WQ0024046_Application_20190226

The following items are included in the Supporting Documents:
1. Topographic Location Map
2. Watershed Classification Attachment
3. On -Site Wastewater Treatment System Supporting Calculations
4. Water Balance with 30-year Average for Precipitation
5. Water Balance with 80"' Percentile Precipitation for each Month
6. Soil Scientist Report
7. Ownership Documentation
8. Narrative Description
9. Process & Instrumentation Diagram

m ZZ,
r - .
-AP
A4 I I ;J,
L
WA%' I II
!4
Q
YOM
N do,
14
A
NI
Qk
IN,
1}j
k-"
�4
f
r
,77F
IN
t%v
-"
4
-"
-jr
E%
MA
' S.
�17
IN-
d-D Tq*Qnh Cup3l4k @ On DdAnm YmnowWh ME 04196 Swme WIL USGS 693 ft Scale: 1: 24000 Deb& L34 Dabm- WGS34
I
Topographic Location Map

DEC-12-2003 13:09 FROM: TO:989103970812 P:2/2
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to WS form will result in the application being returned.
(PHIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project wi11 be located, you are required to
subit thus form, with Itcros 1 through 8 completed, to the appropriate pivision of Water Quality Regonal of
mCe
Water Quality Supervisor (see Pago 2 of 2) prior to submittal of the application for review. At a minima 16 you must
include an 8.5" by 11" copy of the portion of a 7.5-minute USGS Topographic Map thtat shows the surface waters
immediately dovvrwlopc of the project. You must identify the location of the project and the closest downslopc
surface waters (waters for which you are requesting the classification) on the submitod map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may pot be submitted until this form !s completed by the appropriate
regional office and included with the submittal,
1. Applicant's name (name of the municipality, corporation, individual, etc.): Glory Ridge Inc
2. Name and complete address of applicant: Glory Ridge
106 Woodbourne Road
City: Greensboro State: NC Zip: 27410-5534
Telephone number: ( 336 ) r. 29.Q16 Facsimile number:( 336) 856-7160
3. project name (name of the subdivision, facility of estabbshmem, etc.): Car►GIoTRid e
4. County where project is located: Madison
5. Nan e(s) of closest surface waters: _.. _..ETA? —
6. River basin(s) in which the project is located"e�pcjaxo
7. Topographic map ]name and date: ISJarsball (NC,1. lyyu_s s�vo��vu nc
g. North Carolina Professional l ngincer's scat, signs` c; and date:
f SEALJUN
a
TO: REGIONAL OM. C)✓ 'WATER 'QUALM
S�'€�'ISO>�
please provide the with the classification(s) of ite surface waters, watershed(s),' and appropriate river " sin(s) where
these activities will occur, as identahed on the attached map segment:
Nam(s) of surface waters and river basin(s):. _ =>i p $3oad ver 6�(54 5Z
Classificntion(s) (9,9 established by the EMC):
proposed classification(s), if, applicable
River basin buffer rules, if applicable:
Signature of regional office personnel:
FORM: WSCA 10/99
Mud
Page 1 of 2

Camp Glory Ridge
On -site Wastewater Treatment System
4 Supporting Calculations
May 28, 2004
Design Data
Type of Establishment:
Benchmark =
Elevation =
feet, MSL
Number of Campers =
Design Flow Rate per Camper =
gpd/person
Weeks of Operation per Year =
weeks
Days of Operation per Week =
days
Days of Wastewater Application =
days
Tank Design Flow =
1,200 gpd
Biofilter Design Flow =
1,200 gpd
Drip Field Design Flow =
1,200 gpd
Soil Group =
*Recommended Application Rate =
inches per week
Design LTAR:
g/ftZ/day
Design Application Rate =
inches per week
Storage Required by Water Balance = gallons
Storage Proposed = gallons
Design Notes:
The camp operates 10-12 weeks per year during the summer months.
Typical group size is approximately 20 campers and staff.
The camp kitchen includes two sinks. No dishwaster or garbage disposal.
The bath house includes six sinks, six toilets and four showers. The fixtures are low flow.
Application rate as specified by W.R. Dunlop, CP.S.S.
SE AC
-4�
[Per 15A NCAC 2H .02191
Septic Tank (pre -fabricated concrete) [Per 15A NCAC 18A .1952 & .1954]
1.17
Minimum Capacity Required = 1,904 gallons (P= Q + 500)
Nominal Tank Size Selected = gallons
Total Depth = feet, I.D.
Storage Depth = inches
Freeboard = 11.00 inches
Actual Length = feet, I.D.
Maximum Width = 5.25 feet, I.D. (9=I✓2 max)
Actual Width =11111IMfeet, I.D.
Working volume = 1,996 gallons
Average Tank Wall Thickness = inches
Tank Top & Bottom Thickness = inches
Average Baffle Wall Thickness = inches
Page 1

Emergency Storage Volume Available = 360 gallons
emergency storage volume is not used for S day storage requirement and includes the volume
above the normal wastewater elevation per 1 SA NCAC 18A.
Pre -Treatment Unit [Per IWWS-98-1]
Type of Pre -Treatment: 'o
Flow Per Module = gpd
See attached Envirofilter Data
Proposed Grade for Bottom of Filter = jNjN= feet, MSL
Filter Inlet Elevation = 1,732.03 feet, MSL
Page 2

i
Surface Drip Irrigation
8
Total Design Flow = 1,200 gpd
Soil Loading Rate (LTAR) = 0.096 g/ft2/day
Drip Irrigation Field Area Required = 12,487 ft2, minimum (Design flow/LTAR)
Pre -Treatment Deduction Allowed =MMM %
Adjusted Field Area Required = 12,487
Number of Drip Irrigation Fields =mom
Drip Irrigation Field Area Provided = 12,560
Field No. 1- Upper Drip Field:
Width of Irrigation Field = feet
Length of Irrigation Field = feet
Irrigation Field Area = ft2
Design Flow = 589 gpd
Number of Irrigation Zones =
Drip Tubing Selected
Drip Field Cover Crop =MhNIMM
All ble Nitro en Loading = Ibs/acre/year (Range 100 to 250)
owa g
Total Nitrogen in Wastewater = mg/L (Earthteck Test Data)
Plant Available Nitrogen in Drip Field = 52
Ibs/acre/year
Spacing for Emitters =
feet O.C.
Spacing for Drip Laterals =
feet O.C.
No. of Loops for Tubing Run =11
Length of Tubing Run =
280
feet
No. of Tubing Runs for Zone =NEW
Length of Tubing for Zone =
3,080
feet
Number of Emitters for Zone =
1,540
Minumum Pressure at Emitters = psi
Flow Rate per Emitter =100
gph
Flow Rate of Irrigation Zone =
13.60
gpm
Cycles per Day per Zone =
Discharge per Cycle =
49.0
gallons
Duration of Discharge =
3.6
minutes
Instantaneous Hydraulic Loading Rate =
0.013
inches/hour
Annual Hydraulic Loading =
56
inches/year
Irrigation Field Application Rate =
0.096
g/ft2/day
Loading Rate =
0.77
inches per week
Drip Irrigation Field = feet, MSL
Minimum Elevation of
Flow Rate per Run =
1.24
gpm
Dripper Tubing I.D. =
0.55
inches
Flushing Velocity =
2.0
feet per second
Min. Flow Rate for Flush =JIM= gpm
Pressure at end of run =
0.58
psig (at flush manifold)
Friction Loss each Run for Dosing =
21.41
feet
Friction Loss each Run for Flush =
29.90
feet (at minimum rate)
OK
OK
ra
Page 3

I
Field No. 2 - Lower Drip Field :
Width of Irrigation Field = feet
Length of Irrigation Field = feet
Irrigation Field Area = ft2
Design Flow = 611 gpd
Number of Irrigation Zones =
Drip Tubing Selected =
Drip Field Cover Crop =MMEMM
minwahiP Nitmoen Loading = Ibs/acre/year (Range 100 to 250)
MA
OK
Drip Field Dose Tank (pre -cast concrete) [Per 15A NCAC 18A .1952 & .1954]
Dose Volume =MMM gallons
Storage Volume Required = 1,200
gallons
Dose Tank Storage Volume Required = 1,249
gallons
Nominal Tank Size Selected =
gallons
Number of Tanks =
Pump Height =
inches
Total Depth =
feet
Page 4
(5=day storage + dose volume)

