WQ0015487_Wet Decking Permit Application_19980610

I
REQUEST FOR
PERMIT
APPLICATION AND SUPPORT INFORMATION
LOG YARD SPRINKLER SYSTEM
POWELL INDUSTRIES
0
co
WAYNESVI Jwl-E,;ZNOKT%1 CAROLINA
oo ii�
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State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
RECYCLE FACILITIES
I. GENERAL INFORMATION:
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
f O u7 EL L /�✓d�r'S% �i E�
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
el eL pig 40 ez C
3. Mailing address:
City: State: Al e- Zip: ' Z F 74
Telephone Number: ( 72 A ) 92 G .9// z
4. Project Name (please specify the name of the facility or establishment - should l e consistent on all documents included:
ROeJd-44 /.J�tJS�i2/C5 C�/PPE�L /%7�L L
5. Location of Recycle Facility (Street Address): -� AJA %�i4.J r��.� 104b
City: W Qf✓L) grs ✓�/GLc- State: Al Zip: 7 g i gL
6. Contact person who can answer questions about application:
Name: ef,4.e.6 f'Oe.%"LG Telephone number:( 2A ) 22/i /11T
7. Latitude: 367
0 35 ;Longitude:
8. Application Date: /Jl9 /iF
9, Fee Submitted: $
10. County where project is located:
II. PERMIT INFORMATION:
1. Application No. (will be completed by
of recycle facility location
(The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5).]
C
c
z
f.3
4 2. Specify whether project is: _� new; _ new4,f7l _ - r jnodification
For renewals, complete only sections I, II, ,id applicant_ signature (on page 5). Submit only pages 1 and 5 (original anc
three copies of each). Engineers signature not required fbi renewal without other modifications.
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
number and its' issue date
4. Specify whether the applicant is public or —Leo:!! private.
FORM: RF 02/95 Page 1 of 6

III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. % Domestic; "- % Commercial; % Industrial;
00 % Other waste (specify): .L O Y.4�1 q /e� 3 il 5% E"/�j
2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospital
commercial, industrial, apartments, etc.:
3. Volume of recycle water generated by this project: :13 6 O ✓ C. gallons per day
4. Explanation of how recycle water volume was determined: 3rio ��dL �/yJ/ �J X 60 //7..J
�. S? dleS . X 2 fyryl,-�
3S'0 i Mcs f lnlJ P�Jr�P l'APAe/i s�
V = 67PeXU7-10 AJ T/ v,-2 fJ
5. Brief project description: .eea1,ee cJx Q % i0 A-J I�0 IJSE2>
%D .5,ne/.J,CC 6 .ee �% s;-kxPID
IV. DESIGN INFORMATION
1. Provide a brief listing of the components of the recycle facilities, including dimensions, capacities, and detention times of
tanks, pumping facilities, high water alarms, filters, ponds, lagoons, etc.:
Z 5"
o'
336. 000 (44
5�.e-W e�),4TcC 2�GxJT/o.J f 0�1� /oo x /8o )e � l//oo ovo 6
2. Name of closest downslope surface waters: — -TL)AJ A %WA IIJ C,ee--1e—
3. Classification of closest downslope surface waters: if T.eJdT (as established by the Environmental Management
Commission & specified on page 4 of this application - This classification must be provided by the appropriate Regional
Office prior to the submittal of the application).
If a power failure at the facility could impact waters classified as WS, SA, B, or SB, describe which of the measures are
being implemented to prevent such impact, as required in 15A NCAC 2H .0200:
POcs.�E72 �':4ic J.L�" �Joy /1/oi .4FFEei
his Cs✓A.e��-�"
FORM: RF 02/95 Page 2 of 6

