5800_DirtcraftCompost_Appli_20231211

Wyatt Edsel, PE
Firm #: P-2878
104 Hiawassee Avenue
Black Mountain, NC 28711
828-707-6120
DI RTCRAFT COMPOST FACILITY
APPLICATION REPORT
1323 Pilot Knob Trail Marshall NC 28753
MADISON COUNTY, NC
Prepared for: Adam Schwartz — Dirtcraft Organics LLC
Parcel #: a portion of Madison County PIN 9704-59-2508
Date: December 7, 2023
CAI
046418 y
Wyatt Edsel, PE

Table of Contents
General Information
Siting Requirements
Design Plan
Operation Plan
Odor Control Plan
Signature Pages
Stormwater Discharge and Sedimentation and Erosion Control Plan
Appendices
Appendix A -
Deed and Platt
Appendix B -
USGS Topographic Quadrangle Map
Appendix C -
Letter from Marshall Development Services Director
Appendix D -
FEMA Flood Insurance Floodplain Map
Appendix E -
U.S. Fish & Wildlife Service National Wetlands Inventory
Appendix F -
Natural Resources Conservation Service (NRCS) Web Soil Survey Report
Appendix G -
Temperature Log Forms
Appendix H -
Letter from Marshall or Madison County Fire Protection
Appendix I -
Plans

General Information
This new permit application report for the proposed Dirtcraft Organics LLC compost processing facility
has been prepared by Edsel Engineering, PLLC in accordance with the North Carolina Department of
Environmental Quality Division of Waste Management Solid Waste Section guidance rules.
The proposed Dirtcraft Organics LLC site is located at 1323 Pilot Knob Trail Marshall NC 28753, at the
corner of Pilot Knob Trail and Rector Corner Road.
This application is for a small Type 2 composting facility and therefore this facility shall have an
operations area less than two acres in size and shall be limited to no more than 1,000 cubic yards
material onsite at any given time.
Contact Information:
Operator/Owner
Adam Schwartz
Dirtcraft Organics, LLC
4276 Rector Corner Road
Marshall, NC 28753
828-649-5161 (Office)
828-774-9292 (Cell)
[e-mail]
Engineer
Wyatt Edsel, PE
Edsel Engineering, PLLC
[e-mail]
828-707-6120

Siting Requirements
The proposed Dirtcraft Organics LLC site is located at 1323 Pilot Knob Trail Marshall NC 28753, at the
corner of Pilot Knob Trail and Rector Corner Road. The closest town to the site is Marshall, NC and is
approximately 4-miles away. This parcel has historically been used for agricultural purposes and we are
not aware of any other historical uses of the parcel. There is an old silo remaining from past agricultural
operations and there were historically 2 old barns on the parcel. Please see the site map showing the
parcel boundaries and parcel ID obtained from Madison County GIS below. The property was recently
divided and purchased by the current owner so the GIS is still showing this as part of a larger parcel. The
new boundary has been recorded in deed book 778, page 610 and platt book 10 page, 267 at the
Madison County Register of Deeds. The deed and platt are attached as Appendix A for reference.
Mad ison_County_2022_Tax_Parcels:
REID 658401
PIN 9704592508
Total Acres 0.00
Calculated 15.20
Acres
Deed Book
590
Deed Page
48
Plat Book
0
Plat Book
0
Page
Comments
124/664 66/450
Zoning
R-A
The total acreage of the property is 7.34 acres, and the proposed compost operations area will be on
approximately 2 or less acres. The operations area includes unloading areas, mixing/processing areas,
composting and curing areas, and any feedstock storage areas.
The USGS topographic quadrangle map of this area is included as Appendix B.
A letter from the local official confirming conformance with zoning regulations is included as Appendix
C.
The FEMA flood insurance floodplain map for this area is included as Appendix D. As visible in the FEMA
map, no portion of the site is not located in a floodplain and it shall not restrict the flow of the 100-year
flood, reduce the temporary storage capacity of the floodplain, or result in washout of solid waste, so as

to not pose a hazard to human life, wildlife, land, or water resources. Therefore, this site complies with
Rule.1404 (a)(1).
As shown in the U.S. Fish & Wildlife Service National Wetlands Inventory Wetlands Mapper printout
included as Appendix E, the site does not contain any wetland areas.
This site complies with the buffer requirements of the Compost Rules, Section .1404 (a)(2)
through (5), and (8). Buffer requirements apply to unloading areas, composting and curing
areas, mixing/processing areas, and feedstock storage areas. Final product may be stored
within the buffer. The compost boundary is approximately 210-feet to the nearest offsite residence, and
approximately 325-feet to the nearest perennial stream or water body.
.1404 (a)(2) - This Type 2 facility will meet the 50 foot property line buffer requirement.
.1404 (a)(3) —This Small Type 2 facility will maintain a 200-foot buffer between compost areas
and residences or dwellings not owned and occupied by the permittee.
.1404 (a)(4)- A 100-foot buffer shall be maintained between all wells at this facility.
.1404 (a)(5) — A 50-foot buffer shall be maintained between perennial streams and rivers and
compost areas at this facility.
.1404 (a)(7) ) — Since this compost facility is not located over a closed -out disposal area, it is in
compliance with this rule.
.1404 (a)(8) —A 25-foot minimum distance shall be maintained between compost areas and
swales or berms at this facility.
This site complies with the soil texture requirements of the Compost Rules, Section.1404(a)(10)(B)
through (D)
The operations area of this small Type 2 facility shall have:
• A soil pad with a soil texture finer than loamy sand is proposed in the areas for screening,
curing, windrows, and storing of finished product. The depth to the seasonal high water table
shall be maintained at least 12 inches.
• In the area where aeration occurs a concrete pad designed and constructed to meet the weight
requirements of the compost operation and to prevent infiltration of liquids to groundwater is
proposed. Details for this are provided in the engineering plans.
• Finished product shall be stored where the depth to the seasonal high water table is at least 12
inches below ground surface.
Please see the Natural Resources Conservation Service (NRCS) Web Soil Survey report in Appendix F
showing the hydrologic soil group and depth to water table. According to these reports, the soils in the
proposed composting areas are Clifton clay loam at 8-15% slopes, moderately eroded. The depth of the
water table is greater than 200 centimeters across the entire site. These documents demonstrate that
this proposed site is in compliance with these rules.

Design Plan
This compost facility will be collecting pre -consumer expired fruits and vegetable scraps from regional
farmers markets/food distribution hub and residuals from the beverage industry which include spent
tea, hops and brewers' grain at a rate of approximately 18 tons per week. They will also be receiving
approximately 50yds per week of pre -ground wood waste from local land clearing operations. All
materials will only be accepted from pre -approved vendors, no general public "drop-off" materials will
be accepted. It is possible that there could be some seasonal variability with potentially less materials
received in wintertime.
Based on the numbers listed above, the site anticipates to receive approximately 68 tons of material per
week, and assuming they can operate at this capacity 52 weeks a year, the site could possible receive up
to 3,536 tons of material per year.
This site has an operations area less than two acres in size and therefore shall be limited to no more
than 1,000 cubic yards material onsite at any given time
There will be a three bay storage area made of concrete block side walls with a concrete pad floor.
Bay 1: (2418') for receiving and mixing food waste, 80 yards capacity
Bay 2: (2418') for storage of pre -ground wood waste, 80 yards capacity.
Bay 3: (24x18') for storage of finished (screened) compost, 80 yards capacity.
This site will be using pre -ground wood waste from land clearing operators as "browns" and pre -
consumer food waste as "greens". The recipe is two parts pre -ground wood waste to one part food
waste. This proven recipe ensures sufficient air holding space in the mix for the piles to properly breathe
under the aeration system while maintaining optimal C:N ratio for thermophilic composting.
The unit of measurement for the recipe is the bucket on the onsite wheel loader (1.5 yards=lpart). A 2
week supply of wood waste will be kept onsite in a bay that separates the food waste receiving area
from finished compost that has met PFRP. Mixing will be done by "bucket blending" batches of the
recipe on the receiving slab before being loaded into the ASP bays.

Process flow diagram of the entire operation
Process
Flow
Diagram
Preconsumer
Mix
60' x 60'
Food Waste
70yd/wk
ASP Pad
18tn/wk
4-5wks
50yd/wk 30% loss
Preground
Wood Waste
��Pr
s���
50yd/wk
Curing Windrows
Screen
45yd/wk
12' x 120'
Finished
8-12wks
Compost
Compost
10% loss
27yd/wk
60%
Anticipated process duration for each stage of the process, including receiving,
preparation, composting, curing, and distribution:
• Receiving/Prep: Food waste will be dropped into concrete receiving bay where bucket
blending will also occur. This bay will be emptied daily into ASP pad under aeration.
• Composing: 4-5week time period. One 10'x50' section of the ASP pad will be filled weekly,
where it will be under forced aeration with a timer. Temperatures will be monitored to meet
PFRP until about week 5 when it will be unloaded to the curing area.
• Curing: 8-12week time period. Materials will be loaded into 12'wide by 120' long windrows
that hold 211 yards each that will take one month each to build @ 50yds/wk. There will be
three windrows in total; one in the process of being loaded and one in the process of being
screened.
• Distribution: We will screen 1/4 windrow weekly as weather and moisture conditions permit.
Screened compost will go directly into the finished compost bay which holds about a 3week
supply. From here compost will be loaded onto a dump truck for direct sale or transfer to our
potting soil operations.
Primary composting phase will be using the "Aerated Static Pile" method on a 60x60 concrete pad.
There will be 6 zones(10'x50') with above grade aeration pipes that run below each zone making a
continuous extended pile. At any given point at least one zone will be in the process of being filled, one
will be in the process of being emptied and one will be a buffer zone that is also empty to ensure there
is no cross contamination of materials that have already met PFRP. When the facility is at max capacity,

each bay would be filled weekly, this means there would be a 4-5 week duration time for materials that
are on aeration in the ASP pile before moving to the curing phase. Flags will be placed at various points
throughout each zone during pile creation for temperature monitoring sites and weekly batch numbers
will be created so that each weeks compost can be monitored daily with a temperature probe during the
initial composting phase.
This facility will provide grading and drainage the directs clean stormwater runoff away from
composting areas. Stormwater that falls on the aerated static piles on the 60' x 60' concrete slab will
drain towards a trench drain at the end of the slab. The trench drain will be piped to a 1,000-gallon tank.
The contact water in the 1,000-gallon tank may be added back to the compost; however, time and
temperature requirements to reduce pathogens must begin again. A submersible sump pump will be
used to regularly apply contact water to piles during new pile creation only. Contact water (leachate)
will never be applied to piles that have met PFRP requirements. The contact water volume in the 1,000-
gallon will be monitored on a frequent basis and after every rain event and will be periodically pumped
and hauled offsite to be disposed of properly before the tank reaches 75% of its capacity.
Because this facility uses most of the compost for potting soils, all amendments will be added after
screening once compost has been transported to the adjacent property where existing blending/
bagging operations occur. The existing facility on the adjacent property stores a variety of organic bulk
and bagged amendments which are stored indoors are added at the time of blending in a horticultural
soil mixer.
High traffic graveled travel areas at the facility will have the potential for dust during periods of dry
weather. To prevent dust in these areas, during periods of dry weather and high traffic these areas will
be periodically sprayed with clean water.

