SLAS7824_APPLICATION_INITIAL_2023

APPLICATION FOR A PERMIT TO OPERATE A SEPTAGE LAND APPLICATION SITE
North Carolina Department of Environmental Quality
Division of Waste Management — Solid Waste Section
1646 Mail Service Center, Raleigh, NC 27699-1646
Site and Operator
1 Applicant
Address
2.
Phone
Contact person for site operation (if different from applicant): baVLrl VVLknjC-
Title or position bvljncr Phone Rio (A�) %Pq3
Address H'1 L-a o k-U p r'
3. Landowner 13ri � (
Address
4. Site Location:
Directions to
Road N
P(ii- Ce. I 1) t- Cr%-Un k-r) tom- Mj Xr
5. Indicate whether request is: new renewal mbdification
For a permit renewal or modification, provide the following information:
Existing site permit number: permit expiration date:
V.
Number of acres meeting the requirements of the N.C. Septage Management Rules: � acres.
7. S ses other than septage or grease trap pumpings previously disposed of on the site:
a) None or (b) Attach a list indicating other substances, the amounts discharged,
anttr& dates of discharge.
8. Attach written, notarized landowner authorization to operate a septage disposal site signed by the
landowner (if the permit applicant does not own the property). If a corporation owns the land
use a corporate landowner authorization form. If Limited Liability qLCInany owns the land,
use a limited liability company landowner authorization form. ``
9. Attach site evaluation report, including aerial photograph and soil analysis with metals results,
unless the Division prepared the report. "' '(' V"
10. Attach a vicinity map (county road map showing site location).
(over) a C_,r _��

It. Site Management Information:
1. The faJlawing information Shall be inoluded with the application fOr :
(a) Nutrient Management Plan
(b) Stud Eros[-un and Runoff Control Plan
2. Alternative plan for dis s I d ention f y.rity parmIt number or Ste ter realment plant
authorisation);
3. Types of septage proposed to be discharged at the site (check II that apply),
(a) Domestic septage pumped trom sepkic tanks —
(b) Grease trap pumpings J te, r
(o) Portable toilet waste
(d) Commercial I Industrial septage P -,�-" t C
Aqt1J1r'
4. Froposed trealment me hod of each type of septage to be land applied (lase additional paper to r ,�
explain if nowssary}: h ' akct
5. Proposed method of applying septage to Iand, In ludiag ptage distributic n plan if regrtired ' (use
a€iditionaloamrtoexplain. ifn8cessarv): �M?I�
6. Demonstration from the appropriate state or federal government agency that the land application
sfte complies with the Endangered Species Law"' or if any park of the site specified is not
agricultural la rid (use additional paper to explain if necessary):
Cal rp
111. Certification
I hereby cerkify [bat: .
i, The information prWded on this appIical5on is true, complete, a correct to Me best of my
WWedge.
2. 1 have read and understand the N.C. Septage Management Rules, and
3. 1 am avrare of the potential consequences, including penalties and permit revocation, for failing
10 fo wall applicable os and the co
onditions of a Septaga Land Appkioatian Site permit,
Signature oFoarWnyoft at urrea� Date
Pent name Title
Note: This 0ppileatlon 411 nut be reviewed until all parts of the application are comPlets,
i Refer to SnUon =7�ej of the N.C. Septaga Martagemnt mules.
'* Refer to $Kilon 4837�gj of the hl.ta. Septage Management Rules.
S.Salyd 4Vastekc[alseptage forrris%SL6S-AppI icauon & A,uthorrzatior%ZLA5 PermitAppllcaWp)-Jain 2416,ducx
Rev 01-07.16
Scanned with am canner