K
Low Level Switch Set @ ,, o o „ inches
Storage Depth = 4.33 feet
MR
Design Length =on= feet
I
Maximum Width = 5.25 feet
Design Width = feet
Working Volume per Tank = 1,702 gallons
Total Working Volume = 1,702 gallons
Tank Wall Thickness = inches
inches
Tank Top & Bottom Thickness =11
Avg. Baffle Wall Thickness = inches
Tank Dimensions = 11.50 ft. long
(outside) 6.00 ft. wide
(SD =TD-Low Level)
(W=L/2 max)
6.50 ft. deep (not including top)
weight 26,100 pounds
7
baffle wall weight 0 pounds
total 26,100 pounds
Depth of Soil Overburden =ME= inches
Weight of Soil Overburden = 0 pounds
Min. Liquid Depth in Tank =IINM inches
Weight of Liquid = 5,040 pounds
Depth to Groundwater =1100 inches
Flotation Lift = 17,664 pounds
Anti -Flotation ballast Required = N/R pounds
Existing Grade at Pump Tank = feet, MSL
r
Bottom of Pump Tank Elevation = feet, MSL
Storage Volume
Storage Volume from Dose Tank =
1,702
gallons
Total Storage Volume Available =
1,702
gallons
Storage Volume Required =
1,200
gallons
No. of Storage Days Provided =
1.42
days
Pre -Treatment Unit Discharge Pump (submersible sewage effluent)
Doses per Day =
Timed/Demand Dosing
Volume per Dosing = gallons
Duration of Discharge =01 seconds
Discharge Flow Rate = 8.33 gpm
Discharge Pipe I.D. =Now inches
(for 1 " Sch. 40 PVC)
Minimum Discharge Rate = 5.4 gpm
(for self cleaning)
Elevation Head = feet
Estimated Pipe Length = feet
(pump to chlorinator)
Friction Head = 0.20 feet
Number of Orifices in Plate =
Restriction Plate Orifice Size = inches
Plate Pressure = feet
OK
Page 5

Discharge Flow Rate = 8.34 9Pm
Total Discharge Head = 28.00 feet
Pump Requirements = 9 9pm
28 feet TDH
Pump Selection =
IMH
Flush Return Tank (pre -fabricated fiberglass)

Flush Return Pumps (submersible sewage effluent)
Lead Pump Storage Volume = gallons
Duration of Discharge = minutes
Discharge Flow Rate = 10.60 gpm
Flush Return Pipe I.D. =ON= inches
Minimum Discharge Rate = 9.3 gpm
Flush Pump Elevation = feet
Septic Tank Invert = feet
Flush Return Elevation Head = 121.33 feet
Dose Pipe Length = feet
,-
Volume in Pipe = 30.30 gallons
[w
Dose Pipe Friction Head = 6.34 feet
Total Flush Return Head = 127.67 feet
(SD=TD-Pump Height)
OK
(for 1.25" Sch. 40 PVC)
(for self cleaning)
(flush pump to septic tank)
Page 7

W
O
m
e
3
0
a
v
o
O
Op
� 0 00
c
_3
Cc
K
M
W
-s2
cr
v
� a
°� 0 3 �' �'
CD
W
CT
rt
(D
CD
cr
m
N
Cu
0
0 0
(n n; != O O �/? N
3
CD
su
a
CD
Q
•-�
.�
`�
.7-t
O CD CD
7 p a s
N CD
CD
m
CCD
CD iV CU 0 -0 tv
_M
A N
N
N
N
W
W
W
W
W
A
W
W
NNNN
W
W
W
W
W
A
W
W
nQ.
< Q ^r
0 O 7 �{
O
O
N V
(O
W
CD
A
CD
CA
:1
CA
Cn
CID
io
Cn
W
C31
O
N
W
N
.P
A
�J
O
0W
0)
CA
io
A
CO
CJ1
V
CA
Ul
0
CD
C)t
w
Cat
O
N
W
N
i�
A
? �;
v �
-"
CD N
� O �
to O)
CA
CA
7
— O
O
„�
0. 3 CD CD —
CD CD O CO
@ X CD G
C= O X 11
�. N
11 II
C7 II
;v W
tV
CD
O
O
V
N
W
p
6
O
V
N
GJ
O
V
?
O
CL)
GJ
N
IV
0
CD
CA
C
O
�I
N
W
A
Cn
O
�I
N
i4
O
V
A
O
(D
W
-� p
y
:z r
0
O N
O
o
,fin 1
..
0
O 0
O O •G
Cp II
N
W W
i
W
Q
W
i
W
Q
W
i
W
i
W
Q
W
i
W
Q
W
i
N
CO
W
W
i
W
p
W
i
W
Q
w
i
W
i
W
Q
W
i
w
Q
w
i
N
00
W
i
=
f Gil C11 H
C O O
Cn
C
N
a a to cQ
C a
AP
AA
�O�G�G rS11h
N
N
A
tV
A
W
W
IV
CO
A
W
fV
O
P
W
C
O
P
W
A
W
IV
O
P
W
IV
CO
?
W
A
W
N
tt)
P
co
IV
O
P
W
O
O
W
= CD
3 X
O
n m .,
W
O
W
cD
= a
%
Ci it O W
0 � f31
0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
p3�j
CD
bo
O
bo
co
bo
O
bo
O
w
ao
bo
O
w
O
co
O
0o
O
w
O
bo
O
co
O
co
oo
co
O
to
O
co
O
co
ao
co
O
co
0
Co
co
co
0
co
co
0o
0
co
CID
Q o c'
g
w
W p
0CA CD
n�
i
CDi
N
N
N
N
'M
WD
a�
i
V V
W
�I
cn
W
A
V
0
V
CT
W
A
�I
CA
W
A
-I
0
CT
N
V
CJl
�I
O
W
A
V
0
W
A
�I
0
V
0
W
A
V
L
Lo
A
V
m
N
�l
CA
O
� 3
CD
�
A
W
C � VI
tV
v1111WiWI i I INi iWl4 0l-4
moo ... W W N N O O O
-' W LinN A o W IV Cn N b o O IV
w i Qp o O N W o N CO O A'
T�
N W W N N N N
GpOOOOCoA A
i i i 3 i i i Q
N N W W N N O
A W W IV <J1 IV f0 �
O N W O N CO O
OIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIO1OIOIO
VVVV++IIVVVVVVVVV-I-4V�VVV�
0 0 m 0 0 0 CD m 0 cn m Im m Im CD 0 m 0 0 m 0
co pppppp
iD olio w olw W 0lOIM, W W OI0I0IODI0l0I0ICOI0 0
t
V
IV
1
V
W
1
C>Dcocommmco
CD
I
-�
1
tV
1
O
1
<O
1
i
1
O
1
V
111
1
rno)
Cn
1
Oo
1
V
N
I
VOCcmccmcflmVrnrn
W
t
Co
1
i
1
IV
1
<L)
1
b
1
-'
1
Oi
i
bi
1
W
1
bo
W
C
G
N
N
1
I
1
1
i
0
1
CU1
o
1
O
V
1
C37
0
i
V
-�
t
V
N
1
V
V
1
V
Oo
I
V
i
t
V
0
1
Cn
CID
1
CT
i
1
C37
w
t
0
o
1
U1
V
1
CA
CO
I
V
i
t
V
N
i
V
V
t
V
OD
i
V
-+
V
O
CJ1
OD
O
W
0)
O
W
Cn
W
i
W
V
CA)
W
N
V
GU
W
i
N
P
OD
Ut
W
00
O
CA
W
U)
W
-�
A
W
V
W
0
N
V
OD
W
i?
N
OD
CJl
W
OD
O
CA
O)
W
3 CD
M
i
A
.p
Ut
Ut
CJl
N
Co
Co
A
CJI
A
V
A
CJt
Cn
CA
N
i
CC)
CO
A
CA
A
V
cn
O
N
CQ
o W
c
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C
0
0
0
0
0
0
0
0
o)
O
O
�
<
yCL
�
O
y
Z
n
�
rt
n
ys'b
0
0 i
J.JiN
F
0 f
CD
0
O
O
W
O