Operation Plan
Operator/Owner
Adam Schwartz
Dirtcraft Organics, LLC
4276 Rector Corner Road
Marshall, NC 28753
828-649-5161 (Office)
828-774-9292 (Cell)
[e-mail]
Equipment and maintenance
• Wheel Loader: Kubota R540 with 1.5-yard bucket to be used for all bulk material handling. The
loader was purchased new in 2020 and is maintained by staff on both weekly and annual
schedules.
• Screener: Vibrating deck screener for processing compost after curing, with plans to invest in a
Trommel screen once operations are up to near full capacity, which would save a lot of time
and increase product quality.
• Dump Truck: Pre -approved by our lender to purchase a non CDL landscape dump truck with
20 yard capacity. This will not only be used for compost sales but for transporting bulk product
between the composting site and our adjacent blending/bagging facility as well as a time
saving tool for moving compost from ASP to curing windrows.
• Utilities: After meeting with the utility company, next step plans are to install a 200amp farm
service meter as soon as grading is completed. A well will be drilled shortly thereafter during
initial facility construction, and frost free hydrants will be installed at key locations throughout
the facility for watering piles, and cleaning equipment.
• Shop/Offices: A 20' shipping container will be used as a tool shed and storage space. Since
owners farm and main office/shop, is just a short walk down the hill, there are no plans to
build other permanent structures on the composting site in the near -term.
Site Access and Secu
The actual composting site is on a separate driveway from the owner's listed business address, where
customers are currently received and loaded. None of the composting areas are visible from the main
road. The site cannot be physically chained off due to a right of way for a nearby cell phone tower. No
trespassing signs will be clearly posted round the site. Additionally signs will be posted that provide a
description of the types of wastes that may be received, the types of waste prohibited, operating hours,
permit number, and emergency contact phone numbers. The sign shall state that no hazardous waste,
asbestos containing waste, or medical waste can be received at the site. The composting site will not be
open to the public, and there are plans to install callbox/video surveillance to monitor all activity of the
composting site area. And all feedstock providers will be pre -approved vendors by appointment only.
The access road (Pilot Knob Trail) is in excellent condition as it was re- graveled. The road has good
drainage and directs stormwater runoff in stable conveyances away from the site. The owner is

budgeting for annual gravel replacement and if needed can use the onsite equipment to maintain
drainage ditches, and repairs. All operations for this site will take place Monday through Friday from
gam to 5pm. The owners live beside the site and are available 24-7 if emergencies arise.
Pilot Knob Trail and Rector Corner road serves as the boundary line on 2 of 3 sides of the property. The
owner is also the adjacent property holder on the third side of the property. Site design includes
placement of concrete slabs, block walls and access roads in line with 50' setback requirements so that
piles and material handling are in compliance with setbacks.
Personnel and Responsibilities
Management Team: Adam Schwartz (owner), will supervise daily operations. Adam is a certified
compost operations manager with >10 years experience in the compost industry. Sarah Murphy(co-
owner), will manage all sales/customer interactions, as well as compliance with state and local entities.
Composing Specialist: This employee will perform most of the composting duties. Responsibilities will
include: inspecting incoming materials, mixing recipe, recording daily temperatures, maintaining
infrastructure & equipment, as well as loading/operating the delivery truck.
Production Associates: 2-3 additional hourly employees will be cross -trained in compost -related
activities and onsite equipment operators.
Composting Process
Incoming feedstocks: Pre -ground wood waste and pre -consumer food waste will be delivered onsite
weekly by pre -approved vendors via dump truck and or compactors. All incoming materials will be
subject to visual inspection prior to unloading in their assigned concrete bays.
Pre-processing: Dirtcraft loader operator will blend batches of recipe in the food waste bay that has a
concrete slab. No receivables will be allowed past 3pm to allow for mixing time so that food waste
materials do not sit out exposed to the elements overnight.
Composting process: Each batch will be loaded into the ASP bays. The 60x60 slab will be divided into 6
sections so that one section is filled up each week and one section is emptied each week. Compost
"overs" from the screening process will be used as a compost cap during pile creation to help filter odors
and ensure that all new materials are covered. The "extended ASP" pile will utilize two high pressure
blower pumps on timers to deliver oxygen to the pile throughout the initial 5 week composting process.
During this process, temperatures will be monitored daily by Dirtcraft employees to ensure that PFRP
requirements are met of 131 degrees F for three days. Air is delivered through HDPE pipes laid out on
top of the pad with an 8" woodchip plenum to prevent blockages. Compost pad will be compacted lime -
clay soil or concrete, depending on budget available at time of construction with pending grants. There
will be a 4' push wall on the back of the 60x60 pad to keep materials from falling out of the composing
area when unloading.
Curing: After 5 weeks under aeration, compost will be brought to the curing area where there will be
three 12' wide by 6' high by 120' long windrows. Each windrow will hold 200 yards and will take
approximately one month to build. Compost TEX covers will be used to maintain optimal moisture in
curing piles while preventing wind -born weed seeds from entering the windrows. Turning windrows will
be kept to a minimum in order to keep the biology undisturbed as the piles mature, however if needed

windrows can be turned with the wheel loader. After approximately 12 weeks, compost will be done
curing and can be screened.
Screening: Compost will be pulled off of the windrows and loaded directly into the screener with the
loader bucket. The vibrating screen will separate the "fines" which will be loaded into the finished
compost bay from the "overs" which will be used as compost cap during pile construction. Windrow
covers will keep compost from becoming too wet to screen in most instances. Equipment operator will
sanitize the loader bucket before screening finished compost anytime aner they have been handling
incoming feedstocks that have not met PFRP.
Distribution: Sales are by appointment only, we are not open to the public for soil pickups. All soil that
leaves our site will be via our own dump truck to simplify operations.
Storage, and removal from site: After 10-12 weeks of average curing time, the compost will be screened
where it will be directly loaded into the finished compost bay which has a 3 week volume capacity. The
finished compost pile will be tarped with a compost TEX fleece cover to maintain optimal moisture so
that the pile does not absorb excess moisture from rain events nor dry out excessively during drought.
From there, the finished compost will be transferred to potting soil operations or for direct sale to
customers.
Screening Incoming Loads: All incoming loads will be visually screened upon drop-off for contamination.
We will have a dumpster service onsite to remove unacceptable waste and trash that may slip through.
All vendors who supply food waste will be aware of Dirtcraft's policy to reject loads and cover expense
of landfilling, if material does not meet the standards for acceptable compostable materials.
We will not be accepting manures, liquids, or post -consumer food scraps from residential or restaurants
which are high in contaminates.
Amendments and testing: Once operations are up and running and we have run lab analysis on the
compost produced we will determine if further amendments are needed to enhance product quality.
Potential amendments that may be considered are rock dust, biochar and gypsum. All inputs will meet
organic standards and therefore will be pre -vetted for heavy metals from independent labs. Dirtcraft
already stocks all of these amendments which are palletized and stored in a dry shipping container.
Grinding: There will be no grinding processes on -site, since all ingredients that need to be ground are
sourced to be pre -ground before they are delivered to the site.
Pile sizes, Final product storage, and Testing
Composting: The primary ASP pile will fluctuate depending on which zones are in active aeration vs in
the process of being filled & emptied. At max capacity there will be 4 bays fully under air at any given
time. This would be a pile that's 40'wide by 55' long situated within a 60'x60' concrete pad, material will
be piled no higher than 8' high in the ASP bays.
Curing Area: Three (3x) curing windrows 12' wide by 6' high by 120' long. There will be an 8' gap
between windrows for access as well as an access road around the entire perimeter of the curing area
for access/truck turnaround.

Product Storage: There will be two bays, constructed from concrete block, used for storage; one each
for woodchip feedstock and one for finished compost. Each bay will be 24' wide by 18' deep inside
dimensions.
Compliance with the time, temperature, and turning requirements in Rule .1406 (11):
Each zone will have flags that will be placed at points throughout each zone during pile creation for
temperature monitoring sites and weekly batch numbers will be created so that each week's compost
can be monitored daily with a temperature probe during the initial composting phase. The temperature
probe will be celebrated on a annual basis, at a minimum, using ice water to confirm calibration. Record
keeping of calibration will be done and maintained onsite.
Compost testing and the method for collecting samples In accordance with Rule .1407(b):
(b) Compost produced from Type 2, 3, and 4 facilities shall be sampled and analyzed as follows:
(1) a composite sample of the compost produced at each compost facility shall be analyzed
at intervals of every 20,000 tons of compost produced or every six months, whichever
comes first, for metals and pathogens;
(2) compost samples shall be analyzed for the metals listed in 40 CFR 503.13(b)(3), except
that analysis for mercury shall not be required for Type 2 and 3 facilities, and analysis for
arsenic and selenium shall not be required for Type 2 facilities. The concentration of
metals in compost offered for sale or distribution to the public shall not exceed the
pollutant concentration limits listed in 40 CFR 503.13(b)(3). 40 CFR 503.13 and 40 CFR
503.32 are incorporated by reference including subsequent amendments and editions.
Copies of the Code of Federal Regulations may be obtained from the U.S. Government
Publishing Office website at www.gpo.gov at no cost;
(3) compost samples shall be analyzed for pathogens, either for fecal coliform or
salmonella bacteria. The concentration of pathogens in compost offered for sale or
distribution to the public shall not exceed the concentration limits listed in 40 CFR
503.32(a)(3);
(4) sample collection, preservation, and analysis shall assure valid and representative
results. At least three individual samples of equal volume shall be taken from each batch
produced in separate areas along the side of the batch. Each sampling point shall be
sampled from a depth of two to six feet into the pile from the outside surface of the pile
as follows:
(A) metals samples shall be composited and accumulated over a six-month period
or at intervals of every 20,000 tons of product produced, whichever comes first, -
and
(B) pathogens samples shall be a representative composite sample of the compost
and shall be processed within a period of time required by the testing
procedure;
(5) analytical testing methods shall be in accordance with the procedures of one of the
following:
(A) EPA publication SW-846, "Test Methods for Evaluating Solid Waste:
Physical/Chemical Methods." This document is incorporated by reference,
including subsequent amendments and editions, and may be obtained free of
charge at https://www.epa.gov/hw-sw846;
(B) the U.S. Department of Agriculture/U.S. Compost Council publication "Test
Methods for the Examination of Composting and Compost" (TMECC). This

document is incorporated by reference including subsequent amendments and
editions, and may be obtained for a fee of three hundred fifty dollars ($350.00)
at https://compostingcouncil.org/tmecc/ or a copy may be reviewed free of
charge at the Division of Waste Management, Solid Waste Section office at 217
West Jones Street, Raleigh, N.C. 27603; or
(C) other methods that are approved by the Division as providing equivalent
standards of analysis; and
(6) the Division may decrease or increase the parameters to be analyzed or the frequency
of analysis based upon monitoring data, changes in the waste stream or processing, or
information regarding the potential for the presence of contaminants that are not
required to be analyzed in this Paragraph.
Distribution and ultimate use of the finished compost
Finished compost will be transferred to our adjacent blending/bagging operations for blending into
potting soils. Straight compost will also be made available for sale during non -peak season for pickup or
delivery to local gardeners and farmers. All products listed as growing media and soil amendments, not
fertilizer. No explicit fertility claims are made for compost or potting mixes as per regulations.
We will work with NCDA agronomist to perform a waste analysis to determine whether otherwise
unusable materials are eligible to be field applied to existing pastures. Otherwise, we will send to local
landfill for either use as landfill cap or disposal as solid waste.
Recordkeeping and annual reporting
A copy of the temperature log forms is included in Appendix G
A copy of the permit, plans, and operational reports shall be maintained on site at all times.
Documentation of training required in shall be maintained at the facility and made available to the
Division upon request.
Record Keeping:
Facility owners or operators shall maintain records for no less than five years. The following records shall
be available for inspection by Division personnel during the facility's normal business hours and shall be
sent to the Division upon request:
(1) daily operational records that include temperature data (length of the composting period)
and quantity of material processed;
(2) analytical results of compost testing;
(3) the quantity, type, and source of waste received;
(4) the quantity of waste processed into compost;
(5) the odor management records required by Rule .1405(10) of this Section; and
(6) the quantity of compost removed for use or disposal and the market or permitted disposal
facility.