ROBE SON COUNTY
COMMUNITY DEVELOPMENT
Dixon Ivey, Jr., CZO,.CIFM
Director
Jackie S. Eason, CZO Robyn Ramsay, CZO AmberB. Davis, CZO Meagan N. Hendren, CZO-
Assistant Director Code Enforcement' hazard Mitigation Specialist Planner I
Review Officer Review Officer Review Officer
Lezle Brewer Richard Cummings James Locklear, CFM
Permlt Cleric CEO CEO
March 30, 2023
Mr. Gavin Hunt & Concerned
197 Laudell Dr.
Shannon, NC 28386
Reference: Parcel # 280301004
Mckenzie Sampson
•Zoning Clerk
Adrian Freeman Ian Locklear
CEO Minimum housing
Inspector
Please be advised that the parcel stated above located off NC Huey 904 Fairmont, NC and being
owned by Pearl I. Bass is within the Zoning Jurisdiction of Robeson County. The property is
presently zoned Residential Agricultural (R-A).
Per Robeson County Zoning Ordinance 4.3 Article IV:
Publicly or Privately maintained solid waste containers, aka green boxes so long as said
containers, aka green boxes and the parcel they are situated on conform to all State and Local
Laws and Ordinances. The land application of residential/poultry/agriculture residuals such as
septic tank and sludge from sewage treatment facilities so long as the application complies with
all state and federal regulations and is not applied within 500 feet of any residence.
Use of this property as a septage Land Application Site must stay in accordance to the North
Carolina General Statues regarding Septage Management.
Should you have any more questions as it pertains to this matter, please feel free to contact us at
the above address or telephone number.
Warm Regards
C�CU`�4 & `dW
Jackie S. Eason
Asst. Director RCCD
HDUjse
701 N. Elm Street ♦ Lumberton, North Carolina 28358 a Phone [phone]
www.co.robeson.nc.us

01
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Nutrient Management Plan For Septage Applications to
Coastal Bermudagrass and Small Grains
Prepared for:
Gavin James Hunt
Hunt Septic Cleaning
197 Laudell Dr.
Shannon, NC 28386
(910) 640 - 9293
A. General Information
1. Sampling of septage for waste analysis, NCDA & CS soil sample for nutrient and metals
to be done annually.
2. Total of 17 acres is the septage application site and will be treated as one field.
3. Dominant soil series is Wakulla (WkB).
4. Septage will not be applied where the site is untrafficable or a loaded truck leaves a
depression 3 inches or greater and/or soil moisture is too great to adequately absorb the
septage.
5. Septage storage shall be provided to account for the average volume of septage pumped
per week, or an alternative plan, such as disposal at a waste water treatment plant, should
be in place.
B. Crops to be grown and approximate planting and harvesting times.
1. The field is already established in hybrid bermudagrass. The recommended rate of
Nitrogen to apply is between 40-60 pounds per acre after each cutting of hay to maintain
the stand. This would be 3-4 times or 120-180 pounds per year. If septic waste meets this
requirement, then no additional nitrogen is recommended.
2. Areas that develop with less than 80% groundcover by Bermuda will be re -sprigged with
bermuada at a rate of 40-60 bushels per acre in the month of April. Sufficient ground
cover of the approved crop (Bermuda/small grains) is required for land application to
occur.
Y45
Each year thereafter, the field will be overseeded with a or wheat at a rate
of 100-1201bs per acre in October or November.
FvA Alv"L-e,4t- kit/i 9
RASt5F &S ARL��4���
(0-75T 1A (.0 -,�2 S ;3

C. Nitrogen needs for crops grown
R.Y.E. = Realistic Yield Expectations
N application rate = suggested N application rate based on RYE for soil type
Cry
R.Y.E.
N app rate
lbs/acre
Small grains
Wheat or Rye
--
34 busW acre
x 2.42 lb shel =
�.
8 X.
Hybrid bermuQdagrass 3.9 t cre x 50 /ton = Q
�9 �Rq:55���i�%�
Total possible N application = / 277.28 lbs/acre f
1C`?�
D. Relative application rates for the field -�zs-IIzS
-
Month
Field _
January
Low
February
Low
March
Medium
April
High
May
Medium
June
High
July
High
August
Medium
September
Medium
October
Low
November
Low
December Low
None = 0 gallons; Low = 5,000 gallons; Medium = 10,000 gallons; High = 15,000 gallons
NOTE: Cumulative application rate is not to exceed the permitted application rate. Annual
application rate is not to exceed 50,000 gallons per acre.
E. Application Method
The preceding information is based on septage being evenly applied over the entire
permitted site using normal septage application equipment.
F. Additional Fertility Requirements
Additional nitrogen supplied will not exceed the Total N requirement of the crop.
Phosphorus and potassium will be added in accordance with the soil test results for the crops
grown.