5. The facilities must conform to the following buffers (and all other applicable buffers):
a) 400 feet between a lagoon and any residence under separate ownership;
b) 100 feet between a surface sand filter and any residence under separate ownership;
c) 100 feet between the recycle facilities and any private or public water supply source;
d) 100 feet between the recycle facilities and any streams classified as WS or B and any waters classified as SA or SB;
e) 100 feet between the recycle facilities and any other stream, canal, marsh, coastal waters, lake or impoundment;
0 50 feet between the recycle facilities and property lines.
6. If any of the buffers specified in No. 5 above are not being met, please explain how the proposed buffers will provide equal
or better protection of the Waters of the State with no increased potential for nuisance conditions:
gl A
7. Are any components of the recycle facility located within the 100-year flood plain? _ Yes; ✓ No. If Yes, briefly
describe the protective measures being taken to protect against flooding.
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
a. One original and three copies of the completed and appropriately executed application form.
b. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
c. Five (5) sets of detailed plans and specifications signed and sealed by a North Carolina Professignal Engineer. The plans must
include a general location map, a site map which indicates where any borings or hand auger samples were taken, along with
buffers, structures, and property lines. Each sheet of the plans and the first page of the specifications must be signed and sealed.
d. For industrial wastewater, a complete chemical analysis of the typical wastewater must be provided.. The analysis may include,
but shall not be limited to, Total Organic Carbon, BOD, COD, Chlorides, Phosphors, Nitrates, Phenol, Total Trihalomethanes,
TCLP analysis, Total Halogenated Compounds, Total Coliforms, and Total Dissolved Solids.
e. If lagoons are a part of the facilities and the recycle water is industrial, provide a hydrogeologic description of the subsurface to a
depth of 20 feet or bedrock, whichever is less. The number of borings shall be sufficient to define the following for the area
underlying each major soil type at the site: significant changes in lithology, the vertical permeability of the unsaturated zone, the
hydraulic conductivity of the saturated zone, and the depth of the mean seasonal high water table.
f. Five copies of all reports, evaluations, agreements, supporting calculations, etc., must be submitted as a part of the specifications
which are signed and sealed by a North Carolina Professional Engineer. Although certain portions of this required submittal must
be developed by other professionals, inclusion of these materials under the signature and seal of a North Carolina Professional
Engineer signifies that he has reviewed this material and has judged it to be consistent with his proposed design.
g'. Five (5) copies of the existing permit if a renewal or a modification.
FORM: RF 02/95 Page 3 of 6

!-1 This form must be completed by the appropriate DEM regional office and included as a part of the project
' submittal information.
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which the recycle facility will be constructed must be determined by the appropriate DEM regional office. Therefore, you
are required, prior to submittal of the application package, to submit this form, with items 1 through 7 completed
to the appropriate Division of Environmental Management Regional Water Quality Supervisor (see page 6 of 6). At a
minimum, you must include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of the recycle facility and the downslope surface waters in which they will be located, Identify the closest downslope
surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the application package. .
1. Applicant (specify name of the municipality, corporation, individual, etc.): AgedEL L /A0 7—,GI63
2. Name & complete address of engineering firm: .4,e 3' I-k7 r v e
,r
Telephone number: 9.S 7 O
3. Project name: o' E-LL /AJ-Dd 5 % �!eer '11//' e7e /J-7/LL
4. Name of closest downslope surface waters: r%O,�)diV.4 A.) (I ee CZ
5. County(ies) where the recycle facility and surface waters are located: /& f,iJe &-D
6. Map name and date: Dd Z G LJO 02) C 12 7
7. NC Professional Engineer's Seal, Signature, and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment: N
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
L
Date: 6 • 2 go
FORM: RF 02/95 Page 4 of 6

Name and Complete Address of Engineering Firm: czwe / -D��`W j-
SG o //,Q zez cJ A tle .
City: Slate: /✓ C . Zip: Z Z7 Z C
Telephone Number: ( �.ZB ) '�S(o — �S%G
Professional Engineer's Certification:
attest that this application for ROeJC7G
has been reviewed by me and is accurate and complete 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 the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals, 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.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's certincation:
I, I "Q,el— at9ej6ZL , attest that this application for ?0 ej eu—
/dcrezr-s
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be retume:0tp Vie as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626.0535
TELEPHONE NUMBER: [phone]
FORM: RF 02/95 Page 5 of 6

N
6.2 A
r'E;S
V /
A'-j /
--_ _ 35.24-y
/ 276)/`0465
/ 0362
HAYWOOD COUNTY
LAND RECORDS
GEOGRAPHIC INFORMATION
2.OA A 9.OA
4183 `918' / 3146
1 in = 316.60 feet Parcel: 8609-72-6824
Date: 06/05/98
This map is prepared for the inventory of real property
found within thlsjurisdiction, and is compiled from
recorded deeds, plats, and other public records and
data. Users of tlda map are hereby notified that the
aforementioned public primary Information sources
should be consulted for the venfication of the
information contained on this map. Haywood County
assumes no legal responsibility for the information
contained on this map.