(b) Annual Reporting: An annual report for the period July 1 to June 30 shall be submitted by all facility
owners or operators to the Division by August 1 of each year and shall contain:
(1) the facility name, address, and permit number;
(2) the total quantity in tons, with sludge values expressed in dry weight, and the type of waste
received at the facility during the year covered by the report, including tons of waste received
from local governments of origin;
(3) the total quantity in tons of compost produced at the facility during the year covered by the
report;
(4) the total quantity in tons of compost removed for use or disposal from the facility during the
year covered by the report;
(5) monthly temperature monitoring to support Rule .1406 of this Section; and
(6) the results of analytical testing required by Rule .1407 of this Section.
(c) Yearly totals of solid waste received and composted shall be reported back to the local government
of origin for annual recycling reporting.
Fire Prevention
Provide documentation that the local fire protection agency has been notified of the site use as a
compost facility. Appendix H
Any fire will be reported to the Solid Waste Section within 24 hours, followed by a written notification of
the details of the fire within 15 days of the incident.
There will be fire extinguishers stored in all vehicles and equipment at the site.
All portions of the site are observed several times a day during the normal course of operation.
If any compost areas are observed to be smoking, they can be separated using the heavy equipment on
site. There will also be water available to wet composting areas as needed to reduce the risk of fire.
Facility Maintenance and Weather Contingency Planning
At the end of each operating day, the unloading area will be clear, and all feedstocks will be
processed/mixed or properly stored. Litter will be picked up daily, and trash will be disposed of properly.
Work will discontinue during periods of heavy rain, snow, or freezing weather. Inclement weather may
briefly delay turning compost but the owners and operators will be on site to make sure no unfavorable
conditions arise. If there is a prolonged power outage, a backup generator can be utilized to bring the
site back into operation.
Equipment maintenance will be conducted by appropriately trained on site personnel or a hired
mechanic. Equipment repair could delay operations and if it is recognized that equipment will be down
for extended periods of time rental equipment can be used. Equipment will be cleaned daily. Any spills
of fuel, oil, or lubricant will be contained immediately, cleaned up, and disposed of appropriately. Spill
kits will be stored on site.
If cracks appear in concrete pads they will will be repaired with hydraulic cement or other
appropriate method. If the cracks progress, an overlay may be required.

All on site workers and employees will receive appropriate safety training and will wear appropriate PPE
as necessary.
Site Closure
When the permitted compost facility ceases operations, the owner or operator shall meet the following
conditions:
(1) all feedstock and unfinished compost materials shall be removed from the site and taken to a
permitted solid waste facility within 180 days;
(2) finished compost materials left onsite shall comply with G.S. 130A-309.05; and
(3) the owner or operator shall notify the Division in writing upon completion of the closeout
requirements
Odor Control Plan
This site is in a rural area and one adjacent property is owned by the operators of the compost facility.
Much of the composting area is surrounded by push walls that will shield those areas from wind and
help with odor control. The owners also plan to screen the property by planting an evergreen hedge
around the eastern property boundary.
Odors could arise from 3 potential areas, the unloading/storage/mixing areas, the static aerated piles, or
the curing and windrows areas.
Wind direction will affect the direction of potential odor migration. The site is higher in elevation than
most of the surrounding properties to the north, east, and south. Odor will be monitored at the
property boundaries and efforts will be made to prevent odors from migrating offsite. Records will be
maintained of odor sources, directions, and intensity. If complaints are received, they will be handled by
the facility owner in a timely and respectful manner. Records of complaints and actions taken will be
maintained on site. Prompt response to complaints and follow-ups to ensure the complaints are
resolved will be performed by the owner.

Signature Pages
Signature page of applicant —
Name of facility : DIRTCRAFT COMPOSTING FACILITY
I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision and that the information provided in this application is true, accurate, and
complete to the best of my knowledge.
I understand that North Carolina General Statute 130A-22 provides for administrative penalties of up
to fifteen thousand dollars ($15,000.00) per day per each violation of the Solid Waste Management
Rules. I further understand that the Solid Waste Management Rules may be revised or amended in
the future and that the facility siting and operations of this solid waste management facility will be
required to comply with all such revisions or amendments.
Signature
Owner
Title
Dirtcraft Organics LLC
Business or organization name
Adam Schwartz
Print Name
Dirtcraft Organics LLC
Date
Stormwater Discharge and Sedimentation and Erosion Control Plan
A copy of the grading, drainage, sedimentation, and erosion control plan is included as Appendix I

Appendix A

BK 778 PG 610 - 611 (2)
This Document eRecorded:
Fee: $26.00 DocType: DEED
Madison County, North Carolina
Mary Jane Wallin, Register of Deeds
DOC# 351920
08/23/2023 04.25.28 PM
Tax: $160.00
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax $160.00
Tax Parcel Identifier No.
P/O 9704 59 2508
Mail after recording to BIGGERS & ASSOCIATES, PLLC
This instrument was prepared by: William T. Biggers, BIGGERS & ASSOCIATES, PLLC, a North
Carolina licensed attorney. Delinquent taxes, if any, are to be paid by the closing attomey upon disbursement.
Brief Description for the index I Rector Comer Rd., Marshall
THIS DEED made this 23rd day of August, 2023, by and between
GRANTOR GRANTEE
JOAN P. GALVIN and spouse, TIMOTHY J. ADAM GARRETT SCHWARTZ and spouse,
GALVIN I SARAH EILEEN MURPHY
Whose mailing address is:
57 Inglewood Rd
Asheville, NC 28804
Whose mailing address is:
4276 Rector Corner Road
Marshall, NC 28753
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto Grantee in fee simple, all
that certain lot or parcel of land situated inMadison County, North Carolina and more particularly described
as follows:
BEING all that 7.34 acre tract as shown on that plat entitled "Recombination Surveyfor Joan
P. Galvin and Timothy J. Galvin ", recorded in Plat Book 10 Page 267, Madison County
Registry, reference to which is hereby made for a more particular description.
BEING a portion of the property described in Deed Book 590 page 48, Madison County
Risubmitted electronically by "BIGGERS & ASSOCIATES, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Madison County Register of Deeds.

BK 778 PG 611
DOC# 351920
P/0 PIN 9704-59-2508
The property hereinabove described was acquired by Grantor by instrument recorded in Book 590 page
48.
THIS PROPER TYDOES NOT INCLUDE THE PRINCIPAL RESIDENCE OFAT LEAST ONE OF
THE GRANTORS
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to Grantee in fee simple.
And Grantor covenants with Grantee, that Grantor is seised of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that
Grantor will warrant and defend the title against the lawful claims of all persons whomsoever except for
the exceptions hereinafter stated
Title to the property hereinabove described is subject to the following exceptions:
Ad valorem taxes for the current year and subsequent years, easements and restrictions of record,
and any local, county, state, or federal laws, ordinances, or regulations relating to zoning,
environment, or in use as such may cross or otherwise affect the premises, subdivision, occupancy,
use, construction, or development of the subject property, including existing violations of said laws,
ordinances, or regulations.
IN WITNESS WHEREOF, Grantors have hereunto set their hands and seals, the day and year first above
written.
6)
(seal)
JOXJ P. GALVIN
Seal -Stamp
R. eG
o TAB,
ALB'L\C;
4,�e� coy
S Z- J ak 1 (seal)
TIMOTHN0.43ALVIN
State of North Carolina, County of Buncombe
1, a Notary Public of said County and State, certfty that Joan P. Galvin and spouse, Timothy
J. Galvin, personally appeared before me this day and acknowledged the due execution of the
foregoing instrument.
Witness my hand and of"iciat sea[, this the�:Nay of August, 2023.
C���A ��z Notary Public
Print Notary Name: IN45-0 1 - ' CkAMiq
My commission expires: 6- al - 2OZ.3

DotuSign Envelope 0 BOD930 D-577B-4704-A67B-990587FCEBBC
VICINITY MAP
I rru7mn
0 1/2" REBAR flAMO I ULESS rolE➢ DTIER VISE )
Q UralRlefED POINT
s TREE C - a SPECIES AS MATE➢ >
O -S- CONCRETE R/V MUMENT
UP. = UTDJTY PRE W/ OVER,EAp LINES
u. - AREA uwr
LINES NOT SutVEYEn
DRAVN FIaM DEEDS
SURVEYED WUD'U,Y
ME LURE ONLY
,Ili ,Ili ,III
TOP R RIDGE
III' 'ICI' 'ICI'
THIS SUR+£Y 5 OF ANOMER GTEGORY. SUCH /S ME
REtONaNATDN OF ED580N PIACELS. A COURT ORDERED SURVEY,
OR OMER EIRMFDON OR EXCEPOON TO THE OEFlN TION OF A SUBDMSRR).
INY
S,IP WN EHOA, Ail A.CTWL CERYFY � MADE IS I­NG."4:DR­ UA.PFAYID01
THAT ME BOUNDURN. NOT SURIEYED ARE QFMLY I.- AS ORANM FROM
ITMFORTME OM OOFD IPRECISEE 5DN ADIOINER CILGUUIFD I�SC1't00001,NT0kS SHORN1THUS
W/S PREPNED IN ALCORDVKE WIM OS. 47-00 AS 1MENOFD. "T"' MY
ORDINII _NE. REUSTMTON NUMBER AND SEAL MIS 4YNU. DAY OF JUNE AD. M23
NOTES
1. AREA BY COORDINATES
2. SUBJECT TO ANY ADDITIONAL EASEMENTS
OR R/W'S SHOWN OR NOT SHOWN
3. SUBJECT TO THE EASEMENT CLAIMED BY FRENCH BROAD E.M.C., AND OTHERS
FOR MAIN ELECTRICAL TRANSMISSION LINES AND SERVICE.
SEE D.B. 167 PG. 639
4. THIS 7.34 ACRE TRACT IS TO BE RECOMBINED WITH D.H. 580 PG. 528,
P.B. 7 PG. 457.
ADAM SCHWARTZ
SARAH MURPHY
\ AB. 580 PG. 528
\ P.B. 7 PG. 457
\\ \ N 87.08'22' E
741.29 '
\ �J\
\ AREA
!!3\ q�
REFS
JOAN P. GALVIN
TIMOTHY J. GALVIN �\ \
D.B. 590 PG. 0 fj \
P.H. 7 PG. 410
PARCEL 2 \
\
r
muN,v a wnlswi
I. ���� . RLMEm aETDm
lO
IN. CmIM MN! s �D D Y- NL-SFAMU,Y� RE _
TOR IIECOIDMG
6/22/2023
6ME REM. OETICER
FM "vu
I ,�'tN CARS
2oeodssa)cE-,.'py',
L-4b1 I " SEAL
LA401
EXISTINB 12' R/W
AH. PO. OF
TIE LINE ONLY
NUMBER DIRECTION DISTANCE
L29 N 64.40'39' E 103.34 '
I
/ P.B. 7 PG. 246
Ye.
eO
�
PORTON
O.B.
OVA
1 i
i
r
!
GLENN REEMS, JR
\1\
CARGLYN JENNINGS REEMS
�
AA SBI PG. 541
`\\\6j`j//
�
7.34 ACRES
OF
`\
I i it N
590 PG. 48
124 PG. 664
IRST TRACT
�N
I
1
/ A f
OEPETE m0 �I S \ \ ys_t`'
O i TT iT
�A
P. \ GYp
i 1
/, O➢.
IS VEL RDAD <6 1 !_
\
_
JOAN P. GALVIN
TIMOTHY U GALVIN
D.H. 590 PG. 48
P.B. 7 PG. 410
PARCEL 1
BK10 PG267-267(1)
This Document eReoorded:
Fee:$21.00 DocType: PLAT
Madison County, North Carolina
Mary Jane Wallin, Register of Deeds
APPROYID BY -SON CO. PWIN,NG DEPARTMENT
6/22/2023 �ri1111°avoSM�a M: //II
I IiawL�, � QULM.
PLANNING DEPARTMENT
Submi ttetl electronically by "Dry ridge land surveying p.a."
in co pliance with North Carolina statutes governing ecorGable documents
and the terns of the submitter agreement Ni th the Nadison County Register of Deeds.
DOC# 351237
06/22/2023 03:39:17 PM
Tax: $0.00
REMAINING PORTION OF
D.B. 590 PG. 48
REF- AB. 124 PG. 664
FIRST TRACT
n�
�N
po
"P NZ
C
'ld\
• UP.
CURRENT OWNER: JOAN P. GALVIN AND TIMOTHY J_ GALVIN
0
LIO IN 48.31'35' W 1149.35 '
Lll 1
N 49.23'20' W 92.36 '
L12 N 52.58'S5' W 52.42 '
L13 1 N 58.04'31' W 1104.49 '
L14 N 51.58'04' W 171.22 '
L27 S 09.42'S4' E 51.20 '
L28 S 07.20'16' E 48.10 '
RECOMBINATION SURVEY
FOR
JOAN P. GALVIN
AND
TIMOTHY J. GALVIN
NO. 1-SOUTH TOWNSHIP, MADISON CO., NC
JUNE 20. 2023 SCALE : 1"=100'
100 0 100 200 300
SCOt21 1' = 100'
JOB 23-2638