G. Harvest of the crops and their use
1. The bermuda grass will be cut as hay and baled whenever it reaches approximately 12-18
inches in height or roughly every 4 to 6 weeks beginning in June. At least three harvests
will be made from each field each year unless under drought conditions.
2. The small grains will be cut as hay and baled in March - May of each year.
3. Records and amounts of round or square bales harvested from site will be kept, as will
yields from the small grains after each harvest.
4. The septage applied forage will be harvested by contracting a third party to cut and
harvest the hay for animal feed.
5. A 30-day waiting period must be observed between the last application of septage and
harvest. This site is managed as one field and the required 30-day waiting period shall be
followed by utilizing an alternative disposal location such as a wastewater treatment
plant.
H. Weed Control
Weed control may be needed in order to maintain 80% groundcover and to produce the
realistic yield expectations for the approved crop stand. Weed control may be obtained
through different methods (mowing or herbicides) or a combination of methods. For
specific recommendations, proper identification of the weed or weeds is necessary. The
local cooperative extension agent or regional agronomist may be contacted for advice.
I. Buffers
1. Soil erosion and runoff control plan - Given that slopes on this site do not exceed five
percent, a 50 foot buffer, planted in bermuda and small grains, should suffice to prevent
septage waste from migrating off of the fields. (More severe site conditions could require
that soil erosion structures be installed before septage can be applied).

Submitted by: Hunt Septic Cleanin T
Signature: Date:
Signature:
Date:
Plan prepared by: Taylor Chavis Date: 04-12-23
Robeson County
Livestock Extension Agent
P.O. Box 2280
Lumberton, NC 28359
910-671-3276
Email: tavlor chavis�;ncsu.edu
Signature: Date:
04-12-23

ii)�
[208871
GAVIN JAMES HUNT
P-1
ZONE 1 852777WW 1 155
ZONE 2 1852778WW 1 194
Soil Analysis Report - NCDA Index
Waters Agricultural Laboratories, Inc
364 W. Park Drive I Warsaw, NC 28398- 1 Phone [phone]
Grower: GAVIN JAMES HUNT
Farm: HUNTS SEPTIC CLEANING LAN
LID:
Test Method: Mehlich III
K-1 Mg (%) Ca (%) pHw Ac S-1 Zn-I Zn-AI Mn-I Mn-AI Cu-I
40 9 63 6.1 1.0 23 304 304 88 0 150
102 11 62 6.3 1.4 33 260 260 94 0 132
Explanation of Symbols - % (percent), -1 (Index); Sodium (Na) and CEC reported in meq/100cm3 (milli -equivalent per 100 cubic centimeters)
Abbreviations: Ac (Acidity), CEC (Cation Exchange Capacity), BS (Base Saturation), HM (Humic Matter), ESP (Exchangeable Sodium Percentage)
ZONE 1 NO CROP
ZONE 2 NO CROP
Explanation of Symbols - Ibs/A (pounds per acre)
ccl 1q `Z�r( v6nq, ( lrcwt�v ..
Received: 4/5/2023
Na ESP CEC
0.1 1 4.3
0.2 1 7.1
Page 1
Target pH: 6
Processed: 4/7/2023
BS (%) HM (%) Soil Class
77 0.63 =Min
80 0.52 Min
NCDA Soil Fertility Recommendations (Ibs/A)
Lime N P205 K20 T Mg S B Zn Mn Cu See Note
Tons/Acre Nitrogen Phosphate Potash Magnesium Sulfur Boron Zinc Manganese Copper
- 25 —
Fertilizer recommendations are based on the philosophy and recommendations of the NCDA Agronomic Division
DWO Laboratory Certification Number 635
This document may be reproduced only in its entirety. Waters Agricutural Laboratories has no control over the manner in which samples are taken, therefore, analysis is based solely on the sample as received. Laboratory liability is limited to the fee assessed on the referenced sample.

