WQ0044463_More Information Received_20230921

Initial Review
Reviewer
nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * WQ0044463
Applicant/Permittee Mulberry Farm - Madison, LLC
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Jessi Banks
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
7045604035
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:* WQ0044463
Has Current Existing permit number
Applicant/Permittee Address* 1126 UPPER THOMAS BRANCH ROAD MARSHALL, NORTH CAROLINA 28753
Facility Name* Mulberry Farm WWIS
Please provide comments/notes on your current submittal below.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
WQ0044463 Response (with Soils).pdf 40.6MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
TESS/ #.4-/TS
Submission Date 9/21/2023

Z�WST
Engineers and Soil Scientists 9/22/2023
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Cord Anthony, Engineer 11
NC Department of Environmental Quality
Division of Water Resources / Water Quality Permitting
NPDES Industrial Permitting, Wastewater Branch
512 N. Salisbury Street
Raleigh, NC 27604
Subject: Application No. WQ0044463
Additional Information Request
Mulberry Farm WWIS
Wastewater Irrigation System
Madison County
Dear Mr. Anthony,
Thank you for your comments regarding the application for the Mulberry Farm WWIS
(Application No. WQ0044463).
Below, please find a response to each of the questions/comments listed in your letter
dated August 25, 2023. To facilitate the review of this response, I have included each
point from the comment letter in bold.
A. Cover Letter:
1. The cover letter notes that the proposed system will receive waste from The
School of Wholeness and Enlightenment (SoWE). However, the provided
Wastewater Treatment Agreement states that wastewater will be treated via
facilities owned by the Mulberry Farm Property Owners Association. This
suggests that not all the irrigated effluent will originate from the SoWE.
Please clarify the origin(s) of the irrigated effluent and how treatment
standards will be monitored.

When referred to throughout the submittal, School of Wholeness and
Enlightenment (SoWE) is referring to the entire planned development, which is
where all treated effluent being irrigated originates from; the full name of the
campus is the SoWE Mountain Jewel Center for Wholeness & Enlightenment.
Please note that the name "School of Wholeness and Enlightenment" (SoWE) is
also the name of the nonprofit institution that owns and funds the project. There
are similarly named buildings on campus (School of Healing and Enlightenment,
SoHE, and School of Business Wisdom, SoBW).
The campus is colloquially called "Mulberry Farm," as Mulberry Gap Farm
was the dairy farm that previously existed on an area of the campus. Mulberry
Farm also refers to the limited liability company that owns the campus, "Mulberry
Farm — Madison LLC" as seen in the application. They own all facilities
composing the Mulberry Farm Property Owners Association.
Treatment standards will be monitored through samples taken by a licensed
operator. The operator will work closely with SoWE to monitor the water quality
throughout the treatment facility. Effluent will also be sampled from the inlet line
to the pump chamber of the Surface Irrigation System to ensure compliance. If
desired, these samples can be included in reports to DWR.
C. Application (Form: WWIS 06-16):
1. Section V11 of the application lists a designed annual hydraulic loading rate
of 14.34 in/yr across 6.11 acres. Using these numbers, an average overall
irrigation capacity of 6,522 GPD was found. This is below the 10,000 GPD
currently requested for the facility. Additionally, the soil scientist
recommended a wetted acreage of 12.89 acres to handle the proposed effluent
disposal volume. Please double-check the design calculations for the system
to ensure that adequate disposal capacity exists.
The irrigation system will only be receiving effluent during the time period of
March 7 and October 31 (a total of 238 days), as listed in the column labelled "If
Seasonal, list appropriate months" of the table found in Section VII.3. Using this,
the flowrate is calculated via the following:
251,992 ft2 x year x ft X 3 7.4805 gal X 15.15 in _ 10,000 gal
238 days 12 in ftyear day

Whereas if the system were to receive effluent the full 365 days, it would
result in the following daily flow:
251,992 f t2 x year x f t x
365 days 12 in
7.481 gal 15.15 in 6,520 gal
f t3 x year day
Drawing SS-1 found on page 12 of the LSS Report shows an approximate
total acreage available for wastewater irrigation to be 12.19 acres. The 12.89 acres
referenced in Section 5.0 of the report is likely referencing the total potential area.
Section 5.0 also references the recommended irrigation rate of 0.5 in/week. If we
were to consider 12.89 acres of actual application area at 0.5 in/week, it would
result in a maximum daily flow of 24,933 GPD, via the equation below:
43,560 f t2 7.481 gal 1 f t
12.89 acre x 1 acre x f t3 x 12 in x
0.5 in 52 weeks 1 year 24,933 gal
week x year x 365 days day
D. Property Ownership Documentation:
1. Per 15A NCAC 02T .0504(f), property ownership documentation shall be
provided. The Deed of Combination included in the permit application
package is for a neighboring parcel. Please provide property ownership
documentation and any other easements or landowner agreements where the
proposed irrigation fields will be constructed (Parcel No. 8799408553).
Please see the pertinent deed included with this letter as Attachment 2.
E. Soil Evaluation:
1. The Soil Evaluation included with the permit application package was not
signed and sealed by a licensed soil scientist. Per 15A NCAC 02T .0504(b) a
Soil Evaluation shall be signed, sealed, and dated by a North Carolina
Licensed Soil Scientist. Please revise the Soil Evaluation).
Please see the attached response from LRM (Attachment 5).
2. The soil scientist notes a maximum irrigable output from surface drip lines to
be 0.124 in/hr. The designed rates for Fields A and B, however, are listed as
0.188 in/hr. Please clarify where this excess flow is originating from.

Please see the attached response from LRM (Attachment 5). Additionally, this
system features drip tubing for dosing and spray heads for flushing. The soil
report references the maximum drip tubing emitter capability (2 feet spacing, 4
feet on center, at a rate of 0.62 gal/hr) being 0.124 in/hr and noting it is less than
the recommended instantaneous rate of 1.47 in/hr, which is the maximum overall
based on his recommendation. Our calculation includes the flow from combined
dosing and flushing conditions occurring simultaneously.
3. On July 13, 2023, Regional Soil Scientist Patrick Mitchell evaluated the site.
In the discussion/recommendation section of the report, the following was
stated: "Given the relatively thin topsoil in places, the fine -loamy soil
textures found within the topsoil, and the steep slopes in the proposed
irrigation area, a maximum hourly irrigation rate of 0.15 inches/hour may be
appropriate." Please respond to the above comment and provide further
justification on why a maximum hourly hydraulic loading rate of 1.47 in/hr is
appropriate for the site.
Please see the attached response from LRM (Attachment 5). Additionally,
please refer to Section 3.1 of the Soils Report, which advises remaining at or
below a range of 0.35-0.65 in/hr. The application has been updated to reflect this
more conservative range, and the rate of 1.47 in/hr has been replaced with 0.35
in/hr (Attachment 1). The maximum for the combined dosing and flushing
condition is 0.188 in/hr, or approximately 53% of the lower recommendation of
the LSS.
H. Water Balance:
1. Form: WWIS 06-16 lists the yearly irrigation rate as 14.34 in/yr while the
Water Balance lists the irrigation rate as 15.14 in/yr. Please confirm which
value is correct for the design and revise.
The water balance's irrigation rate of 15.15 in/yr is based on the loading rate
from the minimum dripline required, whereas the table in WWIS 06-16 requested
the designed loading rate, which was interpreted as the loading rate based on the
actual design's total dripline, which would equate to an irrigation rate of 14.34
in/yr. The loading rate in WWIS 06-16 has been updated to 15.15 in/yr, to reflect
the possibility that the installer could theoretically employ all 3,573 feet of
potential blanking, therefore rendering the minimum and design rates equal at
15.15 in/yr.

2. A drainage coefficient of 12.5% is being used instead of the typical maximum
of 10%. This was not discussed in the Soil Evaluation. Please revise the Soil
Evaluation to justify the use of this drainage coefficient.
Please see the attached response from LRM (Attachment 5). With adherence
to the 0.5 in/week application depth, the LSS allows for a drainage factor of up to
15 %.
I. Engineering Plans:
1. Per 15A NCAC 02L .0107(b), a compliance boundary shall be established
either 250 feet from the waste boundary or 50 feet within the property
boundary, whichever is closest to the source. The compliance boundary is
delineated on the Engineering Plans; however, no monitoring wells are
shown. Section IV.10 of Form: WWIS 06-16 mentions waste meeting
reclaimed standards. This claim, however, is not mentioned elsewhere within
the application. The permit for the treatment facility will be required to
verify waste is being treated to reclaimed standard.
How will groundwater quality within the compliance boundary be
monitored? Furthermore, regional staff noted the proximity of the
application area toe slope to multiple blue line streams. The addition of
monitoring wells in these areas was recommended by regional staff. Please
provide further information on preventative measures in place to avoid
runoff and/or subsurface flow into these streams.
The effluent is being treated to TS-II treatment standard via the subsurface
requirement; no permit associated states "reclaimed" as it is not being used as
such, but the treatment quality itself meets the standard. A point of major
discussion during the on -site evaluation with regional staff was the potential
benefits versus definite disturbances the addition of monitoring wells would
cause. Access is minimal and for a well -drilling vehicle to reach the blue line
stream would require large sections of forest to be removed for vehicle access.
With high quality effluent tested prior to entering storage/dosing chamber,
very good infiltration rates in the areas of the sprayfields (per nearby Ksats in the
soils report), consistent and deep soils, and the maintaining of setbacks, it is in
AWT's opinion that monitoring wells would not be as beneficial as effluent and
stream quality monitoring to ensure compliance.

K. Engineering Calculations:
1. Per 15A NCAC 02T .0504(c)(3), representative Engineering Calculations
shall be provided. According to the calculations, an average flow of 10,000
GPD was given for the proposed surface irrigation system. This seems to be
based on the overall capacity of the separately permitted treatment plant
minus the capacity of the separately permitted 5,000 GPD subsurface
irrigation system.
The permit application package, however, specifies that the intent of the
proposed surface irrigation system is to receive treated wastewater from The
School of Wholeness and Enlightenment. Please provide calculations for the
expected daily flow from The School of Wholeness and Enlightenment
during an average day of operation pursuant to 15A NCAC 02T .0114
Please reference the response given to Appendix A in this letter for context
regarding SoWE as the entire campus referenced and not a singular facility. The
expected flows are based on a maximum occupancy model of 220 guests and 30
staff at 60 GPD each, resulting in an expected 15,000 GPD. This estimate is based
on standard 2 person per 120 GPD bedroom sizing, residential care facilities,
summer camps with food preparation and laundry facilities, boarding school
student & employee estimate models. Additionally, flow data will be included in
DWR reports to ensure that the total effluent sent to the surface irrigation system
never exceeds 10,000 GPD.
2. Per 15A NCAC 02T .0504(c)(3), calculations for the designed hydraulic
loading rates shall be provided. The Engineering Plans indicate that the
spray head wetted area (utilized for line flushing) will overlap the currently
designed subsurface drip irrigation system within the proposed Fields A and
B. There is concern that the additional loading from the surface spray heads
combined with subsurface drip irrigation could cause hydraulic overloading
and runoff. Please provide the maximum loading rate achieved in these areas
during flushing (i.e., worst -case scenario).
Please see Attachment 3 to this letter, composed of additional pages to
accompany the originally submitted Appendix K reflecting the dripfield layout
found on drawing DS-6.00, calculations for dripfield sizing, and calculations for
the instantaneous precipitation rate information based on wetted area provided.
Values of the designed loading rate (in/hr) for A and B in the table located on
WWIS 06-16 Section V.II.8 reflect the overlapping rates: (1) 0.122 in/hr for the
dripline (LRM references 0.124 in/hr for the dripline, whereas our calculations
including exact product specified come out to 0.122 in/hr), and (2) 0.065 in/hr for
the sprayheads (as referenced in the sprayfield sizing calculations page found in
Appendix K), totaling 0.1875 in/hr. Areas A and B are the only areas with
sprayheads overlapping drip areas in the lower zones of their design. Values for

Areas C, D, and E all reflect exclusively the drip tubing, as their areas include no
spray component, therefore only total 0.122 in/hr.
Additionally, the total additional loading to the wetted area of each trio of
sprayheads is not a concern for hydraulic overloading due to the total additional
effluent applied from the flushing adding a maximum of 0.736 in/yr total. The
total loading rate for exclusively the wetted area would theoretically reach 15.89
in/yr total for the 5.9% of drainfield wetted by Area A sprayheads and 15.58 in/yr
for the 5.4% wetted by Area B sprayheads. These totals were estimated using the
following table:
AREA A SPRAYHEADTRIO
sprayhead flowrate 10.17 gpm
flush time 1 min
zones to trio
19
zones
total all flush
193.23
gal/flush
days in use
238
days/yr
max daily flow
10,000
gal/day
total dosed yearly
2,380,000
gal/yr
doses before flush
10
doses
total dose vol
6,648
gal/dose
total priortoflush
66,480
gal (of dose)
total flushes yearly
35.80
flushes/yr
total vol yearly
6,917.68
gal
wetted area
15078
sqft
SPRAYTOTAL
0.7360
in/yr
theoretical total
15.89
in/yr
L. Site Map:
AREA B SPRAYHEAD TRIO
sprayhead flowrate 10.17 gpm
flushtime 1 min
zones to trio 11 zones
total all flush 111.87 gal/flush
days in use 238 days/yr
maxdailyflow 10,000 gal/day
total dosed yearly 2,380,000 gal/yr
doses before flush 10 doses
total dose vol 6,648 gal/dose
total priortoflush 66,480 gal (of dose)
total flushes yearly 35.80 flushes/yr
total vol yearly 4,004.97 gal
wetted area 14919 sqft
SPRAYTOTAL 0.4306 in/yr
ij theoretical total 15.58 in/yr
1. It is difficult to determine the location of the surface drip irrigation fields,
spray heads, existing subsurface drip irrigation fields, storage units,
treatment system, buildings, and boundaries with one another. Surface water
features are also difficult to discern. Additionally, the compliance/review
boundaries and multiple setbacks are either missing or not labeled. Please
resubmit a Site Map that clearly shows the requirements of 15A NCAC 02T
.0504(d) and ensure that all setbacks are being met, especially concerning
any surface water features located on the property.
The Overall Site map (DS-2.00), previously used as the Appendix L
component, is to be replaced by the Surface Irrigation Site Map (DS-2.02), which
can be found as Attachment 4 to this letter. This site map, originally found in the
engineering plans, includes the aforementioned boundary labels. Additionally, the
scale bar, north arrow, additional labelling of the storage and dosing tanks, and
additional distance markers for setbacks have been added.

Detailed views of the campus facilities, wastewater treatment center, and
subsurface irrigation areas were not included in the submittal as they fell outside
of the pertinent 500' radius and are not to be included in the coverage of this
irrigation permit. Items with required setbacks falling within 500' radius of the
system are labelled with distance markers indicating the closest point between it
and the system, per 15A NCAC 02T.
2. Per 15A NCAC 02T .0504(d), a scaled Site Map shall be included. Please
include whichever scale has been utilized for the Site Map.
Please see Attachment 4 to this letter.
P. Additional Documentation:
➢ Existing Permit:
1. The attachment of any previous permits is a requirement of Form:
WWIS 06-16. It was noted that treatment would occur via a wastewater
treatment system separately permitted through the Madison County EHS
and owned by the Mulberry Farm Property Owner Association. Please
provide a copy of this permit.
The permit is an Engineered Option Permit and currently being installed.
As the construction is ongoing, the Operation Permit for the system has not
yet been issued. If needed, please consider this application as for construction
only until the OP for the subsurface system has been issued.
Thank you for your assistance with this review. If you have any further questions or
comments, please feel free to contact me at 919-367-6310 or via email at
kdavidsongagriwaste. com.
Regards,
Kevin D. Davidson, P.E.
V.P. of Engineering

Attachment 1.
Updated Wastewater Irrigation System Application

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with 15A NCAC 02H .0400 (if necessary), 15A
NCAC 02L .0100, 15A NCAC 02T .01009 15A NCAC 02T .0700, Division Policies and good engineering practices. Failure to
submit all required items will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting an application to the Water Quality Permitting Section's Non -Discharge Permitting Unit, please use the
following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking
the provided boxes will help produce a quicker review time and reduce the amount of requested additional information.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ). The appropriate fee amount for new and major modification applications may be found at: Standard Review
Project Fees.
C. Wastewater Irrigation Systems (FORM: WWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Wastewater Irrigation Systems (FORM: WWIS 06-16) application. Any
unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due
to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the
section and item to which they refer.
® If the Applicant Type in Item L2. is a corporation or company, provide documentation it is registered for business with the
North Carolina SecretM of State.
❑ If the Applicant Type in Item L2. is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The facility name in Item IL 1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 12 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 12 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
D. Property Ownership Documentation (All Application Packages):
➢ Per 15A NCAC 02T .0504(f), the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
® Legal documentation of ownership (i.e., GIS deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
❑ Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 6

E. Soil Evaluation (All Application Packages that include new irrigation sites):
® Per 15A NCAC 02T .0504(b) and the Soil Scientist Evaluation Policy, submit a detailed soil evaluation that has been signed,
sealed and dated by a North Carolina Licensed Soil Scientist and includes at a minimum:
® The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
® Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Provide all soil boring logs performed at the site.
® Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
❑ Acidity ❑ Exchangeable sodium percentage (by calculation) ❑ Phosphorus
❑ Base saturation (by calculation) ❑ Magnesium ❑ Potassium
❑ Calcium ❑ Manganese ❑ Sodium
❑ Cation exchange capacity ❑ Percent humic matter ❑ Zinc
❑ Copper ❑ pH
➢ Saturated hydraulic conductivity (KSAT) data that shall include at a minimum:
® A minimum of three KSAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
® All KSAT tests shall be conducted in areas representative of the site.
® All KSAT tests shall be run until steady-state equilibrium has been achieved.
® All collected KSAT data shall be submitted, including copies of field worksheets showing all collected readings.
® Submit a soil profile description for each KsAT data point that shall extend at least one foot below the tested horizon.
➢ Soil evaluation recommendations shall include at a minimum:
® A brief summary of each map unit and its composition and identification of minor contrasting soils.
® Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
® Seasonal irrigation restrictions, if appropriate.
® Identification of areas not suitable for wastewater irrigation.
® Recommended geometric mean KSAT rate to be used in the water balance for each soil/map unit based upon in -situ
measurement of the saturated hydraulic conductivity from the most restrictive horizon.
® Recommended drainage coefficient to be used in the water balance based upon comprehensive site evaluation, review
of collected onsite data, minor amounts of contrasting soils and the nature of the wastewater to be applied.
® Recommended annual hydraulic loading rate (in/yr) for each soil/map unit within the proposed irrigation areas based
upon in -situ KSAT measurements form the most restrictive soil horizon.
NOTE — If the soil evaluation was performed more than one year prior to the submittal of this application package, a statement shall
be included indicating that the site has not changed since the original investigation.
F. Agronomist Evaluation (All Application Packages that include new irrigation sites or new crops for existing irrigation sites):
® Per 15A NCAC 02T .0504(i), submit an agronomist evaluation that has been signed, sealed and dated by a qualified professional
and includes at a minimum:
® Proposed nutrient uptake values for each cover crop based upon each field's dominant soil series and percent slope.
® Plant available nitrogen calculations for each cover crop using the designed effluent concentrations in Application Item
V.1. and proposed mineralization and volatilization rates.
® Historical site consideration, soil binding and plant uptake of phosphorus.
® Seasonal irrigation restrictions, if appropriate.
® A clear and reproducible map showing all areas investigated and their relation to proposed fields and crops.
® Maintenance and management plan for all specified crops.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 6

G. Hydrogeologic Report (All Application Packages treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02T .0504(e), the Hydrogeologic Investigation and Reporting Policy, the Groundwater Modeling Policy and
the Performance and Analysis of Aquifer Slug Tests and Pumping Tests Policy, submit a detailed hydrogeologic description
that has been signed, sealed and dated by a qualified professional and includes at a minimum:
❑ A hydrogeologic description to a depth of 20 feet below land surface or bedrock, whichever is less. A greater depth of
investigation is required if the respective depth is used in predictive calculations.
❑ Representative borings within the irrigation areas and all proposed earthen impoundments.
❑ A description of the regional and local geology and hydrogeology.
❑ A description, based on field observations of the site, of the site topographic setting, streams, springs and other groundwater
discharge features, drainage features, existing and abandoned wells, rock outcrops, and other features that may affect the
movement of the contaminant plume and treated wastewater.
❑ Changes in lithology underlying the site.
❑ Depth to bedrock and occurrence of any rock outcrops.
❑ The hydraulic conductivity and transmissivity of the affected aquifer(s).
❑ Depth to the seasonal high water table (SHWT).
❑ A discussion of the relationship between the affected aquifers of the site to local and regional geologic and hydrogeologic
features.
❑ A discussion of the groundwater flow regime of the site prior to operation of the proposed facility and post operation of
the proposed facility focusing on the relationship of the system to groundwater receptors, groundwater discharge features,
and groundwater flow media.
❑ If the SHWT is within six feet of the surface, a mounding analysis to predict the level of the SHWT after wastewater
application.
H. Water Balance (All Application Packages that include new or modified irrigation sites, changes in flow or changes in storage):
® Per 15A NCAC 02T .0504(k) and the Water Balance Calculation Policy, submit a water balance that has been signed, sealed
and dated by a qualified professional and includes at a minimum:
® At least a two-year iteration of data computation that considers precipitation into and evaporation from all open atmosphere
storage impoundments, and uses a variable number of days per month
® Precipitation based on the 801 percentile and a minimum of 30 years of observed data.
® Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
® Soil drainage based on the geometric mean of the in -situ KsAT tests in the most restrictive horizon and a drainage coefficient
ranging from 4 to 10% (unless otherwise technically documented).
➢ Other factors that may restrict the hydraulic loading rate when determining a water balance include:
❑ Depth to the SHWT and groundwater lateral movement that may result in groundwater mounding.
❑ Nutrient limitations and seasonal application times to ensure wastewater irrigation does not exceed agronomic rates.
❑ Crop management activities resulting in cessation of irrigation for crop removal.
NOTE — Wastewater Irrigation Systems serving residential facilities shall have a minimum of 14 days of wet weather storage.
L Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .0504(c)(1), submit standard size and I I x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer, and shall include at a minimum:
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references and a vicinity map.
® A process and instrumentation diagram showing all flow, recycle/return, aeration, chemical, electrical and wasting paths.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations.
® Details of all piping, valves, pumps, blowers, mixers, diffusers, recording devices, fencing, auxiliary power, etc.
® A hydraulic profile from the treatment plant headworks to the highest irrigation point.
® The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
® Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
® Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
® For automated irrigation systems, provide the location and details of the precipitation/soil moisture sensor.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 6

J. Specifications (All Application Packages):
® Per 15A NCAC 02T .0504(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer, and shall include at a minimum:
® Table of contents with each section/page numbered.
® Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), nozzles/emitters, precipitation/soil moisture sensor (if applicable),
audible/visual high water alarms, liner material, etc.
® Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
® Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
® Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
® Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
K. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0504(c)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer, and shall include at a minimum:
❑ Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined.
® Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.).
® Total and effective storage calculations for each storage unit.
® Friction/total dynamic head calculations and system curve analysis for each pump used.
® Manufacturer's information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, irrigation system, etc.
® Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
® A demonstration that the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
❑ A demonstration that the specified auxiliary power source is capable of powering all essential treatment units.
L. Site Map (All Application Packages):
® Per 15A NCAC 02T .0504(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Surveyor, and shall include at a minimum:
® A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and
showing all facility -related structures and fences within the wastewater treatment, storage and irrigation areas.
® Soil mapping units shown on all irrigation sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108, and 15A NCAC 02T .0506(c)
if applicable.
® Setbacks as required by 15A NCAC 02T .0506.
® Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
NOTE — For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
M. Power Reliability Plan (All Application Packages):
® Per 15A NCAC 02T .0505(1), submit documentation of power reliability that shall consist of at a minimum:
❑ An automatically activated standby power supply onsite that is capable of powering all essential treatment units under
design conditions, OR
➢ Approval from the Director that the facility:
® Serves a private water distribution system that has automatic shut-off during power failures and has no elevated water
storage tanks,
® Has sufficient storage capacity that no potential for overflow exists, and
® Can tolerate septic wastewater due to prolonged detention.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 6

N. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0507, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment, storage
and irrigation systems that shall include at a minimum a description of:
® Operation of the wastewater treatment, storage and irrigation systems in sufficient detail to show what operations are
necessary for the system to function and by whom the functions are to be conducted.
® Anticipated maintenance of the wastewater treatment, storage and irrigation systems.
® Safety measures, including restriction of access to the site and equipment.
® Spill prevention provisions such as response to upsets and bypasses, including how to control, contain and remediate.
® Contact information for plant personnel, emergency responders and regulatory agencies.
NOTE — A final O&M Plan shall be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
O. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
® Per 15A NCAC 02T .0504(i) and .0508, submit a Residuals Management Plan that shall include at a minimum:
® A detailed explanation of how generated residuals (including trash, sediment and grit) willbe collected, handled, processed,
stored, treated, and disposed.
® An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed.
NOTE — Per 15A NCAC 02T .0505(o), a minimum of 30 days of residual storage shall be provided.
NOTE — Per 15A NCAC 02T .0504d), a written commitment to the Applicant from a Permittee of a Department approved residuals
disposal/utilization program is not required at the time of this application, however, it shall be provided prior to operation of any
permitted facilities herein.
NOTE — If an on -site restaurant or other business with food preparation is contributing wastewater to this system, an oil/grease
disposal plan shall be submitted.
P. Additional Documentation:
➢ Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0I 15(a)(1) and .0504(g), provide the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be
served by the wastewater treatment and irrigation system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
➢ Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
➢ Final Environmental Document (All Application Packages using public monies or lands subject to the North Carolina
Environmental Policy Act under 15A NCAC 01C .0100 to .0400):
❑ Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and three copies of the final
environmental document (i.e., Finding of No Significant Impact or Record of Decision).
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the wastewater treatment and irrigation system.
➢ Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
❑ Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with all local ordinances regarding construction or operation of wastewater treatment and/or disposal facilities
within the floodplain.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 5 of 6

P. Additional Documentation (continued):
➢ Operational Agreements (All Application Packages for Home/Property Owners' Associations and Developers of lots to be
sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit the proposed or approved Articles of Incorporation, Declarations and By-laws.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DE)).
➢ Threatened or Endangered Aquatic Species Documentation (All Application Packages):
® Per 15A NCAC 02T .0105(c)(10), submit documentation from the Department's Natural Heritage Program demonstrating
the presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment,
storage and irrigation facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .0110.
➢ Wastewater Chemical Analysis (All Application Packages treating Industrial Waste):
❑ Per 15A NCAC 02T .0504(h), provide a complete Division certified laboratory chemical analysis of the effluent to be
irrigated for the following parameters (For new facilities, an analysis from a similar facility's effluent is acceptable):
❑ Ammonia Nitrogen (NH3-N) ❑ Nitrate Nitrogen (NOs-N) ❑ Total Organic Carbon
❑ Calcium ❑ pH ❑ Total Phosphorus
❑ Chemical Oxygen Demand (COD) ❑ Phenol ❑ Total Trihalomethanes
❑ Chloride ❑ Sodium ❑ Total Volatile Organic Compounds
❑ Fecal Coliform ❑ Sodium Adsorption Ratio (SAR) ❑ Toxicity Test Parameters
❑ 5-day Biochemical Oxygen Demand (BOD5) ❑ Total Dissolved Solids
❑ Magnesium ❑ Total Kjeldahl Nitrogen (TKN)
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Deliverv:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 6 of 6

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources FORM: WWIS 06-16
L APPLICANT INFORMATION:
1. Applicant's name: Mulberry Farm - Madison, LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Richard Kelly c/o Kevin Davis per 15A NCAC 02T .010602) Title: Owner
4. Applicant's mailing address: 1126 Upper Thomas Branch Road
City: Marshall State: NC Zip: 28753-
5. Applicant's contact information:
Phone number: [phone] Email Address: kdavis#,Iehrercumming com
IL FACILITY INFORMATION:
1. Facility name: Mulberry Farm Surface Irrigation System
2. Facility status: Proposed
3. Facility type: Major (> 10,000 GPD or> 300 disposal acres)
4. Facility's physical address: 1126 Upper Thomas Branch Road
City: Marshall State: NC Zip: 28753- County: Madison
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 35.86' Longitude:-82.72'
Datum: NAD83 Level of accuracy: Nearest second Method of measurement: Digital or raw photo extraction
6. USGS Map Name: Green Level 2016
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kevin D. DavidsonLicense Number: 024582 Firm: Agri -Waste Technology, Inc.
Mailing address: 501 N. Salem Street, Suite 203
City: Apex State: NC
Zip: 27502-2314
Phone number: [phone]
Email Address: kdavidsonkagriwaste.com
2. Soil Scientist: Walker Ferguson
License Number: 1289 Firm: Land Resource Management
Mailing address: P.O. Box 9251
City: Asheville State: NC
Zip: 28815-
Phone number: 8( 28) 231-1663
Email Address: walkerA_Iandrm.com
3. Geologist: N/A <25,000 GPD
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) =
Email Address:
4. Agronomist: Jeff Vaughan
Firm: Agri -Waste Technology, Inc.
Mailing address: 501 N. Salem Street, Suite 203
City: Apex State: NC
Zip: 27502-2314
Phone number: [phone]
Email Address: jvaughanA_agriwaste.com
FORM: WWIS 06-16 Page 1 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ® New ❑ Major Modification
If a modification, provide the existing permit number: WQ00
2. Application fee: $1310 -Standard -Major Facility -New Permit
3. Does this project utilize public monies or lands? ❑ Yes or ® No
❑ Minor Modification
and most recent issuance date:
If yes, was an Environmental Assessment required under 15A NCAC OIC? ❑ Yes or ❑ No
If yes, which final environmental document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permits/certifications applicable to the subject facility?
Permit/Certification
Date
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System (Q > 200,000 GPD)
N/A
N/A
Dam Safety
N/A
N/A
Erosion & Sedimentation Control Plan
N/A
N/A
Nationwide 12 / Section 404
N/A
N/A
Pretreatment
10/30/20
12/14/20
NOI - LHD
Reference: 385157
Madison County EHS
Sewer System
N/A
N/A
Stormwater Management Plan
N/A
N/A
Wetlands 401
N/A
N/A
Other:
N/A
5. What is the wastewater type? ® Domestic or Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes or ❑ No
Has a wastewater chemical analysis been submitted? ❑ Yes or ❑ No
6. Wastewater flow: 10,000 GPD
Limited by: ❑ Treatment, ® Storage, ❑ Field Hydraulics, ❑ Field Agronomics or ❑ Groundwater Mounding
7. Explain how the wastewater flow was determined: ® 15A NCAC 02T .0114 or ❑ Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes or ® No
Establishment Type
Daily Design Flow a
No. of Units
Flow
Facility Estimated Water Usage
15,000 gal/day
n/a
15,000 GPD
Subsurface Dripfield dispersal
-5,000 gal/day
n/a
-5,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
10,000 GPD
a See 15A NCAC 02T .011402), (d), (e)(1) and (e)(2), for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
FORM: WWIS 06-16 Page 2 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? 1490 feet mean sea level. Source: FEMA Flood Map Number
3700878800J
Are any treatment, storage or irrigation facilities located within the 100-year flood plain? ❑ Yes or ® No
If yes, which facilities are affected and what measures are being taken to protect them against flooding?
If yes, has the Applicant submitted written documentation of compliance with § 143 Article 21 Part 69 ❑ Yes or ❑ No
9. Has the Applicant provided documentation of the presence or absence of threatened or endangered aquatic species utilizing
information provided by the Department's Natural Heritage Pro g am? ® Yes or ❑ No
10. Does the facility have a proposed or existing groundwater monitoring well network? ❑ Yes or ® No
If no, provide an explanation as to why a groundwater monitoring well network is not proposed: Domestic waste - meets
reclaimed standard.
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude a
Longitude a
Gradient
Location
Select
0-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
Select
-
Select
Select
Select
-
Select
Select
Select
-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
a Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
11. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes, ❑No or ®N/A
12. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DE)) been submitted?
❑ Yes, ❑No or ®N/A
13. If the Applicant is a Home/Property Owners' Association, has an Association Operational Agreement (FORM: HOA) been
submitted? ❑ Yes, ❑No or ®N/A
14. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6139 ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
FORM: WWIS 06-16 Page 3 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA — 15A NCAC 02T .0505:
1. For the following parameters, provide the estimated influent concentrations and designed effluent concentrations as
determined in the Engineering Calculations, and utilized in the Agronomic Evaluation and Groundwater Modeling (if
applicable):
Parameter
Estimated Influent Concentratio
FDesigned Effluent Concentration
(monthl average)
Ammonia Nitrogen (NH3-N)
75 mg/L
2 mg/L
Biochemical Oxygen Demand (BOD5)
350 mg/L
5 mg/L
Fecal Coliforms
<10 per 100 mL
Nitrate Nitrogen (NO3-N)
0 mg/L
20 mg/L
Nitrite Nitrogen (NO2-N)
0 mg/L
<1 mg/L
Total Kjeldahl Nitrogen
3 mg/L
Total Nitrogen
110 mg/L
23 mg/L
Total Phosphorus
20 mg/L
8 mg/L
Total Suspended Solids (TSS)
200 mg/L
5 mg/L
2. Is flow equalization of at least 25% of the average daily flow provided? ® Yes or ❑ No
3. Does the treatment facility include any bypass or overflow lines? ❑ Yes or ® No
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges:
4. Are multiple pumps provided wherever pumps are used? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(k)? Alarms and Tank Storage
5. Check the appropriate box describing how power reliability will be provided in accordance with 15A NCAC 02T .0505(1):
❑ Automatically activated standby power supply onsite capable of powering all essential treatment units; or
® Approval from the Director that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks;
➢ Has sufficient storage capacity that no potential for overflow exists; and
➢ Can tolerate septic wastewater due to prolonged detention.
6. If the wastewater treatment system is located within the 100-year flood plain, are there water -tight seals on all treatment units
or a minimum of two feet protection from the 100-year flood plain elevation? ❑ Yes, ❑ No or ® N/A
7. In accordance with 15A NCAC 02T .0505(o), how many days of residuals storage are provided? >30
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities? Locks, Screws
9. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)? ❑ Yes, ❑ No, ® N/A — To be permitted
separately, or ❑ N/A — Gravity fed
10. If septic tanks are part of the wastewater treatment facility, do the septic tanks adhere to the standards in 15A NCAC 18A
.1900? ❑ Yes, ❑ No or ® N/A
FORM: WWIS 06-16 Page 4 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA — 15A NCAC 02T .0505 (continued):
11. Provide the requested treatment unit and mechanical equipment information:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations and flow equalization):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
Spacing s (in)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Select
N/A
Select
Select
Select
Select
b. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Select
N/A
Select
Select
Select
Select
Select
Select
Select
c. DISINFECTION
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gallons)Reference
Reference
Select
N/A
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: minutes (NOTE — 30
minutes minimum required), and indicate what treatment unit chlorine contact occurs:
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: number of lamps
per bank: and maximum disinfection capacity: GPM.
d. RESIDUAL TREATMENT
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gallons)Reference
Reference
Select
N/A
Select
FORM: WWIS 06-16 Page 5 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA — 15A NCAC 02T .0505 (continued):
e. PUMPS
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
I TDH
Pump Chamber
2
Field Dosing
Orenco Systems, Inc.
24.8
170.0
DS-7.01
J - 6.4
f. BLOWERS
Location
No. of
No.
Units Served
Manufacturer /
Type
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
N/A
N/A
g. MIXERS
Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
h
Plan Sheet
Reference
Specification
Reference
N/A
N/A
h. RECORDING DEVICES & RELIABILITY
No. of
Maximum
Plan Sheet
Specification
Device
Location
Manufacturer
Units
Capacity
Reference
Reference
Effluent Flow Measuring Device
1
Headworks
Master Meter
50 gpm
DS-7.04
J - 6.8
Unit
Multi -Jet
Select
Select
Select
EFFLUENT PUMP / FIELD DOSING TANK (IF APPLICABLE):
FORM: WWIS 06-16 Page 6 of 12