05/28/97 15: 02 GRA-IIAC D I ST. CO. + 7044525904
1,10. 951 1?10
erlieley's We Qelose-coupled end -suction centrifugal pumps are
ideal for most applications requiring high performance, easy maintenance
and moderate initial cost. Cast iron construction with unique back pull-out
I....r.. design permits access to the impeller without disturbing the piping.
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05.-2A,'W 15:01 GRR-HAF DIST. ,C0. --044525504
110.951 DIJ
r, FIERKELEY PUMPS CURVE A075
DATE 7-25-95
_ TYPE `aB" RATING CURVES PAGESUPERSEDES 5.01
MOTOR DRIVE Curve4075 Page5,01
® Dated 7.25.95
Nominal RPM: 3600
Case: Refcr m Pans Caulo6 pia. 9" (Full) Oa%ed on rash Water 0 90 deg. P.
Ln Ila: Rcfcr to Pans Catalog elulmom Wortl.a Pressure: 250 PSI
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05/28/97 15:Oct 6RA-114- 0|9T. CO. ` 7044525904 10.951 P96
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OS,28,,97 15:08 GRR-19HC DIST. CO. 4 7044525904 1.IF. 952 Prh
D
SURE=FLO
Self -Cleaning Strainer
9"
■ PVC Supply Line
HMW Bearing"
Special Drive CI(
Nozzles provide
wide, hard hittinc
uniform spray pa
(stainless steel)
■ Powder epoxy co
aluminum screen
.097 holes, .080 t
■ UHMW Bearing
Saves Time
No need to stop pumping to
clean off this strainer screen.
Water returned back to
the strainer, drives the
revolving assembly and
blasts debris away from
the screen
Patent No. 4822486
Saves Money
A clean strainer screen allows
the pump to perform most
efficiently, Improvement in
pump efficiency does reduce
pump operating expense and
can represent a substantial
savings.
■ PVC - easily attached to a
variety of suction lines
■ Teflon Seal is Self-
lubricating, providing a
slippery, effective seal
Flow Controlling Entry
ports promote low, nearly
uniform through screen
velocity (eliminates hot
spot at the top of the
screen)
■ All fasteners are stainless
steel
■ Rugged high density
polyethylene,
ultraviolet
stabilized
Built to Last
Easy to install and designed
to meet the challenge of
tough pumping situations.
Materials are strong, light
weight, and have a long
working life.
Have a SURE-FLO foot valve? — Add a SURE-FLO self-cleaning strainer.
Mfg by- Perfection Sprinkler Co.
2077 S. State St.
P.O. Box 1363
Ann Arbor, Mich. 48106
313-761-5110
Your authorized
� SURE-FLO Dealer
f�1

05/28/97 15: i t9 GPR—I°IAC D 1 =;T. CO. -, 70445.2_. f-14 NO. 952 Di -I'
Specifications
Strainer
Screen
Required Supply
GPM
Capacity
Mansions
Operating Line
Overall
Used to Weight
gpm
Ht. x Width
Pressure Size
OperateHeight
j.
�r
SCS3 160
6 x 101/2
60 psi 1 "
6 10 151/2"
SellCleaning
Strainer
Threaded Foot Valve with
Self -Cleaning Strainer
Standard Foot Valve with
Self -Cleaning Strainer
SC84
325
12 x 10'/2
60 psi
1 "
13
13
211/2"
SCS6
625
141/4 x 161/2
60 psi
ill
24
25
26"
SCS6
1150
213/4 x 20
60 psi
11/2
32
34
33"
SCS10
1500
24 x 24
65 psi
2"
43
55
351/2"
SCS10•BB
1900
30 x 24
65 psi
2"
52
65
411/2"
Total Overall
Weight Height
SCSV4P 21 30
Total Overall
Weight Height
SCSVV4-CF 26 31
SCSV6P
42
37
""y
SCSVV6-CF
46
36
SCSVSP
60
46
SCSVV8•CF
69
46
SCSVIOP
96
511/2
SCSVV10-CF
101
501/2
SCSVIOP-BB
107
571/2
Companion Flange Foot Valve
SCSVV10-CF-BB
112
561/2
with Self -Cleaning Strainer
Total
Overall
Total
Overall
Weight
Haight
Weight
Height
t .
SCSV4
21
301/2
SCSVV4
22
31
ry4-a L,
SCSV6
39
38
SCSVV6
44
39
SCSVB
55
451/2
SCSVV8
62
47
SCSV10
87
501/2
SCSM O
96
531/2
SCSV10-BB
98
561/2
Vertical Foot Valve with
SCSVVI O-BB
107
591/2
Self -Cleaning Strainer