WAT RS IC RAL Soil Analysis
LA OR EE NC.
Waters Agricultural Laboratories, Inc W&Sc'
364 W. Park Drive I Warsaw, NC 28398- 1 Phone [phone]
BDL = Below Detection Limit -- = Analysis Not Performed For Analyte
This document may be reproduced only in its entirety. As we have no control over the manner in which samples are collected, the analysis is based solely
upon the samples as received. Liability is limited to the fee assessed on the referenced samples.

WAT RS IC RAL Soil Analysis
LA OR EE NC.
Waters Agricultural Laboratories, Inc W&Sc'
364 W. Park Drive I Warsaw, NC 28398- 1 Phone [phone]
BDL = Below Detection Limit -- = Analysis Not Performed For Analyte
This document may be reproduced only in its entirety. As we have no control over the manner in which samples are collected, the analysis is based solely
upon the samples as received. Liability is limited to the fee assessed on the referenced samples.

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
www.haloweiisoll.com
22 March 2023
Gavin Hunt
Reference: Preliminary Soil Investigation
NC HWY 904; PIN 925492521500
Dear Mr. Hunt,
A site investigation has been conducted for the above referenced property, located on the
western side of NC HWY 904 in Robeson County, North Carolina. The purpose of this
investigation was to determine the site's ability to support septage land applications. All septage
application suitability determinations were made in accordance with "SEPTAGE
MANAGEMENT, 15A NCAC 13B .0841". This report represents my professional opinion as a
Licensed Soil Scientist but does not guarantee or represent permit approval for any lot.
This property was observed to be underlain by a mixture of soils that range from suitable
to unsuitable for septage application (see attached map). The soils shown as suitable on the
attached map were typically observed to be friable sandy loams with wetness conditions
observed more than 36 inches below ground surface and friable sandy clay loams with wetness
conditions observed more than 30 inches below ground surface.
The unsuitable soil area is so rated due to inadequate soil depth to soil wetness conditions
and regulatory setbacks. Included within the unsuitable area are the following setbacks: 500 ft
from a well, 200 ft from ponds, 100 ft from groundwater lowering ditches and devices, 50 ft
from adjoining properties under separate ownership, and 50 ft from wetlands.
The soils underlying this property appear capable of supporting the application of septage
to approximately 17 acres within the client's indicated area of interest. I appreciate the
opportunity to provide this service and trust that you will feel free to call on me again in the
future. If you have any questions or need additional information, please contact me at your
convenience.
L ©I'Y,�,
Sincerely,
"W/
Britt Wilson
cJ�
Soil Associate III
)9/� Al—e�
Hal Owen
Licensed Soil Scientist
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

County of Robeson, NC
f � �
z
L\ rbVNc7 C: .
t� r
4
MAPNO
280301004
PIN NUMBER
925492521500
PARCELTYPE
Base Parcel
CONFLICTNOTATION
DEEDEDACRES
0
OWNERTYPE
null
STATUS
null
OLDMAPNO
2803-01-004
NUMMOD
null
LOT
null
NBHD CODE
28001
TAX YEAR
2022

PAR CODE
MAP
9254
SUBMAP
BLOCK
92
PARCEL
5215
SUBPARCEL
00
PHYLOCAT
78784
CITYCODE
ROUTENUM
0
OWNERID
38203003
CUROWNID
38203003
OWNAM1
BASS PEARL I
OWNAM2
OWNAM3
OWADR1
6611 NC HWY 904
OWADR2
OWADR3
OWADR4
OWCITY
FAIRMONT
OWSTATE
NC
OWZIP
283400000
STNUM
0
STSUFFIX
STDIR
STNAME
STTYPE
STDIRSUF
UNITNO
DEEDACRE
60
MAPACRE
60
DISTCODE
20
TOWNCODE
28
PARDESC3