Plan Sheet
Specification
Reference
Reference
Internal dimensions (L x W x H or (p x H)
(chamber)
(chamber
_ ft
DS-7.02
J - 6.1
8ft
14ft
Total volume
8,724.5 (total) 65,264.17 (total)
DS-7.02
J - 6.1
ft3 gallons
Dosing volume
66.84 ft3 500 gallons
DS-7.02
J - 6.4
Audible & visual alarms
DS-7.01
J - 6.5
Equipment to prevent irrigation during rain
DS-7.01
J - 6.5
events
FORM: WWIS 06-16 Page 7 of 12

VI. EARTHEN IMPOUNDMENT DESIGN CRITERIA — 15A NCAC 02T .0505:
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. What is the earthen impoundment type? Effluent Storage
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: Longitude: - °
Datum: Select Level of accuracy: Select Method of measurement: Select
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ❑ No
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ❑ No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ❑ No
If yes, what is the drainage area? ft', and was this runoff incorporated into the water balance? ❑ Yes or ❑ No
6. If a liner is present, how will it be protected from wind driven wave action?:
7. Will the earthen impoundment water be placed directly into or in contact with GA classified groundwater? ❑ Yes or ❑ No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
8. What is the depth to bedrock from the earthen impoundment bottom elevation? ft
If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater than
1 x 10-' cm/s? ❑ Yes, or ❑ N/A
Has the Applicant provided predictive calculations or modeling demonstrating that surface
water or groundwater standards will not be contravened? ❑ Yes or ❑ No
If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ N/A
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom
elevation, how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
10. If applicable, provide the specification page references for the liner installation and testing requirements:
11. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
❑ Cla
❑ Synthetic
Top of embankment elevation:
ft
❑ Other
I ❑ Unlined
Liner hydraulic conductivity:
x cm/s
Freeboard elevation:
ft
Hazard class:
Select
Toe of slope elevation:
ft
Designed freeboard:
ft
Impoundment bottom elevation:
ft
Total volume:
ft3
gallons
Mean seasonal high water table depth:
ft
Effective volume:
ft3
gallons
Embankment slope:
Effective storage time:
days
Top of dam water surface area:
ft2
Plan Sheet Reference:
Freeboard elevation water surface area:
ft2
Specification Section:
Bottom of impoundment surface area:
ft2
NOTE — The effective volume shall be the volume between the two foot freeboard elevation and the: (1) pump intake pipe
elevation; (2) impoundment bottom elevation or (3) mean seasonal high water table, whichever is closest to the two foot
freeboard elevation.
FORM: WWIS 06-16 Page 8 of 12

VIL IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505:
1. Provide the minimum depth to the seasonal high water table within the irrigation area: 12"
NOTE — The vertical separation between the seasonal high water table and the ground surface shall be at least one foot.
2. Are there any artificial drainage or water movement structures (e.g., surface water or groundwater) within 200 feet of the
irrigation area? ❑ Yes or ® No
If yes, were these structures addressed in the Soil Evaluation and/or Hydrogeologic Report, and are these structures to be
maintained or modified'?
3. Soil Evaluation recommended loading rates (NOTE — This table may be expanded for additional soil series):
Recommended
Recommended
If Seasonal, list
Soil Series
Fields within
Loading Rate
Loading Rate
Annual /Seasonal
appropriate
Soil Series
Loading
in/hr
in/ r
months
Evard/Cowee
A & D
0.35
26.0
Seasonal
Mar 7 - Oct. 31
complex
Clifton/Clifton
C
0.35
26.0
Seasonal
Mar 7 - Oct. 31
variant complex
Evard/Cowee
Complex &
B & E
0.35
26.0
Seasonal
Mar 7 - Oct. 31
Clifton/Clifton
Variant Complex
Select
Select
Select
4. Are the designed loading rates less than or equal to Soil Evaluation recommended loading rates? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(n)?
5. How does the Applicant propose to prohibit public access to the irrigation system? Siege
6. Has the irrigation system been equipped with a flow meter to accurately determine the volume of effluent applied to each
field as listed in VILE.? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(t)'?
7. Provide the required cover crop information and demonstrate the effluent will be applied at or below agronomic rates:
Cover Crop
Soil Series
% Slope
Nitrogen Uptake Rate
Phosphorus Uptake
(lbs/ac r)
Rate (lbs/ac r)
Hardwoods
Evard/Cowee complex
40
72.4
48.0
maximum
Hardwoods
Clifton/Clifton variant
40
72.4
48.0
complex
(maximum)
FORM: WWIS 06-16 Page 9 of 12

a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained: Waypoint Analytical - Soil
Test
b. Proposed nitrogen mineralization rate: 0_2
c. Proposed nitrogen volatilization rate: 0_5
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance: 183,302 (& 72.4 lb N/ac/yr) ft'
e. Minimum irrigation area from the Agronomist Evaluation's phosphorus balance: 144,000 (�a, 48.0 lb P/ac/yr) ft'
f. Minimum irrigation area from the water balance: 252,000 ft'
FORM: WWIS 06-16 Page 10 of 12

VIL IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
8. Field Information (NOTE — This table may be expanded for additional fields):
Designed
Designed
Area
Dominant
Loading
Loading
Waterbody
Field
(acres)
Soil Series
Rate
Rate
Latitude'
Longitude'
Stream Index
Classification
(in/hr)
(in/ r)
No
15.15
Evard/Cowee
A
2.076
complex
0.188
15.89
35.8640
-82.7290
6-109-3
C
sprayhead
area
Evard/Cowee
15.15
Complex &
B
1.843
Clifton/Clifton
0.188
15.58
35.864'
-82.729'
6-109-3
C
Variant Complex
sprayhead
area
Clifton/Clifton variani
C
1.462
0.122
15.15
35.865'
-82.729'
6-109-3
C
complex
Evard/Cowee
D
0.428
0.122
15.15
35.865'
-82.728'
6-109-3
C
complex
Evard/Cowee
Complex &
E
0.304
0.122
15.15
35.865'
-82.727'
6-109-3
C
Clifton/Clifton
Variant Complex
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
1 6.113
a Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Address matching
b For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: hlW://deg.nc.gov/about/divisions/water-resources/planning/classification-standards/classifications
FORM: WWIS 06-16 Page 11 of 12

Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
82 ft
Emitter wetted area:
8 ft2
Nozzle wetted area:
5,281 ft2
Distance between laterals:
4 ft
Nozzle capacity:
3.39 GPM
Distance between emitters:
2 ft
Nozzle manufacturer/model:
Rain Bird / (SBN-IV) 9/64"
Emitter capacity:
0.61 GPH
Elevation of highest nozzle:
2086 ft
Emitter manufacturer/model:
American Manufacturing
Company, Inc. / Bioline
Specification Section:
J - 6.7
Elevation of highest emitter:
2120 ft
Specification Section:
J - 6.6
VIH. SETBACKS —.15A NCAC 02T .0506:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
2. Have any setback waivers been obtained in order to comply with 15A NCAC 02T .506(a) and .0506 ? ❑ Yes or ® No
If yes, have these waivers been written, notarized and signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
3. Provide the minimum field observed distances (ft) for each setback parameter to the irrigation system and treatment/storage
units (NOTE — Distances greater than 500 feet may be marked N/A):
Setback Parameter
Irrigation
System
Treatment /
�Storage Units
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
103' (drip)
438' (spray)
265'
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
369' (drip)
767' (spray)
Any private or public water supply source
21 F
328'
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
105'
426'
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
106'
Subsurface groundwater lowering drainage systems
113'
Surface water diversions (ephemeral streams, waterways, ditches)
51'
Any well with exception of monitoring wells
211'
328'
Any property line
50'
182'
Top of slope of embankments or cuts of two feet or more in vertical height
> 15'
Any water line from a disposal system
>10'
Any swimming pool
N/A
Public right of way
356'
Nitrification field
162'
Any building foundation or basement
103'
Impounded public water supplies
N/A
Public shallow groundwater supply (less than 50 feet deep)
N/A
4. Does the Applicant intend on complying with 15A NCAC 02T .0506(c) in order to have reduced irrigation setbacks to
property lines? ❑ Yes or ® No
If yes, complete the following table by providing the required concentrations as determined in the Engineering Calculations:
FORM: WWIS 06-16 Page 12 of 12

Estimated Influent
Designed Effluent
Designed Effluent
Parameter
Concentration
Concentration
Concentration
monthl average)
(daily maximum
Ammonia Nitrogen (NH3-N)
mg/L
mg/L
mg/L
Biochemical Oxygen Demand
mg/L
mg/L
mg/L
BODs
Fecal Coliforms
per 100 mL
per 100 mL
Total Suspended Solids (TSS)
mg/L
mg/L
mg/L
Turbidity
NTU
FORM: WWIS 06-16 Page 13 of 12

IX. COASTAL WASTE TREATMENT DISPOSAL REQUIREMENTS — 15A NCAC 02H .0400:
1. Is this facility located in a Coastal Area as defined per 15A NCAC 02H .0403? ❑ Yes or ❑ No
For assistance determining if the facility is located within the Coastal Area, a reference map may be downloaded at: Coastal
Areas Boundary.
2. Is this an Interim Treatment and Disposal Facility per 15A NCAC 02H .0404(g)? ❑ Yes or ❑ No
NOTE — Interim facilities do not include County and Municipal area -wide collection and treatment systems.
IF ANSWERED YES TO ITEMS IX.1. AND IX.2., THEN COMPLETE ITEMS IX.3. THROUGH IX.17.
3. Is equalization of at least 25% of the average daily flow provided? ❑ Yes or ❑ No
4. How will noise and odor be controlled?
5. Is an automatically activated standby power source provided? ❑ Yes or ❑ No
6. Are all essential treatment units provided in duplicate? ❑ Yes or ❑ No
NOTE — Per 15A NCAC 02T .0103(16), essential treatment units are defined as any unit associated with the wastewater
treatment process whose loss would likely render the facility incapable of meeting the required performance criteria, including
aeration units or other main treatment units, clarification equipment, filters, disinfection equipment, pumps and blowers.
7. Are the disposal units (i.e., irrigation fields) provided in duplicate (e.g., more than one field)? ❑ Yes or ❑ No
8. Is there an impounded public surface water supply within 500 feet of the wetted area? ❑ Yes or ❑ No
9. Is there a public shallow groundwater supply (less than 50 feet deep) within 500 feet of the wetted area? ❑ Yes or ❑ No
10. Is there a private groundwater supply within 100 feet of the wetted area? ❑ Yes or ❑ No
11. Are there any SA classified waters within 100 feet of the wetted area? ❑ Yes or ❑ No
12. Are there any non -SA classified waters within 50 feet of the wetted area? ❑ Yes or ❑ No
13. Are there any surface water diversions (i.e., drainage ditches) within 25 feet of the wetted area? ❑ Yes or ❑ No
14. Per the requirements in 15A NCAC 02H .0404(g)(7), how much green area is provided? ft2
15. Is the green area clearly delineated on the plans? ❑ Yes or ❑ No
16. Is the spray irrigation wetted area within 200 feet of any adjoining properties? ❑ Yes, ❑ No or ❑ N/A (i.e., drip irrigation)
17. Does the designed annual loading rate exceed 91 inches? ❑ Yes or ❑ No
FORM: WWIS 06-16 Page 14 of 12

Professional Engineer's Certification:
I Kevin D. Davidson, PE attest that this application for
(Professional Engineer's name from Application Item IIL 1.)
Mulberry Farm Surface Irrigation System
(Facility name from Application Item IL 1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
.%0111111mily,
North Carolina Professional Engineer's seal, signature, and date: tit�CARol r/i
SM
024532 c,-Qst L
• x
fj ri�'.'1�\
f ilY
Applicant's Certification per 15A NCAC 02T .0106(b):
1, Richard Kelly, Owner attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
Mulberry Farm Surface Irrigation System
(Facility name from Application Item IL 1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as ell a civil penalties up to $25,000 per violation.
Signature: Date: 2 May 2023
FORM: WWIS 06-16 Page 14 of 12

Attachment 2.
Deed for Parcel No. 8799408553

BOOK 685 PAGE 626 (6)
335728
Filedm:Madison County, NC
03/06/2020 020643:16 M
Susan Rector, Register of Deeds
Excise Tax: $2,300.00
NO TITLE WORK PERFORMIED BY PREPARER
Excise Tax $2300,.00 Parcel Identifier No. 8799-4O-8553
Mail after recording to Lindsay ParrisThompson, Van Winkle Law Fum (Box
This instrument was prepared by Kathryn Maultsby Madison of Roberts Stevens, P.A., a
licensed North Caroliona attorney. Delinquent taxes, i*f any, to be paid by the Closing attorney
to the county tax collector upon disbursement of closing vroceeds,
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this of March,
0 W-Aw'l- asjL V, V:IL I use J� 10k:
JRC NCF, C.
company
a Texas limited liability
Address: 808 Columbia Dr.
Southlake, Texas 76092
20201111 by and between
9
Mulberry Farm — Madison, LLC, a
Delaware limited liability company
Address: 2626 Glenwood Ave. Suite 550
Raleigh, NC 27608
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 the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and b these presents d)es-rant, bargain, sell and convey
unto the Grantee in flee simple, all that certain lot or parcel of land situated in Madison County,
North Carolina and more particularly described as follows:
See Exhibit A attached
R&S 2393942 1

M
BK 685 PG 627
i
DOC#335728
The property here" above described was acquired by Grantor by instrument recorded i"n Deed
Book 555 at page 13, Madison County Registry.
A map showing the above described property is recorded in Plat Book _ at Page _, Madison
County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
Is
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises m 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 t)Proerty
heret'nabove described is together with and subject to the following exceptions:
Easements, restrictions, rights of way of record, and 2020 ad valorem takes.
The last use of the property by the Grantor was or XEE%wwas not as Grantor's pri
�ary
residence.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate,
has caused this instrument to be signed an its corporate name by its duly authorized officers and
its seal to be hereunto affixed by authority of its Board of Directors, the day and year first above
to
ri wtten.
R&S 23939423
T
[Remainder of Page Intentionally Leff Blank]

BK 685 PG 628
DOC#335728
n
SEAL -STAMP
R&S 2393942 1
wo�ft
MC NCF-, LLC,
a Texas limited liabila
4
ty company
ft
By.! dIft
Rachel Christine Coward, Member
By* _N
:
GWEW�
Je
State of l �
County of
I )
X \ (SEAL)
obert Coward, Member/Manager
I. a Notary Public,, certify that Rachel Chris tine Coward and
Jeffrey Robert Coward as Member/Managers of JRC NCF,
LLC, a Texas limited liability company, appeared before me
and being personally known to me (or proved to me on the basis
of satisfactory evidence) to he the person whose name is
4k
subscribed to the within instrument and acknowledged to me
that he executed the same in his authorized capacity, and that by
his signature on the instrument the person., or entity upon behalf
of which the person acted
0
executed the instrument.
Witness my hand and official stamp or seal, this,��it� Aq of
March, 20200
My commission expires: 0
*a �Zw(v OW

BK 685 PG 629
DOC#335728
EXHIBIT A
Being land in Marshall, Township #51"n Madison County, North Carolina. Being the land
conveyed to JRC NCF, LLC'I'n Deed Book 555, Page 13. Being generally located north of Upper
1*
Thomas Branch Road and east of U.S. Highway 25ft*70 and being more particularly described as
follows:
Begso
inning at a 5/8" rebar & cap found "Ciper &
Gale Chandler as of record in Deed Book 524,
Thence
e
Ingle" at the southeasterly comer of Benjam1h
in &
Page 440;
with the easterly line of said Benjamin & Gale Chandler the following calls:
N 29058'12" W a distance of 36,,54' to a 1/2" rebar found "Martin";
N 06 0 061 53" E a distance of 90.18
N 13*25'32" E a distance of 50,.50
N 20057'45" E a distance of 74.41
N 27*28'25" E a distance of 81,.37
N 43*16'08" E a distance of 26-20
I L ANI A If% U LIII. mI Z � 0 m mdbw MJ K 13 a
' to an 18" red Jill 3 hacks;
' to a 10" poplar with hacks;
'to a 1/2" rebar found "Martin" on the easterly line of Sidney
Bondurant Mashburn as of record 1*n Deed Book 574, Page 564",1
;
"Marti
n";
Thence, with the easterly line of said Sidney Bondurant Mashburn the fallowing calls,.
N 44042'06" E a distance of 100.19' to a 36u white oak;
N 41057'24" E a distance of 56.63'to a set 5/8" rebar & cap a
Steinhilber as of record in Deed Book 6361 Page 379*
t the southeasterly corner of J.D.
Thence, along the easterly line of said J.D. Ste*inhi*1ber, N 05*03'40" E a distance of 706.98'to
an axle at the southeasterly corner of Frank &Kirby Alexa Rogers as of record in Deed Book
622 Page 3220
Thence, with the easterly line of said Frank & Kirby Alexa Rogers,
320.98' to a 5/8" rebar found "Reese & Assoc. " on the southerly I*in
Payne as of record in Deed Book 208, Page 7341111
N 05'*03'40" E a distance of
e of Elsie Sall'l'otte &Jerry -0
Thence, with the southerly line of said Elsie SaIllotte &Jerry Payne the following calls:
S 68*19'40" E a distance of 146,.,48' to a set 5/8" rebar;
S61 0 2­4 1 12 11 E a distance of 210-4618 1 to a set 5/8" rebar 8 cap;
S 75'*02'04" E a distance of 107.83'to a set 5/8" rebar;
N 69008'44" E a distance of 16.22' to a 24" red oak on the southerly line of James Ramsey as of
record in Deed Bonk 256, Page 116,
Thence, with the southerly fine of said James Ramsey the following calls:
S I 1 011'46" E a distance of 24.30' to a 10)) oak i#n a fence;
S 44051'31" E a distance of 57,.67P to a 12" & 14" double oak in fence;
S 52'00'13" E a distance of 67.42' tilim) a set 5/8" rebar ;
S 65" 11'55" E a distance of 68.39' to a 20" red oak in a fence;
S 62*43'32" E a distance of 58. 16) to a set 5/8" rebar 8 cap;
S 76"59'05" E a distance of 45-68' to a 14" chestnut oak in fence;
N 75032'20" E a distance of 89.03 1 to a set 5/8" rebar ;
N 64*22'44!' E a distance of 192.95' to a set 5/8" rebar &cap;
N 50037115 ft E a distance of 179.40' tohickory in fence;
N 43"38'00" E a distance of 71.56' to a set 5/8" rebar 8 cap;
N 57 036'00" E a distance of 152.25' to a 32" red oak;
Ivia Flin

BK 685 PG 630 DOC#335728
0
N 58036'02" E a distance of 153.48'to a 12" hickory;
N 57°23'45" EadistanceofllO.99 ' to a set 5/Brersa" b
N 57042'34" E a distance of 164.63'to a set 5/8" rebar & cap;
N 52°18'30" E a distance of 86.75 to a 24 red oak;
N 49*14'34" E a distance o69,73'to a 3/8"' rebar found on the westerly line of Mulberry Gap
Farm, LLC, as of record in Deed Book 289, Page 397140
Thence, along the westerly line of Mulberry Gap Farm, LLC, the following calls:
S 1(5029%42"
S08 0 111 05"
S 16*24'45"
S 33002'13"
S13 0 44 1 00 It
S 16'052'07"
S 08'245'00"
S 15047131 11
S21 0 2$1 22"
S 16,008,081,
S11 ° 171 22"
S 16011'38"
S 07*55'10"
SO4 0 15 1 17 If
S 02213 ° '25"
S 2532"
E a distance of 35,.27' to a 3/8" reba
W a distance of 178 51 1 to a stump;
W a distance of 242.96'to a white oak stump;
6
W a distance of 15.94' to a 8° maple;
W a distance of 103.63 1 to a 96 hickory;
W a distance of 45.26'to a 16" double hickory;
W a distance of 205.02'to a 28" triple red oak;
W a distance of 91-94' to a 1/2" reb
W a distance of 43.41 1 to a poi nt;
W a distance Ot 444P It.1 tO a Jtall whitoaK*
W a distance of 93.98' to a 1/2" rebar found;
W a distance of 44.98' to a 28" double hickoryW a distance of 110.67' to a 16" locust "dead
W a distance of 53.19to a pine deadE a distance of 74.52' to a 1/2" rebar found;
r found
r found;
e
e
E a distance of 139.47 tD a 1/2� rebar fDuld;
S08 0 32 1 !ig to F a distance of 73.12' to a 5/8" rebar found;
S 19'02714011 W a distance of 76.15'to a Mag Nail found;
S '�0018104" W a distance of 132.57 to a red oak "dead";
S 08'045'22" W a distance of 123,57'to a 12" locust;
S 040 26147" W a distance o .94' to a 5/8" rebar found;
S 10032'46" W a distance of I 11. 39' to a 1/2" rebar found;
S 10018120" W a distance o ' to a °re ar found;
S 18*45'46" W a distance of 163.39'to a 5/8" rebar found;
S 38'026'42" W a distance of 99.67' to a 5/8" rebar foundip
S 59°47'59" W a distance of 177.83' to a 5/8" rebar founds
S 81'D57'1 9" W a distance of 78,.14" to a 5/8" rebar found "Reese" at the northeaste corner of
Marta L. Bodenhorst as of record in Deed Book 5991 Page 559
Thence, with the easterly l-6
ine of sai:Marta L. Bodenhorst the followi
d ng calls:
N 87053'53" W a distance of 181 .60' to a 518" rebar found "Reese
N 67'02`54" W a distance o ite oak;
N82047'52"Wad4istanceof28,09'toal2"hl'cko stump;
S 88003'49" W a distance of 38,.09'to a Mag Nail found in stump;
S 84*21'20" W a distance of 46,,79'to a 5/8" rebar found -,a
S 84°23'27" W a distance o cherry;
S 84*21'33" W a distance of 127.79'to a 5/8" rebar "Reese" on the easterly fine of Athol &
Gloria White as of record 1*n Deed Book 108, Page 464;
Thence, with the westerly line of said Athol & Gloria White the following calls:
N 22'043'13" W a distance of 36..77' to a Mag nail set 36" white oak stump;
N 10027108" W a distance o o a 3/4" iron pipe found;
N 22*47'07" W a distance of 65.05'to a set 5/8" rebar &ca
p;

BK 685 PG 631 DOC#335728
N 55 032124"
N 69 °171 22"
N 84025'10"
N 72* 18'51 lf
N 39'023'37" W a distance of 150.98' to a I "iron pipe found, on the easterly line of Gregory &
Sherri Lee Frisby as of record in Deed Book 625 Page 648;
10
W a distance of 66.84'to a set 5/8" rebar & cap;
W a distance of 86049tc) a 3/4" iron pipe found ;
W a distance of 53.63'to a '/." iron pipe found;
W a distance of 103.43'to a 9/a" iron pipe found ;
0
Thence, with the easterly line of said Gregory & Sherri Lee Frisby the following calls:
N 28*01'05" W a distance of 25.36'to a 5/8
N 27*37'15" W a distance of 163,,40' to a 5/8"
beginnIt
ing,
Having an area of 76.08 acres
LLC by Bankscreek Surveying
■
0
i
r
ebar found "Ingle";
rebar found "Ciper & Ingle"; which i's the point of
as shown on that Boundary Survey for Mulberry Farm -Madison,
70
Inc. dated 1-231m2O bearing Job No,. 19am158.
.0

Attachment 3.
Additional Engineering Calculations for Appendix K

DRIPFIELD LAYOUT
Project: Mulberry Farm Dripfield
Location: 1126 Upper Thomas
Branch Road
Marshall, NC 28753
County: Madison
Actual Application
Rate Information
Based on Wetted Area PROVIDED
Dripfield Sizing
Total System Flowrate
338.41 gpm
Daily Design Flow
10,000 gpd
Dripline Length Provided
66,572 ft
Recommended Loading Rate (LTAR)
15.15 in/yr
From SFR Loading Rate Workbook Dripfield area Provided
266,287 sgft
Dripfield Area Required
5.78 ac
6.113 ac
251,992 sqft
From SFR Loading Rate Workbook
* = Average rate, see occupancy model for more details
Dripline Spacing
4 ft
Rate/Hour* max dosing & flushing =
0.188 in/hr (should be < 1.470 in/hr)
Required Dripline
62,998 ft
Rate/Week* =
0.422 in/week (should be < 0.500 in/week)
Rate/Year* =
14.338 in/yr (should be < 26.00 in/yr)

Surface Dripfield Layout
AREA A
Run
Lateral
Zone
Length
Length
Length
Zone #
Lateral #
Run #
(ft)
(ft)
(ft)
Al
1
1
46
Al
1
2
49
Al
1
3
62
Al
1
4
65
223
Al
2
5
80
Al
2
6
82
162
Al
3
7
98
Al
3
8
100
198
Al
4
9
117
Al
4
10
119
236
Al
5
11
139
Al
5
12
140
279
Al
6
13
292
292
Al
7
14
291
291
Al
8
15
290
290
Al
9
16
289
289
2,258
A2
1
1
288
288
A2
2
2
287
287
A2
3
3
286
286
A2
4
4
285
285
A2
5
5
284
284
A2
6
6
283
283
A2
7
7
283
283
A2
8
8
282
282
2,278
A3
1
1
282
282
A3
2
2
282
282
A3
3
3
282
282
A3
4
4
282
282
A3
5
5
282
282
A3
6
6
282
282
A3
7
7
282
282
A3
8
8
278
278
2,251
A4
1
1
273
273
A4
2
2
274
274
A4
3
3
274
274
A4
4
4
275
275
A4
5
5
275
275
A4
6
6
276
276
A4
7
7
278
278
A4
8
8
277
277
2,202
A5
1
1
272
272
A5
2
2
272
272
A5
3
3
271
271
A5
4
4
270
270
A5
5
5
270
270
A5
6
6
269
269
A5
7
7
268
268
A5
8
8
268
268
2,161
A6
1
1
267
267
A6
2
2
267
267
A6
3
3
266
266
A6
4
4
266
266
A6
5
5
266
266
A6
6
6
265
265
A6
7
7
266
266
A6
8
8
268
268
A6
9
9
270
270
2,400
A7
1
1
272
272
A7
2
2
275
275
A7
3
3
277
277
A7
4
4
279
279
A7
5
5
281
281
A7
6
6
284
284
A7
7
7
286
286
A7
8
8
288
288
2,242
A8
1
1
290
290
A8
2
2
292
292
A8
3
3
294
294
A8
4
4
296
296
A8
5
5
298
298
A8
6
6
299
299
A8
7
7
302
302
A8
8
8
304
304
2,374
A9
1
1
306
306
A9
2
2
308
308
A9
3
3
311
311
A9
4
4
313
313
A9
5
5
315
315
A9
6
6
317
317
A9
7
7
318
318
2,188
A10
1
1
322
322
A10
2
2
324
324
A10
3
3
326
326
A10
4
4
328
328
A10
5
5
326
326
A10
6
6
324
324
A10
7
7
321
321
2,271
TOTAL: 22,625

AREA B
Run
Lateral
Zone
Length
Length
Length
Zone #
Lateral #
Run #
ft
ft
ft
B1
1
1
67
B1
1
2
69
B1
1
3
89
B1
1
4
93
318
B1
2
5
104
B1
2
6
108
213
B1
3
7
120
B1
3
8
124
244
B1
4
9
137
B1
4
10
140
277
B1
5
11
153
B1
5
12
157
310
B1
6
13
168
B1
6
14
160
328
B1
7
15
168
B1
7
16
160
328
2,017
B2
1
1
171
B2
1
2
175
346
B2
2
3
171
B2
2
4
175
346
B2
3
5
171
B2
3
6
175
346
B2
4
7
171
B2
4
8
175
346
B2
5
9
171
B2
5
10
175
346
1,731
B3
1
1
296
296
B3
2
2
296
296
B3
3
3
295
295
B3
4
4
295
295
B3
5
5
294
294
B3
6
6
294
294
B3
7
7
294
294
B3
8
8
293
293
2,358
B4
1
1
290
290
B4
2
2
290
290
B4
3
3
290
290
B4
4
4
290
290
B4
5
5
287
287
B4
6
6
286
286
B4
7
7
284
284
B4
8
8
283
284
2,300
B5
1
1
282
282
B5
2
2
280
280
B5
3
3
279
280
B5
4
4
277
278
B5
5
5
273
274
B5
6
6
270
270
B5
7
7
266
266
B5
8
8
263
263
B5
9
9
260
260
2,449
B6
1
1
257
256
B6
2
2
254
254
B6
3
3
251
251
B6
4
4
249
249
B6
5
5
246
246
B6
6
6
244
244
B6
7
7
241
241
B6
8
8
240
240
B6
9
9
239
239
2,221
B7
1
1
238
238
B7
2
2
237
237
B7
3
3
236
236
B7
4
4
235
235
B7
5
5
234
234
B7
6
6
233
233
B7
7
7
232
232
B7
8
8
232
232
B7
9
9
232
232
B7
10
10
232
232
2,340
B8
1
1
232
232
B8
2
2
232
232
B8
3
3
232
232
B8
4
4
232
232
B8
5
5
232
232
B8
6
6
232
232
B8
7
7
231
232
B8
8
8
231
232
B8
9
9
231
232
B8
10
10
231
232
2,315
B9
1
1
231
230
B9
2
2
231
230
B9
3
3
231
230
B9
4
4
231
230
B9
5
5
231
230
B9
6
6
231
230
B9
7
7
230
230
B9
8
8
230
230
B9
9
9
229
230
B9
10
10
229
230
2,305

AREA C
Run
Lateral
Zone
Length
Length
Length
Zone #
Lateral #
Run #
(ft)
(ft)
(ft)
C1
1
1
152
C1
1
2
154
306
C1
2
3
158
C1
2
4
160
318
C1
3
5
165
C1
3
6
165
330
C1
4
7
165
C1
4
8
165
330
C1
5
9
256
256
C1
6
10
256
256
C1
7
11
256
256
C1
8
12
258
258
2,310
C2
1
1
259
259
C2
2
2
262
262
C2
3
3
264
264
C2
4
4
266
266
C2
5
5
268
268
C2
6
6
270
270
C2
7
7
272
272
C2
8
8
274
274
C2
9
9
276
276
2,411
C3
1
1
279
280
C3
2
2
282
282
C3
3
3
285
285
C3
4
4
288
288
C3
5
5
291
291
C3
6
6
294
294
C3
7
7
297
297
C3
8
8
300
300
2,315
C4
1
1
303
303
C4
2
2
306
306
C4
3
3
307
307
C4
4
4
307
307
C4
5
5
307
307
C4
6
6
308
308
C4
7
7
308
308
2147
C5
1
1
309
309
C5
2
2
310
310
C5
3
3
310
310
C5
4
4
311
311
C5
5
5
313
313
C5
6
6
171
C5
6
7
174
345
C5
7
8
171
C5
7
9
175
346
2,244
C6
1
1
171
C6
1
2
175
346
C6
2
3
172
C6
2
4
175
348
C6
3
5
172
C6
3
6
174
347
C6
4
7
172
C6
4
8
174
345
C6
5
9
171
C6
5
10
173
344
C6
6
11
171
C6
6
12
173
344
2,073
C7
1
1
172
C7
1
2
174
346
C7
2
3
173
C7
2
4
175
347
C7
3
5
173
C7
3
6
176
349
C7
4
7
174
C7
4
8
176
350
C7
5
9
174
C7
5
10
176
350
C7
6
11
172
C7
6
12
176
348
C7
7
13
163
C7
7
14
161
324
2,414
TOTAL: 15,914

AREA D
Run
Lateral
Zone
Length
Length
Length
Zone #
Lateral #
Run #
ft
ft
ft
D1
1
1
26
D1
1
2
26
D1
1
3
39
D1
1
4
40
D1
1
5
53
D1
1
6
55
239
D1
2
7
65
D1
2
8
68
D1
2
9
77
D1
2
10
79
289
D1
3
11
89
D1
3
12
91
180
D1
4
13
101
D1
4
14
103
204
D1
5
15
114
D1
5
16
115
229
D1
6
17
123
D1
6
18
124
247
D1
7
19
132
D1
7
20
133
265
D1
8
21
140
D1
8
22
142
282
D1
9
23
149
D1
9
24
151
300
2,235
D2
1
1
155
D2
1
2
155
310
D2
2
3
155
D2
2
4
155
309
D2
3
5
154
D2
3
6
154
308
D2
4
7
154
D2
4
8
154
308
D2
5
9
153
D2
5
10
153
306
D2
6
11
153
D2
6
12
152
305
D2
7
13
149
D2
7
14
149
298
D2
8
15
145
D2
8
16
145
290
2,434
TOTAL:
4668
AREA E
Run
Lateral
Zone
Length
Length
Length
Zone #
Lateral #
Run #
ft
ft
ft
E1
1
1
40
E1
1
2
40
E1
1
3
72
E1
1
4
73
225
E1
2
5
93
E1
2
6
93
186
E1
3
7
110
E1
3
8
112
222
E1
4
9
118
E1
4
10
119
237
E1
5
11
120
E1
5
12
120
240
E1
6
13
120
E1
6
14
122
242
E1
7
15
122
E1
7
16
123
244
1,597
E2
1
1
120
E2
1
2
120
240
E2
2
3
120
E2
2
4
120
240
E2
3
5
120
E2
3
6
118
238
E2
4
7
118
E2
4
8
118
236
E2
5
9
110
E2
5
10
110
220
E2
6
11
100
E2
6
12
100
200
E2
7
13
88
E2
7
14
88
176
E2
8
15
40
E2
8
16
40
E2
8
17
30
E2
8
18
30
E2
8
19
20
E2
8
20
20
180
1,731
TOTAL:
3,327

Attachment 4.
Updated Site Map

Attachment 5.
LRM Additional Information

LAND RESOURCE MANAGEMENT
Land Evaluation by Land Experts
PO BOX 8251. 11EVILLE, NC 28815 828.231.1683 i WV7._. V�RM_COM
September 21, 2023
North Carolina Department of Environmental Quality
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699
Attention: Cord Anthony, Engineer II
Regarding: WQ0044463 Wastewater Irrigation System
Mulberry Farm, Madison County, NC
LRM Project Number - 287423
Dear Mr. Anthony:
Land Resource Management, PLLC (LRM) appreciates the Department of Environmental
Quality's (DEQ) review of the Mulberry Farm wastewater system permit application. This
letter and accompanying submittals are to address the soil science portion of the comments in
your additional information request dated August 25, 2023.
The following items correspond to items in the request for additional information. The DEQ
questions are shown in normal font. The supporting information is provided as indicated in
italics.
E. Soils Evaluation:
1. The Soil Evaluation included with the permit application package was not signed and
sealed by a licensed soil scientist. Per 15A NCAC 02T .0504(b) a Soil Evaluation
shall be signed, sealed, and dated by a North Carolina Licensed Soil Scientist. Please
revise the Soil Evaluation.
An updated drophox link with the sealed LSS report is being provided with submission of this
response to comments.
2. The soil scientist notes a maximum irrigable output from surface drip lines to be
0.124 in/hr. The designed rates for Fields A and B, however, are listed as 0.188 in/hr.
Please clarify where this excess flow originates from.
1