Appendix B

1
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,,,.. MEN

Appendix C

Development Services
Brad J. Guth
Development Services Director
Madison County
5707 US Hwy 25170
Marshall, NC 28753
11 /13/2023
Adam Schwartz
Dirtcraft Organics
4276 Rector Corner
Marshall, NC 28753
Subject: Future Land Use Compliance and Expansion
Opportunities for Dirtcraft Organics
Dear Adam:
As Madison County continues to grow and evolve, we appreciate the unique businesses, like
Dirtcraft Organics, that choose our community. This letter informs you about upcoming changes
that may affect your operations and opportunities for future expansion.
Currently, Dirtcraft Organics, located in the RA (Residential Agriculture) land use district, does
not fully align with our existing zoning regulations. However, we are in the process of reviewing
and amending these regulations, particularly regarding biomass facilities, which will potentially
pave the way for your full compliance and expansion.
A moratorium is in place for the establishment and operation of biomass facilities, but rest
assured, this is a temporary measure_ We are working diligently to finalize these regulations.
Our proposal for these amendments will be presented to the Planning Board in December,
followed by a recommendation to the Board of Commissioners in January.
Should these amendments be approved as planned, Dirtcraft Organics would be in a position to
apply for a Special Use Permit to operate as a Small Biomass Facility within the R-A Land Use
District. While the specifics of these amendments, including size determinations and permitted
Economic Development + Geographic Information Systems + Inspections + Planning and Zoning
Madison,County, NC I Asheville, NC MSA
County Plaza, Room 11, 5707 Hwy 25-70, Marshall, NC 28753

districts, are still under discussion, they are being crafted with the future growth and success of
businesses like yours in mind.
We anticipate that by January, we will be able to work with you towards achieving full
compliance with our land use regulations. This will not only regularize your current operations
but also open doors for your proposed expansion plans.
We understand that navigating regulations can be challenging, and we are here to assist you
For any questions or assistance, please feel free to contact me at 828-649-3766 or via email at
[e-mail].
Thank you for your patience and understanding as we update our policies to better serve our
community and its businesses_ We look forward to supporting Dirtcraft Organics in its endeavors
to grow and thrive in Madison County.
Sincerely,
'151a
Brad J./Guth
Development Services Director
PS Should you believe there's a discrepancy or if you intend to challenge this determination, our
office will accept requests for re-evaluation, which the Board of Adjustment will review. Please
ensure such requests are submitted within 30 days of receiving this letter.
Economic Development +'Geographic Information Systems + Inspections + Planning and Zoning
Madison County, NC I Asheville, NC MSA
County Plaza, Room 17, 5707 Hwy 25-70, Marshall, NC 28753

Appendix D

FLOOD HAZARD INFORMATION NOTES TO USERS SCALE
SEERS REPORT FOR ZONE DESCRIPTIONS AND INDEX MAP
THE INFORMATION DEPICTED ON MIS MAP AND SUPPORTING
DOCUMENTAnONAREALSOAVAIIABLEIN DIGITALFORMATAT
HTTP-.// FRIS.NC.GOV/FRIS
IMMauq BaV. geedFlood Elevation (BFE)
LMdM1 BFE or Depth—AE, A0. AF, vE, AS
SPECIALFLOOD — Regulatory Roodway
HA7ARDARE/S
— 0.2%Annual Chance Flood Horan, Areas
oI 1%Annual Chance Read with Average
Depth Less Than One Foot orWth Drainage
A"" fLea. Than One Square Mile 1—N
_ FUWre Conditions l%Annual
Chance Flood Hamad zone x
OTHER AREAS OF — Area with Reduced Read RIM due to levee
FLOOD HPIARD SeeNote.--
OFFER Areas Determined to be Outside the
0.2% Annual Chance Raodplain roncx
------ Channel,Cuhert, or Storm Sewer
Accredited or Provisionally Accredited
GENERAL Levee, Dike, or FI..dwall
STRUCTURES ............. Non -accredited Levee, Dl ke, or Rooduall
w10x North Carolina Geodetic Survey bench msk
Bm
mara
® National Geodetic Survey bench k
® Contrectar ESL NCFMP Survey bench mark
o�i -be>L Cron. Sections win l%Annual Chance
Water Sun .. Elevation ("
FT)
Sa----- Coastal Tra...et
------- CoantalTmn.ect Baseline
--- Profile Baseline
Hydrographic Feature
OTHER Limhaf Study
FFATIRES ,...._.._..__e_.._.__.
.w,.,rv•^m•••i^Umitof Modemta Wave AaO.n (UMWA)
x(Cr xoTe
•+Lrv•m mmrw
®aCBRSArea Wi1e1i'•�rvncu Otherwlee Protected Area
I Inch =500 feet
0 250 WO 1,000
v Feet
v Ma..
0 75 150 300
PANEL LOCATOR
NORTH ATIONAL FLOOD 1 SURA INSURANCE PROGRAIM
PROGRAM
Co
FLOOD INSURANCE RATE MAP
c
NORTH CAROLINA
w
CL
v a9704
O
W
FF'N1;1
/�'
�`'
ICU
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COMMUNIIV CID
xAoisom couNrr aro�er
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a MAPNUMBER
3700970400K
MAPRIIII
O3 06/10

Appendix E

LA4'.
ry
U.S. Fish and Wildlife Service
National Wetlands Invento
• toy 4111 i
♦ �l 1
1:6,084
or 0.05 0.1
0 0.075 0.15
0.2 mi
0.3 km
Dirtcraft
.•�. _ .per J
�•* _ ... I *., ti it . _ ., -.. .
- Fish and Wildlife Service tNational Standards and Suppert Team,
.y J [e-mail] `
'14- 1 R.'•
October 12, 2023
Wetlands Freshwater Emergent Wetland Lake
IM Estuarine and Marine Deepwater Freshwater Forested/Shrub Wetland ❑ Other
❑ Estuarine and Marine Wetland ❑ Freshwater Pond ❑ Riverine
This map is for general reference only. The US Fish and Wildlife
Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
National Wetlands Inventory (NWI)
This page was produced by the NWI mapper

Appendix F

�i
v
346950
35° 45' 18" N
I
35° 44' 59" N
346950 347020 347090 347160 347230
3
Map Scale: 1:2,rinted on A
v 850 ff p portrait (8.5" x 11") sheet
Meters
N 0 40 80 160 240
Feet
0 100 200 400 600
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
Soil Map —Madison County, North Carolina
347020 347090 347160 347230
347300
3473W
3
v
347370
35° 4918" N
R
i"
I
1
35° 44' 59" N
347370
3
b
v
9/14/2023
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
,ry
Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
0
Closed Depression
Gravel Pit
A
Gravelly Spot
0
Landfill
IL
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
M
Perennial Water
V
Rock Outcrop
Saline Spot
Sandy Spot
4D
Severely Eroded Spot
Sinkhole
Slide or Slip
o
Sodic Spot
Soil Map —Madison County, North Carolina
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
i f t Rails
Interstate Highways
US Routes
-_= Major Roads
- -- Local Roads
Background
. Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Madison County, North Carolina
Survey Area Data: Version 20, Sep 12, 2022
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 1, 2022—May 9,
2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 9/14/2023
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Madison County, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CtC2
Clifton clay loam, 8 to 15
3.7
24.2%
percent slopes, moderately
eroded
CtD2
Clifton clay loam, 15 to 30
5.6
37.0%
percent slopes, moderately
eroded
EvE2
Evard-Cowee complex, 30 to
3.8
24.8%
50 percent slopes,
moderately eroded
TaC
Tate loam, basin, 8 to 15
2.1
14.1 %
percent slopes
Totals for Area of Interest
15.1
100.0%
USDA Natural Resources Web Soil Survey 9/14/2023
Conservation Service National Cooperative Soil Survey Page 3 of 3

�i
v
346950
35° 45' 18" N
I
35° 44' 59" N
346950 347020 347090 347160 347230
3
Map Scale: 1:2,rinted on A
v 850 ff p portrait (8.5" x 11") sheet
Meters
N 0 40 80 160 240
Feet
0 100 200 400 600
Map projection: Web Mercator Comer coordinates: WGS84 Edge dcs: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
Depth to Water Table —Madison County, North Carolina
347020 347090 347160 347230 347300
347300
3
v
347370
35° 4918" N
R
i"
I
1
35° 44' 59" N
347370
3
b
v
9/14/2023
Page 1 of 3

Depth to Water Table —Madison County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
E3 Not rated or not available
The soil surveys that comprise your AOI were mapped at
Area of Interest (AOI)
Water Features
1:12,000.
Soils
Streams and Canals
Warning: Soil Map may not be valid at this scale.
Soil Rating
Polygons
Transportation
Enlargement of maps beyond the scale of mapping can cause
0 - 25
1-H Rails
misunderstanding of the detail of mapping and accuracy of soil
0
25 - 50
line placement. The maps do not show the small areas of
rrrl Interstate Highways
contrasting soils that could have been shown at a more detailed
0
50 - 100
ry US Routes
scale.
0
100 - 150
_ _ _ Major Roads
Please rely on the bar scale on each map sheet for map
.
150 - 200
-:: Local Roads
measurements.
> 200
Background
Source of Map: Natural Resources Conservation Service
0
Not rated or not available
. Aerial Photography
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Soil Rating
Lines
Maps from the Web Soil Survey are based on the Web Mercator
,y
0 - 25
projection, which preserves direction and shape but distorts
ry
25 - 50
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
r r
50 - 100
accurate calculations of distance or area are required.
r r
100 - 150
This product is generated from the USDA-NRCS certified data as
rwr
150 - 200
of the version date(s) listed below.
> 200
Soil Survey Area: Madison County, North Carolina
Survey Area Data: Version 20, Sep 12, 2022
r r
Not rated or not available
Soil map units are labeled (as space allows) for map scales
Soil Rating
Points
1:50,000 or larger.
0 - 25
Date(s) aerial images were photographed: Apr 1, 2022—May 9,
25-50
2022
®
50 - 100
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
■
100 -150
imagery displayed on these maps. As a result, some minor
150 - 200
shifting of map unit boundaries may be evident.
> 200
USDA Natural Resources Web Soil Survey 9/14/2023
Conservation Service National Cooperative Soil Survey Page 2 of 3