PARDESCI
V 20
NBHCLASS
NBHCODE
28001
EXEMCODE
DEEDBOOK
null
DEEDPAGE
null
DEEDYEAR
null
PLATBOOK
null
PLATPAGE
null
DATESOLD
null
LEGDESCI
AC ASHPOLE
LEGDESC2
LEGDESC3
PARDESC4
GROUPPAR
925492521500
REQREVIEW
PHYSTRADR
SCHCODE
0
AREACODE
1
LNDASVCUR
64300
IMPASVCUR
0
QUALCODE
null
RECTYPE
null
SALEAMT
null
SALEINST
null
DEEDSTMP
null

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—

HAL OWEN & ASSOCIATES, INC.
Preliminary Soil Investigation
NC HWY 904; PIN 925492521500
22 March 2023
Scale 1 in = 300 ft
Distances are paced
and approximate
Soil Map
N
Soil Map Legend
w - r
Suitable Soils
■
Unsuitable Soils
'?
Potential Wetland
Pond
r
XX
— —
Drainage Ditch
�i�fudy
NC HWY 904
D
EL
NC HWY 41
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
www.halowensoil.com
25 May 2023
Reference: Preliminary Soil Investigation
NC HWY 904; PIN 925492521500
PROFILE I
HORIZON
DEPTH
(IN)
COLOR
1941 SOIL MORPHOLOGY
OTHER PROFILE FACTORS
MOIST
CONSIS
S
TENCE
.1941(a)(1)
TEXTURE
.1941(a)(2)
STRUCTURE
1941 (a)(3)
MINERALOGY
0-8
1 OYR 4/2
VFR
LS
GR
NEXP
.1940 LANDSCAPE POS & SLOPE%
CV / 6%
8-28
10YR 6/4
VFR
LS
GR
NEXP
.1942 SOIL WETNESS CONDITION
NA
28-42
7.5YR 5/8
FR
SL
GR
NEXP
.1943 SOIL DEPTH
48"
42-48+
10YR 5/8
VFR
LS
GR
NEXP
.1956 SAPROLITE CLASS
NA
.1944 RESTRICTIVE HORIZON
NA
PROFILE CLASSIFICATION
S
LTAR
NA
COMMENTS
PROFILE 2
HORIZON
DEPTH
(IN)
COLOR
.1941 SOIL MORPHOLOGY
OTHER PROFILE FACTORS
MOIST
CONSIS
TENCE
1941(a)(1)
TEXTURE
1941(a)(2)
STRUCTURE
1941 (a)(3)
MINERALOGY
0-8
1OYR 4/2
VFR
LS
GR
NEXP
.1940 LANDSCAPE POS & SLOPE%
R / 4%
8-20
10YR 6/4
VFR
LS
GR
NEXP
.1942 SOIL WETNESS CONDITION
NA
20-48+
7.5YR 5/8
FR
SL
GR
NEXP
.1943 SOIL DEPTH
48"
.1956 SAPROLITE CLASS
NA
.1944 RESTRICTIVE HORIZON
NA
PROFILE CLASSIFICATION
S
LTAR
NA
COMMENTS
PROFILE 3
HORIZON
DEPTH
(IN)
COLOR
.1941 SOIL MORPHOLOGY
OTHER PROFILE FACTORS
MOIST
CONSIS
TENCE
.1941(a)(1)
TEXTURE
.1941(a)(2)
STRUCTURE
1941 (a)(3)
MINERALOGY
0-6
1OYR 4/2
VFR
LS
GR
NEXP
.1940 LANDSCAPE POS & SLOPE%
L / 5%
6-26
1OYR 6/4
VFR
LS
GR
NEXP
.1942 SOIL WETNESS CONDITION
NA
26-38
7.5YR 5/8
FR
SL
GR
NEXP
.1943 SOIL DEPTH
38"
38-48+
7.5YR 5/8
FR
SL
SBK
NEXP
.1956 SAPROLITE CLASS
NA
.1944 RESTRICTIVE HORIZON
NA