M
O
t
r,
d
L.
402
A/ L
Lf. a
O =
V d
L
CD
E a
Uo
00
�3
m
c
d1�O
( j fC7 2
OI
•i�
W
L
M
�
O
N
it
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
O
O
O
O
O
O
O
O
O
CC
U
L
O
O
N
h
C9
NMO
I-
'O
cc
M
CO
n
N
OC
It
N
CV
O
N
cofQ
00
1-
y
E
N
0
m
O
w
m
CO
r
N
m
O
O
M0CATN
C;
O
td
CM
CA
CO
M
CO
T
N
d-MO
M
O
O
O
O
O
1
3
CM
M
M
Ct7
9
L
T
Cn
9�
d'
I
C?
M
CM
9
9
9
CO
to
9 '1
1
v
O
m
CA
t0
0
Cn
N
O
ti
O
O
et
M
r'
00
O
N
tt7
N
O
t�
to
O'
d'
M
�
O�
N
ui
•�
N
T
tC)
T
�
[O
CD
T
f`
C)
�
CO
O
O
N
C[)
T
In
T
to
lA
�
N
d'
T
to
T
n
00
O
T
ti
C>
�
a0
tC)
Co
c0
N
cp
T
to
T
�
CO
�'
m
o
3
0
M
ti
o
0
M
w
N
O
M
o0
N
00
M
M
o
N
O
M
o
N
O
M
0)O
M
O
M
co
N
O
M
o
N
0
M
O'ao
M
N
rn
M
ao
N
O
M
co
O
O
O
2
m
M
Ch
CM
M
Ch
CO
CM
M
M
M
M
M
M
M
M
M
f0
M
M.
M
M
M
M
M
7 J
j
,�C
�'
t0
CC
CO
tD
CO
CO
CD
CO
O
CO
CO
O
tC
O
CD
tG
O
CO
O
CO
CD
O
CO
O
O
O
CO
t0
O
O
CO
O
CO
(fl
CO
't0
CO
O
CO
O
co
CO
co
CD
CO
O
CD
O
.-
r:
t•
r•
�
r:
r`
r;
�
r•-
r•
�
ti
�
r:
ram;
ti
�
t`
n
r`
�
ti
O
ti
r`
C
Q
c
0
0
0
0
0
C7
O
O
O
O
O
O
O
O
O
O
C
O
O
O
O
O
O
N
L
"
W
E
E
0)
CD
et
t
N
I,-
CM
M
N
N
O
0
M
qt
T
to
t
O
N
O
d_
to
V
V
N
h
V
M
Cri
N
N
O
ti
ti
CO
M
�P
r
Co
--
ti
3
Qi
_
r
N
CD
CXi
000�o
T
T
r
T
T
Jr._
6
c6.6~
M
r�
000ToO6c6c6
r
T
T
r
T
cq
N
T
10
E J
O
E
O
M
N
O
T
O
M
M
r
d
O
to
O
O
Co
00
to
CC)
o
0
M
N
d•
O
m
N
O
r
O
M
m
T
O
Co
O
O
to
00
Co
O
O
CO
M
N
X
�ODtnstM�
tnMNr-0n
ti
a0
�'a:
c!
to
M
N
T
N
Cn
=
T
T
r
N
N
N
CV
CV
N
CV
T
T
T
T
T
N
N
N
N
N
N
T
r'
M
�
E a
0
P�
N
to
0
d
M
O
t-
'7
C?
to
t--:
M
�
M
t1)
d
M
to
t`
tC9
r
N
to
to
'et
to
d
CM
to
f`
to
f•
d
M
to
�
�t
M
F-
O C
C6
N
T
h
N
CV
N
N
N
N
CV
N
N
N
N
T
N
N
N
N
N
N
N
N
N
T
N
r
•X O
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
r
r
lO
V
m
N cc
L
'd
y
OC7
Cb
CC)
OO
OD
00
tl0
00
L70
CO
CXi
00
00
O
00
OD
00
CC)
00
00
CO
00
00
Cb
O
O.
00
CO
00
00
O
00
O
co
O
00
O
CO
aD
co
O
Q=
00
CV
CCi
N
00
N
O
N
CK)
N
O
CV
00
CV
00
N
N
N
N
N
CV
CV
N
N
N
CV
N
N
CV
N
N
CV
Y
M
el
O
O�NetN�etN�N�
M
O
M
O
M
M
O
M
CD
M
O
O't
M
O
N
M
d
O
N
M
tt'7
M
O
N
M
O
N
M
rt
T
m 0
d
et
�I
d
st
d
�f
d
tN
z
T
M
00
N
T
CM
O
m
T
M
O
CM
T
M
T
M
O
M
T
M
O
M
T
M
T
M
N
N
T
M
O
M
T
M
O
M
T
M
T
M
O
M
T
M
O
M
T
M
LO
0
M
Q 0
C
O
:; N
Q g m
M
O
h
O
N
O
CC)
-It
C7
N
ti
O
O
O
00
O
N
N
CO
M
C?
O
I`
T
O
M
N O
t+
et
M
N
ti
O
0
CO
00
O
N
N
CO
Co
ti
>(0
p>
0
r'
N
CO
Ch
CM
V)
T
T
O
O
r
CV
M
M 4.4
CM
CM
T
T
C;
o
M
C
O
(t�o
C�D
etDt
�t-o
NO
hMCO
Oft•o
ONGO
ttCooC)
dOd?
rTto
CdO'
dto
MCtOt>
MdO
OrtC')
MNCO
hMCO
o
Otto�
GN
•V Um=
•
Ciomo
m
a
i
"n
M
L
.0)
ca
w=
L
•Q L
21
M 7
Cc
Ci
•L
>
C
>+
O
aEi
a�>
E
U
C
M�
s
•L
>.
C
>+
CD
m.0
C L �>
m
4) C
U a
t6
-�IL�a�-
m
C0
p,
M
7
3
-�a(nozo�U-
0
0
V
0
N
Cp
o
O
a
<
0
0
7
-.5av)
0
m 0
ozo
0
0

pm
Fom
UAW'o
SOIL SCIENTIST REPORT

SOIL SCIENTIST'S REPORT
DRIP IRRIGATION SYSTEM
CAMP GLORY RIDGE
WALNUT, NORTH CAROLINA
Introduction
Camp Glory Ridge is a private summer camp located near the Community of Walnut, in '
Madison County, North Carolina. We understand that the camp operates during the summer
months of June, July, and August, and is closed during the balance of the year. The campers Site
in onsite housing and are fed by an onsite kitchen. Wastewater from the kitchen and bathhouse is
treated and disposed of via a conventional septic tank and gravity fed drainfield. Lately, the
drainfield had shown signs of stress during the latter part of the camp season. The directors of the
camp are proposing to add additional wastewater treatment and disposal capacity by installing
another wastewater treatment system (WWS) that uses pretreatment, disinfection, and surface
drip irrigation disposal.
Site Location, Topography, and Drainage
The camp is located on a ridgetop site with northwest and southeast aspects. It is bordered on
the west by the French Broad River and on the south by Brush Creek. Side slopes on the
property are greater than 50 percent in locations. The portion of the camp proposed for location
of the WWS is on the southwestern portion of the property, on a wooded sideslope position. The
average slope of the site is 38% as measured by Mr. Steve Neas, P.E. This location has a
northwestern aspect. Site erosion and apparent tree age seems to imply that the trees were
removed at some time in the past. Site drainage appears to be generally to the west and south
toward the French Broad River and Brush Creek.
Published Soils Information
A soil survey report for Madison County has not been published at this time, however, most, if
not all, of the county has been mapped by the USDA Natural Resources Conservation Service
(MRCS). Information about the subject site soils was obtained from Mr. Mark Hudson, LSS,
Madison County Soil Survey Party Leader. Mr. Hudson provided a copy of the field soil map
and a copy of the Madison County soil survey map unit legend.
NRCS mapping indicates that the soil on the proposed WWS site are of the Soco-Stecoah
complex (375D, 15 to 30 percent slopes) and Sylco-Soco complex (385E, 30 to 50 percent
slopes, stony). A soil complex is by definition, a map unit of two or more kinds of soil or
miscellaneous areas in such an intricate pattern or so small in area that it is not practical to map
them separately at the selected scale of mapping. Published soil description of the three soil
series present in the complex units are attached for reference. _
y ,4
a
VLA

Soil Scientist's Report for Camp Glory Ridge WWS
I
Marshall, North Carolina Page 2
Site Soil Observations
Hand auger borings were made for the purpose of confirming the NRCS mapping. The borings
were made to auger refusal. Auger refusal was met at depths of 18 to about 36+ inches. Stone
fragments were common on the soil surface and throughout the soil profile. Parent material that
could be penetrated by hand auger was also common.
In general, the soils encountered were those mapped by the MRCS. Soils resembling the Soco
series were most common. As mentioned previously, rock fragments (channers) were common
on and in the soil. The soil solurn depth was usually about 24 inches. The surface soils are
commonly dark grayish brown loam or fine sandy loam. The subsurface soils are loam and
fine sandy loam in colors of brown and yellowish brown. Mica flakes were common. The
parent material could be penetrated by hand auger for depth of 18 to 36 inches, in places. Soil
moisture was highest near the lithic or paralithic contact. Field soil profile descriptions are
attached for reference.
Published soils information indicates that the permeability of the Soco and Stecoah soils is 2.0
to 6.0 in./hr and 0.6 to 2.0 in./hr in the Sylco soils. Our observations indicate that the
permeability of the site soils should be about 2.0 in./hr in the solum. The permeability of the
parent material is likely much slower. The shallowdepth of soil, the apparent slow
permeability of the parent material, and the slope of the site likely results m lateral water
movement off of the site.
Conclusions and Recommendations
The soils on the site appear to be suitable for the purpose intended. It is recommended that the
drip irrigation field be configured to be long and narrow, installed along the contour of the site.
This will spread the treated wastewater along the slope, taking advantage of the lateral water
movement that is apparently the major route of water off of the site, without hydraulically
overloading the lower portions of the drip field. While the Hydrologic Budget indicates that the
soils should be capable of absorbing 3 per
of wastewater peg week, we recommendthat the
application rate not exceed 1.25 inches er week. The natural vegetation and the site soils should
not be disturbed during installation of the drip tubing. Conservative design and the limited time
that the camp operates should result in a successful low -maintenance system.