Depth to Water Table —Madison County, North Carolina
Depth to Water Table
Map unit symbol
Map unit name
Rating (centimeters)
Acres in AOI
Percent of AOI
CtC2
Clifton clay loam, 8 to 15
>200
3.7
24.2%
percent slopes,
moderately eroded
Clifton clay loam, 15 to
CtD2
>200
5.6
37.0%
30 percent slopes,
moderately eroded
EvE2
Evard-Cowee complex,
>200
3.8
24.8%
30 to 50 percent
slopes, moderately
eroded
TaC
Tate loam, basin, 8 to 15
>200
2.1
14.1 %
percent slopes
Totals for Area of Interest
15.1
100.0%
Description
"Water table" refers to a saturated zone in the soil. It occurs during specified
months. Estimates of the upper limit are based mainly on observations of the
water table at selected sites and on evidence of a saturated zone, namely
grayish colors (redoximorphic features) in the soil. A saturated zone that lasts for
less than a month is not considered a water table.
This attribute is actually recorded as three separate values in the database. A
low value and a high value indicate the range of this attribute for the soil
component. A "representative" value indicates the expected value of this attribute
for the component. For this soil property, only the representative value is used.
Rating Options
Units of Measure: centimeters
Aggregation Method: Dominant Component
Component Percent Cutoff. None Specified
Tie -break Rule: Lower
Interpret Nulls as Zero: No
Beginning Month: January
Ending Month: December
USDA Natural Resources Web Soil Survey 9/14/2023
Conservation Service National Cooperative Soil Survey Page 3 of 3

�i
v
346950
35° 45' 18" N
I
35° 44' 59" N
346950 347020 347090 347160 347230
3
Map Scale: 1:2,rinted on A
v 850 ff p portrait (8.5" x 11") sheet
Meters
N o 40 80 160 240
Feet
0 100 200 400 600
Map projection: Web Mercator Comer coordinates: WGS84 Edge dcs: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
Hydrologic Soil Group —Madison County, North Carolina
347020 347090 347160 347230 347300
347300
3
v
347370
35° 4918" N
R
i"
I
1
35° 44' 59" N
347370
3
b
v
9/14/2023
Page 1 of 4

Hydrologic Soil Group —Madison County, North Carolina
MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Rating
Polygons
.
A
©
A/D
.
B
B/D
0
C
0
C/D
D
0
Not rated or not available
Soil Rating
Lines
N+y
A
A/D
r�I
B
N.y
B/D
N.y
C
C/D
D
im 0
Not rated or not available
Soil Rating
Points
0
A
0
A/D
0
B
B/D
13
C
C/D
D
0
Not rated or not available
Water Features
Streams and Canals
Transportation
}+{ Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
1W Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Madison County, North Carolina
Survey Area Data: Version 20, Sep 12, 2022
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 1, 2022—May 9,
2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 9/14/2023
Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group —Madison County, North Carolina
Hydrologic Soil Group
Map unit symbol
Map unit name
4Acres
in AOI
Percent of AOI
CtC2
Clifton clay loam, 8 to 15
B
3.7
24.2%
percent slopes,
moderately eroded
CtD2
Clifton clay loam, 15 to
B
5.6
37.0%
30 percent slopes,
moderately eroded
EvE2
Evard-Cowee complex,
B
3.8
24.8%
30 to 50 percent
slopes, moderately
eroded
TaC
Tate loam, basin, 8 to 15
B
2.1
14.1 %
percent slopes
Totals for Area of Interest
15.1
100.0%
USDA Natural Resources Web Soil Survey 9/14/2023
Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group —Madison County, North Carolina
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie -break Rule: Higher
USDA Natural Resources Web Soil Survey 9/14/2023
Conservation Service National Cooperative Soil Survey Page 4 of 4

Appendix G

Compost Temperature Log Forms

Appendix H

Dirtcraft Organics LLC
4276 Rector Corner Road
Marshall, NC 28753
October 10, 2023
ATTN: Madison County Fire Marshall,
This letter is to notify our local fire protection agency that our business is
planning to build a permitted compost facility on our farm at 4276 Rector Corner
Road. Please see attached survey and facility design which detail specifics of
proposed site design, Compost facilities are permitted by NC DEQ and our
facility will be categorized as a "Small Type 2 Facility" which will hold no more
than 1,000 cubic yards of material onsite. The facility plan is being drafted by are
engineering firm and will be in compliance with all state and local regulations.
We will have a fire. protection plan in place. Thank you.
Adam Schwartz
tz
Owner, Dirtcraft Organics LLC
828-649-5161 (office)
828-774-9292 (cell)
[e-mail]
RECEIVED BY: L'i
PRINT NAME:
DATE: - f IT/�23

Appendix I

10� F. C)
COMPOSTING AND U (n U
EROSION CONTROL PLANS FOR
DIRTCRAFT
CC)MPC)STING
FACILITY
1323 PILOT KNOB TRAIL MARSHALL NC 28753
GENERAL NOTES:
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL ADJACENT PROPERTIES,
UNDERGROUND AND ABOVE GROUND UTILITIES, STRUCTURES, MONUMENTS, AND ANY OTHER
INFRASTRUCTURE AT THE SUBJECT SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGES THAT RESULT FROM CONSTRUCTION ACTIVITIES.
2. UTILITY LOCATIONS ARE BASED ON SURVEY AND PUBLICLY AVAILABLE INFORMATION AND ARE
CONSIDERED APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL UTILITY
LOCATIONS, ELEVATIONS, TYPES, SIZES, AND ANY OTHER FACTORS THAT MAY AFFECT CONSTRUCTION
OR DESIGN FUNCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY
CONDITIONS ARE RECOGNIZED THAT DIFFER FROM WHAT IS SHOWN IN THE PLANS.
3. ANY DISTURBANCE TO STREAMS, BUFFERS, WETLANDS, OR ANY WATERS OF THE US REQUIRE
PERMITTING WITH THE ARMY CORPS OF ENGINEERS AND THE DEPARTMENT OF ENVIRONMENTAL
QUALITY. NO DISTURBANCE TO THESE AREAS SHALL OCCUR WITHOUT PERMITS IN PLACE.
4. INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL MEASURES IS THE RESPONSIBILITY OF
THE CONTRACTOR. NO SEDIMENT SHALL LEAVE THE SITE OR BE TRACKED ONTO THE ROADS.
5. EXCESS CUT MATERIAL THAT MUST BE HAULED OF SITE SHALL BE HAULED TO A LOCATION WITH AN
APPROVED EROSION CONTROL PERMIT. CONTRACTOR SHAPP PROVIDE THOSE PERMITS PRIOR TO
HAULING MATERIAL OFF SITE.
6. ANY CHANGES TO THE APPROVED PLANS MUST FIRST BE APPROVED IN WRITING BY THE ENGINEER AND
THE REGULATORY AUTHORITIES.
7. THE ENGINEER IS IN NO WAY RESPONSIBLE FOR ENSURING THAT CONSTRUCTION IS COMPLETED IN A
SAFE AND APPROPRIATE MANNER. ALL LIABILITY FOR CONSTRUCTION PRACTICES AND COMPLAINCE
WITH APPROVED PERMITS AND REGULATIONS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE
ENGINEER IN NO WAY GUARANTEES THE WORK OF ANY CONTRACTOR.
INSPECTION SCHEDULE:
1. PRE -CONSTRUCTION MEETINGS ARE REQUIRED BEFORE COMMENCING ANY WORK AT THE SITE. THE
OWNER, CONTRACTOR, ENGINEER, AND REGULATORY AUTHORITIES SHALL BE PRESENT AT THE
PRE -CONSTRUCTION MEETING.
2. SHOP DRAWINGS FOR ANY INFRASTRUCTURE THAT IS NOT SPECIFICALLY CALLED OUT IN THE PLANS
SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
3. THE ENGINEER SHALL BE INFORMED OF CONSTRUCTION SCHEDULING AND PROGRESS AS WELL AS ANY
ISSUES THAT ARISE WHEN THEY ARISE. THE ENGINEER SHALL BE NOTIFIED AND ALLOWED THE
OPPORTUNITY TO INSPECT SUBSURFACE INFRASTRUCTURE BEFORE IT IS BURIED.
MADISON COUNTY, NORTH CAROLINA
VICINITY MAP
N.T.S.
IP4,
��
4
RIVER BASIN AND STREAM CLASSIFICATION
Surface Water Classifications:
Stream Index; 6-93
Stream Name: Pander Branch
Description: From source to
French Broad River
Classification- C
Date of Class.: August 31, 1974
What does this View
Class. mean?
River Basin: French Broad
■,f
4PL-2 -
DEVELOPMENT DATA
PROPERTY ADDRESS: 1323 PILOT KNOB TRAIL
MARSHALL, NC 28753
PROPERTY OWNER: ADAM SCHWARTZ
CONTACT: ADAM SCHWARTZ
ADDRESS: 4276 RECTOR CORNER ROAD
MARSHALL, NC 28753
EMAIL: [e-mail]
PHONE: [phone] (0) 828-774-9292 (C)
PIN NUMBER: 9704-59-2508
PROPERTY SIZE: 7.34 ACRES
DISTURBED AREA: 2.0 ACRES
CUT VOLUME: 2,300 CY
FILL VOLUME: 2,300 CY
NET IMPORT/EXPORT:0
ARE WASTE OR BORROW AREAS PROPOSED: NO
SOIL TYPES: CtC2, CtD2, EvE2, TaC
ZONING DISTRICT: OPEN USE
DEED: 778-611
LAT/LONG: 35.753598414302076,-82.69034770242996
FEMA FLOOD PANEL: 9704 EFFECTIVE DATE: 1/6/2010
DEVELOPER:
DIRTCRAFT ORGANICS LLC
ADAM SCHWARTZ
[e-mail]
828-649-5161 (OFFICE) 828-774-9292 (CELL)
4276 RECTOR CORNER ROAD
MARSHALL, NC, 28753
ENGINEER:
EDSEL ENGINEERING, PLLC
WYATT EDSEL, PE
[e-mail]
828-707-6120
104 HIAWASSEE AVE
BLACK MTN, NC 28711
SURVEYOR:
DRY RIDGE LAND SURVEYING P.A.
MICHAEL MARTIN
[e-mail]
[phone]
13490 U.S. 25 & 70 HIGHWAY
MARSHALL, NC 28753
SHEET INDEX:
NO.: TITLE:
C-0.0
COVER SHEET
C-1.0
EXISTING CONDITIONS
C-2.0
EROSION CONTROL PLAN
C-2.1
EROSION CONTROL DETAILS 1
C-2.2
EROSION CONTROL DETAILS 2
C-2.3
NA
C-2.4
NCG01 GENERAL DETAILS 1
C-2.5
NCG01 GENERAL DETAILS 2
C-3.0
FINAL CONDITIONS
C-4.0
SITE MAP WITH AERIAL
i Know wha#'a below.
D Call before you dig.
Dial 811_
Worth Carolina 811. Inc.
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LEGEND
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EXIST. STREAM
EXIST. STREAM BUFFER
EXIST. MINOR CONTOUR
—ELEV— EXIST. MAJOR CONTOUR
0 50 100 150
SCALE.• 1 "= 50
DEVELOPMENT DATA
PROPERTY ADDRESS: 1323 PILOT KNOB TRAIL
MARSHALL, NC 28753
PROPERTY OWNER: ADAM SCHWARTZ
CONTACT: ADAM SCHWARTZ
ADDRESS: 4276 RECTOR CORNER ROAD
MARSHALL, NC 28753
EMAIL: [e-mail]
PHONE: [phone] (0) 828-774-9292 (C)
PIN NUMBER: 9704-59-2508
PROPERTY SIZE: 7.34 ACRES
DISTURBED AREA: 2.0 ACRES
CUT VOLUME: 2,300 CY
FILL VOLUME: 2,300 CY
NET IMPORT/EXPORT:0
ARE WASTE OR BORROW AREAS PROPOSED: NO
SOIL TYPES: CtC2, CtD2, EvE2, TaC
ZONING DISTRICT: OPEN USE
DEED: 778-611
LAT/LONG: 35.753598414302076,-82.69034770242996
FEMA FLOOD PANEL: 9704 EFFECTIVE DATE: 1/6/2010
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REF: D.B. 124 PG. 664
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OF 15A NCAC 13B .1404
50 ' SETBACKSHALL BE MAINTAINED BETWEEN .
ALL PROPERTY LINES AND COMPOST AREAS
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LEGEND
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-
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- —
EXIST. STREAM
EXIST. STREAM BUFFER
EXIST. MINOR CONTOUR
—ELEV—
EXIST. MAJOR CONTOUR
SF
TEMP. SILT FENCE
TEMP. CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
EM
TEMP. REINFORCED STABILIZED OUTLET
TEMP. SLOPE MATTING
TEMP. ROCK PIPE
INLET PROTECTION
- -
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NEW MINOR CONTOUR
NEW MAJOR CONTOUR
ELEV
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TEMP. EXCAVATED DROP
INLET PROTECTION
TEMP. HARDWARE CLOTH AND
GRAVEL INLET PROTECTION
NEW OUTLET PROTECTION
®
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DEVELOPMENT DATA
PROPERTY ADDRESS: 1323 PILOT KNOB TRAIL
MARSHALL, NC 28753
PROPERTY OWNER: ADAM SCHWARTZ
CONTACT: ADAM SCHWARTZ
ADDRESS: 4276 RECTOR CORNER ROAD
MARSHALL, NC 28753
EMAIL: [e-mail]
PHONE: [phone] (0) 828-774-9292 (C)
PIN NUMBER: 9704-59-2508
PROPERTY SIZE: 7.34 ACRES
DISTURBED AREA: 2.0 ACRES
CUT VOLUME: 2,300 CY
FILL VOLUME: 2,300 CY
NET IMPORT/EXPORT:0
ARE WASTE OR BORROW AREAS PROPOSED: NO
SOIL TYPES: CtC2, CO2, EvE2, TaC
ZONING DISTRICT: OPEN USE
DEED: 778-611
LAT/LONG: 35.753598414302076,-82.69034770242996
FEMA FLOOD PANEL: 9704 EFFECTIVE DATE: 1/6/2010
4 RETAINING WALL BY OTHERS (TYP) \ S �5
PROPOSED 2' CONTOURS (TYP)
INSTALL INLET PROTECTION ON EXISTING \\�_ \ `�H P E
\
STORMWATER PIPE PER DETAIL _ \ \ \ \ \ \ \
ADJOINER(TYP) \\\\\\ \\\� \ �_ E \J.. ��
LVP�
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EL- 19