0.124 inches per hour is a conversion of 0.62 gallons/hour based on drip tubing emitter
specs observed on previous projects. LRM has not reviewed the drip tubing/emitters specified
on this project. To address the questions specifically, based on the Ksat data, the site has the
capacity to absorb through infiltration the specified 0.188 in/hr identified by the project
engineer.
On July 13, 2023, Regional Soil Scientist Patrick Mitchell evaluated the site. In the
discussion/recommendation section of the report, the following was stated: "Given
the relatively thin topsoil in places, the fine -loamy soil textures found within the
topsoil, and the steep slopes in the proposed irrigation area, a maximum hourly
irrigation rate of 0.15 inches/hour may be appropriate. " Please respond to the above
comment and provide further justification on why a maximum hourly hydraulic
loading rate of 1.47 in/hr is appropriate for the site.
The 1.47 in/hr is referring to the maximum instantaneous infiltration rate observed from in -
situ saturated hydraulic conductively(ksat) measurements of the A soil horizon. To be clear,
this is not LRM's recommended irrigation rate. LRM's recommended irrigation rate, per the
report is 0.5 inch/week.
H. Water Balance:
2. A drainage coefficient of 12.5% is being used instead of the typical maximum of
10%. This was not discussed in the Soil Evaluation. Please revise the Soil Evaluation
to justify the use of this drainage coefficient.
Based on the soils conditions, LRM feels that a drainage factor of up to 15% can be
supported, as long as the weekly loading of 0.5 in/week of effluent is maintained.
LRM appreciates your review of the permit application. Please let us know if any of these
items require additional clarification. We look forward to your response.
Sincerely,
'0000<---
Walker B. Ferguson, LSS
President, Land Resource Management, PLLC
2

LAND RESOURCE MANAGEMENT
Land Evaluation by Land Experts
PQ BOX 9251, ASHEVILLE, NC, 25815 II 11 WWW.LANRRM.GOM
Mulberry Farms Madison, LLC
Madison County, NC
Surface Wastewater Irrigation System
SOIL SCIENCE REPORT
May 2, 2023
LRM Project #287423
Prepared For:
Mulberry Farm Madison, LLC
2626 Glenwood Avenue, Suite SSO
Raleigh, NC 27608
Permitting Authority:
North Carolina Division of Environmental Quality
Land Resource Management PLLC
P.O. Box 92S1
Asheville, NC 2881S
828-900-8700
www.landrm.com

TABLE OF CONTENTS
1.0 Introduction.............................................................................................................................
1
2.0 Soil Assessment.......................................................................................................................
2
2.1 Landscape...........................................................................................................................................2
2.2 Soil Series............................................................................................................................................2
2.3 Soils and Parent Material.............................................................................................................2
2.4 Methods...............................................................................................................................................3
2.5 Soil Assessment................................................................................................................................4
2.6 In -situ Hydraulic Conductivity Evaluation...........................................................................4
3.0 Water Balance.......................................................................................................................... 5
3.1 Instantaneous Hydraulic Loading Rate..................................................................................5
3.2 Allowable Irrigation.......................................................................................................................5
4.0 Agronomy..................................................................................................................................6
4.1 Fertility Analysis..............................................................................................................................6
4.2 Nutrient Loading Analysis...........................................................................................................6
5.0 Conclusions.............................................................................................................................. 7
6.0 References.................................................................................................................................8
7.0 Figures
1. General Site location Map
2. Test pit location / Soil Series Map
8.0 Attachments
A. Saturated Hydraulic Conductivity Spreadsheets
B. Saturated Hydraulic Conductivity Field Sheet
C. Soil Profile Descriptions
D. Official Soil Series Descriptions
E. Soil Laboratory Test Results

1.0 Introduction
Land Resource Management, PLLC (LRM) has conducted a soil, hydraulic, and agronomic evaluation
on approximately 69 acres of Madison County, NC (PIN: 8799408553). The purpose of the
evaluation was to determine soil and landscape suitability for a surface drip irrigation wastewater
system capable of treating approximately 10,000 gallons of wastewater per day. The investigation
was conducted in accordance with requirements set forth in 15A NCAC 02T .0500.
This report recommends a surface drip irrigation system with an application rate less than or equal
to 0.5 inches per week. The loading rate should not exceed the hydraulic capacity of the soil. The
loading rate does not exceed the hydraulic capacity of the soil or the agronomic requirements of the
area being utilized for wastewater disposal.
This report evaluates site conditions with respect to the following parameters:
• Soil Conditions: This evaluation determines if the physical properties of the soil as well as
saturated hydraulic conductivity are limiting to the design hydraulic loading rate.
• Water Balance: The design hydraulic loading rate is compared to the allowable hydraulic
loading rate derived from a water balance to determine if additional storage is necessary over
annual periods of high precipitation and freezing temperatures.
• Agronomy: This evaluation determines if the nutrient loading is beyond the assimilative
capacity of the existing pine forest.
Land Resource Management, PLLC Surface Wastewater Irrigation System
LRM Project #287423 1 Mulberry Farms

2.0 Soil Assessment
2.1 Landscape
The study site is in an area of intermediate mountains dissected into various landscape positions.
The majority of the studied area was classified as a side slope/nose slope. The general site location
and regional topographic map is provided as Figure 1 in Section 7.
2.2 Soil Series
The study area contains 3 soil types. Official soil series descriptions are provided as Attachment D.
The subject property is located on the Mesic/Thermic boundary; thus, the soil series list below
contains both soil temperature regimes.
1. Clifton/Clifton Variant -Clifton is classified fine, mixed, semiactive, mesic Typic Hapludults.
The SHWT is greater than 6 feet from the surface. Weathered bedrock greater than 60 inches
deep.
2. Evard- Evard is classified as a fine -loamy, parasesquic, mesic typic hapludults. The SHWT and
weathered bedrock is greater than 6 feet from the surface.
3. Cowee - Cowee is classified as a fine -loamy, parsesquic, mesic typic haludults. The SHWT is
greater than 6 feet from the surface. Weathered bedrock ranges from 20-40 inches deep.
2.3 Soils Assessment
Findings are based on, but not limited to, observations made and data collected on topography,
landscape position, parent material, underlying geology, and soil characteristics such as depth to a
SHWT, depth to a restrictive horizon, total soil depth, soil horizonation, soil structure, soil color,
clay mineralogy, soil density, consistence, plasticity, saturated soil hydraulic conductivity, stone
content, and percent sand, silt, clay, and mica. They follow the guidelines set forth in the North
Carolina Administrative Code -Waste Not Discharged to Surface Waters, Title 15A-DENR, Subchapter
2T, Section .0100 through .0600, amended September 1, 2006.
The study area has a total of two map units that contain two dominant soil types, and one minor soil
inclusion. Each soil map unit is discussed in detail below. All soil and weathered bedrock averages
included are from data collected while performing pit/deep borings evaluations for the
hydrogeologic report.
1. Evard/Cowee Complex -These are fine -loamy soils that form from residual parent material
which has been affected by soil creep in the upper horizons. They are well drained. The average
soil depth for this map unit is 50 inches. The average depth to weathered bedrock is 60 inches
0

(ranging from 32 inches at pit 16, to greater than 72 inches at a majority of the pits). The
average slope is 36 percent. This map unit contains no unsuitable areas for wastewater
irrigation. This map unit represents approximately 38 percent of the total irrigation area.
2. Clifton/Clifton Variant Map Unit-- These are fine, mixed, semiactive soils that form from
residual weathered from intermediate and mafic igneous and high-grade metamorphic rock.
The Clifton Variant is noted when CR is observed less than 60" (Clifton Series has CR>60'). They
are well drained. The average soil depth for this map unit is 46 inches. The average depth to
weathered bedrock is 63 inches (ranging from 31 inches at pit 23, to greater than 192 inches at
pit 12). The average slope is 26 percent. Shallow soil depths were noticed at this soil series.
This unit represents approximately 62 percent of the total irrigation area.
2.4 Methods
The investigation consisted of describing 56 test pits and 2 soil borings. Pits number 42 and 43
were accidentally skipped. Pit 27 is located outside the proposed wastewater irrigation
boundary. Each test site was surveyed in the field by Banks Creek Surveying. A total of 32
saturated soil hydraulic conductivity (Ksat) measurements were made at 8 sites across the
investigated areas. Complete soil profile descriptions are enclosed for each pit and boring. The soil
profile descriptions are provided as Attachment C. Ksat calculations and results are provided as
Attachment A. The Ksat field sheets are provided in Attachment B. A site map is also enclosed
showing the soil map units, soil series, soil test pit/boring locations, Ksat sites, and proposed
wastewater irrigation boundaries. The map is provided as Figure 2 in Section 7.0.
Soil profile descriptions were conducted from track hoe dug pits according to USDA-NRCS
standards. Slopes were measured with a Suunto clinometer. Soil oxidation state was determined
using a Munsell Soil Color Book, 2012 revised edition. Ksats were obtained using a Compact
Constant Head Soil Permeameter.
Ksat measurements were taken in the A horizon below the drip tubing and in the lower horizons of
the soil column to determine the most hydraulically limiting soil horizon. The number and location
of K-at measurements were determined after the pit work was completed and the soil data
analyzed.

In the final analysis, the geometric mean of 10 percent of each Ksat value in the most limiting soil
horizon is used to recommend an application rate. The 10 percent value is being used due to the
consistency of textures and profiles throughout the study area.
2.5 In -situ Hydraulic Conductivity Evaluation
Saturated hydraulic conductivity (Ksat) tests were conducted as follows. A total of 32 sites across
the study area were selected. Multiple horizons in the soil profile were tested to obtain a
representative value for the saturated hydraulic conductivity of the various soil horizons. In some
cases Ksats were performed in the Cr horizon. The Cr horizon k-sat data is provided to show the
weathered bedrock is permeable. A Ksat field sheet data for each site is provided as Attachment B
in Section 8.0.
The Ksats were measured by boring a 5-cm hole into the horizon being tested, inserting the emitter
from the compact constant head soil permeameter and saturating the soil around the bore hole.
After saturating the soil, a — 6-inch head of water was established. The permeameter maintains a
constant head within the bore hole as water seeps into the surrounding soil. The rate at which the
water seeps into the surrounding soil is monitored until a steady state water flow is achieved.
LRM has utilized spreadsheets for determining the geometric mean of the most limiting horizon
form each soil map unit, which is provided as Attachment A in Section 8.0.
Ksats were measured at Pits: 2, 12, 18, 23, 30, 39, 47, and 53. A summary of the sites calculated 10
percent (in/wk) K-sat measurements is listed in Table 1.
Table 1. Calculated Geometric Mean K-sat summary 10 percent values (in/wk)
Soils
A Horizon
Bt Horizon
BC Horizon
C Horizon
Clifton/Clifton Variant Map Unit
13.52
0.83
1.11
4.83
Evard/Cowee Map Unit
45.34
1.89
1.26
1.80
Overall Site
24.76
1.44
1.16
2.89
The most limiting value is 0.83 inches per week in the Bt horizon of the Clifton map unit.
The 0.83 inches per week supports the recommended application rate of less than or equal to 0.5
inches per week and up to 0.83 inches per week when stored wastewater is irrigated along with the
current week's wastewater.
M

3.0 Water Balance
3.1 Instantaneous Hydraulic Loading Rate
The instantaneous hydraulic loading rate refers to the ability of the soil to absorb water. This
instantaneous rate corresponds to the soil infiltration rate. It is a measure, in inches per hour, of
how quickly water applied to the soil surface will be absorbed into the soil. This measurement is
based on the depth, texture, structure, pore space (bulk density), organic matter content, vegetative
cover, and slope of the soil surface.
A basic infiltration rate for various soil types with sandy clay loam surface textures is estimated to
be between .35 -.62 inches/hour(http:llwww.fao.org/docrep/58684E/s8684e0a.htm). Table 2
below recommends an instantaneous infiltration rate of <_.1.47 inches/hour for the proposed drip
irrigation fields based on site specific field observations of the site and soil surface.
Table 2. Instantaneous Hydraulic Loading (Infiltration) Rate Based on Soil Surface Parameters
Cover Average Texture Average Structure Organic Compaction Instantaneous Rate
Slope (%) (typical) Depth (in.) (typical) Matter (in/hr)
Moderate
Sandy/Clay
Forest 37% loam 4.0 medium Medium None <_1.47
granular
The 10 percent geometric mean Ksat value of the overall site for the A horizon is 1.47 inches
per/hour. The drip tubing emitters are capable of irrigating an area 2 feet by 4 feet at a maximum
rate of 0.62 gallons/hour. This converts to 0.124 inches per hour which is less than the
recommended instantaneous rate. Therefore, the soils are capable of absorbing, through
infiltration, the amount of wastewater being irrigated onto the site.
3.2 Allowable Irrigation
AWT (project engineer) has performed a water balance as part of their submittal. LRM has provided
0.049 inches per hour (See overall site calcs Attachment A) to AWT for the water balance.
R

4.0 Agronomy
4.1 Fertility Analysis
The disposal site consists of a mix evergreen/hardwood forest. Soil sampling and laboratory
fertility analysis were performed to investigate any limitations with continued timber production.
Soil samples were collected throughout the study area. Each sample is identified by the adjacent pit
number. Samples were sent to Waypoint Analytical, Inc. Lab data is provided in Attachment E.
Table 3 is a summary of the test results.
Table 3
Summary of Soil Fertility Testing
Sample
ID
pH
CEC
Nitrogen
Recommendation
LBS per Acre
Phosphorus
Recommendation
LBS per Acre
Potassium
Recommendation
LBS per Acre
Pit 41
5.2
4.0
100
110
49
Pit 21
6.0
5.7
100
110
0
Pit 7
5.0
4.4
100
110
68
Pit 52
4.9
3.7
100
110
94
Lime: The soil pH test results suggest that lime should be added to adjust pH. However, wastewater
treatment processes can alter pH, and will typically raise pH. Soil pH should be re -tested after
irrigation has been initiated.
Soil Fertility: The lab results demonstrate that the soils are Nitrogen, Phosphorus, and Potassium
limited for maximum tree growth. Waypoint Analytical, Inc recommends 100 lbs of Nitrogen per
acre per year, 110 lbs of Phosphorus per acre per year, and 49-94 lbs of Potassium per acre per
year for the Hardwood forest.
4.2 Nutrient Loading Assessment
This section of the report has been completed by AWT (project engineer).
no

5.0 Conclusions
The investigation supports an irrigation rate of 0.5 inches per week (10,000 gpd over 12.89 wetted
acres). This rate is determined to be acceptable based upon examining site limitations with respect
to the following considerations:
o Soil Conditions. Soil type, structure and hydraulic conductivity are well within an
acceptable range for the design irrigation rate.
o Water Balance. The water balance evaluation demonstrates that no long-term storage of
effluent is required during wet or cold weather months. Only temporary storage is needed
to store during individual rain and freezing events.
o Agronomy. The agronomic evaluation demonstrates that the anticipated nutrient loading
can be assimilated by the Harwood/Evergreen Forest, limiting the potential for
groundwater impact.
7

6.0 References
References:
1. Ammozegar, Aziz. Undated. Compact Constant Head Permeameter Users Manual. K-sat,
Inc. P.O. Box 30813, Raleigh, NC 27622. 45 pp.
Amoozegar, 1989, A compact constant -head permeameter for measuring saturated
hydraulic conductivity of the Vadose zone. Soil Sci. Soc. Am. J. 53:1356-1361.
Georgia's Department of Environmental of Natural Resources Environmental Protection
Division, Watershed Protection Branch, Guidelines for Slow Rate Land
Treatment of Wastewater Via Spay Irrigation Revised: July 2010
4. Brouwer, C., et al. Food and Agriculture Organization of the United Nations,
Irrigation Water Management: Irrigation Methods, Annex 2 Infiltration rate and
infiltration test. http://www.fao.org/docrel2/S8684E/s8684e0a.htm.
5. EPA. 1981. Process Design Manual, Land Treatment of Municipal Wastewater.
USEPA Center for Environmental Research Information, Cincinnati, OH 45368.
6. Crites, R.S. Read, and R Bastian. 2000. Land Treatment of Municipal and Industrial
Wastes. Mcgraw Hill.
7. Albaugh, Allen, and Fox 2008. Nutrient use and uptake in Pinus taeda. Tree Physiology
28, 1083-1098
8. Johnson and Lindburg, Editors. 1992. Atmospheric Deposition and Forest Nutrient
Cycling, a Synthesis of the Integrated Forest Study. Appendix Table
CH-3, Page 656.
9. National Resources Conservation Service, National Soil Survey Center. 1998.
Field Book for Describing and Sampling Soils. United States Department of
Agriculture. Lincoln, Nebraska.
10. North Carolina Agriculture Research Service. 1992. Redoximorphic Features for
Identifying Aquic Conditions. North Carolina State University Technical
Bulletin 301. 33 pages.
11. North Carolina Cooperative Extension Service. Undated. Nutrient Management
Planning Manual. North Carolina State University, North Carolina A&T University.
12. Tucker, Ray M., J. Kent Messick and C.C. Carter. 1997. Crop Fertilization Based on
North Carolina Soil Tests. North Carolina Department of Agriculture
and Consumer Services. Agronomic Division.
13. University of Tennessee. Wastewater Subsurface Drip Distribution, 2007. John R.
Buchanan, Ph.D., P.E.; James T. Watson, P
N.

LRM: Figure 1.0
ArcGIS Web Map
4/18/2023, 3:18:56 PM 1:9,028
0 0.07 0.15 0.3 mi
2021 Madison County Tax Parcels 20ft Contours ❑ Green: Band_2 i ti T 1
O Latest Orthoima er 0 013 025 0.5 km
Addresses 9 Y Blue: Band
Roads ■ Red: Band_1
NC OneMap, NC Center for Geographic Information and
Analysis, NC 911 Board, Maxar
Web AppBuilder for ArcGIS
Maxar I NC OneMap, NC Center for Geographic Information and Mnalysis, NC 911 Board I LIDAR data is maintained by the Rood Mapping Program. Elevation products generated by NCDOT-GIS Unit. Data made available by the NC Center for Geographic Information and Analysis, through NC OneMap, I

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LRM: Attachment A
MULBERRY FARMS - MADISON COUNTY SOILS INVESTIGATION
SATURATED HYDRAULIC CONDUCTIVITY CALCUATIONS
- A/Bt(0-6)
6-s� Bt1(12-18)
� BC(30-36)
ff-sat (2-4� C(74-80)
2.1 Steady State
0.1 Steady State
0.2 Steady State
3.4 Steady State
220.5 2-ON
10.5 2-ON
21 2-ON
357 2-ON
44.1 5 Min/intervals
0.525 20 Min/intervals
1.05 20 Min/intervals
11.9 30 Min/intervals
2646
31.5
63
714
4.02192 5.0" Head
0.0366345 6.0" Head
0.063567 6.5" Head
0.830382 6.0" Head
1.58343307 inches/hr
0.014423031 inches/hr
0.025026378 inches/hr
0.326922047 inches/hr
38.0023937 inches/day
0.346152756 inches/day
0.600633071 inches/day
7.846129134 inches/day
266.016756 inches/week
2.423069291 inches/week
4.204431496 inches/week
54.92290394 inches/week
26.6016756� 0.242306929 f10% in/wk# 0.420443150% in/wk
5.492290394 10% in/wk
-A/Bt(0-6) Bt(12-18)
-BC(32.38)
C(84-90)
6.9 Steady State
1.3 Steady State
0.1 Steady State
1.8 Steady State
724.5 2-ON
y 136.5 2-ON
10.5 2-ON
189 2-ON
24.15 30 Min/intervals
4.55 30 Min/intervals
0.35 30 Min/intervals
9.45 20 Min/intervals
1449
273
21
567
1.685187 6.0" Head
0.317499 6.0" Head
0.024423 6.0" Head
0.693441 5.75" Head
0.66345945 inches/hr
0.124999606 inches/hr
0.009615354 inches/hr
0.273008268 inches/hr
15.9230268 inches/day
2.999990551 inches/day
0.230768504 inches/day
6.552198425 inches/day
111.461187 inches/week
20.99993386 inches/week
1.615379528 inches/week
45.86538898 inches/week
11.1461187 - 2.099993386 §576-in-IMPME 0.161537953 - 4.586538898 -
- A/Bt(0-6)
- Bt1(18-24)
- Bt2(30-36)
6.5 Steady State(AVG 1 §Wady State
1 Steady State
682.5 2-ON
105
105 2-ON
136.5 5 Min/intervals
3.5 0 Min/intervals
pm
3.5 30 Min/intervals
8190
210
210
12.4488 5.0" Head
0.24423 6.0" Head
0.24423 6.0" Head
4.90110236 inches/hr
0.096153543 inches/hr
0.096153543 inches/hr
117.626457 inches/day
2.307685039 inches/day
2.307685039 inches/day
823.385197 inches/week
16.15379528 inches/week
16.15379528 inches/week
82.3385197- 1.615379528r0%in/wk
_
1.61537952810%in/wk
- A/Bt1(0-6)
- Bt1(6-12)
�3 BC(22-28)
C(78-84)
4 Steady State
2.1 Steady State
4.4 Steady State
2 Steady State
420 2-ON
220.5 2-ON
462 2-ON
210 2-ON
42 10 Min/intervals
11.025 20 Min/intervals
46.2 10 Min/intervals
10.5 20 Min/intervals
2520
661.5
2772
630
3.24576 5.5" Head
0.6674535 6.5" Head
3.570336 5.5" Head
0.85617 5.25" Head
1.27785827 inches/hr
0.262776969 inches/hr
1.405644094 inches/hr
0.337074803 inches/hr
30.6685984 inches/day
6.306647244 inches/day
33.73545827 inches/day
8.089795276 inches/day
214.680189 inches/week
44.14653071 inches/week
236.1482079 inches/week
56.62856693 inches/week
21.4680189- 4.414653071110% in/wk ' 23.61482079 W/u in/wk
5.662856693 10% in/wk
- A/Bt1(0-6)
' Bt(6-12)
- Bt2(26-32)
3.6 Steady State
0.6 Steady State
0.2 Steady State
378 2-ON
63 2-ON
21 2-ON
75.6 5 Min/intervals
6.3 10 Min/intervals
0.7 30 Min/intervals
4536
378
42
6.89472 5.0" Head
0.513702 5.25" Head
0.048846 6.0" Head
2.71445669 inches/hr
0.202244882 inches/hr
0.019230709 inches/hr
65.1469606 inches/day
4.853877165 inches/day
0.461537008 inches/day
456.028724 inches/week
33.97714016 inches/week
3.230759055 inches/week
45.6028724 ! i n/ 3.397714016 - 0.323075906 -
- A/Bt1(0-6)
� Bt1(6-12)
- Bt2(20-26)
BC(40-46)
- C(68-74)
2.3 Steady State
1.6 6Steady State
0.4 Steady State
0.6 Steady State
0.7 Steady State
241.5 2-ON
168
42 2-ON
63 2-ON
73.5 2-ON
24.15 10 Min/intervals
16.8
P-ON
0 Min/intervals
2.1 20 Min/intervals
3.15 20 Min/intervals
7.35 10 Min/intervals
1449
1008
126
189
441
2.20248 5.0" Head 1.53216 5.0" Head Me 0.133182 6.25' Head
0.28728 5.0" Head
0.512883 6.0" Head
0.86711811 inches/hr
0.603212598 inches/hr
0.052433858 inches/hr
0.113102362 inches/hr
0.201922441 inches/hr
20.8108346 inches/day
14.47710236 inches/day
1.258412598 inches/day
2.714456693 inches/day
4.846138583 inches/day
145.675843 inches/week
101.3397165 inches/week
8.808888189 inches/week
19.00119685 inches/week
33.92297008 inches/week
14.5675843 - 10.13397165 - 0.880888819 - 1.900119685 - 3.392297008 -

- A/Bt1(0-6)
- Bt1(6-12)
- Bt2(20-26) BC(35-41)
- C(5056)
6.1 Steady State
3.1 Steady State
0.5 Steady State
0.4 Steady State
0.5 Steady State
640.5 2-ON
325.5
52.5 2-ON
42 2-ON
52.5 2-ON
128.1 5 Min/intervals
16.275
�-ON
0 Min/intervals 2.625 20 Min/intervals
2.1 20 Min/intervals
2.625 20 Min/intervals
7686
976.5
157.5
126
157.5
11.68272 5.0" Head
1.0321605 6.25' Head
_A 0.1453725 7.0" Head
0.127134 6.5' Head MW 0.1453725 7.0" Head
4.59949606 inches/hr
0.406362402 inches/hr
0.057233268 inches/hr
0.050052756 inches/hr
0.057233268 inches/hr
110.387906 inches/day
9.752697638 inches/day
1.373598425 inches/day
1.201266142 inches/day
1.373598425 inches/day
772.715339 inches/week
68.26888346 inches/week
9.615188976 inches/week
8.408862992 inches/week
9.615188976 inches/week
77.2715339 - 6.826888346 - 0.961518898 -
0.840886299 - 0.961518898 -
- A/Bt(O-6) Bt2(12-18) (20-26) C(3036)
2.5 Steady State 0.1 Steady State 0.4 a 1.5 Steady State
262.5 2-ON
10.5 2-ON
42 2-ON
157.5 2-ON
13.125 20 Min/interval
0.525 20 Min/intervals
2.1 20 Min/intervals
7.875 20 Min/intervals
787.5
31.5
126
472.5
0.7945875 6.5 Head lllll�
0.033295516.25" Heaa9M
0.146538 6.0" Head
0.5778675 5.75" Head
0.31282972 inches/hr
0.013108465 inches/hr
0.057692126 inches/hr
0.22750689 inches/hr
7.50791339 inches/day
0.31460315 inches/day
1.384611024 inches/day
5.460165354 inches/day
52.5553937 inches/week
2.202222047 inches/week
9.692277165 inches/week
38.22115748 inches/week
5.25553937 -
0.220222205 -
0.969227717 -
3.822115748 -
A Horizon Geometric Mean
Bt Horizon Geometric Mean
EVARD/
A Horizon Geometric Mean
Bt Horizon Geometric Mean
2.044725038 cm/hr
0.805009858 in/hr
19.32023658 in/day
135.2416561 in/week
13.52416561 -
0.126797239 cm/hr
0.049920173 in/hr
1.198084147 in/day
8.386589029 in/week
0.838658903 -
6.855277131 cm/hr
2.698928004 in/hr
64.77427211 in/day
453.4199047 in/week
45.34199047 -
0.286839977 cm/hr
0.112929125 in/hr
2.710298991 in/day
18.97209294 in/week
1.897209294�k
OVERALL K-SAT CALCULATION
A Horizon Geometric Mean
3.743949358 cm/hr
1.47399581 in/hr
35.37589945 in/day
247.6312961 in/week
24.76r0%in/week
BC Horizon Geometric Mean 0.168819465 cm/hr
0.066464356 in/hr
1.595144547 in/day
11.16601183 in/week
1.116601183-
C/CR Horizon Geometric Mean 0.730581936 cm/hr
0.287630683 in/hr
6.903136399 in/day
48.3219548 in/week
4.83219548 -
BC Horizon Geometric Mean 0.191110061 cm/hr
0.075240182 in/hr
1.805764358 in/day
12.64035051 in/week
1.264035051 10% in/week
C Horizon Geometric Mean 0.273055093 cm/hr
0.107502005 in/hr
2.580048125 in/day
18.06033687 in/week
1.80603368710% in/week
BC Horizon Geometric Mean 0.175944703 cm/hr
0.069269568 in/hr
1.662469634 in/day
11.63728744 in/week
1.16-
Bt Horizon Geometric Mean 0.218505841 cm/hr C Horizon Geometric Mean 0.438404719 cm/hr
0.086025922 in/hr 0.172600283 in/hr
2.064622121 in/day 4.142406794 in/day
14.45235485 in/week 28.99684755 in/week
1.45 - 2.90 -

'.
LRM: Attachment B
SA0,21 , ID TA SH917
'
Measurement \To.
Conducted by
Location _ ,,�L-f►-
_ Dam 3/12 O3
Weather Condition _ 4ti�� /�� 16�- � - _._ Temperate
Horizon A 0 - �,
Source of Water
Hole depth
s i�-,leasured (Actual) waterlevel isn hole
Distance between reference level
initial oi- em
mid sod surface
+ ;_ om R-4i ,s C.
Distance f-From the hale bottom to
Radius of the hole W cm
the reference level (D)
_ CM clack tu-ue
Desired water depth in hole
cm Start saturation
^onsCaa t head tube setting (d)
Gm Steady-state reading
Reservoirs Used for Measuremem of the Steady -State Flow Rate
Flow Measuring Researoir Only
Conversion Factor (c.R) _ 20 cmz
Both Row Measuring and Main Res6rvo*rs �' conversion Factor (C.P.) = 105 caT?'
i
(To obtain flow volume rmAdply change
in waxer level by the appropriate CY. from above )
Clock ?reservoir At
Change in -Flow Q 0- Xja
Time Reading
Water Lnrel Volume
h:min cm min
cm cm3 cma /min c&Als cm/h
y
%2
a : sca 3c S
?,p
Average of last three measurements:
(other tmitS)
ca1�0fiENTS:
31,25

.w. -.. r.. r.w...n......�r .ter. .r S
easurament io.
E"
Condaeted by
Location
Weather Condition
'Tamper
Horizons
Sovrce of Water
Hole depth
_,� CAM
Measured (Actual) waterlevel iz hole
' Distance between le��el
irAtial G c om
a oyreferermce
m7d so� s= e
• CM
Final r% 4M
D=smnea mom the hole bott= to
Radius of the hole (r) em
the Mfffence ievei (D)
- errs
Clock time
Desired water depth h► hole al)
- cm
Snarl saturation s a
Constant -head tube setting (d)
F
(:FL?
Steady -staff reading
E Reservoirs Used for i easurement of the Steady-Sta Plow Rate
Plow Meosuan; Reservoir Only
Conversion Factor (C.R) = '70 CM
` Both mow ialeasuring and Main
Reswrrocs �
conversion FaotoI (C F.) = 105 0&
(To obtain flow volume multiply change an water level by the appropriate C.F. from above j
Clod Reservoir At.
Change in Plow
Time Reading
Water I.elrei Volume
h:min cm min
can cm3
cm'lmin cm'!h cralh
3 lS y9,Cr
3.5.5 1Q,-7
G-
Average of last three measumments: (other tMits)
39

I
i
I
I
I
{
- I
Measurameat o. Conducted by f
Location /"Ir;TA,,tea
Weather C Idtdon
ori�on�- �� ' Sore of Water
a
Hole depth
Distance between reference level
mid Qoi? surface
Dismce fram the hale bottom to
the Teference level (D)
Desired watzr depth in hale
Constant head tube setng (d)
C-In Measuied (Actual) water level in hole
Initial G S cm
+ • CID Fig — Cm
Radius of the hole (r) cm
cox+ Clock t4ue
Cm Start saturation
CM Steady --state reading
Reservoirs Used for -Wasaremenc of the Shady -Stag Flour Ram
Flow Mpasudng Resemoir Only Conversion Faetar (C ,R) = 24 cm'�
Both Flow Measuzing and Main Reservoirs Conversion Factor (C F.) 105 cam'
(To obtain #low volume mnaltiply change in water level by ,he appropliate C.P. from above )
Clod- Resavoir A, Change in Flow Ka
Time Reading
hrater revelVQluYne
h-znin CM roan can cm3 cm'/Min =51-h cm1b
3 q<
-r --
w;t �t
Average of last three measurements: YME = � ccalh � (other its)
39

j.:
a SA TVPUS DAI T"&- STREET
4.
�" i��easurament moo. Conducted by ,`�
Location j Date r
rl Weather Condition r, : � � Temper
Horizon source of Water
Hole depth cm
Distance between reference level
j and soil surface + can
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H) - OM
COnstant-head gibe seLtirig (d)
Adeasured (Actual) water level iln hole,
initial cm
Final cm
Radius of the hole (r) cin
Clack true
Mart saturation
Steady-state reading
Reservoirs Used for measurement of the Steady -State Flow Rate
Flow M"suring Reservoir Only Conversion Factor (C.R) = 24 crn-'
°} Both Flow TIVI-easuri.ng and Main Reservoirs Conversion Factor (C:F.) = 105 em`
(To obtain flow volume multiply change 3n water level by the appropriate C,F. from. above )
Clock Reservoir >;t Change iu Flow Q lit
Time Reading Water revel Volume
h:min: Cm min CM CM cm31min cm31h crnlh
t
i
• l j
• 3
Average of last three measurements: Y,_t = cmlh (other units)
C©!Vi�N-TS:
39

SALE DATA SITXT
Msasuremwt IN,
Condvftd by
Location
Dale
weather -7
Tempjori=n
Soma of Water
Hole depth
CM Measured (Attu a� waterlevri in hole
Distance between reference level
Initial �,- 0 OM
and soil sidma
+ Crn Find (,-0 CM
Dfzm= from the hole. bottom to
Radius of the hole (r) cm
the Teftmw level (D)
CM clock time
Desired waterdepth in hole OA)
am S= sanvation
Constant head. tube satins (d)
am Steady-state reading
Reservoirs Used for Meaummnt
of the Steady-StM Flow Ram
Plow Musuring Reservoir Ody
— Conversion Factor (C.F.) = at} cmz
Both now Mkasaiing and Maim
Reservoirs
Reservo. Conversion Factor (CM = 105 aa�
(To obtain flow VOIUMe =31tiply th=90 in WRW k"I by the vpmpdate C.P. from above)
Clock Reservoir At.
Change in Flow
Mine Reading
rater Level VDIMC
h:min CM min
CM. CM3 CZe/33ftfA cm% cm/h
.0
Average 1Dflast three maw=ments.- K=--Cm/h (Oda Unfts)
CObOdENTS:
39

SALE DATA SEMET
Meaummeauqo.
Conducted by
Location F,
Date
Weadw Coen
Tempe"
Horizon
SOMM Of Water
-Hole
depth
— CM Measured (Actual) wata ]eve hn hole
DUtance between reference Ja-vPI
initial
and Son surface
+ cm Final 6a am
Diamm ftom the hole bottom to
Radius of the hobe- (r)
the re&zence level (D)
CM clock time
Desimd water depth, in hole
Start 8atuxation C
Com=t-head tube setting (d)
CM Steady-state reading
Reservoirs Used for blusumment, of the Steady-SM Flow Rafe
Plow Magsudm PWemir C)nly
— Conversion Fad (C.F.) = 20 cmz
Both Raw -MeLmrbag and Main
Rr.=voia Conversion Fluor (CmF.) 105 me
(To obtain f1mv volume m-dtiply change in water level by the appropdate C.F. from above
Clock Reservoir W1,
aianp in Mow 4M
'rime Reading
W&W Ltvel Volume
h.-din CM min
CM CMS ce/mIn celh cra/b
7 3�
ILL
Average of fast fine measurements: = =/h (Otbor Units)
1*11107111C, JINi
34