FIELD SOIL PROFILE DESCRIPTIONS

SOIL PROFILE DATA SHEET Page No. J a Ll

HYDROLOGIC BUDGET REPORT

�L
ii
HYDROLOGIC BUDGET
DRIP IRRIGATION SYSTEM
CAMP GLORY RIDGE
WALNUT, NORTH CAROLINA
Introduction
A characterization of soil water movement is necessary for the design of a land treatment
system in order to establish the maximum allowable application rate for wastewater. The
wastewater application rate is best estimated by developing a monthly hydrologic budget
("water balance"). During land treatment, all applied wastewater must infiltrate the soil surface.
The only pathways by which wastewater may leave the site are through evapotranspiration and
percolation of the wastewater into the soil.
The hydrologic balance for a land treatment system can be expressed as the relationship:
P+W=Et+S
where the inputs into the system, precipitation (P) and wastewater (W), are equal to the outputs,
evapotranspiration (Et) and percolation (S). Each factor in the equation is briefly discussed
below.
Precipitation (Pl
The design precipitation used is the thirty year average precipitation. The thirty year average
precipitation is, as the term implies, the average precipitation developed from thirty years of
precipitation data collected at or near the subject site. The design precipitation used for this
project was developed from data collected at the North Carolina Agricultural Experiment
Station at Marshall, North Carolina during the period 1961 to 1990 (USDA-NRCS). The
precipitation data used for design calculations are presented in Table 1.
Wastewater (W)
This term of the equation is dependent on the other three. The volume of wastewater that can be
applied to a land treatment site is dependent on the volume of water introduced into the system
through precipitation and the movement of water out of the system through evapotranspiration
and percolation. This term usually determines the size (area) of the land treatment site. The
design wastewater flow for this project is 2000 gal/day and the proposed wastewater application
rate is 1.25 in/ac/week.

Hydrologic Budget for Camp Glory Ridge WWS
Marshall, North Carolina Page 2
Evapotranspiration (Et)
Evapotranspiration (or consumptive use) is the total water lost through evaporation from all
surface water, soil, snow, ice, vegetative surfaces, etc., plus transpiration from site vegetation. It
is site specific and subject to change with changing site conditions and season. Potential or
expected evapotranspiration is the water loss that would occur when there is an adequate
moisture supply at all times and the site is fully vegetated. The design evapotranspiration was
measured by the North Carolina Agricultural Station at Asheville, North Carolina (Hardy and
Hardy,1971). The evapotranspiration data used for design calculation are presented in Table 2.
Percolation (P)
The rate of water percolation through the soil profile is determined by the most limiting
subsurface soil layer. The best data to use in land treatment system design is usually obtained by
measuring the saturated hydraulic conductivity (Kt) of the site soils in the field. Published
permeability data may also be used successfully if supported by field observations and a
conservative approach in setting the wastewater application rate. Permeability data were
obtained for use in this project from the Iowa State University web site,
http://Www.statlab.iastate.edulcgi-binlosdlosdnarne.cgi?-P (USDA-NRCS, 2001).
The soils on the proposed land treatment site are reported by the USDA Natural Resources
Conservation Service (NRCS) to be Soco-Stecoah complex (375D, 15 to 30 percent slopes) and
Sylco-Soco complex (385E, 30 to 50 percent slopes, stony). Hand auger borings were made in
the location proposed for the location of the drip irrigation field to confirm the NRCS
information. The soils encountered resembled the published soil descriptions. The NRCS
reports that the Kit for the Soco and Stecoah soils is 2.0 to 6.0 in/hr and that the K ,, for the
Sylco soils is 0.6 to 2.0 in/hr (Table 3).
Hydrologic Budget
As explained earlier, the hydrologic budget or "water balance" calculations take into account
water addition by wastewater application and precipitation and water loss through
Loading ANIIiL is the
Hydraulic
axunum)
evapotranspiration and percolation. The Adjusted Mg (
maximum volume of water that may be applied on the land treatment site soils based on the
adjusted hydraulic conductivity. The USEPA recommends the use of a reduction factor in
calculations of the design percolation rate for a land treatment system (USEPA, 1981). The
reduction factor is used to promote long-term infiltration and percolation by limiting wastewater
application. Using a permeability reduction factor (RD), the AMHL is calculated by:
AMHL = (Kst) (RD) (operating days/week) (24 hr/day)
The reduction factor adjusts the site soil permeability taking into account the inevitable loss of
E soil permeability that results from long-term wastewater application. The recommended
reduction factor is 4% to 10% of the saturated hydraulic conductivity. A reduction factor of
4% was chosen for use in this project for conservative design. The AMHL for the subject site
is presented in Table 4.
WA

Hydrologic Budget for Camp Glory Ridge WWS
Marshall, North Carolina Page 3
The Maximum Wastewater Loading (MWWL) is the maximum amount of wastewater, based
the AMHL, evapotranspiration and precipitation, that can be applied on the subject site. The
MWWL is calculated by:
MWWL (in/ac/wk) = [AMHL (in/ac/mo) + Et (in/mo) - 30th Percentile Ppt. (in/mo)] / Weeks/Month
The hydrologic budgets for the two soil permeability conditions present on the subject site are
presented for comparison in Table 5 and Table 6.
Conclusions and Recommendations
The results of the Hydrologic Budget calculations indicate that the site soils are capable of
receiving a weekly wastewater loading of at least 3.3 in./acre/week. Based on our observations of
the site and soil conditions, however, we recommend that the weekly wastewater loading not
exceed 1.25 in/ac/week. That is because of the shallow soil conditions and relatively steep
slopes.

Hydrologic Budget for Camp Glory Ridge WWS
Marshall, North Carolina Page 4
Table 1. Precipitation Data for Madison County (1961-1990)
Marshall, North Carolina
Camp Glory Ridge Drip Irrigation Project
Mnnth Ave. Precipitation (in/mo) 30th Percentile (in/mo)
January
February
March
April
May
June
July
August
September
October
November
December
Total:
2.90
3.35
3.98
3.26
3.76
3.29
4.25
3.89
2.94
2.62
2.86
2.86
39.97
3.40
4.03
4.72
3.90
4.42
3.88
4.98
4.63
3.57
3.17
3.34
19
From: ftp:lof p.wcc.nres.usda.gov/support./climate/wetlands/tac/37115.txt (See attached
weather data printout)
Table 2. Average Evapotranspiration (Et) for Asheville, NC
Month
Evapotranspiration (in/mo)
January
0.93
February
1.402.17
March
April
3.30
May
3.72
June
4.50
July
4.34
Augus-t
3.72
September
3.00
October
1.86
November
1.20
December
0.62
Total:
30.76
Weather and Climate in North Carolina (Hardy and Hardy, Bull. 396,1971,
From:
NCAES)

Hydrologic Budget for Camp Glory Ridge WWS
Marshall, North Carolina Page 5
Table 3. Proposed Irrigation Site Soils
Published Hydraulic Conductivity (Ksat)
Camp Glory Ridge Drip Irrigation Project
Sat. Hyd. Cond.
Soil Series Mapping Symbol (Ksat) (in/hr)
Soco-Stecoah 375D 2.0 - 6.0
Complex
Sylco-Soco I 385E I 0.6 - 2.0 (Sylco)
rr%rA 1PY 2.0 - 6.0 (Soco)
From: httv://www.statiab.iastate.edu/cgi-bin/osd/osdname.cgi?-P
Table 4. Adjusted Mazi� um Hydraulic Loading (AMHL)
Camp Glory Ridge Drip Irrigation Project
Soil Series Ksat (in/hr) Ksat
Reduction AMHL AM RL
Factor (in/acre/wk) (gal/acre/wk)
Soco, Stecoah 2.0 0.04 13.4 3.6xE5
S lco 0.6 0.04 4.0'` 1.1xE5
From: AMI-" L (in/ac/wk) = (Kt)(reduction factor)(days/week)(24 hr/day)
AMHL (gallac/wk) = AMHL (in/ac/wk) x 27154 gallac-inch

Hydrologic Budget for Camp Glory Ridge WWS
Marshall, North Carolina Page 6
Table 5. Hydrologic Budget for Soico and Stecoah
Soils (&at = 2.0 inlhr)
Camp Glory Ridge Drip Irrigation Project
Month
30`' Percentile
PPt. in/mo
Avg. Et
in/mo
Weeks/Mo
AMBL
in/ac/wk
AMHL
in/ac/mo
MWWL
in/ac/wk
January
3.40
0.93
4.42
13.4
59.2 ; ,
12.8
February
4.03
1.40
4.00
13.4
53.6
12.7
March
4.72
2.17
4.42
13.4
59.2 `.
12.8
April
3.90
3.30
4.28
13.4
57.4
13.3
May
4.42
3.72
4.42
13.4
59.2
13.2
June
3.88
4.50
4.28
13.4
57.4
13.6
July
4.98
4.34
4.42
13.4
59.2
13.2
August
4.63
3.72
4.42
13.4
59.2
13.2
September
3.57
3.00
4.28
13.4
57.4
13.3
October
3.17
1.86
4.42
13.4
59.2
13.1
November
3.34
1.20
4.28
13.4
57.4
12.9
December
3.45
0.62
4.42
13.4
59.2
12.8
Total:
42.19
30.76
1 52.06
Table 6. Hydrologic Budget for Sylco
Soils (Kt = 0.6 in/hr)
Camp Glory Ridge Drip Irrigation Project
Month
301° Percentile
PPt. in/mo
Avg. Et
in/mo
Weeks/Mo
AMHI.
in/ac/wk
ANIHL
in/ac/mo
MWWL
in/ac/wk
January
3.40
0.93
4.42
4.0
17.7
3.4
February
4.03
1.40
4.00
4.0
16.0
3.3
March
4.72
2.17
4.42
4.0
17.7
3.4
April
3.90
3.30
4.28
4.0
17.1
3.9
May
4.42
3.72
4.42
4.0
17.7
3.8
June
3.88
4.50
4.28
4.0
17.1
4.1
July
4.98
4.34
4.42
4.0
17.7
3.9
August
4.63
3.72
4.42
4.0
17.7
3.8
September
3.57
3.00
4.28
4.0
17.1
3.9
October
3.17
1.86
4.42
4.0
17.7
3.7
November
3.34
1.20
4.28
4.0
17.1
3.5
December
1 3.45
0.62
4.42
4;0
17.7
3.4
Total:
1 42.19
30.76
52.06
From: MWWL (in/aclwk) _ [AMHL (in/ac/mo) + Et (in/mo) - 30th Per. Ppt. (in/mo)] / Weeks/Month
MWWL - Maximum Wastewater Loading
AMHL - Adjusted Maximum Hydraulic Loading (also Adjusted Percolation Rate
ram,