Date:
Steel Post
Page:
8' Max. Standard Strength fabric with wire fence
6' Max. Extra strength fabric without wire fence Wire Fence
Construction:
1.
Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2.
Ensure that the height of the sediment fence does not exceed 24
Plastic or
inches above the ground. (Higher fences may impound volumes of
Wire ties
water sufficient to cause failure of the structure.)
3.
Construct the filter fabric from a continuous roll cut to the length of the
18-24"
barrier to avoid joints. When joints are necessary, securely fasten the
filter cloth only at a support post with 4 feet minimum overlap to the
next post.
4.
Support standard strength filter fabric by wire mesh fastened securely
to the upslope side of the posts. Extend the wire mesh support to the
bottom of the trench. Fasten the wire reinforcement, then fabric on the
8" down & 4"
upslope side of the fence post. Wire or plastic zip ties should have a
forward along the
5.
minimum 50 pound tensile strength.
When a wire mesh support fence is used, space posts a maximum of
2411
trench
8 feet apart. Supports should be driven securely into the ground a
Filter Fabric
minimum of 24 inches.
Wire Fence
6.
Extra strength filter fabric with 6 feet post spacing does not require
Filter Fabricwire
mesh support fence. Securely fasten the filter fabric directly to
posts. Wire or plastic zip ties should have a minimum of 50 pound
Plastic or
7.
tensile strength.
Excavate the trench approximately 4 inches wide and 8 inches deep
Wire
Backfill trench
and Compact
along the proposed line of the posts and upslope from the barrier.
8.
Place 12 inches of fabric along the bottom and side of the trench.
Steel Post
thoroughly
9.
Backfill the trench with soil placed over the filter fabric and compact.
—
Thorough compaction of the backfill is critical to silt fence
performance.
it Upslope
10.
Do not attach filter fabric to existing trees.
Maintenance:T'
1.
Inspect sediment fences at least once a week and after each 1 inch
i 8" Min.
rainfall. Make any required repairs immediately.
2.
Should the fabric of a sediment fence collapse, tear, decompose, or
24"
I
become ineffective, replace it promptly.
3.
Remove sediment deposits as necessary to provide adequate storage
i
volume for the next rain and reduce pressure on the fence. Take care
to avoid undermining the fence during cleanout.
4.
Remove all fencing materials and unstable sediment deposits and
bring the area to grade and stabilize it after the contributing drainage
CROSS SECTION VIEW
area has been properly stabilized.
� NORTHCAROLINA' _,_
i £nvironmentQf Quaflty
SILT FENCE
TFFECTIVE DATE: 11112/2020
NOTE:
GRAVEL & RIP RAP FILTER BERM
BASIN DETAIL IS DESIGNED TO
PROTECT EXISTING PIPE INVERTS
THAT DRAIN 10 ACRES OR LESS.
Date: Page:
4' MIN. SILT FENCE
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
STEEL FENCE POST
HHHHHHIIIIII
WIRE FENCE
HARDWARE CLOTH
FRONT VIEW
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
FILTER OF #57 qq.,o
WASHED STONE °°"( �O
0 c 0
0�0 0
00�°0�0�� 0
CLOTH IN TRENCH
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
3' FILTER FABRIC
0(30(30 °�oC
°�,°�o°o�o°0,- 0
�`�'°°o�g�°o�°go
°��'o�go�`b°o 0
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ON GROUND NOTES:
1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
2. Stone outlets should be placed on low elevation areas of silt fence and
based on field conditions.
MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
or greater rainfall event. Complete any required repairs immediately.
BURY WIRE FENCE
AND HARDWARE CLOTH
BURY 6" OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Kee
FILTER FABRIC IN TRENCH p
mesh free of debris to provide adequate flow.
SECTION VIEW
2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de -watering.
y Emfronmentaf Qflalitl
-
SILT FENCE OUTLET
FFECTIVE DATE: 11/12/2020
I NATURAL GROUND
SECTION THRU BASIN, FILTER AND CULVERT PIPE
DISTURBED AREA FLOOD STORAGE ZONE
(CUT, FILL, ETC.) I I— 2 Mqk
-III , r I k F­
-----
SEDIMENT STORAGE 1-� I-
1.5' MAX DEPTH
(CLEAN OUT POINT)
IIDISTURBED AREA WITH
—MAX SLOPE OF 2:1
I(CUT, FILL, ETC.)
-1 l —III -I I-
-
ill=1 I I=1 I I=1 I I=1 I I—
II^fll UT ^II^„III
RIP RAP HEADWALL
rPIPE INVERT
z
-- N -_ -
�` �� s� FLOW
ITI=ITI
CLASS B RIP —RAP
#57 WASHED STONE
II11� II-
:I1=1=1 I I—H
r RIP RAP HEADWALL
1 AND CONTINUATION
nF RIP RAP RFRIJ
City of Asheville, NC GRAVEL &RIP RAP REVISIONS STD. NO.
DATE DESCRIPTION
Standard Specifications PIPE INLET PROTECTION 7.10
and Details Manual
SLOPE ROAD TO CUT SIDE
C/L
8" CABC COMPACTED
TO 100% MODIFIED PROCTOR
24" SUB -GRADE
COMPACTED TO 100% STD PROCTOR
EXISTING EARTH
TOOLED EDGE
�I I Iml
2'-0"
F 2%
a
4
a
a
0 04
a
4 4
O\—
` 8" CABC - COMPACTED TO 100% MODIFIED PROCTOR
24" SUB -GRADE TO BE COMPACTED TO 100%
1'-0" 3" (2) #4 MODIFIED PROCTOR. SUB -GRADE TO BE FREE
CONT. OF TOPSOIL. DEBRIS, ORGANICS, ETC.
GRAVEL AND BASE MATERIAL MUST BE
COMPACTED IN PLACE
CONCRETE SLAB DETAIL
--- 2 %
GRAVEL ROAD DETAIL
#3 STIRRUPS @ 18" O.C.
#6 @ 12" O.C. EA WAY
2"CLR.
COMPACT FILL TO 95%
STANDARD PROCTOR
?ems .
2cov_
EX/STING
GRADE
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Date. Page:
26 o
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6" Min. P P D D D P D O
P D O a
2-3" Course Aggregate Q�
Construction: Maintenance-
1. Clear the entrance and exit area of all vegetation, roots, 1. Per NCG-01 inspect at least once a week and after each 1
and other objectionable material and properly grade it. inch or greater rainfall; make any required repairs
2. Place the gravel to the specific grade and dimensions immediately.
shown on the plans, and smooth it. 2. Maintain the gravel pad in a condition to prevent mud or
3. Provide drainage to carry water to a sediment trap or sediment from leaving the construction site. This may
other suitable outlet. require periodic topdressing with 2 inch stone.
4. Use geotextile fabrics in order to improve stability of the 3. Immediately remove all objectionable materials spilled,
foundation in locations subject to seepage or high water washed or tracked onto public roadways.
table.
111­
fNORTHCAR60NA-
E►tvrronmentalQuafify
CONSTRUCTION ENTRANCE /EXIT
.II=FECTIVE DATE:11/12/2020
PERMANENT SEEDING
General Notes TEMPORARY SEEDING (n N
All seeding to be in accordance with NCDEQ STD #6.11
SEEDING AND MULCHING. General Notes I� ■
All seeding to be in accordance with NCDEQ STD #6.10
SEEDING AND MULCHING SHALL BE APPLIED IMMEDIATELY FOLLOWING THE COMPLETION OF ANY PHASE OF
U a
V
GRADING. REFER TO CHAPTER 3 OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL
Seeding mixture
/ �1
RESOURCES (NCDENR) EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL FOR MORE DETAILS
MULCHING
Species Rate (Iblacre)
H I
CONCERNING SEEDING AND PROCEDURES. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE
06
THAN 14 DAYS, GROUND COVER IS REQUIRED TO ALL DISTURBED AS DESCRIBED IN "APPENDIX C: GROUND COVER".
Rye (grain) 120
I. U 0 N
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean In Mountains) 50
z
I --I
Omit annual lespedeza when duration of temporary cover is not to
J
Seeding -7relt, dales & Tvpes
Ana 1'ype
Seeding Datc-s & Topes
August I-.kelte 1
May 1 - ticptimhcr I
lb lacre
Seed Type & Fertilizer
IlWarre
Seed Type & Fertilizer
Shoulders and Median
20
Kentucky Blue GrS.Ls
20
Kentucky Blur tiros
75
Hard Feccue
71
Hard Fescue
11
504
4060
Rye Grain
10
_ 540
4000
German or Hlowto Millet
l�eridinr
Limclslonc
l�rrlrllzrr
Lime-SLine
1�Ii'l BCy VRd the, and rig
Waste• and
pxu Borrow
Borrow Areas
100
'fall fescue
Kentucky Blue Grass
100
15
I irll I esc:ue
Kentucky Blue Grass
15
30
I lard I odic
30
11 and ]:(-,%cvc
2S
Rye Grain
lit
t.rierman or Hlowtop Millet
5(10
4000
1-crtiIirer
Lirnesione
DN
4000
1`ertiIirer
Litnesl.aw
1""chip 74. erliug rrrTrt ,ilrrlthinL c f�nitnurd rift next lxiep.
extend beyond June-
V) I--i
O�
Seeding dates
Mountains -Above 2500 feet- Feb. 15 - May 15
Below 2500 feet Feb. 1- May 1
O z
Piedmont -Jan- 1 - May 1
_ Q
Coastal Plain -Dec. 1- Apr- 15
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L a U)
Mulch
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Apply 4,000 Iblacre straw- Anchor straw by tacking with asphalt, netting-
r A (y 2:
Approved Cultivam
Cal ivar Tym
Cultivar Names
2nd Millennium Coyote
Inremn
Olvmpic Gold
Siprna
Avenger Davinci
Iustiue
Padre
Silversiar
Barlexas Dynasty
Jaguar 3
Parais►►
Soul horn Choice II
Rarlexas II Dominion
Kalahari
Picasso
Stetson
Barrera Duster
Kentucky 31
Piedmont
Tarheel
E3arrington FndeaVOr
Kitty Hawk
Pure Gold
Titan I .td
ailtmore Escalade
Kitty Hawk 2000
Prospect
Titanium
' .
Bingo Falcon 11,1I1, IV & V
Lexineloln
truest
Tomahawk
Rrav❑ Fidelity
Magellan
Rebe] Fxeda
Tacer
Cayenne Finesse 11
Masterpiece
Rcbel Sentry
Trooper
Chapel Hill Firebird
Matador
Regiment 11
Turbo
Cht cmpeake Focus
Matador (;T
Rembrandt
Ultimate
Constitution Grande 11
Millennium
Rendition
Watchdog
Chipper Grccnkeeper
Montauk
Scorpion
Woifpack
Coronado Grrystnne
- -
Mustang 3
Shelby
Alpine Award
Champagne
Midnight
Showcase
Apollo Bariris
Chicago 11
Midnight II
Sonoma
Kentucky Bluegrass
Arcadia Bedazzled
Envicta
Rugby
Air , RAMAally
nxnare
Rimhk, it
On cut and fill slopes greater than :1 erosion control malting shall he installed.
Ferldicer shalt be 10-20-20 analysis. A difj"ereni analysis offernli_er ma}' be used pro r'ided the 1-2-2 ratio is mu in rained and the rate of
application adjusted to prrn ide the same amount cif plant, food as a 10- 3p-20 anah:shs and as directed.