SALE DAU S
Measurement No. � _ Conducted by
Location A111�
Weather Condition Q - --..,...
Horizon _.(it- 3 �)- 32; Source of Water
Dam
TOW" -- -M —
Hole depth cm Measured (Actual) watm)evel Li hole
Distance between reference level initial cm
and soil surface - cm Final. ti � cm
Distance from the hole bottom to Radius of the, hole (r) cru
the refrxence level (D) — ern Clock time
Desired water depth in hole (R) - cm Sian saturation I : ao
Constant head tube setting (d) cm Steady-state reading
Reservoirs Used for Mcasurernent of the Study -Stara Flow Rate
Flory Massunng Reservoir Only Conversion Factor (C.F.) _ 20 cma
Roth Flow -Measuriag and Main Reservoirs �'' Conversion. Favor (CF.) w 105 ae
(To obtain floev v'olumt m-ultiply change in water level by the appropriate C.F. from above )
Clock Reservoir Al, Change in Flow
Time Reading Water Level Volume
h:min cm rain ern cm3 r.&/mart =51h =Ub
r
Aveinge'' of last tome menuraments: = Cmn/h (Otha Ulfitg)
COREVI
�w
kE

r
= SAIv-°LE DATA S „f'
4-
Measurement No. 'I Conducted by
Locat(oil t Date
Weather Condition U �" 4 ' `' Teanpeiat�ae i
f
Horizon Source oflvatrm
Hole depth I CM
Distance between reference level
i mid soil surface + CYfl
Distance from the bole bottom to
the mf mnce level (D) cm
Desired water depth in hale (H) - cm
' Constant -head tube setting (d) cm
i
Mea ured (Actual) water level %-1 hole
Initial om
Final Cris
Radius of the hole (r) cm
. Clock time
Stagy saturation
Steady-state reading
Reservoirs Used for = inurement of the ftady-StM Myw Rate
Plow Mmsuring Reservoir WY Conversion Factor (C.F.) = 20 emz
Both Flow-A&ssuxYng and Mann Reservoirs ---- Conversion Faactor (C.R) = 105 Ce
(To obtain flow volwne multiply change in water level by the approprla.te C.P. from above )
k Clock Reservoir ,fit Change in Flow Kut Time Reading Water Level Volume
} h-m n cm min CM cm3 cm'/mist cmi31h crnlh
5
z
:2
Average of last three measurements: l = cmlb (other units)
M

S: rVOIrE DATA— SH =
MeasorernWt Na.
Conducted by
Location p 1u ��..��, ,
- .. Date ,�-
i
Weather Condition 1 r
Temple"
Horizon
Source of Avatar
Hole depth
can IVleasnred (Acival) water level in hole
Distance between reference level
initial � =' cm
ill"
j
and soil surface
cna Final - v cm
Distance from the hole bottom to
Radius of the hole (r) ern.
the reference lei►el (D)
_ C Clock time
Desired water depth in hole OA)
- cm Start saturation of K
�
Constant -head tubs salt g (d)
— cm Steady-state reading
r
.j
Reservoirs Used for vleasu.remenz of the Stead; -State Flow Rate
E
'
Flow Nfmuring Reservoir Only
Conversion. Faetar (C .R) = 20 cm-
;
�}
Both Flow nleasuri mg and plain
Y
Reservoirs Conversion Factor (C.F.) = 105
(To obtain flow 'volume multiply change in water l-vel by the appropriate C.F. from above }
3k
Cock Reservoir At
Change in Flow lit
Ti.�na Reading
Water Level Volume
h:min cm min
cm ce cm/min cm=lh crn/h
{�
t;
3a . o
l 0
lo'
Average of last three raaasurements: i _E = cmlh (other units)
CO LV ti'S:
;
37
.lE.
1
a��

Measureme t -To. 12
Conducted by
Weather Condition � ���` � `
._ Temperate
Horizon i ► 1 u '''
Source of eater
Hole depth
em (Actual) uraterIevel z--s hole
Distance between reference level
initial cm
j
and soil sudace
cm Fimal f. °` CM
Distance from the hole bottorn to
Radius of the hole (r) can
the reference level (D)
= CM Clock time
Desired water depth in hole (H)
- Cm Start saturation_
Constant -head tube stairg (d)
= cm Steady-state reading
Reservoirs Used 'for &aasureme-at
of the Steady- State Flow Rate
Flow MQamd ig Reservoir Only
Conversion Factor (C .R) _ 20 CM"
Both Flow Measnring and Main
Reservoirs Can -version Factor (C_F.) = 105 am --:'-
(To obtain flow volume multiply change in water level by the appropriate C.F. from. above )
Clock Reservoir AA
Change in -FlowQ Q i st
Time Reading
Water r e3z1 Volume
h:min. cm min
can ce cm'/sin cm=lh CM/h
Average of last three measurements: 1,,,€ = cmIh (other units)
CDt1�i1�1�I�TS:
34

iVeasuremertt%�. Conducted by
Location Date
Weather C© dition Temperature
f
Horizon = Source of rater
Hole depth cm Tvleas'ared (Actual) level hi hoiz
Distance between reference level initial cm
acid soil surface i cm Fi l J �j cm
Distance from the hole bottom to Radius of the, hole (r) cm
the Teference level (D) crr_ Clock tie
Eyesired water depth in hole OH) - cm dart saturation ' f
Constant -head tube setd g (d) — cm Steady -staff reading
$ Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow 1. *asuring Reservoir only Conversion Factor (C.R) _ 20 cm--
BothFlow Measuring and Main Reservoirs X Conversion Factor (CF.) = 105 am —:--
(To obtain flovv volume multiple Lhange in water level by she appropriate C.P. from above }
Clock Reservoir >^t Change in. Flow ( Ids
r Time Reading 17%rater Level Volume
h:min GM ruin crn cm, cr_ slmin cm'Ih cr lh
1
i
0
Average of last three measurements: cmfh (other wits)
COMiltENTS:
0n
In

4:
SATtA -DATA- S ME `
Measurement moo. 1 Conducted by
r,
ff
Location
Date ,D Vf
weather C nditlon
f
Xbrizon 1 O - f, Source of Water
Hole depth s
I Imined (Actual) water level ki hole
Distance between reference level
initial cm
mid sot su ace. + cm
Fin a _ cm
Distance ftm the hole bottom to
Radius of the. Dole (r) cm
the reference level (D) _ CID
Clock time
Desired water depth in hole (H) - cm
Start saturation ► c
Constant head tube setting (d) cm
Steady-state resdiag
Reservoirs Used for Measmmfent of the Steady-Sta.tr, Flaw Rate
Flow Mmuaing Reservoir Ody
Conversion. Faetos [C.R) _ 210 cm'
Both Flow Measuring and Main Reservoirs
Conversion Factor (CF.) = 105 ce
(To obtain flow volume multiply change in water level by the appropda.te C.F. from above )
Ciock Reservoir it Change in Flow
Time Reading Water Lfn el Volume
h:minn cm man CM cm3
LI
,
t lyyS-� S1,
t
t� `f
A
Q0- Y�It
cm'/twin cm'!h cmlh
kgerage of last three measurements: X,, = cmlh _ .� (other unit)
COMMITENTS:
39

�••
2LZ DLL li Ci 8,,-"B
Measurement moo. _�,
_
Conducted byG
Location P�� an .l �.��
Datt: '1g j o z
WeatherCondition � w � � ` �
- Teniperd=
Horizon 10 „/�,; t 2
Source of Water
Hole depth
cm lvlebsurad (actual) water level in hole
Distance between reference level
initial — 6 — cm
aiad soil surface
- • Cm RInal 7 en1
Distance from the hole bottom to
Radius of the hole (r) rIM
J
the rference level (D)
_ CTPI Clocb time
7 Dosired water depth in hole
CM Start saturation 10
Constant head tube setting (d)
- em Steady-state reading
}
Resen oirs Used for _Measurernemt of the Steady -Stale Flow Rate
4 Flow Mpasuiring Reservoir Only
Conversion Factor (C.F.) _ 20 cm -
Both 1--low Measurimg and Main
Resenroirs r Con -version Factor (C:F_) = 105 C&
j (To obtain flow volume multiply change in water level by the appropriate C.F. from abo-ve )
Clock Reservoir t
Change iu Flow X1,
Time Reading
eater i,ezrel Volume
1 h:min cm min
CM Cm3 crn3/min C1L% cell
i ip'rp 4t it a0
-2,
l
Average of last three measurements: Kit = Cmlh (other units)
CODIUA-Ews:
39

Conducwd by %
Measurement No.
Location Date _ 1122— '
Weather Condition Temperature
Horizon 0( 11- 2Y Source of Water
Hole, depth cm Measured. (Actual) water level uz hole
Distance between reference level initial ---- s cm
and soil surface -CM Final �s � T cn1
Distance front the hole bottom to Radius of the hole (r) cm
the reference level (D) - crr Clock time
Desired water depth in hole (H) CM Start saturation /o
Constant -head tine selling (d) - cm Steady-state reading
Reservoirs Used for Measurement of the Steady- State blow Rate
Flow Measuring Reservoir Only Conversion Factor (-C.R) _ ?fl cry'
Both Flow Measuring and Maia Reservoirs -- Conversion Factor (C R) = 105 r:m'
(To obtain floe- uolunae multiply change in water level by the appropriate C,F. from above )
Clock Reservoir A.4 Change I Flow Q Q X121
Time Reading eater i eirel Volume
h:min can min can cm cnz'lmin cis! lh CM/h
1 b. 31 11/1, o - _.-_
tr)
fM
•
, ; 3 r
14
Average of last three n2easurements: cmlh
(other units) "=E
CVDI YiifYs 1.S.
~ I.J
I.
11
Il
_7 r 5
:k
?q
z4
?
!� 2 ty•
5
39
a�:

Measurement NO. Conducted by r
Location r �� 6��°�R �. Date y141"
s
Weather Condition Tempu=ure
Horizon 7-d- ti y Source of rater =
Hole depth o-In Mzasured (Acival) water level Ln hole 4
Distance between reference level initial_ cm !;
and soil surface cm Final em
Distance from the hole bottom to Radius of the hole (r) cm
the reference level (D) = cm Clock time
Desired water- depth in hole (H} - cm Start saturation !
Constant -head tube setting (d) — cm Steady-state reading
!
i[
Resarvoirs Used for rlcasurernent of the Steady -State Flow Rate,
Flow Mcasuring Reservoir Only Conversion Factor (C.F.} = 20 ern' i
Both Flaw 1reasurin; and Main Resenroizs X Conversion Factor (C R) = 105 cm` E�
(To obtain dory volume multiply change in water ievel by the appropriate C.F. from above)
f
Clock Reservoir ,At Change in Flow KIM �
Time Reading rater r eAzl Volume
h:min cm min cm cm, cr_r'/min cmlh cmlh
i;
iU' 37 6/G 2
f
1oS? `13.2 Ia 3.o `4
911
r!
3,Y. Y
gc,7s',I
Average of last three measurements: Yam, = e n/h (other units)
`i
il•7
�9
1

S N I%j!PL DATA SHME
measurement No.
�1 �-
Conducted by
Location z{,
Datt
Weather Cgndition
Ter peratme
Horizon 1 �"''
Sou,c;, of Watrr
Hole depth
om
jVIeasured (Actual) water level Lz hole
Distance between reference level
initial cm
mid soil surface
- cm
Final cm
Distance =rom the hole bottom to
Radius of the hole (r) cm
the reference level (D)
= cn?
Clock dMe
Desired water depth in hole
- cm
Start saturation
Constant head tube setting (d)
= can
Steady-state reading
Reservoirs Used for -Measurernmit of the Steady -,State Flow Rate
Blow Measuring Reservoir Only Conversion Factor (C.R) _ 20 cm,
Both Blow -Measurim, and 3-Main Reservoirs Conversion Factor (C R) = 105 am--'
(To obtain tlow volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir t Change in -love Q K12t
Time Reading We ter Leval Volume
h:min cm rain cm cm3 cm`/min cm=lh cmlh
Average of fast three measurements: Y, = cmlh
COWEVIEN"'ITS:
2U.ro
�- 39
1 : 3o�``
(other units)
I

K
ieasuramert 2 Conducted by
Location 6 T. 7 ro,� k s D$te
Weather Condition Lwi,, -, 'lMperatma
Horizon R � (� - r ) Source of rater
Hole depth.
Distance between mfewnce level
acid soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole OHD
Constant head tube setting (d)
NaTeasured (victual) water level hnhole
initial 'S• ;1 5- cm
cm Final. cm
Radius of the hole W cm
cm Clock tie
Cii2 J`LUt Saturation
CM Steady -stag reading
Reservoirs UBod for easurement of the Steady -State blow Rate
Flow Mmsuring Reservoir My Conversion Faetar (C .F.) _ 70 cm~
Both Flow leaswimg and tMda Reservoirs Z Conversion Factor (C:F.) 105 ce
(To obtain flo-i-v volume multiply r:hange in wafer level by the appropriate C.F. from above )
Clod
Resmoir
At
Change in Flow
Tfine
Reading
eater Level Volume
h.-min
cm
min
cm cm,
76
3:9S
31K. 169.=
Average. of last. three measureme
cmlh
COMMENTS:
39
Q Q
C&f7i in cna3 lh cz Vh
(other imim)

SkI L DATA SBTE
Measurement ilo.
lAiTI
i�.onducted by
Location
Date
Weather Condition
Tenpera me
}
Horizon r
Source of eater
Hole depth
cm Nleasurad ( ciuli) water level i.-.1 hole,
Distance between reference level
initial cm
and Soli surface
cm Final cn2
Distance irom the hole bottom to
Radius of the hole (r) mu
fe reference level (D)
CM Clock dMe
Desired water depth in hole (H}
- CM Start saturation
Constant head tube setting (d)
— cm Steady-state reading
.t
Rasen oi.rs Used for Measurement of the Steady -State Flow Rate
'
Flow Me�asurin; Reservoir Only
Conversion Factor rc,R) _ —0 cmJ
Both Flow Measuring and Main
Reservoirs Conversion Factor (C R) = 105 cm'-
J
(To obtain t1ow volume multiplychange in water revel by the appropriate C.F. from above ?
Clock Reservoir Ai.
Change iu Flout Q {sac
r
Time Reading
eater i ez2l Volume
h.-min cm min
cm cm3 cm /min cin51h cm/h
W
,
t
}
Average of last three measurements: isz; _
C©IARVIENTS:_
39
cmlh (other wits)

j.
IM a N 0. C9nducted by
ieasurarn
Date,
Weather Co
Temp-IMM
.dition
Horizon Source of \Vater
Hole depth c-in
Memured (Actual) water level Ln hole,
Distance between reference level
initial
mid soil surface cm
Final MIL
Distance from the hole bottom to
Radius of the hole(r) cmthe,
reference ievel (D) = Cm
C10C.1- tjj_qe
Desired water depth in -hole gi) cm
Start saturation
"k
Constam-head tube se,Ltiiig (d) CM
Steady-state reading
Pesenoir-5 Used for Measurement of the Steady -State Flow Rate.
Flow -IM*aSudlig Reservoir Only
Conversion Factor (C.R) = 20 =3
Both Flow Tkrleasnr, iwand .lain Reservoirs
Con -version Factor (C-R) 105 eTn-
C
(To obtain flow voluble m-altiply chmge in water level by the appropriate C.F. from above,
Clock Reservoir At Change in
Flow Q XS1.1
Time Reading Water Level Volume
herein CM min CM
CM3 cm-- 3/min cm/h cm[h
.9.
� Vg6 Of last three measuremens-cm/h
(other units)
N.-UNIEN
39

a
SSAN :.., DAU S_i
Measurement 210. Conducted by �� f
Location .f T4 .oV- I)-
1' Weather Condition Temp;,ratme
MHz= 1 G - � = - source of Water
-
doze depth cn
Distance betvnen reference level
mid soil surface + ' cm
D€stance .E rom the bole bottomto
die, reference level (D) — cm
Desired water depth in hole (B) - cm
Constant head tube setting Cd) cm
Menured (Actual) water level in hole
initial 6 o cm
Final 5- o cm
Radius 01 the tole (r) CM
. Clock time
Start saturation P!<5
Steady-state reading
Reservoirs used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir My 4onversion Factor (C ,R) = —10 CM'
Both Flow Measuring and Main Reservoirs r Conversion Factor (CF.) 105 ce
(To obtain flow volmne multiply change in water level by the appropfiate CY, from above )
Clock Reservoir At Cb2nge in Flow
Tune Reading Water Leval Volume
h:min cm min CM cm,
r-
'
31. 2
I SV ?� 7 r
l
). -7
Q Q I�St
C&/M n celh cm/h
Average of last three measurements: IZzz cmlir (Other units)
COYINMEN 'S:
39

w DA ri' F T r 8 ira v_+,?;, 6
Measurament Nio. 3 C on4ucted by A. Location Date
'Weather Co rdition } t, Tzrapetam
l = Sou_ce afi�later
Horizon :' " "
Hole depth cm Memretl (actual) water level Ln hole
r' Distance between reference level initial cm
j and soil surface cm Final em
1 Distance rom the hole bottom to Radius of the hole (r) cin
the reference level (D) cm Clock bale.
71 J Desired water- depth in hole (H) - Crn Start saturation
Constant head tube setting (d) = cm Steady-state reading
-t Reservoirs Used for-Nicasurerneat of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C R) = 20 cry'•
;k Soth Flow Measariuj and 1flain Reservoirs Conversion. Factor (C.F.) = 105 cm'
(To obtain low voluine multiply change in eater level by the appropriate C.F. from above )
` Clock Reservoir nt Change iu Flow Q l�kr
Time Reading eater r eirel Volume
h:min car min cm cm, cnillrain cm=lh crrlh
t 11'�l `t5•U
I, q; y1. G
Average. of last three -measurements: z, = cmlh
CQ1ifLlrENTS`':
39
(other units)

measurement i�To. Con acted by
Location l�/} ..r� • — Date
Weather Condition Temper=
Horizon Source of rater
Hole depth c,n Mea,ured (_actual) water level i-i hole
Distance between reference level initial cm
mid soil surface • cm Final cm
Distance from the hole bottom to Radius of the hole (r) mu
the reference level (D) = cn, Clock tune
Desired water depth in hole (H) -
cm Start satuLadon
Constant -head tube setting (d) — CM Steady-state reading
Reservoirs Used for Measurement of the Steady -State Plow Rate
Flow MmsuranReservoir Only Conversion Factor (C .R) _ 1-0 cm' g
Both Floe leasuri.nj and Vain Resei oirs Conversion Factor (C -m ) = 105 c
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir AL Change in. Flow Q TIQ,
Time Reading NVa-ter Level Volume
h:min CM min cm CO cm- /min =3/h cm/h
Average of last three measurements: Y, = cmlh (othev units)
39
I

S IMPLE DA iT,&' SRE-7
Measurament No. S Conducted by G ��
D.Location �� � �� -� Date 7I y/') 3
`N Weather Condition TerngeraM
Horizon G � `1 Source of Water
` Hole depth cm
Distance between reference level
T M-1d soil space + - ACM
Distance :from the bole bottom to
the reference level (D) = Gm
Desired water depth in hole (R - CM
Coustant=head tube sett ng (d) CM
Measured (Actual) water level itz hole
initial
Final o CM
Radius of the hole (r) cm
clock t Me
Start Satinration 9 'ram
Steady --state reading
Reservoirs Used for Measuremem of the Steady- State Flow Rate
Flow Measuring Reservoir Only Conversion Factor { :.F.} _ 20
Both Flow Measuring and Main Reservoirs _X_ Conversion .Factor (CF.) 105 ce
(To obtain flow volume multiply change in water level by the appropriate C:F, from above )
dock
Reservoir bt Change in Flow
r Time
Reading Water Level Volume
J h:rnin
CID. min CM cm,
5,190
y
j t--
f
1
�U'�b tTG.O
c&/min cm% . cm/h
S 7e �t—? �
Average of last three measurements: X,. = cmlh (other units)
C4YMENTS:
39
f
S,

j Measurament +No. I Conducted by_, _
Location I- `i AA ..1 h„ y Dwe 3 ! a o 1 I
Weather Cr
Horizon }' f ' ` U- l• Source of NVaier
f
Hole depths (--lictual) waterlevel ilnhole
Distance between, reference level iniliaz cm
said sos"! surface -I- • CM P; — -
D$s=ft from the hole bottom to � Radius of sae hole (r) em
the reference level (D) = em Clock time
Desired waw depth in bole - — CM Start saturation
ConstMt head tube setting (d) cm Steady state reading
r
Reservoirs Used for Measnrement of the Steady -Buie Flog Rat
Plow :MmuriZg Reservoir € my Conversion Factor (C.R) _ —70 cmz
Both flow -Measur1mg and Main Reawvoirs �
�.. Conversion Factor (Cj�) _ 1(}5 c
r
(To obtain flow volume waltsply chgnge in water level by she appropriate C.p. from above j
Clock Reservoir Al. Change in -Mow KIM
i Time Reading Mrater level Voiume
h:min cm. ruin CM cm, cm -'/min =311h cm1h
r
I
Average of last three measurements: ��„� � c;tblh (other Imits)
39
pl yrI !.� � �r•� F
t=
0
i
E +�

i�•
1
ABLE �11 A-TA-aHe TE1�
'
Wieumament. No.
Conducted b
`
Location A A0ti16,
s.
Weather Condidoa3 _ S_��
...r_ Tempemm
r
Horizon h d.
SOUM Of rater
Hole depth
CMI
NIT easured (-ACtual) water level L-1 hole
Distance between reference loyel
initial cm
j
mid soil surface
+ . cm
Finall t
Distance f-ram the hole bottom to
Radius or the hole (r) cm
die. reference level (D)
—
ClacL time
Desired water depth in hole
am
Start saturation
Constant head tube salting (d)
, cm
Steady-state reading.
r
Reservoirs Used for asLrement of the Steady -Stale Plow RaM
" Flow Moasudng Reservoir Only Conversion Faetor {C.F.) _ 20 =3
�} Both Plow Measuring and Main Reservoirs Z � Conversion Factor (C.F.) 105 a&
3.
r
(To obtain flow volume multiply change in ,eater level by the appropiate C.F. from above )
Ciock Reservoir n 1 Change ic Flow ,
Time Reading Water Level Volilme
hm-ii n em min can CM, cm- 'lmin em'!h cm/h
i
1
f
A.verage of last: three measurements: IK,, = cralh (outer units)
J�

Maasnramartt Na. 3
Location P I �=
Weather Condition �.
?? Horizon
"Mole depth
Distance between referent
as).d soRI sursace
Dis=ce J rro the hole b
the refexence Iavel (D)
Dasired water depth in h4
Constant -head tube seitiit
r
Clot& Reservoir
3 Time Reading
h:min cm
LI
t
DATA-
t)
aDt l�f SH1� iT _
Condtuoted by.
Daw
,�,Ir., Ai'rT.�l13e1dIll{t?e
Source of Water
cin Measlmd (Actual) waterlevel in hole
e level initial,,_ cm
CM Finall
ROM to Radius of the hole (r) ern
Mr - . Clock time
le P - cm Sian saturation
g (d) _ CM Steady-state reading
Reservoirs Used for --,,kasurment of the 3t adY-State Plow Rate
Ploy Measuring Rl wen oir Only � Conversion ��actas (C.l? j = _ cm�
Both Flow N�easz�g and Main Res"voars --� Conversion Factor (C:-].) = 105 c
(To obtain flow volujne m-oieply chmige in 'water level by the appropriate C.F. from above )
nt Change in Flow
Water bevel Volume
min can cm,
G 5
Q Q Xd
CM'/Min cm'!h . cm/h
9
Average of last tbree measumments: , = CMIh � (other MdW
CO" i -`S:
Pon

8Aj%ODL Iry, A-TA8�EN ,1
Measurement 'o.
Conducted by
`
Location
31 `i 1 3
Weather Condition
Temperature
Horizon 6 L s - r
Somme of Water
Hole depth
CM
Nleasnred (Actual) waterlevel isn hole
Distance between reference leNfel
initial G , < cm
acid, soil surface
+ CM
Fins7. _ cm
Distance from the hole bottom to
Radius of the bole (r) cm
the reference level (D)
— cm
Clock time
Desired water depth in hole
CM
Start saturation I �'
Constant -head tube setting (d)
— cm
Steady-state reading
r
Reservoirs Used for Measurement of the Steady-StaM Flow Rate
Flow Ming Rescrvoir Only Conversion Factor (C.R) = 20 Cm=�
Stith Mow ��easuriug and Maia Reservoirs Conversion Factor (CF.) = 105 ce
(To obtain flow- volume multiply change in water level by the appropriate C,F. from above )
Clock
Reservoir
%T,me
Reading
! 13anin
CM
F
r-
�; ?t?
V
i
�- yU
35 S
Qt Change in Plow
Water Le121 Vplume
min Cm cm,
6 , ":
b.y
Q Q XET
clellain cm'ih cm/h
2
Average 4f fast three measurements: K,,t (other units)
Co3tyitt'l`s.
j9

bL-
SAW DATA- SHIEMNI
M
Conducted by easarement. No
Location P Data
Weather Condition Temp= =
Horizon SourGe of Water
Hole depth CYn Measured (Actual)water level In hole
Distance between reference level initial
mid wil. surface +
V Distance from the hole bottom to Radius of the hole (r) cm
the, reference level (D) = CM CIOCL time
Desired water depth in hole. CM. Start saturation I I
Constant head tube se�Ldng (d) CM Steady-state reading
Reservoirs Used for Measurement d the Steady Smote Flow Rate
Flow Measuring Reservoir Ody - COnVUSiOlL Factor (C,P.) = 20 =7
Both Flow ?Measuring and Main Reservoirs /r Conversion Factor (C-F.) = 105
Z.
(To obtain flow volume multiply change in Water left! by !he appropriate CZ from above
Clock Reservoir At Change in Plow Q Ian
Time Reading, Water LeIrel Volume
h:min CM min CM CM, crn/min =51h =1h
LI 5-, e6
�J
Average of last three measurements: X,, = =Ih (other units)
39
t

V, W4 L SAT TA 8—WEE .
measurament No. Conducted by
Location
weather Coc4,.qon
oft
f Water Soux.
Hole depth -CM
Distance, between reference level
aiid soil surface fi ern
Distance from the hole bottom to
the reference level, (D) = cm
Desimd water depth in hole. (R)
Coutaur-Bead tube setting (d) cm
Date
TCZUP==
Measured (Actual) wawr 3evel Ln hdie
Initial cm
Final — cm
Radius of the, hole W.. CM
Clock tLmr e
Start saturation
Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only "'Onversion Factor (C.F.) 20 cmz
Both Mow Measuring and Main Reservoirs Conversion Factor (CF.) = 105 CIT'
(To obtain flow volume multiply change in water level by the appropriab-, C.F. from above
Clock
Reservoir
4t
ChaAge iu Flow Q
Time
Reading
Water Level Volume
h:min
cm
min
CM ce C2151tnin Celh crdh
1L.4
Average of Inv, three measarmonts:
(oter units)
f'010 C UVIENTS-
39
M

SjUIPLIP. DAU SEEM IT.
Measurament No Conducted by
Location- Dm.
Weather Condition TOMPMUt=
Horizon 2 - IV Source of Water
Eola depth CIM 'N'leasured (Actual) water level Ln hole
Distance between reference level initial
mid Soil Surface +cm 'Fing
ji i
Distance from the hole bottom to Radius of the hole (r) cin
the reference level (D) GM Clock tame
Desired water depth in hole (EI) Start saturation I!OT
Constant head tubt. setts (d) CM Steady-state reading
Reservoirs Used for Ifeasurement of the Steady -State Flow Rate
Plow Mw=ng Reservoir Ody - Conversion Factor (C,R) 20 CM7-
Both Flow Measuri-u- and Main Reservoirs Conversion Factor (CF.) = 105 ce
(To obtain flow volume multiply -change in water level by the appropriate C.F. from above
Clock Reservoir e,- Change in mow Q K".
Time Reading Water LF-Tel Volume
hunin CM. min CM cm=�/min cm3lh cm/h
r
C
Is
Average of last three measurements: 1T,, = cm/h (other units)
11-MMIM-ENTS 0 4
39

SAO%EPF � ID -,,?A TA S
r
Meastirameot No. 3 i onducted by !_ ;
Location _„ P �s� �1 IF.,-- - mate ?
Weather Condition Temperae
Horizon (5 L %) Source of Water
Mole depth
Distance between reference level
and soil surface
Distance from the hale bottom to
the iefere€tce level. (D)
Desired wafer depth in hole (�D
Constant -head tube setting (d)
cm Adea-mured (Actual) waterlevel bi hole
initial G o om �
+ om Finl_ cm
Radius of ttae hole (r) cm
CM. Clock time
cm Start saturation a
CM Steady-state reading
Reservoirs Used for Mmasuement of the Steady -State Flour Rate
Flow Mmsurin,g Reservoir Only Conversion Factor (C.F.) = 3o CM-'
Both .Mow Measining and Maia Resevolrs Conversion Factor (CF.) = 105
(To obtain flow volume multiply change in water level by ;he appropriate C.F. from above )
Clock Reservoir Al, Change in Flow I
Time Reading Water newel Volume
h:min CM ruin CM cm3 cros /min cm3Jh cndh
ter_
I
Average of fast three measurements: cmfh (other units)
COMMENTS:
39
L F.+

i
--`�`,, :. ii.�i -, :,. G)'� ��,44
Y rv: L2 DA Tr
�[q'�.l-,bpi.
89T,_-N.,T
{7
}leasarzment -No. Conducted by
1
I
Location
Date
Weather Condition
Temper
Horizon Sou_ce of Water
Hole depth can
i4leasurei (Actual) water level Ln hole,
Q.
T
Distance between reference Laves
initial cm
%.
j
and soil surface cm
Final CM
Distance from the hole bottom to
Radius of the hole (r) cm
j
the reference level (D) — ern
Clock dme
�
Desired water depth in hole (H; - cm
Start saturation
Constant -head tube settirg (d) = CM
Steady-state reading
I
!�
�
r
l
Rascn olr5 Used for I -Measurement of the Steady -State Flow Rate
!j
Flow Measuring Reservoir Only
Conversion Facto;,- (C.F.) = 20 cm'
Both Flow ^reasuzin-, and !Viaba ResenToirs y'
Conversior, Facto-r (C,R) c 105 CM7-
I
`
(To obtain flow volume m-ultiply change in vEater level by the appropriate C.F. from above )
Clock Reservoir t Change in
Flow
Time Reading Water revel Volume
h:min CM m?n CM
ce cr_•illrnin cirNh CInAh
i
r
I i-
.i
I�
Average of last three measurements: ls_z
cmlh (Other units)
Ii
Jr
,::
'
CON-21VE TS:
•FY .J
'3>
39
1
:i

LRM: Attachment C
%AND [,--:S UPffC, M A NAGS M E N T
- i.,ond Evciiva ion h,,, 9:.cU 41 Ii:{per-ts -
PPO.[Fr.T NIn Akin NAME
PIT: of��
LOT:
COUNTY:
DATE:
PERCENT SLOPE Rule .1940 :
CLAY MINERALOGY (Rule. 1941): N/A SE 0 EX
LANDSCAPE POSITION Rule .1940 :#� �=
SOIL DEPTH Rule .1943 :
TOPOGRAPHY Ruie .1940 : niforrn
RESTRICTIVE HORIZON Rule .1944 : 30"400L "
PARENT MATERIAL: AL CO E• A/C A/R C/R
SEASONAL HIGH WATER TABLE Rule .1942 : -2?e-,
SOIL GROUP Rule .1955 : ze
c
TYPE OF WATER TABLE Rule .1942 : "
SAPROLITE GROUP Rule .1956 :
CLASSIFICATION Rule .1948): PS US"
NOTES:( ' l <., h , '� t�.
RECLASSIFIED Rule .1948 : N/A P
inches = trench depth
inches = slope correction soil depth
inches = regulated soil depth
+ inches = regulated saprolite depth
inches total depth needed
Calculated for:
FIELD ESTIMATES
MOIST COLOR LTAR
HORIZON
DEPTH
MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV.
URE -ENCE DRIP
(Rule
(inches)
(Rule .1941) (Rule Mple (%) (Rule (Rule
.1939).1941)
J 41 .1969 .1955
cz
c>
rU�RLIG
5e�
r>
4' 1
G.1
�y
!u.4wl
LRM- NC Revised 10/2012
MCA = Multicolored Alluvium
MCC = Multicolored colluvium
MCS = Multicolored saprolite
LTAR = Long Term Acceptance Rate in
gallons per square foot per day
RF = Rock fragments
DESCRIBED BY: CHECKED BY:
RLHB = Restrictive layer - Hard bedrock
RLWB = Restrictive layer -Weathered bedrock
SBRF = Stopped by rock fragments

- L,cc?'id �-:',JCt4Ur_.stiC;ri hy{ L.a -d l-xPe, t5
PROJECT NO. AND NAME:
PIT: bl ��A.
LOT:
COUNTY: C:
DATE: 3
PERCENT SLOPE Rule .1940 :
CLAY MINERALOGY Rule .1941): N/A S MX EX
LANDSCAPE POSITION Rule .1940 : " =
SOIL DEPTH Rule .1943 :
TOPOGRAPHY Rule .i940 : i OEM-)
RESTRiCT4VE HORIZON Rule .1944 : ¢? `
PARENT MATERIAL: AL CO RE A/C A/R /
SEASONAL HIGH WATER TABLE (Rule .1942): -= s
SOIL GROUP Rule .1955 : -'
TYPE OF WATER TABLE Rule .1942 :
11II
SAPROLITE GROUP (Rule .1956):AA
CLASSIFICATION (Rule .1948): PS' US
NOTES:
RECLASSIFIED (Rule. 1948: NIA PS
inches = trench depth
inches = slope correction soil depth
inches = regulated soil depth
+ inches = regulated saproiite death
inches total depth needed
Calculated for
FIELD ESTIMATES
MOIST COLOR LTAR
HORIZON
DEPTH
MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV.
URE -ENCE DRIP
(Rule
(inches)
(Rule .1941) (Rule (Rule N (Rule (Rule
.1939).1941)
.1941 .1969 .1955
--i
LRM- NC Revised 10/2012
MCA = Multicolored Alluvium
MCC = Multicolored colluvium
MCS = Multicolored saprolite
LTAR = Long Term Acceptance Rate in
gallons per square foot per day
RF = Rock fragments
DESCRIBED BY: CHECKED BY:
RLHB = Restrictive layer -- Hard bedrock
RLWB = Restrictive layer - Weathered bedrock
SBRF = Stopped by rock fragments

z'�+,' t _ :tom_ `�'� : � � � �\c., v�r /jG�. g �� a g
_ 4 rak a :E : Si ��. c� G % .� C3 R �Y E [• J �` IN f;y� C3- E F� + 1 E [7�t i3
;w L•
tf 9.1F(�T h[€`► hli"� e�T��rt NA
PIT: - k - ILQT;.«
IGUCfCtr"s#l`IM
MLOG Y {flute j8o ; - NAIL .; E
ISOILDEP7ji
V12.2e
�;df.7�.� �I�6I�{�1��€� _ 6�?�Q}_ _I�t3r,Fi:e�
��l"�i�€C'2'11i� L?i�_�#?C31� (i�(�le."i��.��. ��R" ` a� ,G�c.�•i'
PARF5{ t UNT ERiA-1: ,/R- P& AIR UR
1S-P_A§OMPL 1 i0-1 INA" fER TABiE �,.Ruia
WIL (390UP fRufG .I655 : �
s'Sfi-+l= OFIJIfA:l ZA TASLr= (Rula-1�!3= a. �
a--4'Row-E enoL?P fRue _i9om3_ J `
!CUILSS€FIG;s. nOK, IRUIS _ 1 n48): PS US
NOTES.- �� �. C�ice,!'�R1`.?N�Lf..,. �, l�E'!,�r';c�- y, e, .�{]E �IS c•c.'F
i1ECLAr.SLRILV LIRUtz-l94.8)- MIA F
Uenci� depth
mchas = slope C-Or, ardor 31A dips
inches = NIQUIeva s SEA de .11h
[01c€yes= rticMred SaCTO Le d aa'llZ
Celc_uieed for: -
l
- Ff aD E-3-17 )NTY-S
' ' iit'io1S ±
COLOR-
URE •-ENCE
DRIP
(Rule
(Rule .1941
(iu)e (Pue
ADM -11941)
�$&} , (Rule-
AL
k
33
!
!1
L.[tilklL S•1L Sti�,��1%43 •(V16U�G -
C�nGA= N7[�ts tatcd ilcvi Tn 1A? = Long—term, Aoc -_p arcs Rate in R = Rasirid&re (ay4r— Hard 6=rlccc(
MCC frJUBCOrared couugkw& gatEcne i7aP'cQuere-jac: parfiay RUMB = ROSLsi UNS (EY8r °-il1fC-=tiS��'4' � b'dras it
Ce'iCS = C iui�iaoCo�er3 s �ra4iL� Ems = = cctc acc e ti S ?f- = stutp, Id y raem ia,, m. art_
DESCE IBM BY:

La d E v a 1 u a t i ori.bif L uad 9i.pfar C&
•c1G^ Tit} _i uL SS�wR F. .. ...•��L � LLB _ .�. �i.�}.. :Ss� .� �iti �^.' �,• .....�.- .s .._
�R/i.9irf'.i i�if"► �,Rir'� Eii�ttifiF- �i.I�r.r..1 � "
PGROGM � IqL0p� (pluic , a 4 €f : 2 3 ��
+ 'f 1T,$?4Si�' ;t �Gy (Rule _� 9�? "3 ): i� r ti S i JC
_skis
1801:-
TOrQGRIAPE ilf(Rule A40)..". i: YT-)
• 9 isiC-1 F= � s U 0 i5, z r ;
PAREWr E MATSR[A—[: AL Co- 0 MC AJR CIR
�5��r�;����"L r� �i F ��,� i ��� i ABLELRUiri-•i 9 - ):
WROUTE GROUP Ru[r-- .1956: �
�CLASSiF{CATIO ? C3 qla . i g� ps i;iS
moms.-
IFECL,sSLr-7-ED LR-uL-_1Pz?aj_ j;f{A PS
ifiG�i�� = l3Giivt3 t{irg�Lh
Fl ahez = s3lopo correaeon adil dapih
inches = r�jul^ ad soil depth
fric; = %miukakmCi Anrafte L-Nla
illche iDiti LspL) r,ewad
Calculated for: '
+
FIELD E��i4�iltiE-�
A1110191OOLOR
Lf''cli
-
i-tOi~iif N
DEPTH 1
spa .
Maw �
� ! � �yt��fG l
� G€3+1��� CLAY �
A\m-- opllc
DRIP
� Coi iv
S
c�l�
/Rule-
(Rufe
.liYicl��
(Raii<_'liaa}9'I}__�
A
�
�-
� � � L
it � i ;.
� ,: � �,-
� ��,• �"
----
S
_
1
I
LRf9t- lAC Rcfissd 1�12t3 l2 -
MCA= MulffcolaradAluirlmm-
adca = firiff corama Coifuldiff'a
Mics = iufuMcolored ssprolits
DESCRIBED UY':
5 j ? i ojjg terms s AccazgEanca uLG in
3i(one q. rzcluare ccot per clay
RLi E = ftesu ava layar— Hard bedrock
RLjNi3 = R(asM jje fa�r�r �srtl�_ fl r c+ ,:era

L A ti 4 %� R +•c•^Z S `v-"f U � C E v � G� N& S-`3 `+OG EE .�x� � �' °C L�
F-- w�aS:Gd E—vaivatiori tv :rs �.a4 1�,�'. 4-lc'pf�i.z 4; =
9
PIT: -LOT
�G 3iJ�?i' : 15'; '-,, � i4 ,i r31,
C is T s: (R i .`r� €fjo %
L.�f�CSC:" �A� �1��i 3'!©!�i (t��H,�-'i�J�?t3J: .. �����.
C-� i�"si �� s=�.� { �? + pp3 vx Ex --
t�i��a;-] {� ��i� 'I�=psi: � � • �oS��
AL ' C iG A -I CIS
WIL GROUP f[ ula-- .195�1: °
sf -i-
� Y S OF'JVA � 2f ti a f Air-- %uia _i
Sf-�['�,£3!
l3 c 1 c i^ •-+ z�.�...
k'ECLAS-SL9ED (R-ui- _Y;p4o)- PS
i�c►n;[3 d pth
carrac on *ell depth
{AE;�i S = rpg!-@{ated B!7{{ dep't i
inches total depthneVdarl
Calculated for: -
5 •� I' ,r . ° .. e. , �ii1n... ,. § ,' 1 Z
COLOR
i-€ p
VE -
:: n ! � �s�! RUG l--
{
f Cd��RIS E 0'z_A r AR.`�bO 0
URE
-c-INCE DRIP
Moe {V"} . (Rules
Rule
�'{i:�`
_`fwi
- -
-
5AGPL= AlUmicirea NIUWUM
Bloc = firufacatorrti ca{fidir` urrE
Mcs = MuMcdorad c-saprs{{ye,
DESGROM BY-
pffcrla par ,a lme- -`Got pe. f, d y
c"HECKE-0 BY:
Lf-3 = ?,,eSuA-jdjf va Iayar— Hard ba6roc},
SE RIF Strt-0130d

�� `•-•� � u �:~;. _ ==.:s ��= ice.
PI I.- �; - LOT
Mid? —D( .,..M.d
p� «f'!) y ff r() ^reltL%�'Sf
! ©e��lJ��4: t�ti ! L ����1:. _�i �G!Li
f'4� fSe --tJL i /�G'. • ?�I C - rV j� �+11Y�. L:r I
.� } 8 I�! �S ••iCJ .. r<� �t�S � � ii fl ?
P.,,kREkN_` I Uff- 1
t�-e,
qq rrtr �„ ,�+�� /1� ,f t j�j �
V�kla t��b1:}tJL 3 1�"—.�2 i�t`r+31.
:••� f1 '�t11 f�
' } VY S F�� �I �fiS. L.F- (p�.lte`�•_
jj
CLASSIFICAM
I\itrlEIP: �,G.�.S�fTED
i.�_��f). 'lam PS
ICi lE� = iTCi� � dim L4
ii chGs = F s jcuI
mnuiE{:u 1yai is ids "Ll_
Celcula'&-d or: -
{I{
1
1
• -�� �
- il�I3G C�3«� t�ir,'sh=ar?!i!�G
Cot O ,
_
( S^�[�'�� �a
l il.7l L`Lie[.J t��
a _y
�LZ � L i
�j�R"p�i-.- --
�l)iJ'4 � E`LE/4.
ram+ � t w ! `� � j i. � 'rs(� ) V� 87 CLAY
:L;� L L �._:�:.7 ...=�E t-_. (ti.i i.±� �^- � ���'cJ�c L 1 l_-� ,:
AL=R [�Jj�'
d�4� �a•.1!`�'u4�
; R.),
3i ��1 1
� y
URE eE7ICIE
�
f
j7 �L[t
(pj
u f trl ) fog
�i�i�i•_--__� ej`l�j( !lgal) S19' l �
Lf i�'fg
Amp
! { .ilG
-
'-
f
l
.
-
�4�1�'•r': ^ TEIlEI�il�CAit]i�C� L1�iEiU3�?iE1
i�s1�C� W f�'u(•.�c�fcr:;� �t�ifuir��s�
�^,�sFsiizc-
DESCRIB7 ��r
11'r'�F�•= LUIiZ( l ��'iia flGCr�d7CG i�6iG !it
Caitosria pansQuaTe—Rant Parch%,
CHECKED !W-
€-�� V rasu-ic �+ra Byer— Hard beraa4c
S�?f^=ru`�Ca77G-'LF �r-�i �3�eS 45uQti3�i�� .

is 1 1LOs£�f,
��
SC.T.
GRCSM Stop P'Ll1a.g?
� �
MAY Mdwrmu-+l.o(sy fa' ' -S E �.
��� �t:,i3� ����s�ar� �3��t,� � E ����=
55 N�
..
���F� a��, ; � �d��t� •� �=��: � f �
E �;�a �f��; ��� _•iirG�.�}_ ��r����
��; 4� i ati� i : �u��r�f�E�? � 1` _•i ����. r;� : ,.�� �'-,�
AC AVE,
CJ
� '�-� °(J1 r � t•?e � 1� i�� d f-O E .Ru q—
_1948): Pa SI .
i E.f r— .�
F ee '
r�eJ� ee e1 � �'� i
�
inch -as rS�S3 d i i
iYt::��5=
ME rmu
- hi�a 1l�(11 it wG�
alc�ti �d ©c: '
_
-
FIELD ES—IfiRtMES-1
iY sl
ii:;oF52LO
'-'��ey I NCtg iS =� ,=f, € RZ— - t{sUC -.
!_t:tti
C0I,G'1-9 �'�" { .�G�bt"P-,!a
DRIP
�u)aClub
F y!`( [tzi&_ i1) 1jW'����
([[�) , Jt}Rr�ta Fr(}({ (Q�u�la
.j+4+'i���
Iv1" F t�".'•�
.fV�`� L• .C����_ t
v -Y
%t-
34-
1/3
mirl- NO Rsift d
&40A= r1 I �c�ieir�ci_ I��sr -i - = � �Rg €wrrz etc � ?a a r,t �?�i' = as ;�� t�y�r-- Hard Wrock
2—spyolzs�r
'iiiCz���i'S f?i^" - $ff73 ► �7 i� Es !i3ar

EsO�..-'�'1. D `�' ;E S .U C F M ANA6— E H ERE i
pr ist-, zid +;. .. W �y.:�� i_ t: ._�}l. csi it tri 6; •rw* i G J:s:
PRn.imyrmn Arm
P1
r
COU! t'Y.f lDf,TE': 3121)
�P� i�i ul.£7 e��l�ss_ 4� U �J __
t��!�5'�`r4P� E�C]�4�"ICI�i (�ul�-_'tt�a,� _ s ••
is�'� t F �a i�`+?.� �s �e�� Fr•�): Pt lr+J / Ex
��€.3F�. i�C�; t �t'ut� .'�°�c�): ��U
i 01POG BAR ly(Rule
f �t i fl t UAL'CO-AtC Xf .._G}P
A�D!4AL 1 iQ41llf. �FR �l,D� r�!a : i 949
SOIL ����� €�(� _ E93�.: "r
i 31�� QF�iiAT� ��':�3� (��ri�•_ i�}: y r:-�. ,
SAFROU E eR6Lf= RUlo.1�3�3): /�/
Ci ASSIFICA f ON (Ul f o 3): PS US
�11�i d Ws �s-' m� �'���►°��^v
f�ECLI=<SZS{ail i#IA.? )_ 141A ps
;A ,,. I If
i�tc es crl���
;nzrhEss = slspe enrr-c6on soil &--pss
incnG = regulated Mated SE,3l" depth
. �lC.s`l��a�"F E�3 L4�t•i ��i�1r1 Li�'r:LEI
hichc-D total depth speanciarl
Calculetecl for:
2-77r` .i3 L� L EbULf=iA ��d
.4.0FV.
COLON
L t
-
i lOR4 EON
DEFT -I
UA—) PDC.
i1_.I` F'[.- = 1 RIUCT-
GON211 cux
Ar_ploalo
URE
-rNCz
DRIP
(Ruli3
a��H }
Loa- -,I gA=1) OW
(Rule {°�} .
;t�tale
(Pule
J
o
$
i `
1
cif
t
E
_
C,RI�-l�l� �{:+3i8�'.0 i4312I,1T2 -
MCA= ttAUMm- bred Aj[uTgum z TAF4 = Long Ten r.F Accapini ce Fixate In pLl-M = pasdc w& layer— Harry bedrock
f�s7� II�it[I COf�Ev-�3 �iilfZ;trTF.fitt pffonf, pr4scIvue zoz Per (lay RG.y Vp, = R(3SVtrtj71 a [d�ertl-sll{sw��larG'd 3JL�i��it
rRTRocidlagm-'rim �w`i--.P.4~-S?mppedbyradc srQh?�Ys�
i
CHECK

�. � C. � �`-:. ;� V�-„" e�V ::/aS ;` � �y y✓�" � `,,��' nJ L��-+ � �: is � C:'.v� - �:4°ll -"�'
PR(_j.iFrL l MnAron NtlalifF-
pi T-
JocuNny:
PD—ROGN�y SLOPE—:•rrryn 77
_- \i 1 �'4.1'EI.EI .`E
55]!iL�._...
'e
�� mac— r L� t�[�'�
J'i! CL.� Yea eh-dG CLJR lrf t'C
SOIL CROUP f< wfg- .1 Q:5
r16 �c&A tc 1'
iiiolieS = 5l9jJs- carr3c6on sdil i s t 1i
Calcwii used i'_-
C F f E L D E si IYJATE,
l I
i
Tyr � . �ti
.7•i �.JC. F C
t G!-
CE a it
c!iR
,� t BIC
� CO?� V`
t
URE
1 16
-EMIC- ..
DRIP
LRL,le-
(Pula
i
� �?';
� � �` _
� 'tea f��-
� �'�� � ) � Ca• ? 5
� � �
_
Al
LtFv°irl- Mc Rsifised- i�1f2Q f�
BACf-Lc6loreci alluvium
f i = cAl l cotorwc! Cahuysi&Ta
{tics � {�1s�ii=tc�io:�Ei s�{Sr�li��
3 Luna i eri,-i Acwpb�, cc mate in
o Rol"k!! g2gn Vrfts
' ?rf"tFJ L�.CJt�C'6 C f�yar— Hard ba+droai;
f11! �fily = G'BLTI�!iifC- lt�i}f�En-7PfrJJ- if zra(2 7 vlF ,.K

P!T= jL T:
�G'UNi -
i-50.RCEIM tL;DPG �f'� 7- Pr±'' l lc.
d�i�.!Iv o`Iv a;S'�_
Z'�' �� t SL �'�L1 RI 11''''S5 v.l� ij7^—,,, q. } q m y E
1`-^ S Ti`t...�,li% . bZ1..d _ Sel-�i �_ 3'��J'4 F� Slllh j
�:i���.�✓�.+.�sE�l ��o�l�l��i{ �.t�e,3n.'�-.,`i f�_;��^ i r> �u�d�
�IrE='�j i �d �Ll::r .��w :t��.' ��% � f(� i
OPOG® ,R gt (Rule:°"aeg)_
-rt
RAREtM�"("�iflf-ti"�iA� - fi� ' CQ- � � AfP. ,��1� CIR
ISF-Ago,gAL H1.i }: IN �`�� i�II� ��L2a _ igv 2}.
830[L CROUP r
SF,.PR0 FE GROUP (Ruts _19i5m: -A
d CLf'ich?-r..' r7ED
r r
Fr a-hea = as C'pe.GCiC6e�L?aE? OBE Giu��;
C rt EE D LF 31jVjJ'0'_ES
i E0R.1:70N
Ds PTA i
k v i ,.nx,
. U.1"L _ L:Ji.
Y C1 s t h , E" 7 U-TR ^
S _-t`UG 1-
Coln;°�S � i nts
cJ ..
Agar
d1 "'l.�qq
Wit
n
[ tli
i aHe
{
1 C�
UI
� �41�_ 19E�`j�
�w
Mulct t 0/3) .
S
;I i�rSG } S-ii..i1L
f
Crr7
-7-
7-F
Te-
F T
t nGi� w t�,fvfucotareci EEu� � T = Lori a T �r �tcCSnce Rate in�I~i E _ �aszc�i�� Dyer-- Plod bedrock
fc�i�Cr�fvle�ft�rdgferrscaEic!� E pffcra RETA,=R-WasTrYve[��{e1.�tNrW+l3er. �ercrn
[!iG�vt c,[ezc:ior��f��;sssEit ,-= ecft�agma, rfiG <<f?t"= pearcr�e:-

V 7 i F t; I1 e t rr f�� 1� vi1 S �t=�. sv
_ _ _
r �. i 33 ar
-:.
11_I _ {% Co. tLG AM, CIR
LE(. LEI'
SOIL G-KOUP is .'4�
5�"-�� OFF A iti 3�.� (R�ri _� �}: A,
SAi'RO MC-Rdurl' p-.uir---19 a): �;; .:
CLASSIFICATION [3 uls. 1243)- US
NO Z MI-15: { �- «wr e I, . S=.. % C —.. �e �C/ �
('. �te�7c3 omm- -`(NIt3]= .KIA P-9
* � pm�. • � �" `
in�fz�5=icrlcl3
;napes = spas carrao6on adil depth
inch = rwgulatedx si it eda'pih
(CiGIE�S = luculjta nralrs
iat5l dept near -at,
alcr�Iat-d �cr:
!
-
i�Tlol5 j
COLOR
i.TAR
-
Il�l a�4�
� �
►u 7, 1--,'il :z
,
AERCIP-:io,
COW4
• �i4{.11
iiLzlZ
Ic. I Ej `j5
�Ru)w,
Ir-,USA
Md?
LAI
f�I' tri- f>>c -Retsved. iof2Q t2 -
5!4GPL= Muliscb?arcd AIlutffum
llricri = frldczcalarvri callgrr &WF
Mice v MSvicdorsrl c-s- PTO R's
caff©rs par-cclur'mefcci perclay
P,i FiE, Hard beret!,

RESOURCE
:1
PP 1.IFf'i Mn A.f M
PIT _i
ILOT
�G iU!�iT'f: �'�`' a i�: , i ra%^
?GRC2MT4PPG (Rut-, -i�R�qu): It
_
(Rule _1047-1y. WLY.AjfF_�Mx Ex
©P©C .1.11g( hula _ 1g€;o}� n-
IRM71 P_JJo1_V=1-lop (cRfL _ i 4rf�z}_
F,AR .tl�TffA7M-,lkfAr_- jki- 'co- P,L AfC AJF%I, '.g
$QIL G i3 fE� if s . 3
�a OF(ui
j
a Ps
lit .jk t1 y Lk L.s1 79
5 S �� depth
iY7£' 7ES = alolpe Carrac*n *611 C,sia7ih
Mr-hu , lOtml CISPNO n5a6saj
aICuIr�ieCt iOC. .
- ---
<' F ELD E- i !lWATEE,13
LT
AR
t3"a
_�11Ci= �
DRIP
{
` UI
3�d1�
Llla = I `I
}9'I)_�_SOD
(1?[sFa
t ula
F(l
6 W?
15
1Ca�Sd��i
Mtk NO Revised 1012012 .
§ACPL= MuIncatored Wlluusum
RICO= fria coloran cuffav urc
me s = it Ea coilbred sapralits
DESCRIBED SY:
LiAP = LonQ i erm Ammptatma Raie in
ptfars pera� vi-coZ per day
�� � i�C�aIC �C�d�621�i liC
?L t a _ ? �eseadi'e favar— Hari 6�+�racFc
��E?{~ � �7i5LD `� �TiGbE%�Cftid iiw

A N Cl. I R-i E-- S- t, U R C ZEE M A Nrl A G EMI
- ii }`z�,�,�f. �s: __ _-..a � � �•e� _ e: r•. —i-�: .. i:5 •`: ibi Cam: _? r a?:: �= E%=1:..
PIT I 1
lI<QTa - -
IGOU T) : A j. 5, JDA3E t 1 i 31"2
AV -.�."
L•";.[�i75�"�PImPD�i�'ID�aI {�u��-,a��?I�}= � �
�;dQiw(gf (i11�IQ4}_iif YFa
�Sni�Dsw� {t'z>~i�.'I��):. �;-��`
t t�I3� I-Itip�C3� �I�Clfc" _'i�. `'v" .I �,' �'°`���!�
y-
F f �Litil l l�! r f AL 'CO- C !M Cf
SOIL GROUP Muff- .1655J:
ei-sFR.QLlTE GROUP f Rulo-19-5-5):
11�L�r: � r Sg� �vi�ty �d.•.7,r y ���ef��eri'�{�
� t✓` i s (_ L� _?A�'$%_ ps
.fd4r <"r. •
IR �1e5=iseti;h dept
s18aQ Gai,P-ogQr? 3611 de7,3—
ii chGzk = f egula ed S611 depth
fflatm= tumm1- @cl saoraire
111cheetots[ tlapth mer?ec
Calculated for:
Pr^ Al, l
- F3 LD FS i 4IWATES
{ loatzom
(i Uli~
Dam I
�ii�ch }
.qSDIS i
wi - ,e-
Do': oI;
SLr jr? %
? S E k ! i-:I..IC -
URE
141i�:1 vt} (RU)o
_ ml) --
DONS-i'S I �.'-'� r:z
-ENCE
-lgal)
i:f -AR
s F-P,0910
DRIP
(Rule
_1-goo)
-
� COW
(Illuie
_la5a�
1
IL
i
P--w��7
4c-25
l
tx
�
i
{
Miff DIC R3 sed 1012-012 -
C!iGpL= II,1dUc6lored Alluvium
f floc = relufifcgf®rl3d cogulsi6 rc
DESCRIBED Slr
Ir i = ? flnQ E Acce-AsrFcs Paie in
C Ifew Aerg,'r id E�1gL Erd f
G _=RIG'l,14 TQ9S:iy R13y-
din f = I<zsu�ic�ite� Iayur Hera ybedrock
R �J ii L� \mL°iOfe [�l[��.i •�iNC�El,1�rvL: �L�i4€;ii
=Stopped `b+ j �DCES c:aL'C:�ci:

Maw"
•tr•-.�:-. +- f F as n d a U. a l i � a rt t ow : x by y u ? E• ��r¢'.
PIT_
G4..K!r RAINICR;"&£ 61%, MIS _9941-1 S hFiix ^C -
J..-OlL
Da s
—fir
REST E ICTINE HOP. (Rufe _'1 9f 410 -5.-001!41
� ��r _ �—hr
RAREl- Uf3$T.t Er AL Co. AfG A'.�R UR
i T ��r
SEA§D �AL 14014 V A i a-P T - ( RIME _ l9.f.?2)_
U ,,rram� ` j r tt I
�301LCROUP
3 } RI OS" JVA7E:R Ti. ALF-- p.uia-ill,
eAPROUM C-ROUP Mule -1!3 8):
iG#AS'SIFICATfQN PS us
NQ ie p (. L. --mot- ., C-1" .`s € j � _�.� },c),,,.,�A
R CLAS-W� I.R- LQ_7;948). MIA F'S'
yy .j
t
fimhes = frerlofi teem
sl€ pe C-ormodon sdii depth
incises = rec�1�le t sill C lr;'iI�
itsG�i� •tsiics� ��py� I1�e��'C�
Calculated for: -
--
C Fl F—q D ES T IllhATER
IM-401.9: COLOR
L T
AR - -
i
' : � �� ��
a -z C!-
��Y!IGS C F
aI: I +
URE-
DRIP
f,qul`c'
V-1406
.rF� Joa .
"Rule-
t (RuIa
l
f
4
_
LRWL NO Rardle d-
5AGA= ilrluiiac-iorcd 4llut(lum
fifi c,= firla Wcolarza Calf6bit"(6o
[lice = Mulilcoffmari s2praf s
s Tom` csna T �r facwptaaace Rate in
w �llbw per a luffe- 6€�oL ?er clay
l_i = kaSeed & l yar— Hard bEdrOclz
iRr M,'-'=R eiC7j,vs biadC !'t
St ?r-Sti peed �Fy rocts'ecn, ai

--- €, a '-n .s ue a I u c 1 o- in b i _ —G zi 3`s
FCC) 1EGi MO- 1ls1) r«Aimi=-
i' S ,02W' Si LOPE—: �Siz!!v .°�P �rS��
��'�..?�� t��!���'�L��'i.�"!� �1��• t6 tl���G _ S�f�_��)_ ]'3�3�� ;���=±�_`• _-
=ii.El�Sr..a.�s�_� �►�e�i�i ►�l� �5�� 3tl�i�-, �=�•_��_
-SLR
�,'q. �B� I�.fr� a 3 i i��i�•r .�i 6 t3�_' "^:„� -' -
I,T—:9`1)�tg1� ; t,{�R �+� {•• p 7
f: t....:.x�AiIt�� JL LC.14 SEf"..1E5�
pdG AiC6
t E AL Ly �� w? }_ - 9 St
sa�lP VE�CS'L ��.L1�C-.-t�u3�_
s }-!''� a� 4,ii1� � �r:� ��•:�� (��1��. is��y_ - j '
iI3C7�Ga=13'c--Im�9 11CPLI
i}�L�tES=slope 3Cc�'G 7i ad* �sw7irl
11�G17 5 vagul= isC 013 F��[iili
M1,7( -,3 = C i3 ' �L Smoke ail
Calc!_ilatpe'i for:
ll�
AhOlg`�!
COLOR
(j [�'�7� N
l Y�l .'La�l _
S P�E q
�� i 3
���5 ����'_
llF%L t LUk.
�.? f..t� = � �,�z�'S�l� i-
f' ILFC! � € 3.�� t
S{ c(D)VI ST
[ � cJ�•-.' �
c �
C Y
L=R(1 �10
Sl t J
�
� C1RE
-5,mC-F
DRIP
lr 1� 0
� u.._
lu
3
I
�
jfji
}
f
�
`l4r
-
5.4c-P = Bilduco arad A�Etiui33re?
Mics= M!I VC61 rLr3 = rsjlLc
sr1r�.� -' = � lZT3G 1 Briea fiCC3�€r�'e7C� _•�:aLG 1R
�1(cfita pB�.iCii�.,.% icZCL _?�r{�r%r
DESC:RIBED'*r- C -IECKED i-Y-
PL E = },asr,!clUva layar— Ham badrack
?� d s2mi padbyrn� c ar�za:

m
F
Pi I I LOT,
I 65,Ta I
k%..'-LS _ e,4-j)-�--P-AIR
p-itv9tV 1 9-L0r: G �.fyI
E 0171—i
1ISOIL
ip-lR�x � �_UCTI Vi= i SCJpgo (rnwle _ art:, �t3_ �:n-Vic.
ri . - 0 ft n
5� t�iel� ill-1l r4 - f cLa f �' c a--1� c6
"' , = r- _ �fi i -
6-t3 - r 1G} , U 1:1 �� ! l % 4[R is _ 194"- )
lli ".3 -2-, L'J3j F- pula
�1 l y: �'�r. C��•_S c-e �je4����i � !�
RECL SSE=1C�i RULQ_14R4S0)_ MIA P
r ����►..
iti Fl�'5=%G�{f:i3 Ctc�}Li
pth
Calcufat-ed T'or: "
it= I t
-�. � e� .
� %� i 3!
N!G 3 ( -L _
S717
- t �.UG i-
i CG`i!GM- i � � nor
E-R,0 110
1 «'�
;�1�.r`.
S c j_
U7RE
+.-IN, C_t=
DRIP
i
_t9
-9gg3}
! =
177,
sA
F _RfLfi- ELO Rsts;ssd iPJ20 E 2 -
5-iG�" WlduM- Iorcd Muuhum
rVIC- GQl(uTr &ms
S�i�� � S�i�l'ezcaicsr�ri s=�rsir�
DZSCR{QED S
I ��? .- i t3riC� L G'1Fe'S fiCtw�drlC� i�BCG IR
gaffidnE Paz-.scu&m ooi per, day
C I FECKE-D 63'f:
Hard badrack

.» LAEr �.-... � ' � °'•. C � ^"'3 � Y_ MANG: E+ i1 r,•a E N T ./
—_--- L aind va$fkC.tfO°. bif arz kd RXp Q tS
Rt�.3f~1'T 1i1 A i i ru urpr - Av f •� y
JDAM
�' t��ii1'! T �ui.�"�. �`•�' �,�F.��� d`t a'��o 3 �i yG
�{6a1.s�4 Y 6ltd����i�4i�! .{���� �iS�G _`���"� ��s�8''� �'� !�1rfi �-rE• - -
1 AREkr WACTiMItTAL f�-L � +� C2�: AIC, JJV u � R
����-7014AL ��;QH IhW I t�.F`�r dL aLC- [Pit��E. i_Ck
SOIL CROUP (RUf _12,5z_
nir• 0 1 1�:T
NOTE,& ek/�L-tr,� � - {�tg�4� .,��—�� ti
i��i;���S€�a���t�r�r7��i;')r MIA
cell dated For: -
snb3��s = s}tea catreogon sail daps
---
!T!�13� � i'��•���t A �t� C����il�
�
— --- FIEF C—S z ssNIATTE-3 D-
Iru- 01
Rr_a)
i ilk', iLWiL
= Y
L• 4� Y L ��4�5
lt_�� 1 �^
�.��, �ps,+D.S ,`__
C wr�i fie LI 3 1LLSGJ L�..
j� {) ��'qj/ L^ A
��y•!�L L l:'.a1 '�u
E �,f��V E�
AC. �lYv--R,10,
T{S
l3I=
t ��Ir
DRIP
+sI-rj
�,
L.
LIVirz- NO RIrt iw
�EG1�= �,�utE�es�{ored fat{E��rira�
RICO W f IMIC-plarza Cattail u eac
Mics= E ulli ccYared smpmiftm
g2IrGna; Perw1waioot par clay
Hard bedrack
RLgN � aSt�iG�? [layer.,— Erad Mdror .

a 0U E Mu 33 E'er i s 4f
7. ! i• ni b L y 5 ;4.�y--
L S.=a
za
PM ILOT.r
i�����4���'.F�L�_°Lg',Q Ftfi€5iy.
fi�ec•�`fizrlti�aE��i�?Malle
RA 4,E �LV►)�[ iP '�. ! f..�t 2' INC L �5.^ -!_Yd�
�1: �]4ir' rfaCr}' � r Li i �{1F [- ��4 e.'i
SOIL CROUP fang t o3za-
/
TP,T OF + VAT �i � TA-Mz- tp _i��3-
Carrefagar, 3611 d—apth
cs)culated {or:
fllnj'!Qg= FPZJUL:'C-LCmill zLsAh
TO -rea-SUffi
-- — HELD
0P � COLOR,
UzDIT-11 _
k �'�. , �' CVsC i ' r- «`�. e EFL
c7 s filly �-
C coos- N i mua � Ae,,I jf !Ea � C+�y MV�
� 'fI�G
Ef) f�c
j{j {1Y yyyS�y v icy
E nil
Mule�� , Ft�
_ OEIIII t 0 .5-
RICK;
fa�tGf}s. = flt�ci}3�e?ilreel�4flL±Vs��ie3
CAM m i1 etrim-lo d GpF3[bi-
i. f F mg t sfIi: FSccapiamm Rafe M
galfaae Panscla i> Ecot par day
t = « , S'�L'CiETe^.tieai4r"tC
i+HECa Ito '.mod i.
?��f-- $ScFl�aft4cf V{;i Hard bedrock,
R[ NF,= Ro i0i've i3vdmpc n
by raelt