OFFICIAL SOIL SERIES DESCRIPTIONS

F"Olictai Series Oescnpuon - SOCU Jeries
-
LOCATION SOCO NC+TN
Established Series
LBH:SAB:AG; Rev. MKC
r 10/2001
SOLO SERIES
itttp: �»�t�.stauait.tastatc.cuu cki-Lirris� osdnante.c_t.
9191
The Soco series consists of moderately deep, well drained, moderately rapid permeable soils on ridges
and side slopes of the Blue Ridge (MI.,RA 130). They formed in residuum that is affected by soil creep in
the upper part, and is weathered from coarse grained low-grade metasedimentary rocks such as
metasandstone and metagraywacke, occasionally interbedded with phyllite or slate. Mean annual
temperature is 53 degrees F. and mean annual precipitation is about 41 inches near the type location.
Mean annual rainfall ranges up to about 75 inches. Slope ranges from 2 to 95 percent.
TAXONOMIC CLASS: Coarse -loamy, mixed, active, mesic Typic Dystrudepts
TYPICAL PEDON: Soco channery loam on.a 48 percent southeast facing mountain side
slope --forested. (Colors are for moist soil unless otherwise stated).
Oi--O to 2 inch; partially decomposed organic matter and leaves, twigs, and roots.
A--2 to 6 inches; very dark grayish brown (10YR 3/2) channery loam, brown (IOYR 4/3) dry; weak fine
granular structure; very friable; many fine and medium roots; 5 percent by volume flagstones that are
mostly metasandstone and 15 percent by volume phyllite charmers; common fine flakes of mica; very
strongly acid; clear wavy boundary. (2 to 10 inches thick)
Bwl--6 to 15 inches; strong brown (7.5YR 4/6) fine sandy loam; weak medium subangular blocky
structure; friable; 5 percent by volume phyllite channers; common fine flakes of mica; strongly acid; clear
wavy boundary.
Bw2--15 to 26 inches; dark yellowish brown (10YR 4/6) fine sandy loam; weak fine subangular blocky
structure- friable; 5 percent by volume phyllite charmers; common fine flakes of mica; very strongly acid;
Lao 7ss of the Bw horizon is 15 to 34 inches.)
gradual wavy boundary. (Combined thickne
BC--26 to 34 inches; yellowish brown (IOYR. 5/4) channery fine sandy loam; massive; friable; 20 percent
by volume weathered phyllite charmers; common fine flakes of mica; very strongly acid; gradual wavy
boundary. (0 to 10 inches thick)
C--34 to 37 inches; brown (10YR 5/3), gray (10YR 6/1), and black (10YR 2/1) saprolite that has a
channery fine sandy loam texture; friable; 25 percent by volume weathered phyllite charmers; common
fine flakes of mica; very strongly acid; clear wavy boundary. (0 to 12 inches thick)
Cr--37 to 62 inches; multicolored weathered metasandstone and thinly bedded phyllite; few seams of
multicolored fine sandy loam in cracks; partly consolidated but can be dug with difficulty with a hand
tools.
17 0=4'1212002 10:56 Al
;
4 of 4
,,

blip::: «���r.statlab.iastate.cdu ce-i-bin osd: osdnamc.cLi ?-
cwl Senes lhscript (N1- S{)C:U Scrics
es northeast of
rokee on U.S.
TYPE LOCATION: Jackson County, North ar parkwa ina; 10 rtol Barnett Knob Fire eTower Road; 500 feet
19 to Soco Gap; 5 miles northwest on Blue Rids Y
southwest on Fire Tower Road; 100 feet south of road degrees. iods,U SGS Bunches 8 seconds W.NAD Quadrangle;7lat.
35 degrees, 31 minutes, 24 seconds N., and loner. 8
thickness ranges from 15 to 39 inches. Depth soli surface. alithic
RANG
E IN CHARACTERISTICS: Solum
contact at the upper boundary of the s xtremelyfm 20 to 40 lnches below theac d to strongly acid unless limed.
Depth to a lithic contact is more than 4inches. Reaction
Content of rock fragments range from 0 to 35 percent throughout.. Content of flakes of mica is none to
common throughout.
The A horizon has hue of 7.5YR to 2.5Y, value of 2to 5, and is loam fine sandy 1 to 6. or s Where valun the e is 3 or less ,
this horizon is less than 7 inches thick. The A horizon
fine -earth fraction.
of 3 to
The AB or BA horizon, where present, has hue of 7.5YR to 2.5Y, value 4to oamand
o hr siltmoam in the,
The AB or BA horizon is loam, fine sandy loam, sandy loam, very fine sandy
fine -earth fraction.
T he Bw-horizaii has hue of 5` i to 2.511", value of 4 to 6, and chroma of 3
o 8. They are loam, fine
sandy loam, sandy loam, very fine sandy loam, or silt loam in the fine earth
The BC horizon, where present, has color and texture similar to the Bw horizon.
The C horizon, if present, has the same colors as the B of loor am fine multicolored
sand, sandy loam, fine
e weathered from
coarse grained metasedimentary rocks. It has a textureY
sandy loam, loam, or silt loam in the fine -earth fraction.
The Cr horizon is multicolored, weathered coarse a hand toolse The upper boundary isained mtasedimentary, rock tconsidered as a
is partly
consolidated but can be dug with difficulty with
paralithic contact where root spacing is greater than 4 inches.
COMPETING SERIES: These are the Ashe. Brookfield, Buladean, Carditan, Chestnut Charlton, Newport
Delaware, Ditne , Dutchess, Ednewille, Foresthills (T), Gallimore, Greenbelt (T), Lordstown,
Riverhead, St. Albans, Stecoah, SteinsbuM, Wakeman, and Yalesville series. Ashe, Cardigan, Ditney,
Lordstown, Steinsburg, Wakeman, and Yalesville soils have lithic contact within depths of 20 to 40
inches. Brookfield soils are very deep and formed in micaceousoe vel. ryladean and deepand formed nlglacial till
soils have
paralithic contact at depths of 40 to 60 inches. Charlton D'
derived mainly from schist, gneiss, or granite. Chestnut
foserocksDehware soils are very deep and
soils hformed
1
n residuum weathered from
high-grade metamorphic rocks and contain fragments oand St.
formed in postglacial alluvium, mainly from areas of sandstone, shale,
and silt rocks such asutchess suchsand tone and
Albans soils are very deep and contain coarse fragments of sedimentary
shale. Edneyville soils are very deep and formed in residuum weathered from high-grade metamorphic
rocks and contain fragments of those rocks. Foresthills (T) and Greenbelt soils, are-y. pry, and formed inloamy oeep ver
have mantles of humanly transported materials. Galhmore so very
rt soils have C.horizons of dense glacial till. Riverhead soils
sandy outwash on outwash plains. Newpo
have a lithologic discontinuity in the upper 40 inches. F
r,
LJ1 GEOGRAPHIC SETTING: Soco soils are on gently sloping to very
and side slopes of the
04 12 2002 10::6 AM