Note: (om imIt Sail (bavenwlian Service for additional informalion concerning other alternatives far 1 egewtion of denuded areas. The
abo►v ivgetation rates are those which do well under local conditions -
Temporary Seeding-- Ferith:er shall Ge the same analysis as specified for Seeding and tlfedrbtng and applied at
the rare of 400 pounds
and seeded at the rare of 50 pounds per ac+e. German Millet or Broviwop Miller shall be used in summer months and n-e grain during
the remainder of the near. The Engineer will determine the exact dates for using each kind of seed.
or a muICh ancnonng tool- A Cis with !)lades set nearly straight can be
used as a mulch anchoring tool.
Q
LL =
Maintenance
I --I Q
Refertkllze if growth Is not fully adequate. Reseed, refertillze and mulch
Q
Immediately following erosion or other damage.
4-
M
M
o
Seeding mixture
Species Rate (Ibfacre)
p
r*-
No
CD
1
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 Ib/acre-
O
W
Seeding dates
z
0
O
Mountains -May 15 -Aug. 15
O_
0
Piedmont --May 1 -Aug. 15
U)
W
z
Coastal Plain -Apr. 15 -Aug. 15
C)
Q
Soil amendments
co0
a
1--
F allow recommendations of soil tests
c
O
z
O
a
Mulch
Apply 4,000 Iblacre straw_ Anchor straw by tacking with aspha It, netting,
w
u
or a mulch anchoring tool- A disk with blades set nearly straight can be
lY
used as a mulch anchoring tool. 00
Sapplemental Seeding-- the kinds o seed and proportions shall he the same as specified or Seedin and Mulching, and the rate a Maintenance
g' f P l'f fi .� 1
application may -vary from 25 to 75 pounds per acre. The actual rate per acre will he determined prior to the time of topdressing and Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
S L O rn E the Contractor rill he notified in writing of the rate per acre, local quantio, needed, and areas on which to apph• the supplemental seed. Immediately following erosion or other damage.
Minimum tillage equipment. consisting of a sod seeder shall be used jar incorporating seed into the suit as to prevent disturbance of
INSTALLATION existing vegetation. A clodbusrer (ball and chain) nlav he used where degree of slopeprr ►rats the use of a sod seeder.
� 12"(30em) DETAIL Mowing:lire mltrlttrtwr moll rttg height .shtrll he.srr irrclres.
7 G�NEER l NG
Fertilizer Topdressing
SOIL AMENDMENTS AND FERTILIZER MUST BE APPLIED BASED ON SOIL TESTS. -0
.�
Soil Pre w NORTH r
? 2„-5„ �� = 6t1 1. Prepare soil before installing rolled p cn n
• ' '' M �� All areas to be seeded or planted shall be tilled a depth of 12". Ripping consists of creating fissures in a criss-cross pattern over the entire Seeding dates p
:.ram::.':: r4.
, • .• . • r.• - - erosion control products (RECPs), CAROLINA
'• 5-12.Scm - - I I II I I (15cm) surface area, utilizing an implement that will not glaze the side walls of the fissures. Site preparation that does not comply with these Moun#alnS-Ail 15 - Dec- 15 z
:•;:';,,._.:;.::. - including any necessary g
documents shall not be acceptable. The depth of soil preparation may be established as a range based on the approval of the reviewing
-� application of lime, fertilizer, and state or local agency. Once tilled or ripped according to the approved plan, all areas are to be returned to the approved final grade. pH Coastal Plain and Pledrnont-Aug. 15 - Dec- O � 0,�� $1(b
- seed. modifiers and/or other soil amendments can be added during the soil preparation procedure or as described below. z P - 2
i - 2. Begin at the top of the slope by Till or disc the prepared areas to be seeded to a minimum depth of four (4) inches. Remove stones larger than three (3) inches on any Soil amendments i IU
=III -I I III III=I anchoring the RECPs in a side, sticks roots and other extraneous materials that surface. If not incorporated during the soil preparation process, add pH modifier Follow Soil tests
-I I=I I I= 11- 611 6"(15cm) deep X 6"(15cm) wide and fertilizers. Spread up to 6" of excess topsoil over the entire area if available. Re -compact the area utilizing a cultipacker roller. The
® - (15cm) trench with approximately 12" finished grade shall be a smooth even soil surface with a loose, uniformly fine texture. All ridges and depressions shall be removed and ���►11 11Il!r,
3B (30cm) of RECPs extended beyond filled to provide the approved surface drainage. Seeding of graded areas is to be done immediately after finished grades are obtained and Mulch z \\�� C►4R r�f�
the up
Anchor the RECPs with a row of Prepare the seed be as described in above in soil preparation. Apply seed at rates specified on the plans, and/or as recommended Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt. netting. O-slope portion of the trench. seedbed preparation is completed. i--1 z �.1 • . �i�
fl
staples/stakes approximately 12" above, with a cyclone seeder, prop type spreader, drill, or hydroseeder on and/or into the prepared bed. Incorporate the seed into the or a mulch anchoring tool. A dish with blades set nearly straight can be i--1 U - AL
(30cm) apart in the bottom of the seed bed as specified. Provide finished grades as specified on the approved plan and carefully culti-pack the seedbed as terrain allows. ust3d aS a mulch anch❑ring tool. J t745A
trench. Backfill and compact the Mulch immediately. L U
trench after stapling. Apply seed to Maintenance rGIN • 4 �1
the compacted soil and fold the PERMANENT SEEDING Repair and refertilize damaged areas immediately. Topdress with 50 `�� SENT
remaining 12"(30cm) portion of Q Iblacre of nitrogen in March. If it is necessary to extent temporary ��t!.;lltt►►����
•� �` RECPs back over the seed and SCALE= NTS
compacted soil. Secure RECPs cover beyond June 15, overseed with 50 Iblacre Kobe (Piedmont and
over compacted soil with a row Coastal Plain) or Korean (Mountains) lespedeza in late February or 1-41-i
_= I I=I I of staples/stakes spaced early March. -.1 w CO
/ N
I IJEJ approximately 12"(30cm) apart CONSTRUCTION SEQUENCE a z U
I __= I I=I I across the width of the RECPs.
= I I=I I =_= 3. Roll the RECPs (A) down or (B) 1. THIS PROJECT IS A COMPOSTING FACILITY SITE DEVELOPMENT. IT INVOLVES CUTTING IN ROADS, COMPOST STORAGE PADS AND Z > z
_ _ _ _ horizontally across the slope. UTILITIES, ALONG WITH PROVIDING THE DRAINAGE FEATURES AS SHOWN ON THE PLANS. THESE PLANS ARE TO PROVIDE Q z
I _ I I M I RECPs will unroll with appropriate COMPLIANCE WITH NC DEQ ESC REQUIREMENTS. w w Q
-I I 1 = I I=I I _ I I=I I side against the soil surface. All 2. HOLD A PRE -CONSTRUCTION MEETING PRIOR TO OBTAINING A LAND DISTURBING PERMIT FROM REGULATORY AUTHORITY. Z V) Z
. (� Q
RECPs must be securely fastened OBTAIN PERMIT
11 _ = to soil surface by placing 3. SURVEY AND DELINEATE THE LIMITS OF DISTURBANCE. w �
=I =_ I I -I I = I I=I I staples/stakes in appropriate 4. SCHEDULE PRE -CONSTRUCTION MEETING WITH ENGINEER AT LEAST 48 HOURS PRIOR TO PROJECT ACTIVATION. INCLUDE LOCAL w � �
3A - locations as shown in the staple REGULATORY AUTHORITY EROSION CONTROL DEPARTMENT IN THE PRE -CONSTRUCTION MEETING INVITE. w = U
= I I=I I _ pattern guide. to
III=I = = 5. INSTALL RAIN GAUGE ON SITE. NO MAJOR GRADING ACTIVITIES ARE TO TAKE PLACE DURING WE WEATHER OR PERIODS OF PREDICTED 0 p
4. The edges of parallel RECPs must w ,� m
_ _ WET WEATHER.
be stapled with approximately 2" - 6. INSTALL PERMIT BOX (INSPECTION REPORTS AND PERMITS TO BE PLACED IN BOX).
5" (5- ) overlap depending 7. INSTALL CONSTRUCTION ENTRANCE / EXITS.
C 1 - = the RECPs type. 8. INSTALL ALL PERIMETER DEVICES SUCH AS SILT FENCE AND SILT DITCHES..
5. Consecutive RECPs spliced down the slope must be end over end 9. HAVE THE SITE INSPECTED BY THE ENGINEER AND REGULATORY AUTHORITY EROSION CONTROL DEPARTMENT PRIOR TO
=
_ 11(7.5cm (Shingle style) with an approximate PROCEEDING WITH MASS GRADING.
3"(7.5cm) overlap. Staple through 10. CONTINUE WITH CLEARING TO REMOVE ALL VEGETATION, INCLUDING ROOT MATS, FROM THE PROPOSED LIMITS OF
overlapped area, approximately DISTURBANCE.
12"(30cm) apart across entire 11. INSTALL CONCRETE PADS PER DETAILS AND IN ACCORDANCE WITH REGULATORY SPECIFICATIONS AND PERMITS. k�
RECPs width. 12. DURING MASS GRADING, BEGIN TO INSTALL PERMANENT RUNOFF CONVEYANCE SYSTEMS SUCH AS STORM DRAINAGE, INLETS, 1�1
=I I U I I I I I=I DITCHES, AND PERMANENT DIVERSION.
'NOTE: 13. INSTALL REMAINING STORM DRAINAGE SYSTEM AND INLET AND OUTLET PROTECTION DEVICES SIMULTANEOUSLY.
Drawing Not To Scale - In loose soil conditions, the use of 14. INSTALL SLOPE MAPPING ON ALL CUT AND FILL SLOPES IN ACCORDANCE WITH PERMIT TIME REQUIREMENTS.
staple or stake lengths greater than 15. MONITOR DUST DURING EARTH MOVING ACTIVITIES. IF DUST FORMS, WET SITE TO ELIMINATE LOSS OF DUST SEDIMENT.
N NORTH 6"(15cm) may be necessary to 16. BRING ALL FILL AREAS TO FINAL GRADE. A GEOTECH MUST MONITOR ALL FILL BANKS AND MATERIAL FORMING THE ROAD BASE
n�a r, AMERICAN properly secure the RECPs.
GREEN" AND ALL CUT AND FILL SLOPES GREATER THAN 3:1.
17. FINE GRADE ROADS.
5401 St. Wendel - Cynthiana Rd. PH: 800-722-2040 18. INSTALL STONE ON ROAD AREAS.
Poseyville, iN 47633 www.nagreen.com 19. PROVIDE PERMANENT VEGETATION FOR THE REMAINDER OF THE SITE.
20. THE SITE SHOULD BE STABILIZED WITH ALL E&SC MEASURES REMOVED PRIOR TO REQUESTING A CLOSE OUT INSPECTION FROM THE LQS
INSPECTOR. CONTACT EROSION CONTROL INSPECTOR AND REQUEST CLOSEOUT OF THE CONSTRUCTION ACTIVITIES PERMIT.
ONCE APPROVED, REMOVE ALL SEDIMENT FENCE, COLLECTED SEDIMENT, INLET PROTECTION, ETC. AND DISPOSE IN PERMITTED
CONSTRUCTION DEBRIS LANDFILL.
CONSTRUCTION SEQUENCE P scnLe= NITS