PROFILE CLASSIFICATION
S
LTAR
NA
COMMENTS
10YR 6/1 mottles start at 38" and increase with depth
Soil Science Investigations * Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
PROFILE 4
HORIZON
DEPTH
(IN)
COLOR
1941 SOIL MORPHOLOGY
OTHER PROFILE FACTORS
MOIST
CON
TENCE CE
1941(a)(1)
TEXTURE
1941(a)(2)
STRUCTURE
.1941 (a)(3)
MINERALOGY
0-5
1 OYR 4/2
VFR
LS
GR
NEXP
.1940 LANDSCAPE POS & SLOPE%
CC / 6%
5-24
10YR 6/4
VFR
LS
GR
NEXP
.1942 SOH, WETNESS CONDITION
NA
24-34
7.5YR 5/8
FR
SL
GR
NEXP
.1943 SOIL DEPTH
48"
34-48+
10YR 5/8
VFR
LS
GR
NEXP
.1956 SAPROLITE CLASS
NA
.1944 RESTRICTIVE HORIZON
NA
PROFILE CLASSIFICATION
S
LTAR
NA
COMMENTS
PROFILE 5
HORIZON
DEPTH
(IN)
COLOR
.1941 SOIL MORPHOLOGY
OTHER PROFILE FACTORS
MOIST
CON
TENCE CE
1941(a)(1)
TEXTURE
1941(a)(2)
STRUCTURE
.1941 (a)(3)
MINERALOGY
0-8
10YR 4/2
VFR
LS
GR
NEXP
.1940 LANDSCAPE POS & SLOPE%
CC / 4%
8-25
10YR 6/4
VFR
LS
GR
NEXP
.1942 SOIL WETNESS CONDITION
NA
25-40
7.5YR 518
FR
SL
GR
NEXP
.1943 SOIL DEPTH
48"
40-48+
10YR 5/8
VFR
LS
GR
NEXP
.1956 SAPROLITE CLASS
NA
.1944 RESTRICTIVE HORIZON
NA
PROFILE CLASSIFICATION
S
LTAR
NA
COMMENTS
PROFILE 6
HORIZON
DEPTH
(IN)
COLOR
1941 SOIL MORPHOLOGY
OTHER PROFILE FACTORS
MOIST
CONSIS
TENCE
.1941(a)(1)
TEXTURE
1941(a)(2)
STRUCTURE
1941 (a)(3)
MINERALOGY
0-7
10YR 3/2
VFR
LS
GR
NEXP
.1940 LANDSCAPE POS & SLOPE%
DW / 5%
7-20
10YR 6/4
VFR
LS
GR
NEXP
.1942 SOIL WETNESS CONDITION
40"
20-40
10YR 5/3
FR
SL
GR
NEXP
.1943 SOIL DEPTH
48"
40-48+
10YR 5/2
FR
LS
GR
NEXP
.1956 SAPROLITE CLASS
NA
.1944 RESTRICTIVE HORIZON
NA
PROFILE CLASSIFICATION
S
LTAR
�NA
COMMENTS
10YR 6/2 mottles start at 40"
Soil Science Investigations * Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
PROFILE 7
HORIZON
DEPTH
(IN)
COLOR
1941 SOIL MORPHOLOGY
OTHER PROFILE FACTORS
MOIST
CON
TENCE CE
1941(a)(1)
TEXTURE
1941(a)(2)
STRUCTURE
.1941 (a)(3)
MINERALOGY
0-6
1 OYR 4/2
VFR
LS
GR
NEXP
.1940 LANDSCAPE POS & SLOPE%
CV / 6%
6-20
10YR 6/4
VFR
LS
GR
NEXP
.1942 SOIL WETNESS CONDITION
NA
20-46
7.5YR 5/8
FR
SL
GR
NEXP
.1943 SOIL DEPTH
48"
46-48+
10YR 5/8
VFR
LS
GR
NEXP
.1956 SAPROLITE CLASS
NA
.1944 RESTRICTIVE HORIZON
NA
PROFILE CLASSIFICATION
S
LTAR
NA
COMMENTS
PROFILE 8
HORIZON
DEPTH
(IN)
COLOR
.1941 SOIL MORPHOLOGY