to iciat Series Description - SOCO Series
Blue Ridge (MLRA 130). Elevation ranges from 1500 to 4800 feet. Slope is commonly between 30 and
70 percent but ranges from 2 to 95 percent. Soco soils formed in residuum that is affected by soil creep in
the upper part, and is weathered from low-grade metasedimentary rocks such as ml etasandstone or
metagraywacke, occasionally interbedded with phyllite or slate. Occasionally they form from residuum
weathered from quartzite with a high content of feldspar. Mean annual temperature is 53 degrees F. and
mean annual precipitation is about 41 inches near the type location. Mean annual rainfall ranges up to
about 75 inches on this soil in Jackson County, North Carolina.
http://www.statlab.iamte-eduiegi-bintosdiosdname.cgi'?-]
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing ditne , Mamead, and
Stecoah soils, these include the Brasstown, Brookshire. Cataska, Cheoah, Citico. Harmiller. Jeffrey,
Junaluska, Lonon, Northcove, Santeetl Shinbone, S ive Sylco Tsali, and nicoi soils. All these soils
are on ridges and side slopes except for Brookshire, Citico, Lonon, Maymead, Northcove, Santeetlah,
and Spivey soils, which are in coves. Citico soils are fine -loamy and Northcove and Spivey soils are very
deep and are loamy -skeletal. Brasstown, Harmiller, Junaluska, Lonon, Shinbone, and Tsali soils have
argiilic horizons. Brookshire, Cheoah, Jeffrey, Santeetlah, and Spivey soils have umbric epipedons or
ochric epipedons with value 3 or less at least 7 inches thick. Cataska and Sylco soils are loamy -skeletal.
Marbleyard soils are loamy -skeletal and McCamv soils are fine loamy. Both have a siliceous mineralogy
and have a lithic contact at 20 to 40 inches below the soil surface. Unicoi soils are 7 to 20 inches to a
lithic contact.
DRAINAGE AND PERMEABILITY: Well drained; very little runoff where forest litter has not been
disturbed. Medium to very rapid runoff where litter has been removed; moderately rapid permeability.
USE AND VEGETATION: Most of the soil is in forest. Common trees are chestnut oak, hickory,
Virginia pine, black oak, scarlet oak, eastern white pine, and white oak.. The understory includes
rhododendron, mountain laurel, sassafras, flowering dogwood, sourwood, American chestnut sprouts,
blueberry, and buffalo nut. A small acreage is cleared and used for pasture, hay and occasionally small
grain and Christmas trees.
DISTRIBUTION AND EXTENT: Blue Ridge (MLRA 130) of North Carolina Georgia, Tennessee,
and Virginia. This series is of moderate extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: McDowell County, North Carolina; 1989. The name is from Soco Gap near
the type location in Jackson County.
'!', REMARKS: The Soco series was formerly included with the Sylco series. However, Soco soils are not
skeletal. The 2199 revision updated the classification to the 8th Edition of Keys to Soil Taxonomy. This
soil is placed in the active CEC activity class based on comparison with associated soils such as Stecoah.
This series has the following diagnostic horizons and features:
Ochric epipedon - the zone from the surface of the soil to a depth of 6 inches. (Oi and A horizons)
Cambic horizon - the zone from a depth of 6 to 26 inches. (Bwi and Bw2 horizons)
Paralithic contact - the occurrence of weathered bedrock at a depth of 37 inches
(the upper boundary of the Cr horizon).
L_J
04/ 12/2002 10:56 Al
'�3 ofd
L.j

Wicial Series Description - SOCO Series
NILRA = 1330 SIR = NCO 180
National Cooperative Soil Survey
ffi U.S.A.
7
Lai
L4
4 of4
http://,.vww.smtlab.iastate.edtvcLzi-bi,Vosd/osdname.cLai?-P
T1,1-1
-9,CE OEM-
04/12,12002
" 10:56 A

tliciai Series Description - ST'ECOAH Series
LOCATION STECOAH
Established Series
LBH:MLS; Rev. MKC
10/2001
NC
STECOAH SERIES
http:i%lvwtiv.statlab.iastate.ediucgi-bitvosd •osdname.cei?-1
The Stecoah series consists of deep, well drained, moderately rapid permeable soils on ridges and side
slopes of the Blue Ridge (MLRA 130). They formed in residuum that is affected by soil creep in the
upper part, and weathered from coarse grained metasedimentary rocks such as metasandstone and
metagraywacke, occasionally interbedded with phyllite or slate. Mean annual temperature is 53 degrees
F., and mean annual precipitation is about 63 inches near the type location. Slope ranges from 2 to 95
percent.
TAXONOMIC CLASS: Coarse -loamy, mixed, active, mesic Typic Dystrudepts
TYPICAL PEDON: Stecoah channery loam on a 60 percent northwest facing mountain side slope at an
elevation of 3240 feet --forested. (Colors are for moist soil unless otherwise stated).
0i--0 to 1 inch; slightly decomposed organic matter, leaves, twigs, and roots.
A--1 to 6 inches; dark brown (IOYR 3/3) channery loam, brown (10YR 5/3) dry; weak medium granular
l structure; very friable; common fine, medium, and coarse roots; 4 percent by volume flagstones that are
mostly metasandstone, and 16 percent by volume phyllite charmers; common fine flakes of mica; strongly
acid; clear wavy boundary. (2 to 10 inches thick)
Bwl--6 to 13 inches; dark yellowish brown (IOYR 4/6) channery loam; weak fine subangular blocky
structure; friable; common fine, medium, and coarse roots; 2 percent by volume flagstones that are mostly
metasandstone, and 16 percent phyllite channers; common fine flakes of mica; very strongly acid; gradual
!' wavy boundary.
Bw2--13 to 37 inches; yellowish brown (10YR 5/6) channery loam; weak fine s4bangular blocky
k structure; friable; few coarse roots; 9 percent by volume flagstones that are mostly metasandstone, and 16
percent by volume phyllite charmers; common fine flakes of mica; strongly acid; gradual wavy boundary.
(Combined thickness of the Bw horizon is 20 to 40 inches).
C--37 to 49 inches; yellowish brown (10YR 5/6), light brownish gray (10YR 6/2), strong brown (7.5YR
5/6), and dark brown (7.5YR 3/2), saprolite that has a channery loam texture;; friable; 5 percent by
:. volume flagstones that are mostly metasandstone, and 25 percent by volume phyllite charmers; common
f fine flakes of mica.; strongly acid; gradual irregular boundary. (0 to 20 inches thick)
Cr--49 to 60 inches; multicolored, weathered, metasandstone interbedded with phyllite; few seams of
r multicolored channery fine sandy loam in cracks; partly consolidated but can be dug with difficulty with
hand tools .
TYPE LOCATION: Graham County, North Carolina, at Stecoah Gap, 1.9 miles west of intersection of
M 1 of 404:12'2002 10:59 A

Official Series Description - STEC
- OAH Series http::,wt�ti�'.st��tab.iststate.c:dwcei-binos�i'osdnau�� cLi:'-1
P
N.C. Highways 143 and 28 along N.C. Highway 143; and 150 feet east of highway in woods.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 24 to 50. Depth to paralithic contact
at the upper boundary of the Cr horizon ranges from 40 to 60 inches below the surface. Depth to a lithic
contact is more than 60 inches. Rock fragment content ranges from 0 to 35 percent by volume
throughout. Reaction ranges from extremely acid to strongly acid unless limed. Content of flakes of mica
ranges from none to common throughout.
The A horizon has hue of 7.5YR to 2.5Y, value of 2 to 5, and chroma of 1 to 6. Where value is 3 or, less,
this horizon is less than 7 inches thick. The A horizon is loam, fine sandy loam, or silt loam in the fine
earth fraction.
The E horizon, where present, has hue of IOYR or 2.5Y, value of 5 or 6, and chroma of 3 or 4. The E
horizon is sandy loam, fine sandy loam, silt loam, or loam.
The Bw horizon has hue of 5YR to 2.5Y, value of 4 to 6, and chroma of 3 to 8. It is loam, silt loam, fine
sandy loam, or sandy loam in the fine earth fraction.
The BC horizon, where present, has color and texture similar to the Bw horizon.
The C horizon is multicolored saprolite weathered from coarse grained metasedimentary rocks. It is
typically loam, silt loam, fine sandy loam, sandy loam, loamy fine sand, or loamy sand in the fine earth
fraction.
The Cr horizon is multicolored, weathered coarse grained metasedimentary rocks. It is partly
consolidated but can be dug with difficulty with hand tools. The upper boundary is considered as a
paralithic contact where root spacing is greater than 4 inches.
COMPETING SERIES: These are the Ashe, Brookfield, Buladean, Cardigan,Charlton, Chestnut, .
Delaware. Ditne , Dutchess. Edneyville, Foresthills (T), Gallimore, Greenbelt (T), Lordstown, Newport,
Riverhead, Soco, St. Albans, Steinsburn, Wakeman, and Yalesville series. Ashe and Ditney soils have
lithic contact within depths of 20 to 40 inches. Brookfield soils are very deep and formed in micaceous
till. Buladean soils formed from materials weathered from high-grade metamorphic and igneous rocks and
contain fragments of those rocks. Cardigan, Lordstown, Steinsburg, and Yalesville soils have hard ,
sedimentary or metasedimentary bedrock at depths less than 40 inches and contain fragments of those
rocks. Charlton soils are very deep and formed in glacial till derived mainly from schist, gneiss, or granite.
Chestnut and Soco soils have paralithic contact within depths of 20 to 40 inches. Delaware soils are very
deep and formed in postglacial alluvium, mainly from areas of sandstone, shale, and siltstone and contain
`61 fragments of those rocks. Dutchess and St. Albans soils are very deep, contain coarse fragments of.
sedimentary rocks such as sandstone and shale, and contain fragments of those rocks.. Edneyville soils
are very deep. Foresthills (T) and Greenbelt (T) soils are very deep and have mantles of humanly
transported materials. Gallimore soils are very deep and formed in loamy over sandy outwash on outwash
till. Riverhead soils have a lithologic discontinuity
plains. Newport soils have C horizons of dense glacial
in the upper 40 inches. Wakeman soils formed in residuum over sandstone bedrock on till plains and lake
plains and contain fragments of sandstone.
GEOGRAPHIC SETTING: Stecoah soils are on gently sloping to very steep ridges and side slopes of
the Southern Appalachian Mountains. Elevation ranges from 1500 to 4800 feet. Slope is commonl y
between 20 and 70 percent but ranges from 2 to 95 percent. Stecoah soils formed in residuum that is
04/12./2002 10:59 A
-, 2 ot.4
w�

official Series Description - STECOAH Series http://www.statlab.iastate.odu/cgi-birtiosd/osdname.cgi*?-
LAW
affected by soil creep in the upper part, and is weathered from coarse grained metasedimentary rocks
such as metasandstone or metagraywacke, occasionally interbedded with phyllite or slate. Occasionally
they form from residuum weathered from quartzite with a high content of feldspar. Mean annual
temperature is ranges from 46 to 57 degrees F., and mean annual precipitation ranges from about 45 to
Fes' 75 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Ditney, MaVnead, and
Soco soils, these include the Brasstown, Brookshire, Cataska, Cheoah, Citico,, Harmiller, Jeffrey.
L Junaluska, Lonon, Marblevard, McCamy, Northcove, Santeetlah. Shinbone. S ive 5,�, Tsali, and
Unicoi soils. All these soils are on ridges and side slopes except for Brookshire, Citico, Lonon, Maymead,
F Northcove, Santeetlah, and Spivey soils, which are in coves. Citico soils are fine -loamy and Northcove
and Spivey soils are very deep and are loamy -skeletal. Brasstown, Harmiller, Junaluska, Lonon,
Shinbone, and Tsali soils have argillic horizons. Brookshire, Cheoah, Jeffrey, Santeetlah, and Spivey soils
have umbric epipedons or ochric epipedons with value 3 or less at least 7 inches thick. Cataska and Sylco
soils are loamy -skeletal. Marbleyard soils are loamy -skeletal and McCamy soils are fine loamy. Both have
a siliceous mineralogy and have a lithic contact at 20 to 40 inches below the soil surface. Unicoi soils are
7 to 20 inches to a lithic contact.
DRAINAGE AND PERMEABILITY: Well drained; very little runoff where forest litter has not been
disturbed. Medium to very rapid runoff where litter has been removed; moderately rapid permeability.
USE AND VEGETATION: Most of the acreage is in forest. Common trees are chestnut oak, hickory,
Virginia pine, black oak, scarlet oak, eastern white pine, and white oak. The understory species are
rhododendron, mountain laurel, sassafras, sourwood, flowering dogwood, American chestnut sprouts,
blueberry, and buffalo nut. A small acreage is cleared and used for pasture, hay and occasionally small
grain and Christmas trees.
DISTRIBUTION AND EXTENT: Blue Ridge (MLRA 130) of North Carolina and possibly Tennessee
and Virginia. This series is of moderate extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Macon County, North Carolina; 1990.
REMARKS: This series was formerly included with the Edneyville series. However, Edneyville soils
formed in residuum weathered from granite and gneiss, contain fragments of those rocks, are very deep,
and occur on more stable rock formations. The 2/99 revision updates the classification to the 8th Edition
of Keys to Soil Taxonomy. This soil is placed in the active CEC activity class based on comparison with
associated soils. Sample pedon S85NC-075-002 classifies as superactive, but the activity class is
consistent with similar series.
MLRA = 130 SIR = NCO184
The Stecoah series has the following diagnostic horizons and features:
Ochric epipedon - the zone from the surface to about 6 inches (Oi and A
Cambic horizon - the zone from 6 to 37 inches below the surface (Bwl
3 of 4
04/12/2002 10:59 A

Official Series Description - STECOAH Senes http://ww,%v.statlab.iastate.oduiegi-biiVoscLIosdname.cgi?
Paralithic contact - weathered bedrock contact at 49 inches (the upper boundary of the Cr horizon).
F"
National Cooperative Soil Survey
U.S.A.
M -4
U.�
9�4 of 4
04/12/2002 10:59 Al

Official Series Description - SYLCO Series
LOCATION SYLCO TN+NC VA
Established Series
Rev. DLN
05/2001
SYLCO SERIES
hnp:: N%-%%��..statlab.iastate.edu:cci-bin,osd.osdname.cgt:-
The Sylco series consists of moderately deep, well drained soils on mountain ridges and side slopes. They
'E formed in residuum weathered from metasedimentary rocks such as phyllite, slate, and metsandstone.
Slope ranges from 7 to 95 percent.
0
< TAXONOMIC CLASS: Loamy -skeletal, mixed, active, mesic Typic Dystrudepts
TYPICAL PEDON: Sylco channery silt loam forested.
(Colors are for moist soil unless otherwise stated.)
A1-0 to 1 inch, very dark grayish brown (10YR 3/2) channery silt loam; weak fine granular structure;
LAW very friable; few fragments of phyllite up to 10 inches long on surface; many roots; strongly acid; abrupt
smooth boundary. (0 to 3 inches thick)
A2--1 to 5 inches, brown (10YR 4/3) channery silt loam; weak medium granular structure; very friable;
many roots; about 20 percent by volume of flat fragments of phyllite up to 3 inches long; strongly acid;
clear smooth boundary. (3 to 7 inches thick)
Bw1--5 to 12 inches, dark yellowish brown (10YR 4/4) channery silt loam, weak medium and fine
subangular blocky structure; friable; many roots; about 20 percent by volume of thin, flat fragments of
phyllite ranging from less than 1 to about 4 inches long; strongly acid; gradual smooth boundary.
Bw2--12 to 24 inches, strong brown (7.5YR 5/6) channery silt loam; weak medium and fine subangular
LAM,. blocky structure; friable; many roots; about 30 percent by volume of thin, flat fragments of phyllite
ranging from less than 1 to about 4 inches long; strongly acid; gradual smooth boundary.
Bw3--24 to 33 inches, strong brown (7.5YR 5/6) very channery silt loam; weak medium subangular
blocky structure; friable; common roots; about 60 percent by volume of flat fragments of phyllite up to 6
inches long; strongly acid. (Thickness of the Bw horizon is 10 to 35 inches)
R--33 inches, hard phyllite rock.
TYPE LOCATION: Monroe County, Tennessee; from Indian Boundary 2 miles northeast on Citico
Creek road; 0.5 mile southeast of Bee House Gap; 50 yards east of gravelled road; along old logging
road.
RANGE IN CHARACTERISTICS: Depth to slate, metasandstone, or phyllite bedrock that is not
i fractured enough to contain some fine material ranges from 20 to 40 inches. Amount of thin, flat
fragments of phyllite, metasandstone, or of slate ranges from about 10 to 50 percent in the A horizon, 15
to 45 percent in the B horizon, and from 40 to 70 percent in the C horizon. The average content of these
1 of3 04'12/2002 11:01 AP

Official Series Description - SYLCO Series
2 of
http://-.vww.stadab.iastate.edu/cgi-birVosd/osdname.cLzi-I
fragments between 10 inches and bedrock ranges from 35 to 50 percent. Fragments are channers,
flagstones, or stones. The amount of weatherable minerals, mainly chlorite, sericite, and hydrobiotite,
exceeds 30 percent in the silt and sand fractions. The soil is strongly acid to extremely acid. Transition
horizons have colors and textures similar to adjacent horizons.
The Al horizon has hue of 1 OYR, value of 3 or 4, and chroma of 2 to 4. The A2 horizon has hue of
10YR, value of 4 or 5, and chroma of 3 or 4. The A horizon is silt loam or loam in the fine earth fraction.
The Bw horizon has hue of 7.5 or 1 OYR, value of 3 to 5, and chroma of 3 to 8. It is silt loam, loam, or
silty clay loam in the fine earth fraction.
The C horizon, where present, has colors and texture similar to the Bw horizon, but contains more rock
fragments.
COMPETING SERIES: These are the Annisquam, Berks, Blasdell. Brownsville, Calvin, Cardiff,
Cataska, Chenanso, Dekalb, Hazleton, Itswoot, Lippitt, Manlius. Oauaaa. Parker. Remote,
Tunkhannock, Warwick, and Wvomina series in the same family. Annisquam, Lippin and Warwick soils
formed in glacial materials. Berks soils have rock fragments dominated by siltstone: Blasdell, Brownsville,
Dekalb, and Hazleton soils contain less thsn 18 percent clay in the control section. Cardiffsoils have rock
fragments dominated by slate. Calvin and Oquaga soils have hues redder than 7.5YR. Chenango and
Tunkhannock soils have water -sorted sand and gravel in the series control section. Itswoot soils are on
the western slopes of th Olympic Mountains and have mean annual precipitation of 130 to 170 inches.
Manlius soils lack detactable kaolinite. Remote soils are on the western slopes of the Northern Pacific
Coast Range and have mean annual pecpitation of 5 to 80 inches. Parker soils have 'rock fragments
dominated by granitic schist. Wyoming soils have more then 50 percent fine sand and coarser.
GEOGRAPHIC SETTING; Sylco soils are on the upper slopes of intermediate and high mountains.
Elevations generally range from about 1,800 to 4,500 feet. Slope gradients range from 7 to 95 percent,
but most areas as are 35 to 95 percent. The soil formed in residuum weathered from' metasedimentary
rocks such as metasandstone, slate and phyllite. Estimated mean annual temperature at the type location
is about 54 degrees F., and mean annual precipitation about 52 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Brookshire, Cataska, Citico. Jeffrey,
Santeetlah, Soco, S live , and Stecoah soils. Brookshire, Citico, Santeetlah, and Spivey soils are on lower
slopes, in coves and are deeper that 40 inches to bedrock. Cataska soils ore in similar positions but are in
a shallow family. Jeffrey, Soco, and Stecoah soils are on mountain ridges and side slopes, are
coarse -loamy and contain less than 35 percent fragments.
DRAINAGE AND PERMEABILITY: Well drained; medium surface runoff, moderate permeability.
USE AND VEGETATION: Practically all of the acreage is in forest consisting chiefly of chestnut oak,
scarlet oak, white oak, Virginia pine, pitch pine, maple, and an occasional white pine.
DISTRIBUTION AND EXTENT: The Unaka mountain range in Tennessee and
Carolina and Virginia. The series is of large extent. An estimated 15,000-acres-are
1
s
04,4-^2002 1I:01 A
Tennessee.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
in North