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE
NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction activity
being considered compliant with the Ground Stabilization and Materials Handling sections of the
NCGO1 Construction General Permit (Sections E and F, respectively). The permittee shall comply
with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction.
All details and specifications shown on this sheet may not apply depending on site conditions and
the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
many calendar
Site Area Description
days after ceasing
Timeframe variations
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary ground
stabilization shall be converted to permanent ground stabilization as soon as practicable but in no
case longer than 90 calendar days after the last land disturbing activity. Temporary ground
stabilization shall be maintained in a manner to render the surface stable against accelerated
erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
° Temporary grass seed covered with straw or other
oPermanent grass seed covered with
mulches and tackifiers
straw or other mulches and tackifiers
• Hydroseeding
o Geotextile fabrics such as permanent
• Rolled erosion control products with or without
soil reinforcement matting
temporary grass seed
o Hydroseeding
• Appropriately applied straw or other mulch
o Shrubs or other permanent plantings
• Plastic sheeting
covered with mulch
o Uniform and evenly distributed ground
cover sufficient to restrain erosion
Structural methods such as concrete,
asphalt or retaining walls
Rolled erosion control products with
grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project.
4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste
(recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem has
been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a
recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on
site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters
unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff from
upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or provide
secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers
overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless
no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction
sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or
wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable,
provide relocation of portable toilet behind silt fence or place on a gravel pad and surround
with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot
traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a
licensed sanitary waste hauler to remove leaking portable toilets and replace with properly
operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet
away from storm drain inlets, sediment basins, perimeter sediment controls and surface
waters unless it can be shown no other alternatives are reasonably available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet
from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the
approved plan and any additional requirements. Soil stabilization is defined as vegetative,
physical or chemical coverage techniques that will restrain accelerated erosion on disturbed
soils for temporary or permanent control needs.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A
SANDBAGS (TYP.)
OR STAPLES
0 M
O 0
0
O
10 MIL
O
1:1 PLASTIC SANDBAGS (TYP.)
SILT FENCE_VP
LINING
SIDE SLOPE OR STAPLES
0
0
(TYP.)
=_
00
00
A
HIGH
C OR
OW FILTRATION OR STAPLES
`qff HIGH
90IL BERM ON 10 MIL
' COHESIVE
_ LOW FILTRATION
SLOPE
�r
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.) NOTES:
WASHOUT
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75%
OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY
MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
�g
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
PLAN
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR
SOLID REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE HOLDING
CAPACITY WITH A MINIMUM 12 INCHES OF
FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO
BE CLEARY MARKED WITH SIGNAGE NOTING
DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state
solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in addition place
the mixer and associated materials on impervious barrier and within lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for review and
approval. If local standard details are not available, use one of the two types of temporary
concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections.
Stormwater accumulated within the washout may not be pumped into or discharged to the
storm drain system or receiving surface waters. Liquid waste must be pumped out and
removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be
shown that no other alternatives are reasonably available. At a minimum, install protection
of storm drain inlet(s) closest to the washout which could receive spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad
in front of the washout. Additional controls may be required by the approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project limits.
Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit overflow
events. Replace the tarp, sand bags or other temporary structural components when no
longer functional. When utilizing alternative or proprietary products, follow manufacturer's
instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of in an
approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by
removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the label, which
lists directions for use, ingredients and first aid steps in case of accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or
where they may spill or leak into wells, stormwater drains, ground water or surface water. If
a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EFFECTIVE: 04/01/19
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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Inspect
Frequency
Inspection records must include:
(during normal
business hours
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
(anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
1. Identification of the measures inspected,
Measures
At least once per
2. Date and time of the inspection,
and within 24
7 calendar days
3. Name of the person performing the inspection,
hours of a rain
and within
4. Indication of whether the measures were operating
event > 1.0 inch in
hours of a rain
a
properly,
24 hours
event > 1.0 inch in
5. Description of maintenance needs for the measure,
24 hours
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
1. Identification of the discharge outfalls inspected,
discharge
At least once per
2. Date and time of the inspection,
outfalls (SDCs)
7 calendar days
3. Name of the person performing the inspection,
and within 24
4. Evidence of indicators of stormwater pollution such as oil
hours of a rain
sheen, floating or suspended solids or discoloration,
event > 1.0 inch in
5. Indication of visible sediment leaving the site,
24 hours
6. Description, evidence, and date of corrective actions taken.
At least once per
If visible sedimentation is found outside site limits, then a record
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
(4) Perimeter of
hours of a rain
the site limits,
site
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
(5) Streams or
At least once per
if the stream or wetland as increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
1. The phase of grading (installation of perimeter
stabilization
After each phase
measures, clearing and grubbing, installation of storm
of grading
drainage facilities, completion of all land -disturbing
measures
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copyof the
and does not significantly deviate from the
approved E&SC plan or complete, date and sign an
locations, dimensions and relative elevations
inspection report that lists each E&SC measure shown
shown on the approved E&SC plan.
on the approved E&SC plan. This documentation is
plan. This documentation is required upon the
required upon the initial installation of the E&C
initial installation of the E&SC measures or if
measures or if the E&SC measures are modified after
the E&SC measures are modified after initial
initial installation.
installation.
(b) A phase of grading has been completed. Initial and
Initial and date a copy of the approved E&SC plan or
date a copy of the approved E&SC
complete, date and sign an inspection report to indicate
plan or complete, date and sign an inspection
completion of the construction phase.
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
in accordance with the approved E&SC
Initial and date a copy of the approved E&SC plan or
plan.
complete, date and sign an inspection report to indicate
compliance with approved ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
Complete, date and sign an inspection report.
have been performed.
(e) Corrective actions have been taken
to E&SC measures.
Initial and date a copy of the approved E&SC plan or
report to indicate the completion of the
complete, date and sign an inspection report to indicate
corrective action.
the completion of the corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request [40 CFR 122.41]
PART II, SECTION G. ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
They are 25 gallons or more,
They are less than 25 gallons but cannot be cleaned up within 24 hours,
They cause sheen on surface waters (regardless of volume), or
They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
• Within 24 hours, an oral or electronic notification.
(a) Visible sediment
• Within 7 calendar days, a report that contains a description of the
deposition in a
sediment and actions taken to address the cause of the deposition.
stream or wetland
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
• Within 24 hours, an oral or electronic notification. The notification
(b) Oil spills and release
shall include information about the date, time, nature, volume and
of hazardous substances
location of the spill cr release.
per Item 1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
• Within 24 hours, an oral or electronic notification.
(e) Noncompliance
• Within 7 calendar days, a report that contains a description of the
with the conditions
noncompliance, and its causes; the period of noncompliance,
this permit that
including exact dates and times, and if the noncompliance has not
m
may endanger
been corrected, the anticipated time noncompliance is expected to
or the
continue; and steps taken or planned to reduce, eliminate, and
envhealth
1
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
CFR
CFR 122.41(1)(7)1
2.41( )(
EFFECTIVE: 04/01/19
NORTH CAROLINA
Environmental Quality
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LEGEND
PROPOSED GRAVEL ROAD
SEE DETAIL
EARTH PAD FOR CURING, WINDROWS, AND
SCREENING AREA TO MEET REQUIREMENTS
OF 15A NCAC 13B .1404
50 ' SETBACKSHALL BE MAINTAINED BETWEEN
ALL PROPERTY LINES AND COMPOST AREAS
EXISTING RIGHT OF WAY
EXIST. BOUNDARY
-
EXIST. ADJOINER
- —
EXIST. STREAM
EXIST. STREAM BUFFER
EXIST. MINOR CONTOUR
—ELEV—
EXIST. MAJOR CONTOUR
SF
TEMP. SILT FENCE
TEMP. CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
EM
TEMP. REINFORCED STABILIZED OUTLET
TEMP. SLOPE MATTING
TEMP. ROCK PIPE
INLET PROTECTION
- -
RIP RAP LINED DITCH
NEW STORM PIPE
NEW MINOR CONTOUR
NEW MAJOR CONTOUR
ELEV
NEW WALL (BY OTHERS)
P-SE
NEW STORMWATER EASEMENT
TEMP. EXCAVATED DROP
INLET PROTECTION
TEMP. HARDWARE CLOTH AND
GRAVEL INLET PROTECTION
NEW OUTLET PROTECTION
®
NEW YARD INLET
PILOT KNOB TRAIL
EXISTING ROADSIDE DITCH
0 20 40 60
SCALE. 1 "= 2 Q
DEVELOPMENT DATA
PROPERTY ADDRESS: 1323 PILOT KNOB TRAIL
MARSHALL, NC 28753
PROPERTY OWNER: ADAM SCHWARTZ
CONTACT: ADAM SCHWARTZ
ADDRESS: 4276 RECTOR CORNER ROAD
MARSHALL, NC 28753
EMAIL: [e-mail]
PHONE: [phone] (0) 828-774-9292 (C)
PIN NUMBER: 9704-59-2508
PROPERTY SIZE: 7.34 ACRES
DISTURBED AREA: 2.0 ACRES
CUT VOLUME: 2,300 CY
FILL VOLUME: 2,300 CY
NET IMPORT/EXPORT:0
ARE WASTE OR BORROW AREAS PROPOSED: NO
SOIL TYPES: CtC2, CtD2, EvE2, TaC
ZONING DISTRICT: OPEN USE
DEED: 778-611
LAT/LONG: 35.753598414302076,-82.69034770242996
FEMA FLOOD PANEL: 9704 EFFECTIVE DATE: 1/6/2010
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m
500' RADIUS AROUND THE COMPOSTING FACILITY
EXISTING CREEK
EXISTING 12' GRAVEL ROAD (TYP)
PILOT KNOB TRAIL
RECTOR CORNER ROAD
0 100 200 300
SCALE: 1 "= 10 0
pm
M.
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