�..- ��-.. �_ •� � r.�-^ � �� �. •�, MIT
--�- �
J Y3 c-�-�r iJ T
�.. �'F' �^ ^:.JZ.. .. ..I •. wr '•r -v.�� Cn.�ri.�:C:. ... r . CSC _. ...`i-_.`^i..
P1 T: �l �QT� - -
GOUN .
La-AIDSG`ss-P
u °;SG.7 fC!
iE1
{�.: - IS--------------
SO IL C- OUP ra-gig _ s ¢ 5Y- �T�
t�� a;:A 3 s, T�:�3i�
s�-����rg►t ���.cf�r�a
Ta [���ff� _ s,��. se- us '
Imes-- ��.�vSGt'0pILL
FECLASSP-MgfRMLcl.79:0). MIA PS
"
ifi a Xi I� 3 d l
;n�hes=sl��[,G3[a��GiZCli35[33l�;3ai
sr;jyp�,p3�goth y
tobai depth pvar?ar-i
Calculated ;4r:
f
Evio a, COLOR, LM01
-
t fi f
f fr 's t
F►"�T� :s . Tfl r € } _ tr-? - z€€ - �€�f4 t. .. f�l
f` tea
(Rulan
fina1ic-p'
DRIP
�f : f ib ORU)o �Ruw- ( /a) . "riula
{ crt
_ I
a. '
,, �
t
'7 ~ l'
� 6�Q ? l
�
f "'I�/`� J +
� � 1► J �� �
f " l
`.--, _ �
7
� ? .. e l
� Y"�a �%
��
U Y [ �
MCA= MulffewarcdAltosI`;�
fv1co = fir, Ufacolarsa Gala vlikrz
5.riCa m M I I Iftc arcd - pT!Di Ls.
Fie = L aria Term? k icon Rate h,
gattQar perwivaraAm pardaf
E`6CiCfCTr7d6aa�r`iS
CHECKED
?�� [ = as ic�itec taysr— Herd bedrack
RUAB=P,,GscON&layer— MsMrrd giadallit

liff-CAND RESMURCEF MANAIOBERi ENT
GOWN-
aZ_
E®Ltvft. t!-gn,mu1a I-Qaa)_ A �-,7)
P EMTrLVIf�.!51UP :.L 'CO RE AIG MR. COR
��—�J-��°f3il�r�r�i���1�,��!ter? mu LE n42):
SOIL CROUP
AA
ECl_.ASSil°iCATION
CRUIS 1248). PS US '
•
.ii7:�Es=.s��{•2��s'3Ci�GCS#3�SL3i��;3ssa—
inch Y�iai depth �aeWciar?
C-alatifiged for:
--
•
- --- FIFE D C-5- is iliflA°1 ES, -
A L2,,ij.'
!� �' 1
7 7 -�
S � C Lev;" .
1
� � ,
� J�' S� �
' ,:i � . 'Z �
•=.a - '
3
��•�J�`apti0�1� 'f'.t�
i J am= t cang t em diurr--pidat m Reis M
g�frc-w foot Par day
CHEOVED
Flit{tgiive iaye l(i��dzf3�'SC: f3'u�et7f li
°SPA =s �cmt tJpl ad by .-Tcr3E

gt;
is = --fi '.- ,.-- I `r`' _ I J - i r 1 m1 �w6 ;!'Y i 11l
ti, L— .'c, �-• i:i `'�� C".r� i4= cf fE „!�`__..' }�. .. —�4a. w' (�... �
" LC?e2d _-U a -I u ciLtd„- �} •�, u .��la77'V.Y^'� -
PRO AEG E 140- ANIn fiildmi )V) Lf,—j
P! i - SLOT:
GNU 41iY_
6,=, Z
f 1
:•SF�t �4r%�..'1` jL.�.JI-'-Sfl.{IW aY( p{J'�H .- u" ����'.!J
's
i'� i�r�k��-S���i1';ir.V' },�i�;� _ 5��.1��i �: }���t v `� 5�-v e� Sc
t Co.D ��fG ��� l Cfi
E �n �;�€ L E kCi c �1L` '�= Fa t+,.�r
OF ►rT!�i.E (l�tija}�✓'�
SA,.PRt3I_ETE C-ROUlP Fujc- jq fB):
FCLASSIFIC sMON fRula us
sic;2e carmcdon Sell dizpts
eepth
EI1�aLLCi�] "= 1�Ei ir�r C� Smoke C-1��!.#i
Calcuiated for:
J
<— FIELD l- 7. ili jil { -P�R
HORVZON
DIE ! F1
7 { { 3. �s'' ? U E
1�i'iU CE�'JK; t cuir si ERCAploi
e
UIRE DRIP
l
E�
I
i i
t
fw-w GFiamcclared olifu4m
Mul-acoicrark sslamiks
T = Long ► rr� Acc cirancs Rate in
qlfcns par a lease flat -par dal
E;- _ �dClCSec�Slsii2s"ie5
R i-mlayar— Hard 6=rfrac€�
RLtf �aS iC�a�rG- [aj+�; WeEaterad bBeCor_c
ST?F stint paa by E snap-sai

t�� !`"`�.-�-J j :.� r 7a ej W 4� (l•^: `� ii '� , it .� � �r.: � � .; •5 � n C =_ -='. -•, �a ? i' `�EE
"_y� i%o sL ;tvL E. t s :
t� G�11=GE I�t(�_ Itll tdt �trt= /UIJ ...�
L`'�P�i=i1� au•'�`�r�-tomg.�Zi�."-, a`Fw� fs]o � �
�6ai.5�1X 1t1i�E�.FiLtv��! ��� 4a�ii�:o _�_��•��):_ �+!3Yr �v �' �i'ui x � .
L.eADSC'APG POSI R IOM f :luja • ©Lw)--
TQP©CRA1 li F 2J''5s�!1�_ �i_ .��_�d� '•viP3�'=�!-C�
���� � Tiff-..�1� i =�ii ��L�? r�i Clt� . i �Fi ri - � 1�e1 �P n �lp
RAl,,KvlliirliPS= !"i _ trLf i r2711 �f�:l�`i f`!E�
-.�
��iunJV.ftS.�L f•���1-i llUr i';f�
SOIL Ci-',O III ia�€�fe . 4 a
siw i l �` (i �t� _ i n }: d.� 1-, ••
in 7I�ies� u r4i d ig
i}i flES = Si�;ac- Car acgorz 3dil da—p
in ilt� = miculsipL Shill dsp-t E
- finches tYiat tep�h nsweei
Calculated gar_
< FFELD°-
tit��E•1���5
�3=a+'a-$
Via,-j�;�:
� iLf�J li�� � .;�•_'"...rs�-.�
I ��l�����-���i1k��fC"'�
�?.{ �1F' �}(�`� l��j�^s. �
u�i Ir
- i�1CL DRID
t
f i llic
YSaEi )
jj
' �E
� ule (6r"} it�it�rta t (�u1G
LPIWI- Die Rsload 101.20 12 -
5-qcr`L = MUllfl.- ?ared AEL4ilSF'm
r6lCrj = fil U151C+3IOME? CQIri~flj�WE
6,ics= ISAWWC61asesl sspss4fts
-ijAR = Long i are? Acca,t-aaca Rate m
R = = Rar,,fE 5'agmar-ftv
O SCaRUni Syl CZ iFCi�to 3Y:
Rlu-a = r-,etd &fc IMyar- Hard badr cck
R ems = ze L cilys [ayar .-,VcEM2red � Te —"K

• ,Lj ��F��~• `�-•'.� � � h--.�� a i�S— �:�� a i^ SF{��i � �E'� ;��`�1E�����_
4'F F _ : i -=% 1 ![�.'u E� c'�- �. w :✓ �"`"'U� • = `ems - (� r3�['':.. "�:- ¢ r .:. �: � ;9 . ay�u,:,-n i� T ,...�. :.`
\ t i- •• h '^,,: [a + da vS S 0.n :ems tLi C�.i Y av: '6.' 'L C ° o �� r, 1.r.) a- - w la 1 : I Y'w N
.. .
P-ROS-MT i TO- Asti°
JDAME
r?E,P,s-
u,
ISOILDioM73-1 fimllP ; i );• ��
�s �[st-r�n�'4f'i`t: �E3�_ie'ii%i��:`1
dSnT `s 11'?CraeowyC[lJ`3:
y="'+
RARE01- IWA f �[A CCU
CIR
-SO[L CROUP
iz-mom
SAFRO? €TE r ilPc- off Sr.
f P�� #©s C e:�� _`E �r? us
r
dot
5�=icei.���1=
it7M7f2�S = S]E7� .SL3q�i� Gswy3��� �
— --
gB,,,��r�'3it�CwILE�T43
e OPUMM
ua7f6
y ,ti c _ ►
_ > �s z��
� i�► t C."PA € AL . r
. " 941)
Fu
(Awde
fRnG�.v (i,3�rft�Ert�aarc�P��i[Pl����
NA m E i�fl!l��tCsS s �'+g��s6bt�
CHE- r13� SY.
Rl IX,v�,:CS it'iiig faya —if c-502rad iDOror .
SERF s2atoedGyva*esrl rari:w

'1� ii �=t; el`v ` i�'`'ti ,r
u Q z:"-:.. �:�:: _ a lam.- %.:.. - �.�. �
i'SfeEiIVL.LJYii�!I.LF aA
ISOiL DSP1
C! �Q� �.n�S €-1� ���€�_ 'i�-�{�}_ £��'!►�a°r,z
�� ;��� t�x��.i� € i��"i.�f�i�! �'�i1i� _ is;;,.�)= �&'� t' .r.,..a ;� 3[.�
{� r�- Tyr .(� (� �-� (t� (('�- r� (� t{�
] J�I EE9 iUll`t lam? 4`'..iJ''.:.� 4i C "S `'� f-JC A R ....UR-
Ci�LI7JT-P
OF 4VA T SR ?A@LG puia_jp42):
ps US
;Inc3!Z s s a1ppe-- C-Or 3GFaT? 3631 %?7S
1i3(] = 1"G?11= else S131i
7
"•� •• .�"'"�-'- j -SI�7L�L,fi fiClttio�- ��il�]bl Lda'i3'6��_
t € KLY GM
DEFT1
1(}n E�-
iETCj i € % � 1J `�
� ' �l €!; i-
� C�!�? l C., rF
A s n }' ► ln?�,�d
f
UFE
-BNCiE
DRI,
AA--------------
t
-
MCA= €AU19caiarccl hdluumm
rE`lCrj = ca[tul&tm
[!Bice = €tist+Ct�cciot�r3 s�isrs€iLa
my -AR = Long i ern i Aci,_smes7lcs Rats in
VJf'CR5 parCiCC:as_ E33C V?8rd"y
C iECt,+-D SY
i LFS = pasuxiedua Caviar-- Hard bedrock
RUNS = ,casic67yc €alfar--%�!�_:�� vd OyerOcn

1'1 ..•4 th".' y,', f aS .`.� 1Y "w1 sw L. 4. C .'ter
..•. S� _ }- �!.°'.
�" 1� fa
-
a
FRO JEC i MO- AND NPaMr A l b-1
PIT:
PSMSM i S-L JPS ARuic- 4 ate; ` ; ~�0
CLAY MR9MA(-QGy, {ftulp_ _124?-'1): NVA in E.
ISOIL Df--J—, i—
� ( • s•��'�n7
]MAGHOM704HY G-RuIP Z�f%� 'C IS
Pic CIR
GrJ���! f
SOIL CROUP ��.�(� .'f ���: `
90i �
�rL)��_
?Ai
t
1-1 P'
SARRc3M7- GROUP (Rule--j!3ff6): /�'�
[
ECL��SII=fC��'i©t� fR�i� _ � ��g}: US
1 O Ew
liSG1iE5=1Gi�G13 di3L�
;nahEs _ cc�rracesan s�+ii depth
ln6ngS = fWU19M6 Si311 dq:fth
frig'cg ffe iui =all2Czr{fti a'i
izchw total dC piri n-sar�Qcf
Calculat-ed for:
J PJjoj, i
f Cam- -OR L i
AR
{ lopllfc)N
DEFT 1
Eiiir"O i i IDI .
VQTf Lam: T E),.? , -- i - I =i{ff,!^ j caimsl.71- C.L f .riER i9310
COMV
URE -4-5NI E DRIP
Pulp (pwla "Rule
t (Rude
241)
r�.s
r si c,
R
Ian e c. �!,"
RQ'L M
e,-
,
.M
L.Rf►� fttC ����,..d -4�I2d�� -
MC;A= Mulffed-arad -Atfut iLnn
fisi�� = f�'uFc�c+�f®r�;� call►��-ie�E
[uiC S v ME1%tcoffO5Gd SapssibLS
L.TA = Long Ti Actr-im-om laic in
pub pacsca� a E-bui: per day
s F=Raft-piagnf2rifts
Reaffo€dire lay,r— Hard 6adi-Ock
RLlfifes ©edmiln
SSRF stnt pad by rmisf1m9r"7a

LAND
&f- �;— Si ismC'{ U RX M n Afir-- =r-J M E7-_NM
- L and,SEE'Tas:rr_f fon b if Zia-d Es at s ' .
N
DATE.
v�g 5TX EX
-i�!1�+�'✓�;i,�•�,.f"���oR9�'������Z�e,�-�:�:7�� S '�
�.��dF..�i%3lsi�LeLt��.Sd;t3D: �1.. � �..
R{ STRu-livsal"vp,f�t�6\:
A _ 'Co' t SIC
q�SQirL41 r Y4,��i��
�#�°! �% Cl1 /� ` S � c L 4••t E„�•.'F f �" e i � �i & + C e.c `t � + .✓
�'s��c�.SF�� ��t3t� -��&$ ft�#s$ �'
°huh iai L rev��?��?
Calet3�ed +Qc
tt �:
`t
k�1Ey'ati
i�} �t��Y
€ z�i1 i
�a"r�'1i t t GUY [.s�t�.plrN?E0�
COMIf�.
tSi'
� '[' � DRIP
{{��SS tt
T'
��•v9SS
1
i
RGA_,3€rtE�rs€�rcei_tifi�srvt
�sr = �i3Gtf [t�t7�aw-sieC
CHECKED fftl_
RU 3 = rtas?clot a� layer— Hard baftc;k
RLyUS=gafflalyr,faysr.._WaMertiadNdrZ•a,x
8Z_F, F=SMR pj:a6 �;y10 esv sEt �!i3=_ Ei:

• ; fry f-. � � �t� a � Y � -' � (AA
�_ �� �. tt�� 2 :! � ��l ff �� n� f �E' Cit �' � - 17 �
•7 IF•"'_�%r-_L ^rA C % rJ �•��..'11C�G V+E� FS rJ1�C Y��'�:
\'L �•'`'� ti.%�e` F•. an d Ev a E u ca,.10it
� ��� �� � ^ �wC� � F . .. _? _ . � .. •'- � ..o-•e � o-: �i..�:=:.: _, � . is Cti :•.9-..:.::.� �.':.'.`'
6a4 !(eti"s�MEMIkF-c+ey S3ita_`� '� :_ 3$,=� Sa AV!X Sl ....�
�r's.�!l�v��`.•�-Ls•� l�i�e�`�f�li� �'��3,•r-; ?�z1'�jj_ � '7 •.
-s:;
�.�`.+F�t"� }�`��� �L e13�v .�v �a"3�: � �.. Cs
f ��P��":�T� iir`'f�f: f�_•S_itabE':iE
S1 3S$0E NEC
€'I' RBILri-KIATUIUA[.. AL 'CO. R-5, AIC Iyf-z
SOIL C-PROUD MG .`493"�-
� E% �li�r���# �- 1 ,_ t ` E [ i�#E.Ea" }; S-G
iS3iP5 iii"+�'S9 di~}7�
sY16nss = PIPZJUle ze& adl divih
ff-I miu�tmd m+pTt5 LS
T"Ohm, total dapt rlsat7GC
Calculated for:
1
-•- -' --�tu
—._
RED, ST I NUMES - 1 A
Mf g ± COLZML� O �.
U � iR
%�ilG
F,, iGR
ITI ,1r#� 11fM- E }M
� ez. pl P
E RUC l--
coAll
'Rule
Ru[dd
U7 3 ILI,;, r
ty
LL
j
r !
flit A= 8UffCo?aradMw smin s i,;R Lana Tarn Auce-,�tcs Pain lit p��
f�rdE? = f ufsaegfae.= att � i. sc o#fane �iE rsclluarea Etla� Erd L�lid ,� �i45E~i : UG [abet' -sl srd e�uc� Q'vCC ri£
afCS=€ ulftcolsfed e°�+ sfilC-=E�i�f;I6� ae+Kalsy"m 8 IF=Sti ppa f by:GCsS� 47
DERISC' ISM BY: /yCf C% EMED a `. 4s A

f
M E Sai 0 U R C EF M A N A, G� E EE M T
`.� :y wf �•. ..---•-.. .. � �t-v`.. i. �i .—_ - + . .. n ..tee: S,-c ��i...
RR0 JET
1071.
PORES l if L t. ;Ma1 o2LQ a
L-�i�SG�4,�� �i���-1�7i� ����f�-, if��f�=
®§� � 3r AY :��Ct� - �u •� . � ':fiGi�.
0iR? WNtit1��3`1=.1.YY. A&S71fJY
yS�samarav
���e� ��� � {c ��i� . � a a): r�" �-• ��
F"S' ST IO—I F i' i-JO LMON (pollee .184-C4. '�•r �fl
PALREM_1 {f l EJ AL ' CO- . Af•G Af ' CIR
301 CROUP ( 3 =
-C'SA- IA. L IL lC14IMTcap a�f - . ia=� .'I
€�FSJf�� 3 R �.S►P (�,€rt�_���}:
'SAF .Of_ ROf?r LUjz_: 1a�.5k iCf_
l!7Mi�
�If°§ + ©N (e€L.sp48): f
l4iLe ! t Ln
s�is��1�iS• -- "ED mvis rY�43). f fm F-S
3�S i 'a iT�i? 3 CI L? --
{n Y3 5 = MPLtad S61f depth �
tfl�f3�—�'LI Ei����f''e FdevC!C��!
0-alouldad for:
•
{ 1 45v�1 3 S rQLo-R 'F _
1 fO :'L?..01MI
DEM 3
I YO* e 1 .3
C :..�5. - E11�+.'�'.
+ S :`'zf3E.a! ^+
Cr:id�: dGk G :•.t"a
S"t ,S!C'
CON,
DRIP
(Rui&
rmahm)
Pulp
l
h- lei
-�U Nt c.�
�vy2✓<Il
A c
, L, A)c
LxrL NO _R �dsd 1012012
MCA= w3AR = Long Temn AcoWmt ca € sio r�
rwoo=rtmapacgfcrecicagLy,!st, ifawperagawc; atpar clay
[y " rs illiQt'eiCt3Twer m-prfks c = �CGSCiEr�asiiy�i SWF = smt pad byrods Is czart-
CHECKED,

t €fit c, n MAM- 3; "ot ,sky
�pp '�j rJ 'j�� � q +pe. L.`�V tir e�la lys.
\ ... J f • • Z� 11^-�, �` a S L d PLC. a i xti a t ! 0- � �� .acs y� }• � �6.i=.f � �� 1. r� �� -�
PRO JE C T NO. Am
lCOU ET": fIl .DA
U . s .pee,
;}"SE'`!i} "-3�' �+
L= LIEa.�21L,
h£ r
a- is a�3`� {f=Y
�-.34Sr L � acr' �lilv"nE �': a d
SOIL C-RouE-", fRufs. FE155:
.
Calcuieed for:
iCr�3iES = S}��� ��E wG�I�IJy S73i� f�ws3iti
inches ruL;Ztae� zoN claph
r--I- a 63ft
daft 3 near-
0RF-10
e € �'i �'4lr� e WlC� f-, $ iRE I S 3 ?z §�!
� lR .. `0�
[ =.d 4r L
T v
MA
�►(`� R PIC
3'i�.�syl7s4�-�gTCa4sr
q� �`o�i? z
f tluEG
C ahep. y U . ��
e�F
Ga .
DRIP
I
Ag
f
r i
j
Lid[,- Me-Rordt6"'�.{.'< 1012012 -
�n��Ka �EIIf3�{3?�ilCd �[LF�e'r13
fwor, i�'difacafor-ad couaFr & in
ga[ra€ia; Parr inza fcai par [day Rujup, ,ascirjxirG- [ayar-.-i€Vertberad badragrz
6 13 QiC stciQrzas nk,: 'SEMS"=ftp;s t pj no vier dCil7 =M-
CHECKEQ 2-1 IV.

c=i� r•Ca0 U -'s"'.eMe°`
E S i i �'u !:� f f C, 0- ° t- � ]a'.,'.4. �' "- "a DVS a � S
en < w S.i.. .
r �: �r � . - a. .- - ... _ �` �y-r. d � • . 'ems...• .. : r . a C: -r r _ r ...-. a •..
P.RnAMIX iMI OMIT) roi aalo- P J
1
�� (('•q� `y gg ����qq j{�� @@ y�,
__
� f5 rry �'yy� (ice �..._._._.] A y � —zx —
- —
•€#fw�
To `�F•%im'- 4 E�f �C _°EwS�.,5tli�ik'�:
•��}(`
35g1`L-siQ2c� L .�.1fz
�Y���:
e�.� ` � F ///)��� ,t`
{ / ,p�-,�i_ ny� Fr j}}}i���1r {�1�.p/.�$ {(�, {[.^�L1 q7I 'Pic;
J �r _1 4VI�Li:r: `LW Imo. d rr 4/4F C"�" JaG� 'Cu r ..R
r��!! p� { [ryy,,,,
!ram �/(�� (/��.IIC` py /(��i� C{ 1 1 :t�
1 !{
i-1-- �gLdVt•L r3iV e JV;gl yc-F~r. 11-, rLL L, Ltijc.i
OF WA Tam: TAA-La tpua
ga us
• � Ii3G�l�3 � �1�. �i���3 f���JEf?T - - �''���Li�r�L.=:� iOt
�nChas _ mgUla ed Sri] z3epih 3
v�'Li�i�.�
l..�'iAR-1�h,�'y
({ ('t r['y{'
l 10 :'f GI M
q
DaTa !
�� �'?�
Lll!S y� �`4T.i:.
5 , i 1 _
VY- i L(� 1 � <.`.. �� �3�1�i` il�S} �--
i �R.� J1 iL ,r
[ �� % tc'.'af'v f S'C S}ii�. y!`c'Erc.J
4+'i-f�� 4
c=(Sa4
(RuiG
�u1a _ !��`�� � ��
�{?n��rc� (G�� . "Rula
I (Rules
i�fif- 4f� ?��rss,,.� -i�►l���� -
it -CAL = i3f3l1?}3iJ�?CiP� _ (LFis�?ie3
MCC friar- cgfaredcagavilka
MI S m MfilLEc`d,05ciil / fF�Fbz
i i'-�• � z;g L Ong i Sifx: Aam—gi mess Rate i,
g'a{fena geraqueea EcTCt pert#ay
cliz =, y. 01(
I-eyerr- Hard bedrock
RdrrMB=Raffu i'veIayel -WEEMEred f z0kP'.

L LT= L�.. N D R E S U RC AN A1r .fit • 1 N L
S?. .. ?.�. .. .. � t.,i�...:°.. . [:'�i.w�C:.
P1 is IT
of i s N�e�,s�._ �`�'s 31)l0�
_
C-LNf MUMME -r oG ` �+�fa-�r
AM�_,f._-
��s`�JL:e 2'."�t ti rEl �f 11�.��w���•�°
iR.ESTR,OTI a.,a:CJ�f�i�%�L
PIARt-M T fff t RIAL A CQ- MC AUR GEC
����E3,���L �-��C�� �F�-� � ��� ��� ��c t� . c ��-��• ��� �
c�1i-fe �i�? [ � ff� lG 3 ► i_ , ,r ICLAGGIFICA
flax, Mluls »i24'u Ps us
ps
.... �
•
3iS 3 � =1 �f3 tfC
Celoulated ;or
;Ytbi2�5 = sl�,ae G�[a�...GiiJ?"3 sail �y3�3i
vaoralga darg-€
-
ill aG l ea% deia?h r isec'76
< -- — - - FiFf 7 = i t€IfI13
34.ialer C. OLO-R
(RU12
IS4c' i
° L4 `
gURC- -Eigc.F DRIP
e. Li�6 NO . {Fit�'f�
t99.Lr��
i) `194; ANG
'��idlE
ia��}
�
F
/G`r123).
A
5
.a._
�e-L �I�Sr?'�`
��
�j,�
i3'd�
pi?t€Ig o=e3rcci_ tiuIu
frififil-c-cicrza camuis &wK
11A =LoncetemApin:mBater,t
rapJ5rj-jL
CHECKED -2. .
RUM = Reece Mka f-uer-- KP-rd € edrock
Rf.TllfB=gos�'i ti-va(Eyer -I.ii{ EUMrvd!Mdr7r�

I A N Ell i I RR E S-, U R IEF M A A G E-l" m A
a
------ ILOTil
JDA 'a 3
:
_
Ls? A"; ftr"s??���''3 �: Iva
i.ND5CAP5 A%3W TIOM L40-t.
2OMMORARfti'R'.ufa-Gfa.mj_
b i 4.EiL�iUl�.i PP rS"tJ— L_a e} PUG l�Fik
��..�c� 3& v,
�ScE; 7�JtUAL r1 Se�1"� IJV," ' Ep �L'cLts f—
jS
j�l� i �.Fy.'_' if�,c-i'.i.!;�`�2#=lf�•3�]
l�l�x�a 7+�.u.b:- &f!A f3�
OS3
sail depth
it? 7t 3 Lee, sell 6�a
3i=iagr Cxn, q2ti.
--y
t il�J! :'tom E'
'1 C' a i
:•U�h' } ``Y.�v ; :U:V e j � y�i 1f n t Z�: � EE.t
P L,+e%Nk"o
F URE w i41 L:. DRIP
ruIa
t:a
t[j €�i _[� i} 4 � % m qs m) if�c�'f;r
(ut�
.16 L
9 AU-1
f
L/
f
j
jj
mire We Red, sed Iallza t2
MGA,= pfir oolwac; Mulrh+n, � iJ�� r Ong t �rrzs �tci��zc� naie rt
MC-C= frladc-clamd i<digansi€il'Ei panda
F

Ml 91.9 S=5� 0 UqJld R C E M A
L ind E.vr-Ag=FCtfo^e by Ls*-.ti;^`.-. E-x13 'tr. .
Ahin Riallo=-
t�.�G��63fC
.`�_��'f � ��s�e=� a`,'a MN
.io64if
Ar
-�i�C&�iC�
-
usCt
-Sir
dap 7
• SY�.*.�`ir5 = to a E�r� r� =r WE des th
Icu�� d icir;
uCool�a,rCoLoil
.t0
MO ZON
Ua�61R
ems
{ til.
N{ t sO3
(37C
ce9rE DRUP
e
�r�4Eitc
Yic'
1199Cr ++A{cl=`` �
�1�_ i�K+l� �
�
iLs� i s "Rules
�
t/ Lt1E5
• i
_ UDI)
1
t
�1>
----
�.nGl�= t�arlt�eo€OrcEf �aTi��r�+t�
f�l��=f�'uT:zc�f�Ev� rg[fiEFri_�i,E
�.��� � �UiLfftZ�i5IL;6CLf ���Sr�iEL�
0-2-00P SED BY:
:smM=€and ierrFtmori mRatefEt
ollona penscluWA- pact parvlr^ay
RF
CHECKED BOY:
RUM = Rasiff lo&layar— Karl 65drOci,
P�&Ciw-Filr- €aver-iNC-siWrad biaumpc

LAND RESOURCE MANAGEMENT
Land Evaluation by Land Experts
PIT: 2
LOT:
COUNTY: -cj o_
DATE: 2-;0 3
PERCENT SLOPE Rule .1940 :
CLAY MINERALOGY (Rule .1941): NIA SE MX EX
LANDSCAPE POSITION Rule .1940 : 5 S
SOIL DEPTH Rule .1943 : /"�wSAP
TOPOGRAPHY Rule .1940 : farm
RESTRICTIVE HORIZON Rule .1944 : ;2 7
PARENT MATERIAL: AL CO RE A/C AIR /R
SEASONAL HIGH WATER TABLE (Rule��.1942):?%
SOIL GROUP Rule .1955 : '3
TYPE OF WATER TABLE Rule .1942 : r.�� �-
SAPROLITE GROUP Rule .1956): 'j
CLASSIFICATION Rule .1948 : PS US
NOTES:
RECLASSIFIED Rule .1948 : N/A PS
inches = trench depth
inches = slope correction soil depth
inches = regulated soil depth
+ inches = regulated sa rolite depth
Calculated for:
inches total depth needed
d FIELD ESTIMATES No
HORIZON
(Rule
.1939).1941)
DEPTH
(inches)
MOIST
MATRIX
COLOR
MOTTLES
TEXTURE STRUCT-
URE
(Rule.1941) (Rule
CONSIST
-ENCE
(Rule
.1941
CLAY
N
LTAR
AEROBIC
DRIP
(Rule
.1969
CONY.
(Rule
.1955
!
- �'
0,6 461E
*7-7-1-11
'7
/VLrALI
C L,
),MtA,�
f
v
LRM- NC Revised 10/2012
MCA = Multicolored Alluvium
MCC = Multicolored col€uvium
MCS = Multicolored saprolite
LTAR = Long Term Acceptance Rate in
gallons per square foot per day
RF = Rock fragments
DESCRIBED BY: CHECKED BY:
RLHB = Restrictive layer — Hard bedrock
RLWB = Restrictive layer — Weathered bedrock
SBRF = Stopped by rock fragments

DI PRE'S' URCIEF MAI�--,ZAGM-r� "EENIT
PR.0A=-ryi hin_ AN ) iii�l�i�t ��I �••�� .
JDA'Ta.
r`�'I�S✓�s..'i1� 3 �w�.�"�. �'s..s ��F$3� o��sr�.�..:�,>< � ! ��
��.-f�.f �llS?���v'i?,.�r�s`�:P s�a6.d�G $d�:� . �� 5�lt i ��i.
l�-�''.�i���r`•`-s:.����6;fT�©Si?€3;Z3��-'i�,?y'��,^ s� ""
^�_�����_
i��f�}�t'aS'!ti?{[�Li{�.�4wc��"• ��', '
FZ©i�, fp,Lile _jw4.
PIA6RE 4 Erb: CQ- RE MG P--J M
JCz—b-A,90M L I-404
if3 i�� it r� � Ct zl f
Inches ::m- slope eormagan zdil dw
kninhas = mgul= � e, Sri] 401:ih
TviU��6 ra`L`+OTOIL ilSr.iiIl
C-siculaked for: '
Fi.�z€ pm?CAL OR
r`
( t�l
CIal:
! s C-
Id
� l l�
��rrt� (5�
DRIP
"Rules (�UIr
�1�: i4 I�
.
—
?s
}
T 1
�
�st,I1t
� � �
��• ��
rff,
•?
�,
LL.A
i
LRMc Ryas—1 d 1012012 -
MCA Mulffcobred Alluirad ,
fvlC-0 W HJURIC- 3forad caga@r &ra
trice=fAfil' cc arcd �sprolpm
wF Lung ism-3 Aumppfmc ce Rats h,
gaffons persCaamela t perclay
�'s�=•"_�'CsCI� r7cla�is�sisL
r i is BY,
RUS= Re&'sTlC`ks layar-- Hard birdrOc;k
!•iL�lt{�,� �iG�S�'i�'°_�4fi� f3��F��IS��a�'JL���� AvG�i�r�
by naelc a c t s aft

t=>�ti.�iw(? i Ai€� ? lliii s'si M��{%•
] :
jC-ouml S:
1p
_l_a M
L hh
Pl,VZEkfT tt3f '� 1�� f' f C,�' .}=' AUfr• JS
�
wf-1?�7�1V: � i'?,�G�� `1 L�'h'E `�S},r. i �Jr e— �r �LE� 042
` "
Wr MOP
1
ISAFROOrNaROUP MUG A
PSI- US
;j3 CICf]
caiculemed for:
.alms t-oCeeGgar Sag, C3w��i
�12�9Li'�'9 "' �b5��f�}.t-`.a�i'� G�iLS�FL� t1'� �!S� t
.•.....�....�'
ds!21 n eVi<?sL
FEED ES � ?[II ATEEL �
1�.::Lrw3SiL.SJ
M(rtC-70H
DEPTH
ft �X1s
-'L"Jic l
%ili is z CC- '-:t_ .s t�;..�'OANO
C, hnf
is
�C-mc,:-: DRIP
EilG
t ���
as
(P'wa
©�•�'�
1��� fiJ
t
I
S
LRVZ-!�!G ytfs 1€1f �3 t
MCA = tG��f��afarcc�_�ftu�r��
Iv��� ®ft��ilf{�t�ltsi'�•E� ��fsg�4z��
pfrom
cIi?C7499. M. s Tj
-OSOMBED 3 -. ClHEMED 12Bw:
Hard WrOck
if.�ll �r�Gu"CiC6i3G-fapui'—
dad ra e, c I�wamE:-:

e e EiA 1 '.�- � � 1
URCEff
PRwr--C.i i%its P. m Al V���••�
Yo.g
i _ �g ;+
%MOSCAP5 Pf3S`t'f OM jPub* . e 91:90J S
ISM DE17-1-3-I
p A.4 i5F LNL A:_ 'Co. RE AIG Ai y CfR
L;clJft--
SOIL CROUP Mufs 185Q:
�try�1=�l��� ���3�f�z€►f�_���}_ �°.���
CLASSIFICA Tay t; erc� _ ��s�: PS, us -
NOTES: �I����YSSL
7ED R -?94., rc114 ps
ii3 � ri n��S3 dapth
rFi� a^ = -1*82 , G0Mz Gil vl 5Ldi3 Csega
YUi=`mel srstJ depth �
hchw io'Lai depth nuaC?8d
calcr feed for: - -
FIELD C— a: a_JIMM— F;
OR
:: n
A'R -
f-tORF-r all,
oa7rii
_CO
vi "' 'U.0 7151 n2s T �... � � z-
� l� i��f f E � � E
URE
pl
f
DRIP
�Wp
�(Ru — "Rules
(q r
lb
3
10
Pais �z RLf-M iayar-- Hard 6Edreck
f lc-c, HJ RficaIcras cafftr"vlfsts`t
MOEm �(�F�I� c8 �5 r P�34% %�= =Accc. tf!a }rnsrei� �f��i*' =����g �y m c 9n, =r am:

1w A R E S- 0 U R C E M A E M E2 T
ma`s. a3iS- '_ .v=�:�_ .:•� _$c°' .":z.�:t:..� � c'c--: sa`�_....... �...
i
a�fl.i�t':z 's�i€� �Rii� riaairt=- /���bt-.•� .
P mN, —,
-
L�=Lt�i�SG =`��� A%3�iTf®i� ��3a1,� =� �?r�'= �✓ s '"
�^��8� I:o��d �'Ltt� .'d6, a): y;%
RAR,Ek� l�lr�l z�� � Co• IRE AfG IU
SOIL CROUP (Rufs-Ag
���401MAL r?l0-14 `M f E.`�'� 4�i�,Kixt ?
mgz-
1\10TEl;:.-
IfIC iG3 � Tf i���i C� �JL
i}7 2�5= SZ aG {.--4 Mi Gg n 3611 da;33
depil zlrSc?ed
ciala°LIked for
< — FEW C�T•IMATEES
�' C�EMO11
X-P
IX-PA
z(q�(,s���{ .
{ ��e}. (yY��`y,�
K0- :i rSMN
t _
Da Q6�
.j, �{ (?COPS
� e a+�c��� ,may. [ �I__
Li�.lsg- 64l � GV:.�.r�r�L�.+�� � :rL..°�r : iS5CLUCL-1c
� _ tM-�
sms-L ti��u€
��y+./,��e}
��-K'cf C�a�I
V✓b'L'14
' li41
DRIP
L Li_F�
lie
G ,f�
y2 G0
-
MCA= ofluiffColorcrl Alluesun,
Mice Mulill rslon-d--spFuliis
ii©€1 i �i r ClCii £ E�lii pardaf
CHECIr �-O ado -
P.L 3 = fl$saic,•ius layar— € and Wrack

=1 4' v' Li J SS U , LL -tip l• M L.r."..
L q. i n d _a I c 1 o n �= � .�, S.,S is i� u 1 v �.1 x� LS
1�
..-
PGRCGM T SLOPE—: ��"s?�� .`i Q� {��o � � ° J '�� ��
LAY t'VRI M FLOG'," {s�4i3�c _ I �'� " ): Hs`3�-'�,
L�'�(di35G'l3 l�t�� t�s (R-91,S _- gALI}: 55
u�i DUP7s-f
T OPOC a �°.'�.f HY, (Rule�
PARQV T WATIB.VU- AL GO,- %'0 PJG 'CUR CfR
-SO[L CROUP Mfg
L048j: p S US
MIA PS
?nerves = I'Giion CIF-PLl Calcuked for: -
Ft7^hEs=S)€J{� Gera �tr 1!? adil C+w;:6f
iegul=taft sdi) der
- ?Ilch
l'7
mlovr
col -OR
%l l ��#DEPTH
?i i :ii
k- !� �' i �r� t �� t'
1� F-
f CMM'Qi E d CU
s�.0a0R10
.
URE
�r �� �
DRIP l
C C` '�`
� d' ��
I � l W �^
�•v �'`tti"��
�� ,&rJ� �
r+r
C �
�
--
�
i
l
5-6cf-i = �1L1I PCs?f]rGd lYat�i
fbeicc=ftltufii�gft�ri. �Q[i �r? ttE
(ii6ce u f t+i�ictsia* ri s='. F�ffic
F jam? = t3i1Q f �IYis fiC�: �i3T1C l�r�LGIt t
pffeFi6
4i =RWDEt icagl—lI2�JIS
cli iEG4oE-fJ 2`f:
!iLl_ �'CG�.SUZCaLTif6 layar "' Mead b df ack
S7 F: Stopped y roc: w:%gmai

-r
PIT.- 3 1_0T
1 ! 131 j
PGRCGINSLOPE;
(M,, f RufS .lqo)_ pue,
' C) . —
1': E: tL I iA S-UA: AL 'CO- �LRCJ--.AIC f-5JR Cfi
OF iffA 3 �i3
a,---,F r.G31_n-Ec-Ro Rug-1odr3 •.
ClrAsmF:lC 'iQ�► f �!! _fn s}: , €fS
REEL t? L9ED f-Rj&Q .7949): • f Per-'
niches = frenci3 daw,
Calculated iQr : -
inches = s4OPe carecdan 5619 d; p
• in��t� = recjl�l��9c� Spif dE7i�f
raiulem € Smoke dau
Moller tot-[ depth naviceu!
F4Fm FR l-mfjATF�
mof C OLQR
L OAR
-
t
DEF � 1
i1 vol-1- ;; I��ZG 1 �
=
m-m-1-1
! O191,71- GUY'
ARROM
# COW.
URF--
- i 1=
DRIB
T
LIM'
ems-
5 12 16
-17/114 Pv
44
LR+& WC RmAsr..d-- I'QJ2012 -
5.40 =iuluirac6lored AlluThum
Rica= fiiuf3cgf®rarl Coffin
VMS= mufficciared C—Sprolyzs
DESCRIBED ai:
Long Tar,, AompiantesRstath
Rs- = Ra etc •f �aa ne? ; Ls
{?L f E-1, = t~..wa c hre fayar— Hard bedrock
{3� o va t�sai�`; re {ayvr:--arts _ awr�c� Ngrw�x
E?I* =smppad by melz rep=

P=p 1.9F(:i f►f€'! RIlili i;i�atfis. /rl�v��jc,.y
i7" 1 �E�C= VL. ryb31 a`6pl l� o t'II l
�;}�"i ��{S Sk1 �Y3-i`...W �;P LBS���'s . SeS -_ fYr. 1r 31 9 BC
i..f-iltOSOP61 EL ORMOi5?Pwl-7%i W-0)- !% ��
a.ea-
f� d DEP S 4`J 5;V,
c&004-(;-o
Y�bS'��4'i�Gi`C�0 E 3 �i :�.Tl. - Sw4•°i�-
{31.w � �.
gag
J
/V
NUMB -�GCif3 drzPth
mc-h 3 alppo Gon-P-0 0P. SO; dk--7ui
inches i' uLmtad sou deAth �
lndll�a total dyowl rlam?ar
T'ar:
..
-- -- — --
sqqosay CQ-a QR
1- AR -
{
DPW� L� � , �' �IFE� € �� � � E.���CE 'I • 13,9C �-
� G0'�!�!S i � �� Cil�is�p
URE
� (Pdz�-
-�ijC-z DRIP °
Mule (OM),
iMAN)
(
Ito
r
---
`./a
}- � ��' 3 7
.�rL y�e.
r/141 L � G �
" r°•��,{�;c �
f � � � �-t v � 1 �
:r a . �.
e
tsA.�lCl
/o, "30 1
AA•tea.
._-�..-
'.�,
F_f rz Die Rewase 1012012
C CA= al ufgColaras! Allumbm
MOO = firlEIf ecloma cagutd6rsc
(��!{rr�s m �L�Eliri�iSFCSrCLi
�c��f�i�i�7
LIM 1 r orfq Tern -I Aucgmarm Bata in
�qs,==4L3�TETGC1raf�rt'tL
-<<
f?Lt- = 9uSifiCiilf� tay�r-- Har ► 6EdrOr-k
RL�llf��;�45�i���sf�ti�lfc'f•�-4NG�'�J�t'�� ©veia��',�.