OTHER PROFILE FACTORS
MOIST
CONSIS
TENCE
.1941(a)(1)
TEXTURE
1941(a)(2)
STRUCTURE
1941 (a)(3)
MINERALOGY
0-4
1 OYR 4/2
VFR
LS
GR
NEXP
.1940 LANDSCAPE POS & SLOPE%
CV / 7%
4-22
10YR 6/4
VFR
LS
GR
NEXP
.1942 SOIL WETNESS CONDITION
NA
22-46
7.5YR 5/8
FR
SL
GR
NEXP
.1943 SOIL DEPTH
48"
46-48+
10YR 5/8
VFR
LS
GR
NEXP
.1956 SAPROLITE CLASS
NA
.1944 RESTRICTIVE HORIZON
NA
PROFILE CLASSIFICATION
S
LTAR
NA
COMMENTS
PROFILE 9
HORIZON
DEPTH
(IN)
COLOR
1941 SOIL MORPHOLOGY
OTHER PROFILE FACTORS
MOIST
CON
TENCE CE
1941(a)(1)
TEXTURE
1941(a)(2)
STRUCTURE
.1941 (a)(3)
MINERALOGY
0-8
10YR 4/2
VFR
LS
GR
NEXP
.1940 LANDSCAPE POS & SLOPE%
FS / 3%
8-28
10YR 6/4
VFR
LS
GR
NEXP
.1942 SOIL WETNESS CONDITION
NA
28-36
10YR 5/6
FR
SL
SBK
NEXP
.1943 SOIL DEPTH
48"
36-48+
10YR 5/6
FR
L
SBK
NEXP
.1956 SAPROLITE CLASS
NA
.1944 RESTRICTIVE HORIZON
NA
PROFILE CLASSIFICATION
S
LTAR
�NA
COMMENTS
Soil Science Investigations * Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
PROFILE 10
HORIZON
DEPTH
(IN)
COLOR
1941 SOIL MORPHOLOGY
OTHER PROFILE FACTORS
MOIST
CON
TENCE CE
1941(a)(1)
TEXTURE
1941(a)(2)
STRUCTURE
.1941 (a)(3)
MINERALOGY
0-6
1 OYR 4/2
VFR
LS
GR
NEXP
.1940 LANDSCAPE POS & SLOPE%
CC / 6%
6-20
10YR 6/4
VFR
SL
GR
NEXP
.1942 SOIL WETNESS CONDITION
31"
20-31
10YR 5/6
FR
L
SBK
NEXP
.1943 SOIL DEPTH
48"
36-48+
10YR 5/6
FR
SCL
SBK
NEXP
.1956 SAPROLITE CLASS
NA
.1944 RESTRICTIVE HORIZON
NA
PROFILE CLASSIFICATION
S
LTAR
NA
COMMENTS
10YR 7/2 mottles start at 31" and increase with depth
PROFILE 11
HORIZON
DEPTH
(IN)
COLOR
1941 SOIL MORPHOLOGY
OTHER PROFILE FACTORS
MOIST
CONSIS
TENCE
.1941(a)(1)
TEXTURE
1941(a)(2)
STRUCTURE
1941 (a)(3)
MINERALOGY
0-7
1OYR 4/2
VFR
LS
GR
NEXP
.1940 LANDSCAPE POS & SLOPE%
CV / 3%
7-19
1OYR 6/4
VFR
LS
GR
NEXP
.1942 SOIL WETNESS CONDITION
NA
19-44
7.5YR 5/8
FR
SL
GR
NEXP
.1943 SOIL DEPTH
48"
44-48+
10YR 5/8
VFR
LS
GR
NEXP
.1956 SAPROLITE CLASS
NA
.1944 RESTRICTIVE HORIZON
NA
PROFILE CLASSIFICATION
S
LTAR
NA
COMMENTS
SOIL Scr
D �YF �
9%� 11Q2 P¢O
Sincerely,
Britt Wilson
Soil Associate III
Hal Owen
Licensed Soil Scientist
Soil Science Investigations * Wetland Delineations, Permitting, and Consulting

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