Official Series Description - SYLCO Series
h4:/Iww%v.stadab.iastate.edu/cgi-birvosd/osdname.cgi*?-
SERIES ESTABLISHED: Monroe County, Tennessee; 1974.
REMARKS: Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - 0 to 5 inches (Al and A2 horizons)
Cambic horizon - 5 to 24 inches (Bw horizon)
Lithic contact - at 33 inches
Loamy -skeletal Feature - average content of more than 35 percent rock fragments in the 10 to 33 inch
Additions features - In past mappi
zone (Bw and C horizons)
ng in Tennessee, Sylco soils have been included in broad mapping units
of Ramsey and Ranger soils.
L
LAd
i
of 3
:,;_j
04/12i'2002 11:01 A
04/12i'2002 11:01 A

117 State of North Carolina SOSID: 0059995
Date Filed: 11/2812001 8:41 AM
3 3 0,5 1 1p4partment of the Secretary of S1 northElaine
Carolina .Mars all of state
STATEMENT OF CHANGE OF REGISTERED
''ILz AND/OR REGISTERED AGENT
LAW Pursuant to §55-5-02, §55A-5-02, §55-15-08, or §55A-15-08 of the General Statutes of North Carolina, the
undersigned corporation submits the following for the purpose of changing its registered office and/or regis-
tered agent in the State of North Carolina.
CURRENT INFORMATION
The name of the corporation is:
Glory Ridgy
The street address and county of the registered office of the corporation currently on file is:
Number and Street: Rt. 4, Box 29
City, State, Zip Cade: Marshall, NC 28753 County: Madison
The mailing address if different from the street address of the registered office currently on file is:
'ice
The name of the current registered agent is: George A. Moore
• o o • 0 • 0 INFORMATION TO BE CHANGED* • • A 0.0 i • o • •
1. The street address and county of the new registered office of the corporation is:
(complete this item only if address of registered office is being changed)
Number and Street: 146 Woodbourne Road
City, State, Zip Code: Greensboro, NC 27410 County:.y +�
2. The mailing address if different from the street address of the new registered office is:
(complete this item only if address of registered office is being changed)
3 name of the tn newif registered 8 gent annt a gd the agent's written consent to appointment appears below:
mplete
Stephen L. Neias
Type or Print Name of New Agent s*nattue & rifler
Ly` 4. The address of the corporation's registered office and the address of the business office of its
registered agent, as changed, will be identical.
5. This statement will be effective upon filing, unless a delayed date and/or time is specified:
This the clay of vt tom--
2001 Glory Ridge, Inc.
__.-Corporatio Name
- Steve Fisher, Chairman of the Board
NorEs: Type or Pnpt,Nar4e anc Title
1. Filing fee is $5. This document and one exact or conformed copy mast be filed with the Secretary of State
- Instead of signing bete. the now registered agent may sign a separate written consent to the appointment, whicb a ust be attached to this s'ateme it.
w CORPORATIONS DIVISION 30D N. SALISBURY STREET RALQGH. NC 27603-i909
(Revised Juh• 1994) ,
j f. 4 _
k
PERM','

Camp Glory Ridge
Goldsmith Circle Road
Marshall, North Carolina
Surface Drip Irrigation System
Narrative Description
The proposed treatment system will consist, in general, of a 2,000 gallon septic tank with
effluent filter, 1,200 gallon per day EnviroFilterTM, tablet type chlorination unit with contact
chamber, 2,000 gallon dose tank, drip field dosing pumps and 6,280 feet of drip tubing,
flush return tank and flush return pumps.
Wastewater from the bathhouse and kitchen enters the septic tank where the solids are
separated by gravity and biodegradation begins. After an approximately 2-day detention
(based on tank volume) the wastewater flows through the effluent filter to the EnviroFilterTM
pre-treatment unit.
The pre-treatment unit includes a recirculation basin and a dosing basin within one
fiberglass tank. Wastewater enters the recirculation basin of the pre-treatment unit. The
recirculation pump is controlled through an HOA switch, pressure sensing level switch and
a timer through a programmable logic controller (PLC). If sufficient water is present in the
recirculation basin the pump will cycle on and off to periodically irrigate the media. This
maintains an aerobic environment within the media. Approximately 50% of the irrigated
wastewater is returned to the recirculation basin during each cycle. The balance of the
wastewater passes through the media into the dosing basin. During peak flow conditions
the PLC will override the timer and will operate the recirculation pump until the level drops
below the programmed override depth. If the level continues to rise or if the pump runs for
an extended period, the audible and visual alarm will be activated. The discharge pump is
also controlled through an HOA switch, pressure sensing level switch and a'timer through a
programmable logic controller (PLC). If sufficient water is present in the dosing basin, the
pump will operate during the programmed clock time. The discharge pump is programmed
to operate 24-times per day for approximately 6 minutes to provide a 50 gallon discharge
per cycle. During peak flow conditions the PLC will override the timer and will operate the
discharge pump until the level drops below the programmed override depth. If the level
continues to rise or if the pump runs for an extended period, the audible and visual alarm
will be activated.
The treated wastewater then flows by gravity through the chlorination unit and contact
chamber and to the dosing tank. Flow from the EnviroFilterTM discharge pump is controlled
by a restriction plate to insure a minimum 15-minute detention time in the contact
chamber. Additional contact time is provided within the dose tank.
The dose pumps are controlled through HOA switches, pump authorize level switch and
programmable logic controller (PLC). Under normal operating conditions the pumps will
dose the drip irrigation fields alternately every hour for approximately 3.6 minutes to
provide an approximate 49 gallon dose per cycle. During wet conditions, a soil wetness
sensor (gypsum block) will prevent the pump from operation. The tank is sized to allow up
F1
11
LJ

Camp Glory Ridge Narrative Description
HEA Project 03-1014 Page 2
to 1.42 days of effluent storage. The pump authorize level switch assures that a complete
dose is provided to the drip irrigation field. The pump -on demand level switch is provided
to dose the current field in the event of a peak flow. If the water rises to a level associated
with this switch, the pump will operate for the normal cycle. A high-level switch is provided
as a back-up to the normal dosing circuits. If activated the switch illuminates a red warning
strobe, audible alarm, and starts both pumps on a normal pumping cycle. A pump shut-off
switch is provided to prevent the pump from being exposed. Wastewater is pumped
through the VortexTM particle filters and then to the drip irrigation tubing where it is
discharged through the emitters to the soil.
Pressure indicators are provided to monitor each pump. A totalizing flow meter is provided
to record the total discharge from each pump. Valves are provided throughout the system
for maintenance and to obtain water samples used to monitor system efficiencies. A
electrically actuated valve is provided to allow periodic flushing of the drip irrigation tubing.
The PLC will initiate flushing of the drip tubing for 15-seconds following each dose cycle.
Additional flushing of the system, if required, may be accomplished through the use of
manually operated valves. Air release/vacuum breaker valves are provided on each of the
drip irrigation manifolds as shown on the plan.
l
791
t
I
e 4

FROM BATHHOUSE 11 KITCHEN -
L
202
4 200
HAGGETT ENGINEERIWAGGETT
SCALE: NONE
5307 SOUTH COL DNH
WILMINGTON, NORTH i SFH JOB: 03-1014
PHONE: (910) FILE: 31014P1.dwg
FAX: (910) 3! Z========
NO.. P-1
FIGURE