FTC C R E ';l ii Iff E' �� 1, '7
ft
7i
PGPICSINT
•`-_�� s__.- � yi4 � s'at%1 E. b:• __ •...¢ � �..•r� _ =i r: •-._�_t .'. :'33-� -�";ti _ �?��: uti G`n
a _
?"C1;�� a; nFg [l to _la€4 )_ r r
' F LJOP Oi aLtitp _
I? EWi ftti z i � 4 : AL "GEC AIG JCVR ClR
SOIL G-ROUP ufG- _ �
i
tSF9OM- L 14GR W �Ep iAL- 2juic : i N�}_
s� of IJVA 7 —7-R [
s a43)• PS us
_
Far -Li' S-W-75D (3l"•1. L- ! P41_ {L{lYi S
1
� • ` ` E-''�"
fi3 i i05 = i3Gi#�S1 depth
iilL' l�S= slope) GQiasr,6vp SAIl s�wy3�iS3
inch e= vejL�l i�z Sall Cliy�3ilf
l alcula�d for: -
F-ir-1 i l % flltTf "i
t-4flEON
(Pt11E>ai�1�RuF
JIM
?4544
Zfg-1,"mc
��L��-
Ntc tom
f3f�L'
Gi-
i i £
C311y�'ef
-ENCE DRIP
°�� Mute
Gi1i
?ul�
I. V, i- Die RrAaa., . lQ120t2
MCP%= Mi f colored -Muifi: m LTA' = Lama i sr,, AccarE-aace Raie in i?f. HB = Resialc',*r, layer-- Hard 6edrod',
MCC arl£1fc' colomr? Coffata in lrons parw [c^ie-Ric ez "par chy f'UN3+ = RCwiC:ii3a layer— WC-fd3er-ad bis=j�
Mcs- s UIT(ct5ldnt3 sa p=s-io},eer fey roofs
��tiGC 4f3 D r jr CHECKED alY:

IN-JANDY 7R-E;::S-e UTRUCC-M.. MANIAGMEM-ME%-iT
R _
_ �i. za�'�3. .. _::•. ..... "� :.sue-%F° � :. .. �:=:.?1�� c: Zi:= �.5-_.: :.`i_S .� ..
PPn.IP:r; i%Tn ANIM r-a-winim-
M�� -- --- —
PIM
f ANDSCAP
Im
pA— REki'l fif i REAL AL ' CQ- RE MC AM SDM L I-�oC✓1; tip,-472P, IABLE- (Ruia.1949
SOlL€O�(l s�€l. s3_ t� �;: lid! 3 ti
vAFRO ITEGROUr-f€ u - icsirla)_ tC� S�i�¢C d ? [ tittg �a�r��?g�_ ps Us
.7Q±}. RMA FS
c dculated for: -
�2 01el 'd &-offin
-ilig°ihmtotal dslA n eaueal —�_
3olL' JLe7 i C:O OIz
U t?
,R -
tt
pu
ji F4t a
�{mula �' �6 (Fda
4Pule
!S
C��IJ
IbY�313
- -
`- •
1. Ll�r'� €€E c�
-�. �4-
:. .
G
miry- NO Rzdsri+ldcc
MCA = !UiEMOlO'ecl Al1MIUM
fi�C� � rt��(iti�rits5cr� ��s�4Cz�
gafro a7 parsq areRu L perdayF
Hard bedrack

AND
{`+ �. .. � - • 'r . r _ �•� may,, C.
F s _ T_
l'L{ z• ri ti;`._:_ '� �p:j cn d :a V+ a i 3 � C. L G o s � � � .ass r . d R.Ia
-Z�=°-. t:; mod`- �. ...
S.
r-Rn.9Fdai Afn Ahii i w—wiaix-
fL dr&i� s`i pf o 'd o
i f'eia-
.-?d�PL7bt� (�iI.1�= "la
5t-�4��.��4"��f�C�f��fQ€ttc �3��}- f�''�
Ef�#��ai�TG�€��}£�t�tt➢�����). €' �fS
NOTMtid
SY1M�}E5= s}��'a� ��Cs�Giif3r; 573i� Gi'w;3s�
in13= t'uL=z-dt3�k'i f
?nohe�al iabat pis
7-1FEEM E a: tii#i.1am
�glolg-r
COO
O-R -
t Zt ii �
s $
ifs 4l
VOY Lr--'S
..��,_s 15 ! ;.uC l-- cGiiQt5 i
C�? r� � mnoslo comi.
DRIP ,
lnalil�-q
�� _ l...CE) ula
aQ, ula
f
�www��.r•
-
�.�Gl�.= i�iciffiroirrcd �#�avaa�
RICO = fiffiditgfarad aa1 adiffia
Micsm IVIIJ iledimed se-m-grolit<
y A Long ermis Acari-mics Raieh
Offana parch.
RI = Rmuldmarr misCHECKED P:vl--
RU-3 = l esdalks layer— #-#ark 6edrOck
i�gaaffig�3ifefe'[�G�E'�'%(ijGa�J�'IE:i? biadr{3ppc

U M M t
w°n 41 .U' a! GALE o'°n tC? Ria `.1p. s '
lei i - ✓ �; : '--��c�-� -
����s��, ���'x"s`�: � J ��� %' >.�.._.
tljgmg).- 3 y ��
j��f����r:
i 7S kA €yi?Lsr= 3'!r Lb Sld{�s.3cJ ]'f16 SE
- MRE
LE --
SOIL CROUP (Refs tg T-
RI-3- US
—n 3 dspth
;nM3�es=slope C-CamUgan BdIl dap-�3
�g ��� lam{ ��j`3t.;f3 FA w�@C!
--
1t _.�.—,a.....
• . -
In
(t`��.rarcj5'ty.�...,�(�t__
LUts4. 2`si.1'...t .. :V.�`."! [ L�'7
7 ,`...h�. ,..E I STIR 1V I--
mc
'y{�+�'T., �i._ p 1�ffl.}�y{�
Cf..r�JrA��V S �:si"6�G S-\&+p°6'dtC!a � 4�om"'.
UIGIf
t tS
°
DRUP t
9 I&
F
4
G
�a y/131
G
E v r�/
�tF �f� �CifiG�.G-•`` i�%f�� t? -
fnGl Iiver—F[ard 6�rZr c{L
f4IGG frlof- cglared Ci3fft l&a gm{%ria peraaquam' feat parch RI»�lifr�� 5 i �3u {a�r,�, Sf G�" rtic� +liar
[tricemMullic6lored as{�s Ss`�t=Rauktr L, rx8tiri� �fxP oat s r�:w

c- �' r.,.*-t..., RUC
r� �' d' �° �: �- fir' �(^
I=-.�_�•;_�� _.•t Lam- �i�'�"y (_ %," {�S c{ '�' :!� s'y 1 e7si fY "�-' f •�_ { �`t'j Ei
S`.} f . �M_• C' �+.+ l l �i R c^J' S �T � .�-"S - L.+:�--a d m �i'•�.S L.� s r C' .. .. t
4 `� f �• Y% � Y. � •--'�--= � � � 4a3 .� ly '4.�iT � a' � L° 4. � 4v " � � l� � � �. �a � iy 7i � 7 � � ".`"�, "= .,-^,_^• ti
_ :� s .. .. . _ ... _ _� :':'�'...ps.:i
LQT:
�a.1LIRTC L.�i'-.1y�-5 67�b eiQ�a fe �'��
S 5
tif�1 L1�041di351i�14S_ �1W C. o6SS�.�_ •� YL Y..]f _ g� Iva
SOIL. nir�';; �ui�
Uz-bE'sia
PAP1.5fl- !��: AL • Co-- RE A{G AJ ti CfR
NA
-
ar-Ep o t- LS ur- mule l ega-13Y. / iCLAISSIFIC
MO IFS '
lii i a=iS Ti S3 � Lh
;TilinsyE;Sc=.s40tptFpp,�C-0M- G�iorlBOBG'apih
iil�n S — rw jLi d 269 del-Ah I
is-1� 3G Yoi61 depth 77-satleCl
0-alathated for:
HEM n f=�i 7 IC�f1W'ii"�i
C-€0..�1-0-�.�
�y4R'
}YCRO1.
�
�LY.i EL:�
E _ � Cq __
S 5♦��[LGi�L�
r 5t �jly� ` j ' Ln y j//��[r��(�q�
V`_AI&I'S L wi "u`u Lr��y�y:+�{yfC�liJt
!e;
1 o• itlo
Yif
t
#.ilcyy
1I5a-,c-.`
t � Sr7ih
(E44 SS q� `� td�
�S�i�lC� JS -SF
?'�trl a6� (pa-115
szLTltr
47SUE
iLl
�U7i�3Atf
( 112
--.I
t
9 5
S�
z RJc
v—
%1
r .� .�.
L �,
s �, e
c
MCA= Wutur-o-brad ffulfiLl-in
CIE-scrIlsao BN"-.
i.i-R=7 o,aulen 71 AumponceRatesh,
oflowParacpar-foot ? r.day
�ti � [ a��C4 att7ClFaa�ritG
€?lwf--ils - i �es�ic�itr� Dyer -- Hard 6Edrecl'-
RLIA12=RaffiCCAUS€aYQr- -VVC- ersd bi3drG9K
Si—RF = Stop[ad uy roc`c E: s ;w

LANDIAU S O U�,E �Gi _n}��, �i5 (^�' � rC"i�a _�«.s its*�` •+�U'1
'-S a$.L" _ t? _Sr . iE:e�:_S' _.-
o "
Akin Eii. Arif= .11u�ax�� e
PIT;7L�TCf�UiY:
�)j"f;,
�'� 31� f ��
_
.104- - wp, _ L f � mix EK
- ��.
L�- @d 5� A� EEO [�"FC7 ( I ,`� a• S
SOIL trim` l I f u A .'s"� 3; '/ f Is 541
'�STU F "JO-) l %=
P&'lRL. M T iifAL AL CO- A Cr Aff..-'.CJRQ'
4� 1
ICLASSIFIG "�#O�i iS �Fe �a 3)_ a� u
1(3G�i3= iiG>'i3 t11
;n n = slope caMG60ri :39sj cliT,-,Ds
in6nGs= r�uletee, sell dspLth
- f1'i��d�5 = I�4.19eai�t{ �ii1'fll•i i:Ir�i'!
in�Ia�'i�at d��s� raYa��C!
Calculated for: -
I
FIEF E -11AU i ES
COLOR
CEDAR -
�� S_
'
.mioig.r
�Y-.IVI�;l
—
!_
���-
�p6o�;L
, S�1oy
�,?V-
4{
URE
-ENCE
0Ri.
I U)C-
�Ruta
{°2.3} • (Ruda (Rule
SAIL
fi�G�= i��uir�ec;tofLel 4i(�svi�+fa�
Mcc= (i rli�ctsi�r.:r3
I41i��m �lidtlii�iG�S715faY� ��i3F�iys�
LTAIR = Luna i emn Actk,ukti-ce Paia h
gaffona pampati sae par day
Gi-i?wCia Ci F-`f--
�i_F-i� _�C35uici'[i!'c fay�r-� F-ief� 6adroci:
FiL�Jtfi:?= �asirii;:�v� ia�erritl����aer:..� i_136r£JCit
82-RlF=SLorj-jpea by nsctfl-&R see»

(;�`.fl.9�G f i+,€L_ F�IEii� fai►lliltt='• /I/i.t. �lx.•�✓i -
L1f�5:°r�Ezlm0ML3iai (Ra!-,'i).
ttfd'i(3";�
I
i © 0Q11- 1-W R,r (RLTfa : ilaAr�0)_
a �s€�'�1� �-1G€��f 7E� ��[tl� _ i 4f,I). � �
PAREMiiliATrUPAI : AL - Co- JRE MC XR, OU
12-GAtGMAL WIC-14 WATER ABLE (Rule.• L42 -
8APROLfTE GROf rr f ;Vic- -1
CLASSIFICA ON 9 ? S): Re EIS
fbv:
fa L,ASSLMM owLa _isapn_ wm t3-q
incftes _ tanc 3 dept
in�r� = re t�Ia c sai, depth 11
{t"ia'r!-Z. Ted s"tDrariTi, -= i3r?Szi'1
ir► a �- •btat depth n ac'Ter?
Calculat-ed ;'Or
--
j;nines
I
4 - - FrELD TEST iE6i ATRR �
MOIST
COLOR
LtA�
-
�Or,�!
DETFb
�IA LUX
a _
-
COMSCy. Le0:A A C4SI
Cd-hVr
VRE
-ENCE D IP
f p,i.il=
�Iaw-�
(r 1�1 - f ib
PI U]c—
t��] . {grata
(Rule
0 �;
l��/��:�
�... _
LL
Cry/f�
—5(]
r%• S�l`��/
i.�0
�s i
4
Ir�ai/L
-
MCA= pfiuirfaotared Alluirium
W4 = G(iuffColdrar? CaWI,ftZFs['ft
r ics= MOCICt Ted mprofte
LTAR = Luna i e", Aamrhni ee Raie in
g�Ifans parday
RvT=placYcfamo
CHECKED 'Sky..
'Lj-!I = F,%su-icInra layer— Hard hadrack

{4m��Tv ��". F {; ��i `—�' �'''�'' � �; � e'' e=y' [(h-,'�:i n�` j�}`L'f� 1,��. � E 4' �It��
L— C"-= tln � V Jr �c'�. L= �i '�.. C! 1 :_ �` � (L u r. L: �'1 A C- i w :L . —. tz
PRnJ;-z t 1 lNTn AAlr) rxi adi n -
PIT --
coLiN
wit NLP 5-fi f -va -k-
( �iivr:�� PQ�Tfdli� �I�ii�t3- f3�1 S�
�SOEL DU,w-ji�l�I p .�['�,c -7 7� -
�L LTwl d �Si V I � �
PARENT �ifi14T �kG`—l- � ' C�' P AfC, AIR C R
��E���3;�irnL I-i e�� 1JtF� � �� T�LE (actje tNP�= -7 � 2
CLASSIFlanom (RuIc IQ4L)- PS US
lgjA aS
fEiGia=CC#313L
;nclaes = slops carr eon mil de-Pts
I1i�17' — I"QC� j' LFt�t�Cn St3il
ts'iE�"�t�;� ti ii:,c� auk �}3Pt�liFe ilei�a!`k
-al depth naac-7ed
Calculated For
� T�15 i
COLOR-
MORIZOM
DEPTH
Eli AURBI .
VI MSS
tTy"'r"—!-U-PE
��l aa, i;!-
�'6�iu� ` :r� s'�.�'�l"JP110
t CON14
pula
C-
�I?cft �a , (Rule-
(.Rule
�). s y,Py1�
y�c ,y
C (1A;,.1
��
r✓t.
�S
�.
.� �.
"I "I �l�UILI
jtrl Ga
-
f��G�- ��l�irsectarcd �:flr�v��+i;�
l�ifr� m �t�ut�7Gaiazad s�grclitie
,TAP = Larig Temn AcwgF-anes Date In
pffone pars wera par: par day
RF Ra&twyllstils,
011-1ECKED k'i':
`RILE -Ili = I Ias'aieke layer- HErd bedrOd,
r�LQN�vl�a5l<i�:��cl�+er�4flfa�il3alvc� f3Baiii�lc
SORP=sbrpad by rpCiCiic'1 f5�=w

�am RI-zrR E MA N lLFl��t " N T
C'�ti ..a _....�:! ... ...
f�T�tl.i�f:= li€� ?ftiii iniR7{fif=• /��"��•�r 1 - � --
'�"SRCI='I,q ar•L.c"J. ..;'. y 6�("i a`SdSvF�10
LSl�
O/0
�L1"1. �t��tS41 u-i....'W `J t�3 S ..�cf d ]_��5Ti vt� Aya i::X
i�
S NSlE.
RAPIWI- UfA N C
MC P-JCIR
�l
a-�PROL rrc-gmf fir' fpUiG 1Owl:
pS US
�8ie GanaG60n som is ;3i13
rVuWS6 Bail depth f
iit� iG ! Fldv Sri �.
—
maFa_�
C--O? aid
-
(Rula
Lmr-
(RU16
� i�f�f DR -IF'
(jMLja 0% jRL'lF
:
i
{
ice' 2 late R: tfiwd IW2.0 c2 -
MOA= f4dffCCfOred_gfuAmrn
fJlc,rj = ft!'umerfored Mwaffi
Wil,Ca m R9uroCtI t �rcrd --mpr0Sit's
:;-f A = = ? mg emn Acca.Ta—miac- Pate in
Hard € edrock
RUJUP, Rm5fiO@fcmlayer--WC-SMSPW Nurclrx
SEaFF = SiEnt p d by »Z7E., 021l s-ITIfIlz

::.t r.� k a . E+.
}L�+i a 'SAS �- `� � � �� � j�.,.-fit •a� ..{." f� {C`� 'k' a}s� � �� �� T
--_ --- Lodod saki: aEuaS.ion by Lzgl:d EXP L is
'j ;ram _.•.�.�F. .. __. .__ � �.°.r'.. :. i:'^i.�:t:.is�ta`= �t:s�;=.i�1»�h} f.`�::?
PSPI MT SLOP={R�a1�.`(a�€s�o -- 15lr
� �C's""_[�s�mmy—ge (Ruis_IQ�?•i}_
�SOJ'L gEPTI-I {i',u{•- .'s54 a);
LAIVIDSOAPE-: PORMON (RuIm -A 040): /�
a1=iu1 g (Ruip _� ,� . his —f
��ES f PjC'�i�
MARE �IVI i rRfAL AL • CO- AfC AJR CfR
SOIL CROUP Mufe- -IgsM:
Gi ASSIFTi;Amom [�u1�m- Pa ---�-.�a
_ua
f-rULQ_Igor_ WA PS
;nines--
i�l:r��
01-0 r €�� ci
Calculated for
(-1ONVE01"! DEPTH
l%,! i uc , � � ! s�
—,1 U
��SSt� z-
� CQI1318 t . 0r}?Ar Ar--, �it��� � c€1ni`v
URE
-5MCQ: DR -IF'
4
�y F
v WItr
ul
�f ads ON ({_�ula (�
-Mg) -I s}
}
4 L
3
1
MCA ii ILMcolored UT(IL'm
f IGO fifii If"feafarad COULVA�
Mice= (AfiAcofol d Z'Sprsi im
LTAR = Long -I AamfEames Rate in
catfenp day
Racfty—ma
CHI_CKE-0 I?�:
RU-B w Res:9cidue layer— Hard bedrnck
RL4lll asjfjr,:Ivc (agar-Wosthered badro e,
ate' pipad by ands � . 35"Its

e
L— AI�
A--
S-
!�#f�
A GR
`...I., -=I,
`E
v E
Cam:%' n
fJ-�-.�. '�?
E•{' -LrY
r-
t ewn C� .a L'� Saj L°irt��t by
'Lsn-�v9. -,uaY `.3
:�.�..•E° - jc t. ..__ .. c3= _ :° ttri :+7 s.f 'i�:!::F fi`:5:
a •
izROJR(TT hin AM [u imr- M v � � '' 1 .
PIT:
ILCI�
lomIN-m. 41
1 �° � .E-%�`s Z►� o`a s�a fps
1s'�' IHS�Ek� "i �` ii�^�. �Ft'3 NIA �SEk�P&JIX
LANDSCA12E P02MOM Auja-• 940):
SOIL ©CPT; i
RESTR10-1 w-,r- �-Jop,
PAREV T MATB'Rfr f - AL co' ffe AIG ,�If � ORAMC
_.
SOIL CROUP {hut[- _1I15Q:_
lilt ! S o�,.�. L. .0 �t:,� ¢ � �F
CLAS- SD L-RU IZ -19a f _ NFIA PS
inc-ftes = ii-Gr� 9 rlepLl
1�1 l — ��'�CLFt�t��� w'a, darttF
�' i��$`t�5 -� r�77��t1�'Ct �>3Ptif£i� tf�se►`i
C'al❑uleted for: -
t, + e✓r� V M ! a,
� �.'✓ j E
Ff E L D 9 -11IW,AT S
M019S
COLOR
I.MAID
-
4 if itgt
i= r 1
lfpqgl Dc .
10 rI f-S Tom'` T U E ' RUCK-
rE3rzc t CLIAlf
.`oposIo
� comv
i. p%r--
DRIP
Sul
�naH►ul�I����
i� °i��
Sb .
t }
,t��l
(rife
�3- � 2
.�,• ..,Z
�..� �
(J ° �n.Y,
��•b
i�` jam+"`-
..
-
MCA= ULMW- farad AlUT&"rn
011co = ru fftycofamc! Caffoi
�?iCS � I:�iisi��cr�4arav ���srs4izc
L.TAR = Long Ti AawrYeanirsiftie in
Pons Parsc[lp-ra Mat 3ard3y
R7--
p, ad by

Fri N o: _.� c= C- i � "� � .' r.�-.a..— ra :�'"--,:• G'v' � :: �� `'� .�..3 - � �� ;,
f= f�Ti.9�C'_i isft`� ? llii i i�i �Stri-'- fi1� � � 9•' � 7 .
REPOST d .ti"��°�d 3S Li IG a`FQ ��ld
�e
Sti66a-�n . Sc1 � �. � SYL L:.
Sal s� i tlflj i s' � �� ppaad 77!!�� Aft
�6
LPAID ✓'-crAP Lid ©��? �F;�ij -; E '�vrJ : /'
��'�A� l�ja �i �E att w .•dfl :td`o ,
PlIMENT & g AL Co.- . Pdc fvr CIP
�2c-1kSE MAL 14310: � TBLC- Rule
,SOIL C-Roup guir _ s g32_
CLAGGIFICKfION PUS 1243): RE US
Celculia'Led for:
SWWmeSdH depth
Rolu7
depth rieec?ari
--- - FIEF E d ti€JO� E113
•
L 1L.
}
C US i f, ^�7�
.r'...'• r alp,"
SCE .fl jE•+
t rA- �{��aa
j Y�'OW
4
��+iV
-•E�•�•
kS�-k}}'�f`'..7q
� U'gaq
����on
MCA = Mulffectorect ,Mfusrr:
ry1c;f = frifiU Morelli c-offulyi6ra
WKS m €t urfocaimed p7gi Lr
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LRM: Attachment D
LOCATION CLIFTON NC+GA SC TN VA WV
Established Series
Rev. AG-MKC
02/2002
CLIFTON SERIES
The Clifton series consists of very deep, well drained, moderate permeability soils on ridges and side slopes of the Blue Ridge (MLRA 130). Slopes are 2 to
50 percent. They formed in residuum weathered from intermediate and mafic igneous and high-grade metamorphic rocks that are high in ferromagnesium
minerals. Near the type location mean annual air temperature is about 51 degrees F., and mean annual precipitation is about 53 inches.
TAXONOMIC CLASS: Fine, mixed, semiactive, mesic Typic Hapludults
TYPICAL PEDON: Clifton loam --cultivated. (Colors are for moist soils unless otherwise stated.)
Ap--O to 5 inches; brown (7.5YR 4/4) loam; weak medium granular structure; very friable; common fine roots; many fine pores; few fine flakes of mica; few
small pebbles; strongly acid; clear smooth boundary. (4 to 10 inches thick)
BA--5 to 10 inches; yellowish red (5YR 5/6) sandy clay loam; weak medium subangular blocky structure; friable; few fine roots; few fine flakes of mica;
strongly acid; clear smooth boundary. (0 to 7 inches thick)
Bt1--10 to 23 inches; red (2.5YR 5/6) clay; moderate medium subangular blocky structure; friable; thin continuous clay films on faces of peds; few fine
flakes of mica; strongly acid; clear smooth boundary.
Bt2--23 to 38 inches; red (2.5YR 4/6) clay; moderate medium subangular blocky structure; firm; thin continuous clay films on faces of peds; common fine
flakes of mica; very strongly acid; gradual smooth boundary. ( Combined thickness of the Bt horizon is 15 to 45 inches.)
BC--38 to 45 inches; red (2.5YR 4/6) clay loam; common medium distinct strong brown (7.5YR 518) mottles; weak medium subangular blocky structure;
friable; common fine flakes of mica; strongly acid; gradual wavy boundary. (0 to 10 inches thick)
C-45 to 65 inches; mottled yellowish red (5YR 5/6) and strong brown (7.5YR 518) saprolite that is fine sandy loam; common fine flakes of mica; strongly
acid.
TYPE LOCATION: Ashe County, North Carolina; 9 miles southeast of Jefferson on N.C. Highway 88, 1000 yards north of Ebenezer Church on State Road
1623, 20 feet west of road.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 30 to more than 60 inches. Depth to bedrock is greater than 60 inches. Reaction ranges
from very strongly acid to slightly acid, except where surface layers have been limed. Content of flakes of mica is few or common throughout Content of
coarse fragments ranges from 0 to 35 percent by volume throughout.
The Al or Ap horizon has hue of 5YR to 10YR, value of 3 to 5, and chroma of 2 to 6 Where value is 3, the horizon is less than 7 inches thick. The A horizon
is loam or fine sandy loam in the fine earth fraction.
The E horizon, where present, has hue of 7.5YR or 10YR, value of 4 to 6, and chroma of 3 to 8. Texture is loam, fine sandy loam, or sandy loam in the fine
earth fraction.
The BA horizon, where present, has hue of 5YR to 10YR, value of 4 to 6, and chroma of 4 to 8. Texture is loam, clay loam, or sandy clay loam.
The Bt horizon has hue of IOR to 5YR, value of 4 to 5, and chroma of 6 or 8. Texture is clay loam, clay, or sandy clay.
The BC horizon has hue of IOR to 5YR, value of 4 to 6, and chroma of 6 or 8. It is loam, sandy clay loam, or clay loam.
The C horizon is saprolite that is multicolored, or similar in color to the BC horizon. It is loam or fine sandy loam. Some pedons have non-redoxamorphic
mottles in shades of brown, white, and red.
COMPETING SERIES: These are the Appomattox, Braddock, Buffstat, Christian, Clover (T), Danripple (T), Flagspring (T), Howell, Totier, Unison,
Warminster, and Yellowbottom (T) series. Appomattox soils have a mantle of colluvium over residuum at least 3 feet thick. Braddock and Unison soils
formed in colluvium or old alluvium on toe slopes, fans, and high stream terraces. Buffstat soils formed in residuum from fine grained metamorphic rocks
and contain a high amount of silt. Christian soils formed in residuum from interbedded limestone, sandstone, siltstone, and shale and contain fragments of
these rocks. Clover soils formed in residuum from Triassic materials and contain fragments of these rocks. Danripple soils formed in alluvium on stream
terraces and have a seasonal high water table between 40 and 60 inches. Flagspring and Yellowbottom soils do not have an official series description at this
time. Howell soils formed in unconsolidated sediments containing diatomaceous earth and/or glauconite. Totier and Warminster soils have a paralithic contact
between 40 and 60 inches.
GEOGRAPHIC SETTING: Clifton soils are on gently sloping to steep ridges and side slopes of intermountain hills and low mountains of the Blue Ridge
(MLRA 130). Elevations range from 1,400 to 4,000 feet. Slopes are typically between 8 and 30 percent but range from 2 to 50 percent. They formed in
residuum weathered from intermediate and mafic igneous and high-grade metamorphic rocks high in ferromagnesium minerals such as hornblende gneiss and
amphibolite. The mean annual temperature ranges from about 46 to 57 degrees F., and mean annual precipitation ranges from about 35 to 60 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Braddock and Unison series, these are the Bandana, Brevard, Chandler,
Cowee, Evard, Fannin, French, Huntdale, Micaville, Saunook, and Wataugaseries. Bandana and French soils some what poorly drained and are on narrow
floodplains. Brevard and Saunook soils formed in colluvium or alluvium on toe slopes, benches, and fans are in a fine -loamy particle -size class. Chandler,
Cowee, Evard, Fannin, Huntdale, and Micaville, soils are on uplands. Chandler, Micaville, Fannin, and Watauga soils are in a micaceous and paramicaceous

mineralogy class, respectively. Cowee and Evard soils are in a fine -loamy particle -size class. Huntdale and Saunook soils are in a fine -loamy particle -size
class, have a thick dark surface horizon with value 3 or less. Huntdale soils are on side slopes of cooler, north to east aspects.
DRAINAGE AND PERMEABILITY: Well drained; moderate to rapid runoff, medium internal drainage; moderate permeability.
USE AND VEGETATION: About one-half of the area of this soil is forested. The dominant trees are yellow poplar, eastern white pine, scarlet oak, pitch
pine, Virginia pine, and shortleaf pine. The dominant understory is rhododendron, mountain laurel, flowering dogwood, sourwood, serviceberry, American
holly, red maple, and black locust. Cleared areas are used for pasture, corn, and hayland. Some areas are in burley tobacco, small grains, and vegetable crops..
DISTRIBUTION AND EXTENT: Blue Ridge (MLRA 130) of North Carolina, Virginia, South Carolina, and Georgia in the Southern Appalachian
Mountains. The series has large extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Morgantown, West Virginia
SERIES ESTABLISHED: Ashe County, North Carolina; 1912.
REMARKS: Limited data for Clifton shows the mean pH of the B horizon to be 5.8, with a range of 5.5 to 6.2.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - 0 to 10 inches (Ap, BA horizons)
Argillic horizon - 10 to 38 inches (Bt horizon)
ADDITIONAL DATA: NSSL sample pedons: S87NC-199-002; S87NC-121-003; S87NC-199-004; S87NC-121-006; S87NC-009-001.
MLRA = 130 SIR = NC0015
National Cooperative Soil Survey
U.S.A.

LOCATION COWEE NC+GA VA
Established Series
MLS, MSH, BPS/ Rev. MDJ
05/2013
COWEE SERIES
TAXONOMIC CLASS: Fine -loamy, parasesquic, mesic Typic Hapludults
TYPICAL PEDON: Cowee gravelly sandy loam --forested. (Colors are for moist soil unless otherwise indicated.)
Oi--O to 5 cm (0 to 2 inch); slightly decomposed leaves, twigs, roots, and other organic matter.
A- 5 to 18 cm (2 to 7 inches); reddish brown (5YR 4/4) gravelly sandy loam; weak fine granular structure; very friable; many fine and medium roots; common
fine and medium flakes of mica; 20 percent by volume gneiss gravel; strongly acid; clear wavy boundary. (3 to 25 cm; 1 to 10 inches thick)
Bt1--18 to 38 cm (7 to 15 inches); red (2.5YR 4/8) gravelly sandy loam; weak medium subangular blocky structure; friable, slightly sticky, slightly plastic;
common fine roots; common faint clay films on faces of peds; common fine and medium flakes of mica;20 percent by volume gneiss gravel; strongly acid;
gradual wavy boundary.
Bt2--38 to 74 cm (15 to 29 inches); red (2.5YR 518) gravelly sandy clay loam; weak medium subangular blocky structure; friable, slightly sticky, slightly plastic;
few fine roots; common fine and medium flakes of mica; common faint clay films on faces of peds; 30 percent by volume gneiss gravel; strongly acid; abrupt
wavy boundary. (Combined thickness of the Bt horizons is 25 to 71 cm; 10 to 28 inches.)
Cr--74 to 157cm (29 to 62 inches); weathered, multicolored hornblende gneiss; that can be dug with difficulty with hand tools; rock structure; partly consolidated
in place; few fine roots in cracks; cracks are more than 10 cm (4 inches) apart.
TYPE LOCATION:
County: Jackson
State: North Carolina
USGS Quadrangle: Sylva South
Latitude: 35.352906 N (NAD 27)
Longitude: 83.132938 W (NAD 27)
Directions to the pedon: Jackson County, North Carolina; 1.1 miles northeast of Cullowhee from the Tuckasegee River on old N.C. Highway 107; 1.7 miles north
of Black Mountain Baptist Church; 0.5 mile north on U.S. Forest Service access road and 500 feet west on U.S. Forest Service Trail, 25 feet north of trail.
RANGE IN CHARACTERISTICS:
Solum Thickness: 51 to 102 cm (20 to 40 inches)
Depth to Bedrock: 51 to 102 cm to weathered bedrock, (20 to 40 inches)
Depth Class: Moderately Deep
Rock Fragment content: 0 to 35 percent, by volume, but typically less than 20 percent throughout the profile.
Soil Reaction: Extremely acid to moderately acid in the A horizons, except where limed; very strongly acid or strongly acid in the B and C horizons.
Content of Mica: 0 to 20 percent by volume mica flakes throughout
Range of Individual Horizons:
A or Ap horizon (if it occurs):
Color --hue of 5YR to 10YR, value of 3 to 5, and chroma of 2 to 8. Where value and chroma are 3 or less, horizon is less than 18 cm (7 inches thick)
Texture (fine -earth fraction) --loam, fine sandy loam, or sandy loam.
Other features --Some eroded pedons have a surface layer that is sandy clay loam or clay loam, and a hue of 2.5YR to 5YR.
E horizon (if it occurs):
Color: Hue of 5YR to 1 OYR, value of 4 or 6, and chroma of 3 to 8.
Texture (fine -earth fraction): sandy loam, or fine sandy loam.
AB or BA horizon (if they occur):
Color --hue of 2.5YR to 7.5YR, value of to 8, and chroma of 4 to 8.
Texture (fine -earth fraction) --loam, sandy loam, fine sandy loam, or sandy clay loam.
Bt horizon:
Color --hue of 2.5YR to 5YR, value of 4 to 6, and chroma of 4 to 8. In addition, subhorizons of the Bt horizon, but not the entire Bt horizon, may have hue of
7.5YR, value of 4 to 6, and chroma of 4 to 8.
Texture (fine -earth fraction) --sandy clay loam, loam, or clay loam.
BC horizon (if it occurs):
Color --hue of 2.5YR to 7.5YR, value of 4 to 6, and chroma of 4 to 8.
Texture (fine -earth fraction) --sandy loam, fine sandy loam, very fine sandy loam, loam, or sandy clay loam.
Non-redoximorphic mottles (if they occur) --shades of red, brown, or yellow are in some pedons.
C/Bt horizon (if it occurs):
Color --hue of 2.5YR to 1 OYR, value of 4 to 6, and chroma of 4 to 8; or is multicolored in shades of yellow, brown, red or gray.
Texture (fine -earth fraction)--C is sandy loam, fine sandy loam, or loam saprolite; Bt is loam or sandy clay loam.
Non-redoximorphic mottles (if they occur) --shades of red, brown, yellow, or gray mottles of relic rock material are in some pedons.

C horizon (if it occurs):
Color --hue of 2.5YR to 1 OYR, value of 4 to 6, and chroma of 4 to 8; or is multicolored in shades of yellow, brown, red or gray.
Texture (fine -earth fraction) --sandy loam, fine sandy loam, very fine sandy loam, loam, loamy fine sand, or loamy sand saprolite.
Non-redoximorphic mottles (if they occur) --shades of red, brown, or yellow. Gray or black mottles of relic rock material are in some pedons
Cr horizon:
Bedrock kind--felsic to mafic, igneous and high-grade metamorphic rock such as amphibolite and hornblende gneiss.
Bedrock hardness --moderately cemented
Fracture interval --greater than 10 cm (4 inches)
Excavation difficulty --moderate to high
COMPETING SERIES:
Brevard soils --very deep (more than 152 cm, 60 inches); formed on colluvial or old alluvial landform positions.
Evard soils --very deep (more than 152 cm, 60 inches)
Stott Knob soils --adjoining Mesic areas of the Southern Piedmont (MLRA 136).
Walhalla soils --very deep (more than 152 cm, 60 inches); have a thicker argillic horizon, 71 to 140 cm (28 to 55 inches).
GEOGRAPHIC SETTING:
MLRA(s) using this series: Southern Blue Ridge--130B
Landscape: Intermountain hills, low and intermediate mountains
Landform: Mountain slope, hillslopes, and ridges
Geomorphic Component: Mountain top, mountain flank, side slope, and interfluves
Hillslope Profile Position: Summit, shoulder, and backslope
Parent Material Origin: Felsic to mafic, igneous and high-grade metamorphic rocks, such as mica gneiss, hornblende gneiss, and amphibolite.
Parent Material Kind: Residuum that is affected by soil creep in the upper solum.
Slope: Typically 15 to 50 percent, but range from 2 to 95 percent.
Elevation: 427 to 1341 meters; (1,400 to 4,400 feet)
Frost -free period: 150 to 210 days
Mean Annual Air Temperature: 8 to 14 degrees C., (46 to 57 degrees F)
Mean Annual Precipitation: 1143 to 2286 millimeters, (45 to 90 inches)
GEOGRAPHICALLY ASSOCIATED SOILS:
In addition to the competing Brevard and Evard series, these are:
Edneytown and Pigeonroost soils --browner, on closely related landforms.
Clifton and Rabun soils have a fine particle size class, on related landforms.
Ashe Buladean Chestnut and EdneyviIle soils --do not have an argillic horizon, on related landforms.
Brownwood, Cashiers, Chandler, Fannin, Micaville, and Watauga soils --are in a micaceous family, on related landforms. In addition, Brownwood, Cashiers,
Chandler, and Micaville do not have an argillic horizon; Cashiers soils have thicker, darker surface layers, on ridges and side slopes of cool north to east aspects.
Cleveland and Saluda soils --have bedrock within a depth of 50 cm (20 inches), on related landforms.
Cullasaja Greenlee, Haywood, Saunook, Tate Thunder, Tuckasegee, and Tusquitee soils --are on colluvial benches, toe slopes, and fans. In addition, Cullasaja,
Haywood, Saunook Thunder, Tuckasegee, and Tusquitee soils have thicker, darker surface layers.
Huntdale, Plott, Porters. Trimont, and Unaka soils --with thicker, darker surface layers, on ridges and side slopes of cool north to east aspects. In addition, Plott,
Porters, and Unaka do not have an argillic horizon.
DRAINAGE AND SATURATED HYDRAULIC CONDUCTIVITY:
Drainage Class: Well drained
Internal Free Water Occurrence: Very deep
Index Surface Runoff: Very low or low runoff where forest litter has not been disturbed or only partially removed; medium to high runoff where litter has been
removed.
Saturated Hydraulic Conductivity Class: High
Permeability Class (obsolete): Moderately rapid
Shrink -swell Class: Low
Flooding Frequency and Duration: None
Ponding Frequency and Duration: None
USE AND VEGETATION:
Major Uses: Woodland, less often pasture, hayland, and rarely cultivated crops.
Dominant Vegetation: Where wooded --chestnut oak, white oak, scarlet oak, black oak, hickory with some eastern white pine, Virginia pine, and shortleaf pine.
Understory includes flowering dogwood, American chestnut sprouts, sourwood, mountain laurel, flame azalea, and buffalo nut.
DISTRIBUTION AND EXTENT:
Distribution: Southern Blue Ridge (MLRA 130-B) of North Carolina, South Carolina, Georgia, Tennessee, and Virginia.
Extent: Large --more than 100,000 acres.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Morgantown, West Virginia
SERIES ESTABLISHED: Alexander County, North Carolina, 1988.
REMARKS: Cowee soils were previously mapped with Saluda and Evard. The Cowee Series recognizes soils that are moderately deep, 51 to 102 cm (20 to 40
inches), to weathered bedrock. Saluda soils are shallow and Evard soils are very deep.
The 1/98 revision places the Cowee series in a fine -loamy, parasesquic, mesic Typic Hapludults family. The series was formerly in a mixed mineralogy family.
CEC activity class placement is based on sample pedon S85-NC-099-003 and on similar soils such as Brevard and Evard.
Diagnostic horizons and soil characteristics recognized in this pedon are:
a. Ochric epipedon--the zone from 0 to 18 cm, 0 to 7 inches (Oi and A horizons)
b. Argillic horizon --the zone from 18 to 74 cm, 7 to 29 inches (Bt horizons)

c. Paralithic contact --the contact with weathered rock at 74 cm, 29 inches (upper boundary of the Cr horizon).
d. Parasesquic mineralogy class - total iron oxide, by weight (DCB Fe multiplied by 1.43) plus percent, by weight, gibbsite of more than 25 cm, 10 in the fine
earth fraction.
e. Series control section --the zone from 18 to 69cm, 7 to 27 inches
ADDITIONAL DATA:
Soil Characterization Data is available from the Kellogg Soil Survey Laboratory (KSSL) website for the following pedon:
http://ncsslabdatamart.sc.egov.usda.gov/querypage.aspx
Pedon ID #: 85NC099003; Lab Pedon #: 85P0634
Revised: 10/1992-MLS, AG, CD; 1/1998-DHK; 2/2002-MKC; 5/2013-Semi tab format and minor changes to Range in Characteristics, MLRA 130B.
National Cooperative Soil Survey
U.S.A.

LOCATION EVARD SC+GA NC TN VA
Established Series
MLS, MSH, BPS/ Rev. MDJ
05/2013
EVARD SERIES
TAXONOMIC CLASS: Fine -loamy, parasesquic, mesic Typic Hapludults
TYPICAL PEDON: Evard sandy loam - forested. (Colors are for moist soil unless otherwise indicated.)
A--0 to 5 cm (0 to 2 inches); very dark grayish brown (1 OYR 3/2) sandy loam, weak fine granular structure; very friable; nonsticky, nonplastic; many fine and few
medium roots; strongly acid; abrupt smooth boundary. (5 to 18 cm thick; 2 to 7 inches).
E--5 to 13 cm (2 to 5 inches); brown (I OYR 5/3) fine sandy loam; weak fine granular structure; very friable, nonsticky, nonplastic; many fine and few medium
roots; very strongly acid; abrupt smooth boundary. (0 to 15 cm thick; 0 to 6 inches)
Bt1--13 to 23 cm (5 to 9 inches); strong brown (7.5YR 518) fine sandy loam; weak fine subangular blocky structure; friable, slightly sticky, slightly plastic; many
fine and few medium roots; few distinct clay films on faces of some peds; very strongly acid; clear wavy boundary.
Bt2--23 to 58 cm (9 to 29 inches); red (2.5YR 518) sandy clay loam; moderate medium subangular blocky structure; friable, slightly sticky, slightly plastic;
common fine and few medium roots; few distinct clay films on faces of peds; strongly acid; gradual wavy boundary. (Combined thickness of the Bt horizon is 30
to 71 cm; 12 to 28 inches.)
BC--58 to 94 cm (29 to 37 inches); red (2.5YR 518) very fine sandy loam; weak medium subangular blocky structure; triable, slightly sticky, slightly plastic; few
fine roots; few gravels of quartz at top of horizon; strongly acid; gradual wavy boundary. (0 to 43 cm; 0 to 17 inches)
Cl-- 94 to 124 cm (37 to 49 inches); yellowish red (5YR 4/6) saprolite that has a texture of very fine sandy loam; massive; very friable, few fine roots; common
very fine flakes of mica; strongly acid; clear smooth boundary.
C2--124 to 180 cm (49 to 72 inches); reddish brown (5YR 5/4) saprolite that has a texture of loamy fine sand; common coarse distinct yellowish red (5YR 518)
and few medium prominent black (5YR 2.5/1) mottles; massive; very friable; few fine roots; common very fine flakes of mica; very strongly acid.
TYPE LOCATION:
County: Oconee
State: South Carolina
USGS Topographic Quadrangle: Whetstone, SC
Latitude: 34.7705176 N (NAD 27)
Longitude: 83.1575274 W (NAD 27)
Directions to the pedon: 3.5 miles south of Stumphouse Ranger Station and 5.2 miles southeast of Whetstone; from junction of Stumphouse Road (South Carolina
Secondary Road 290) and Rich Mountain Road (USES 744) go 3.0 miles generally south on Rich Mountain Road, then at 320 degrees north from center of road
go 425 feet, at an elevation of 1630 feet.
RANGE IN CHARACTERISTICS:
Solum Thickness: 51 to 102 cm (20 to 40 inches)
Depth to Bedrock: Greater than 152 cm (60 inches) to weathered bedrock
Depth Class: Very Deep
Rock Fragment content: 0 to 35 percent, by volume, but typically is less than 20 percent throughout the profile
Soil Reaction: Extremely acid to moderately acid in the A and E horizons, except where limed; very strongly acid or strongly acid in the B and C horizons.
Content of Mica: 0 to 20 percent by volume mica flakes throughout
Range of Individual Horizons:
A or Ap horizon (if it occurs):
Color --hue of 5YR to 10YR, value of 3 to 5, and chroma of 2 to 8. Where value and chroma are 3 or less, this horizon is less than 18 cm (7 inches) thick.
Texture (fine -earth fraction) --loam, fine sandy loam, or sandy loam.
Other features --Some eroded pedons have a surface layer that is sandy clay loam or clay loam, and a hue of 2.5YR or 5YR.
E horizon (if it occurs):
Color --hue of 5YR to IOYR, value of 4 to 6, chroma of 3 to 8.
Texture (fine -earth fraction) --sandy loam, or fine sandy loam.
AB, BA or BE horizon (if they occur):
Color --hue of 2.5YR to 1 OYR, value of 4 to 8, and chroma of 4 to 8
Texture (fine -earth fraction) --loam, sandy loam, fine sandy loam, or sandy clay loam
Bt horizon:
Color --hue of 2.5YR or 5YR, value of 4 to 6, and chroma of 4 to 8.
Texture (fine -earth fraction) --sandy clay loam, loam, or clay loam.
BC horizon (if it occurs):
Color --hue of 2.5YR to 7.5YR, value of 4 to 6, and chroma of 4 or 8.

'texture (fine -earth fraction) --sandy loam, fine sandy loam, very fine sandy loam, loam, or sandy clay loam. Non-redoximorphic mottles (if they occur) --shades of
red, brown, or yellow are in some pedons.
C horizon:
Color --hue of 2.5YR to 1 OYR, value of 4 to 6, and chroma of 4 to 8
'texture (fine -earth fraction) --sandy loam, fine sandy loam, very fine sandy loam, loam, loamy fine sand, or loamy sand saprolite.
Non-redoximorphic mottles (if they occur) --are in shades of red, brown, or yellow. Gray or black mottles of relic rock material are in some pedons.
COMPETING SERIES:
Brevard soils --formed on colluvial or old alluvial landforms positions
Cowee soils --have a paralithic contact with weathered bedrock at 51 to 102 cm, (20 to 40 inches).
Stott Knob soils --adjoining mesic areas of the Southern Piedmont (MLRA 136); have a paralithic contact with weathered bedrock at 51 to 102 cm, (20 to 40
inches).
Walhalla soils --have a thicker argillic horizon, 71 to 140 cm (28 to 55 inches).
GEOGRAPHIC SETTING:
MLRA(s) using this series: Southern Blue Ridge--130B
Landscape: Intermountain hills, low and intermediate mountains
Landform: Mountain slope, hillslopes, and ridges
Geomorphic Component: Mountain top, mountain flank, side slope, and interfluves
Hillslope Profile Position: Summit, shoulders, and backslopes
Parent Material Origin: Felsic to mafic, igneous and high-grade metamorphic rocks, such as mica gneiss, hornblende gneiss, and amphibolite.
Parent Material Kind: Residuum that is affected by soil creep in the upper solum.
Slope: 'typically 15 to 50 percent, but range from 2 to 95 percent.
Elevation: 427 to 1341 meters; (1,400 to 4,400 feet)
Frost -free period: 150 to 210 days
Mean Annual Air Temperature: 8 to 14 degrees C, (46 to 57 degrees F)
Mean Annual Precipitation: 1143 to 2286 millimeters, (45 to 90 inches)
GEOGRAPHICALLY ASSOCIATED SOILS:
In addition to the competing Brevard, Cowee and Walhalla series, these are:
Edneytown and Pigeonroost soils which are browner and on closely related landforms. In addition, Pigeonroost is moderately deep to weathered bedrock.
Clifton and Rabun soils have a fine particle size class, on related landforms.
Awhe Buladean Chestnut and Edneyville soils do not have an argillic horizon on related landforms.
Brownwood, Cashiers, Chandler, Fannin, Micaville, and Watauga soils --are in a micaceous family on related landforms. In addition Cashiers soils have thicker,
darker surface layers, on ridges and side slopes of cool north to east aspects and Brownwood, Cashiers, Chandler, and Micaville soils do not have an argillic
horizon.
Cleveland and Saluda soils --have bedrock within a depth of 20 inches on related landforms.
Cullasaja Greenlee, Haywood, Saunook, Tate Thunder, Tuckasegee, and Tusquitee soils --are on colluvial benches, toe slopes, and fans. In addition, Cullasaja,
Haywood, Saunook, Thunder, Tuckasegee, and Tusquitee soils have thicker, darker surface layers.
Huntdale, Plott Porters Trimont, and Unaka soils --with thicker, darker surface layers, on ridges and side slopes of cool north to east aspects. In addition, Plott,
Porters, and Unaka do not have an argillic horizon.
DRAINAGE AND SATURATED HYDRAULIC CONDUCTIVITY:
Drainage Class: Well drained
Internal Free Water Occurrence: Very deep
Index Surface Runoff: Very low or low runoff where forest litter has not been disturbed or only partially removed; medium to high runoff where litter has been
removed.
Saturated Hydraulic Conductivity Class: High
Permeability Class (obsolete): Moderately rapid
Shrink -swell Class: Low
Flooding Frequency and Duration: None
Ponding Frequency and Duration: None
USE AND VEGETATION:
Major Uses: Woodland, less often pasture, hayland, and rarely cultivated crops.
Dominant Vegetation: Where wooded --chestnut oak, white oak, scarlet oak, black oak, and hickory with some eastern white pine, Virginia pine, and shortleaf
pine. Understory includes flowering dogwood, American chestnut sprouts, sourwood, mountain laurel, flame azalea, black locust, greenbrier, and buffalo nut.
DISTRIBUTION AND EXTENT:
Distribution: Southern Blue Ridge (MLRA 130B) of South Carolina, North Carolina, Tennessee, Georgia, and Virginia.
Extent: Large --more than 100,000 acres.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Morgantown, West Virginia
SERIES ESTABLISHED: Greenville County, South Carolina, 1972
REMARKS: The 1/98 revision places Evard series in a parasesquic mineralogy family. Evard soils were formerly in an oxidic mineralogy.
Diagnostic horizons and features recognized in this pedon are:
a. Ochric epipedon--the zone from 0 to 13 cm, 0 to 5 inches (A and E horizons)
b. Argillic horizon --the zone from 13 to 58 cm, 5 to 29 inches (Bt horizons)c. Parasesquic mineralogy class - total iron oxide, by weight (DCB Fe multiplied by
1.43) plus percent, by weight, gibbsite of more than 10 in the fine -earth fraction.
d. Series control section --the zone from 10 to 64 cm, 5 to 25 inches.
ADDITIONAL DATA:
Soil Characterization Data is available from the Kellogg Soil Survey Laboratory (KSSL) website

http://ncsslabdatamart.sc.egov.usda.gov/querypage.aspx
Revised: 11/1992-ECH, DJD; 9/1996-13PS, DHK; 1/1998-DHK; 2/2002-MKC; 5/2013-Semi tab format and minor changes to Range in Characteristics- MLRA-
130B.
National Cooperative Soil Survey
U.S.A.

LRM: Attachment E
•
7621 Whitepine Road, Richmond, VA 23237
Waypoint Main 804-743-9401 ° Fax [phone]
ANALYTICAL "Every acre... Every year®' www•waypointanalytical.com
Client
Land Resource Management
PO Box 9251
Asheville NC 28815
Lab No: 01520
Grower:
Mulberry Farms
Madison, NC
Field:
Report No:
Cust No:
Date Printed:
Date Received
PO:
Page
Sample ID: 1
SOIL ANALYSIS
23-104-0687
05888
04/17/2023
04/14/2023
Wow.
Test
Method
Results
SOIL TEST RATINGS
Calculated Cation
Exchange Capacity
w
Low
Medium
Optimum
Soil pH
1:1
5.2
I I
4.0 meq/100g
Buffer pH
SMP
6.79
%Saturation
Phosphorus (P)
M3
6 ppm
% sat meq
K 6.9 0.3
Ca 32.3 1.3
Mg 25.6 1.0
H 35.0 1.4
Na 0.8 0
Potassium (K)
M3
107 ppm
Calcium (Ca)
M3
258 ppm
Magnesium (Mg)
M3
123 ppm
Sulfur (S)
M3
16 ppm
Boron (B)
M3
0.2 ppm
Copper (Cu)
M3
0.4 ppm
Iron (Fe)
M3
142 ppm
K/Mg Ratio: 0.26 ❑
Manganese (Mn)
M3
76 ppm
Ca/Mg Ratio: 1.26 ❑
Zinc (Zn)
M3
2.5 ppm
Sodium (Na)
M3
7 ppm
Soluble Salts
Organic Matter
LOI
4.5%
Estimated N Release
134 Ibs/acre
Nitrate Nitrogen
SOIL FERTILITY GUIDELINES
Crop : Trees -Evergreen Yield Goal : 0 Rec Units: LB/ACRE
(Ibs) LIME (tons)
N
P20,
K 20
Mg
S
B
Cu
I Mn
Zn
Fe
2000 1
100
110
49
0
13
1.0
0.2
1 0
0.8
0
Crop : Rec Units:
Comments :
Trees -Evergreen
M3 - Mehlich 3 SMP - SMP Buffer pH LOI - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Virginia, Inc.

Waypointo
ANALYTICAL
Client
Land Resource Management
PO Box 9251
Asheville NC 28815
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
"Every acre... Every year®' www•waypointanalytical.com
Grower:
Mulberry Farms
Madison, NC
Report No:
Cust No:
Date Printed:
Date Received
PO:
Page
Lab No: 01520 Field: Sample ID: 1
SOIL ANALYSIS
23-104-0687
05888
04/17/2023
04/14/2023
2of8
Limestone application is targeted to bring soil pH to 6.2.
Broadcast boron using Borax and mix into the soil to raise boron level. Note boron should not be applied in the band
near the plant.
Broadcast copper using copper sulfate and mix into the soil to raise copper level. Copper may be applied more
efficiently in the band near the plant.
All recommended fertilizers are on actual elemental basis. To convert to product basis, divide the recommended
quantity in the first page by the percentage of the active ingredient then multiply by 100.
For best result, if there are no existing plants, broadcast all lime then till and mix 6 inches into the soil. Limit the lime
application to 50 pounds per 1000 sq. ft. for existing plants, apply every 4-6 months until the recommended amount is
fulfilled.
Phosphate is more efficient if applied near the plant, apply all phosphate beside the row. Broadcast N and/or K20 then
mix into the soil. If there is no fertilizer meets the ratio, you can use single element fertilizer such as Urea, Triplesuper
Phosphate and Muriate of Potash to achieve the requirements. Consult the enclosed instruction sheet on lime and fertilizer
application.
Use Ammonium Sulfate as N source to supply sulfur.
Broadcast zinc sulfate and mix into the soil to raise zinc level. Zinc may be applied more efficiently in the band near the
plant.
Apply the amount of lime recommended in first page to raise pH
For transplants incorporate 60# actual N per acre prior to planting or 60# actual N per acre two weeks after planting.
*** after the second year apply 30# actual N in spring and 30# actual N per tree in fall until harvest.
Use calcitic limestone to correct the pH.
M3 - Mehlich 3 SMP - SMP Buffer pH LOI - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Virginia, Inc.

0
7621 Whitepine Road, Richmond, VA 23237
Waypoint Main 804-743-9401 ° Fax [phone]
ANALYTICAL "Every acre... Every year®' www•waypointanalytical.com
Client
Land Resource Management
PO Box 9251
Asheville NC 28815
Lab No: 01522
Grower:
Mulberry Farms
Madison, NC
Field:
Report No:
Cust No:
Date Printed:
Date Received
PO:
Page
Sample ID: 2
SOIL ANALYSIS
23-104-0687
05888
04/17/2023
04/14/2023
3of8
Test
Method
Results
SOIL TEST RATINGS
Calculated Cation
Exchange Capacity
w
Low
Medium
Optimum
Soil pH
1:1
6.0
I I
-
5.7 meq/100g
Buffer pH
SMP
6.84
%Saturation
Phosphorus (P)
M3
3 ppm
% sat meq
K 8.3 0.5
Ca 44.7 2.6
Mg 30.1 1.7
H 15.8 0.9
Na 0.8 0
Potassium (K)
M3
184 ppm
Calcium (Ca)
M3
510 ppm
Magnesium (Mg)
M3
206 ppm
Sulfur (S)
M3
11 ppm
Boron (B)
M3
0.5 ppm
Copper (Cu)
M3
0.3 ppm
Iron (Fe)
M3
126 ppm
K/Mg Ratio: 0.27 ❑
Manganese (Mn)
M3
41 ppm
Ca/Mg Ratio: 1.49 ❑
Zinc (Zn)
M3
1.5 ppm
Sodium (Na)
M3
10 ppm
Soluble Salts
Organic Matter
LOI
5.1 %
Estimated N Release
144 Ibs/acre
Nitrate Nitrogen
SOIL FERTILITY GUIDELINES
Crop : Trees -Evergreen Yield Goal : 0 Rec Units: LB/ACRE
(Ibs) LIME (tons)
N
P205
K 20
Mg
S
B
Cu
I Mn
Zn
Fe
1500 0.8
100
110
0
0
18
0.5
0.5
1 0
1.3
0
Crop : Rec Units:
Comments :
Trees -Evergreen
M3 - Mehlich 3 SMP - SMP Buffer pH LOI - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Virginia, Inc.

Waypointo
ANALYTICAL
Client
Land Resource Management
PO Box 9251
Asheville NC 28815
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
"Every acre... Every year®' www•waypointanalytical.com
Grower:
Mulberry Farms
Madison, NC
Report No:
Cust No:
Date Printed:
Date Received
PO:
Page
Lab No: 01522 Field: Sample ID: 2
SOIL ANALYSIS
23-104-0687
05888
04/17/2023
04/14/2023
4of8
Limestone application is targeted to bring soil pH to 6.2.
Broadcast boron using Borax and mix into the soil to raise boron level. Note boron should not be applied in the band
near the plant.
Broadcast copper using copper sulfate and mix into the soil to raise copper level. Copper may be applied more
efficiently in the band near the plant.
All recommended fertilizers are on actual elemental basis. To convert to product basis, divide the recommended
quantity in the first page by the percentage of the active ingredient then multiply by 100.
For best result, if there are no existing plants, broadcast all lime then till and mix 6 inches into the soil. Limit the lime
application to 50 pounds per 1000 sq. ft. for existing plants, apply every 4-6 months until the recommended amount is
fulfilled.
Phosphate is more efficient if applied near the plant, apply all phosphate beside the row. Broadcast N and/or K20 then
mix into the soil. If there is no fertilizer meets the ratio, you can use single element fertilizer such as Urea, Triplesuper
Phosphate and Muriate of Potash to achieve the requirements. Consult the enclosed instruction sheet on lime and fertilizer
application.
Use Ammonium Sulfate as N source to supply sulfur.
Broadcast zinc sulfate and mix into the soil to raise zinc level. Zinc may be applied more efficiently in the band near the
plant.
Apply the amount of lime recommended in first page to raise pH
For transplants incorporate 60# actual N per acre prior to planting or 60# actual N per acre two weeks after planting.
*** after the second year apply 30# actual N in spring and 30# actual N per tree in fall until harvest.
Use calcitic limestone to correct the pH.
M3 - Mehlich 3 SMP - SMP Buffer pH LOI - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Virginia, Inc.

0
7621 Whitepine Road, Richmond, VA 23237
Waypoint Main 804-743-9401 ° Fax [phone]
ANALYTICAL "Every acre... Every year®' www•waypointanalytical.com
Client
Land Resource Management
PO Box 9251
Asheville NC 28815
Lab No: 01523
Grower:
Mulberry Farms
Madison, NC
Field:
Report No:
Cust No:
Date Printed:
Date Received
PO:
Page
Sample ID: 3
SOIL ANALYSIS
23-104-0687
05888
04/17/2023
04/14/2023
5of8
Test
Method
Results
SOIL TEST RATINGS
Calculated Cation
Exchange Capacity
w
Low
Medium
Optimum
Soil pH
1:1
5.0
I I
-
-
4.4 meq/100g
Buffer pH
SMP
6.75
%Saturation
Phosphorus (P)
M3
5 ppm
% sat meq
K 5.9 0.3
Ca 36.1 1.6
Mg 16.9 0.7
H 40.9 1.8
Na 0.8 0
Potassium (K)
M3
101 ppm
Calcium (Ca)
M3
318 ppm
Magnesium (Mg)
M3
89 ppm
Sulfur (S)
M3
7 ppm
Boron (B)
M3
0.5 ppm
Copper (Cu)
M3
0.3 ppm
Iron (Fe)
M3
113 ppm
K/Mg Ratio: 0.34 ■
Manganese (Mn)
M3
57 ppm
r
Ca/Mg Ratio: 2.14 ❑
Zinc (Zn)
M3
2.0 ppm
Sodium (Na)
M3
8 ppm
Soluble Salts
Organic Matter
LOI
8.1 %
Estimated N Release
150 Ibs/acre
Nitrate Nitrogen
SOIL FERTILITY GUIDELINES
Crop : Trees -Evergreen Yield Goal : 0 Rec Units: LB/ACRE
(Ibs) LIME (tons)
N
P20,
K 20
Mg
S
B
Cu
I Mn
Zn
Fe
6000 3
100
110
68
0
22
0.5
0.5
1 0
1.0
0
Crop : Rec Units:
Comments :
Trees -Evergreen
M3 - Mehlich 3 SMP - SMP Buffer pH LOI - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Virginia, Inc.

Waypointo
ANALYTICAL
Client
Land Resource Management
PO Box 9251
Asheville NC 28815
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
"Every acre... Every year®' www•waypointanalytical.com
Grower:
Mulberry Farms
Madison, NC
Report No:
Cust No:
Date Printed:
Date Received
PO:
Page
Lab No: 01523 Field: Sample ID: 3
SOIL ANALYSIS
23-104-0687
05888
04/17/2023
04/14/2023
6of8
Limestone application is targeted to bring soil pH to 6.2.
Broadcast boron using Borax and mix into the soil to raise boron level. Note boron should not be applied in the band
near the plant.
Broadcast copper using copper sulfate and mix into the soil to raise copper level. Copper may be applied more
efficiently in the band near the plant.
All recommended fertilizers are on actual elemental basis. To convert to product basis, divide the recommended
quantity in the first page by the percentage of the active ingredient then multiply by 100.
For best result, if there are no existing plants, broadcast all lime then till and mix 6 inches into the soil. Limit the lime
application to 50 pounds per 1000 sq. ft. for existing plants, apply every 4-6 months until the recommended amount is
fulfilled.
Phosphate is more efficient if applied near the plant, apply all phosphate beside the row. Broadcast N and/or K20 then
mix into the soil. If there is no fertilizer meets the ratio, you can use single element fertilizer such as Urea, Triplesuper
Phosphate and Muriate of Potash to achieve the requirements. Consult the enclosed instruction sheet on lime and fertilizer
application.
Use Ammonium Sulfate as N source to supply sulfur.
Broadcast zinc sulfate and mix into the soil to raise zinc level. Zinc may be applied more efficiently in the band near the
plant.
Apply the amount of lime recommended in first page to raise pH
For transplants incorporate 60# actual N per acre prior to planting or 60# actual N per acre two weeks after planting.
*** after the second year apply 30# actual N in spring and 30# actual N per tree in fall until harvest.
Use calcitic limestone to correct the pH.
M3 - Mehlich 3 SMP - SMP Buffer pH LOI - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Virginia, Inc.

0
7621 Whitepine Road, Richmond, VA 23237
Waypoint Main 804-743-9401 ° Fax [phone]
ANALYTICAL "Every acre... Every year®' www•waypointanalytical.com
Client
Land Resource Management
PO Box 9251
Asheville NC 28815
Lab No: 01524
Grower:
Mulberry Farms
Madison, NC
Field:
Report No:
Cust No:
Date Printed:
Date Received
PO:
Page
Sample ID: 4
SOIL ANALYSIS
23-104-0687
05888
04/17/2023
04/14/2023
7of8
Test
Method
Results
SOIL TEST RATINGS
Calculated Cation
Exchange Capacity
w
Low
Medium
Optimum
Soil pH
1:1
4.9
I
3.7 meq/100g
Buffer pH
SMP
6.77
%Saturation
Phosphorus (P)
M3
5 ppm
% sat meq
K 6.0 0.2
Ca 33.9 1.3
Mg 14.6 0.5
H 43.2 1.6
Na 0.8 0
Potassium (K)
M3
87 ppm
Calcium (Ca)
M3
251 ppm
Magnesium (Mg)
M3
65 ppm
Sulfur (S)
M3
10 ppm
Boron (B)
M3
0.2 ppm
Copper (Cu)
M3
0.4 ppm
Iron (Fe)
M3
118 ppm
K/Mg Ratio: 0.41 ❑
Manganese (Mn)
M3
44 ppm
Ca/Mg Ratio: 2.32 ❑
Zinc (Zn)
M3
1.3 ppm
Sodium (Na)
M3
7 ppm
Soluble Salts
Organic Matter
LOI
6.3%
Estimated N Release
150 Ibs/acre
Nitrate Nitrogen
SOIL FERTILITY GUIDELINES
Crop : Trees -Evergreen Yield Goal : 0 Rec Units: LB/ACRE
(Ibs) LIME (tons)
N
P20,
K 20
Mg
S
B
Cu
I Mn
Zn
Fe
3000 1.5
100
110
94
0
19
1.0
0.2
1 0
1.4
0
Crop : Rec Units:
Comments :
Trees -Evergreen
M3 - Mehlich 3 SMP - SMP Buffer pH LOI - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Virginia, Inc.

Waypointo
ANALYTICAL
Client
Land Resource Management
PO Box 9251
Asheville NC 28815
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
"Every acre... Every year®' www•waypointanalytical.com
Grower:
Mulberry Farms
Madison, NC
Report No:
Cust No:
Date Printed:
Date Received
PO:
Page
Lab No: 01524 Field: Sample ID: 4
SOIL ANALYSIS
23-104-0687
05888
04/17/2023
04/14/2023
Limestone application is targeted to bring soil pH to 6.2.
Apply dolomitic lime to raise pH and improve the magnesium level.
Broadcast boron using Borax and mix into the soil to raise boron level. Note boron should not be applied in the band
near the plant.
Broadcast copper using copper sulfate and mix into the soil to raise copper level. Copper may be applied more
efficiently in the band near the plant.
All recommended fertilizers are on actual elemental basis. To convert to product basis, divide the recommended
quantity in the first page by the percentage of the active ingredient then multiply by 100.
For best result, if there are no existing plants, broadcast all lime then till and mix 6 inches into the soil. Limit the lime
application to 50 pounds per 1000 sq. ft. for existing plants, apply every 4-6 months until the recommended amount is
fulfilled.
Phosphate is more efficient if applied near the plant, apply all phosphate beside the row. Broadcast N and/or K20 then
mix into the soil. If there is no fertilizer meets the ratio, you can use single element fertilizer such as Urea, Triplesuper
Phosphate and Muriate of Potash to achieve the requirements. Consult the enclosed instruction sheet on lime and fertilizer
application.
Use Ammonium Sulfate as N source to supply sulfur.
Broadcast zinc sulfate and mix into the soil to raise zinc level. Zinc may be applied more efficiently in the band near the
plant.
Apply the amount of lime recommended in first page to raise pH
For transplants incorporate 60# actual N per acre prior to planting or 60# actual N per acre two weeks after planting.
*** after the second year apply 30# actual N in spring and 30# actual N per tree in fall until harvest.
Use dolomitic limestone to correct the pH.
M3 - Mehlich 3 SMP - SMP Buffer pH LOI - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Virginia, Inc.