ill,, .:. ,, I',: I... .-F.,l_,,.IHF DIST. f-Cl. - 70445�_'S904 _ IdCl. 952 Dill
1
Nelson F33 Series
TWO NOZZLES F33
Noz.
P.S.I.
Nozzle
9164" x
3/32" 71
GPM VIA.
Nozzle
5/32" x
3/32" 7"
GPM PIA.
Nozzle
11/64" x
3/32" 7'
GPM VIA.
Nozzle
3/16" x l
3132" 7°
GPM DIA.
Nozzle
3/16" x
i/8" 20"
GPM DIA.
Nozzle
13/64" x
1/9" 20°
GPM DIA.
Nozzle
7/32" x
118" 20`
GPM VIA,
25
4 18
80
4.83
82
555
83
6.31
85
7 41;
85
8.30
96
9.25
88
30
4.58
81
5.26
85
6.07
88
693
91
6. i
11
9.15
94
10.20
06
495
62
571
87
6.57
90
7.51
94
663
04
990
97
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100
115
40
5.29
83
611
68
7,03
92
8.03
96
:i46
96
1065
99
1190
102
45
5.61
84
0,40
80
7.46
04
8.53
90
10.05
De
it 30
101
12.65
104
50
541
85
602
90
7.87
95
9.00
too
1060
too
11.90
103
13,36
105
$5
6.20
86
7,15
91
6.25
96
9.45
101
11.to
lot
12.50
104
14.00
107
60
6A8
87
747
92
8.150
97
986
102
1160
102
13.DO
105
14 b0
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88
776
93
8.93
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10.27
103
12 to
103
1350
106
1500
100
70
100
89
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94
9.25
99
1060
104
1250
104
14.00
107
1545
110
75
/.25
90
8.37
95
9.56
100
11.02
105
' qO
105
14.46
108
1590
Ill
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749
91
865
96
1 967
101
11 36
106
1326
100
14.On
109
1630
112
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Noz.
P.5.1.
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9164" z
3132" 7e
GPM DIA.
No::le
5/32" x
3/32" 7"
GPM, DIA.
ou a
I1/64" a
3/32" 7°
GPM DIA.
ozsle
3/16" %
3132' 7"
GPM DIA.
NQUIC
3/16" a
1/6'. 20°
GPM GIA.
oulo
13164" x
1/8" 20"
GPM DIA.
Nozzle
7132" x
114" 20,
GPM DIA.
40
529
91
aA1
94
7.03
96
801
101
946
lot
1065
105
n 90
106
45
561
02
6.46
'06
7AS
98
8$J
104
lOOS
104
1130
106
1285
50
5.91
93
6.52
98
7.87
100
9nn
106
1060
ifi6
1100
107
1315
110
55
820
94
7,15
100
0.25
102
945
108
1110
108
12.50
108
1400
112
60
6.48
95
7.47
101
U 60
103
9.66
too
11.60
109
13.00
110
14 5%
114
65
8,75
9fi
7.75
102
693
104
1027
110
12.10
IlO
1300
112
1500
116
70
7.00
97
8.00
103
925
106
10.66
Ill
12,50
I11
14,00
114
1645
118
75
7.25
98
8.37
104
9.56
108
11.02
1121
' 2 90
112
14.40
1161
1590
1 m
80
7.49
100
0.65
105
9.87
110
11 36
n 0
1325
113
14 80
1181
16.30
100
SINGLE NOZZLE F33S OR F33P
NOL
P,S.I.
Nozzle
9/"'
GPM VIA.
Nozzle
51321,
GPM DIA.
ozzle'
11/l
PM 11
Nozzle
3/16"
GPM DIA,
Nozzle
13154"
GPM DIA.
Nozzle
7/32"
GPM DIA.
25
2.86
80
3.52
82
4.24 A3
$00
85
5.90
86
6.85
89
30
3.15
81
385
85
4.64 $8
550
91
8,50
44
7.55
96
35
340
82
416
87
5.02 90
5,95
94
7.05
97
82O
l00
40
364
83
4.45
88
5.37 92
6 38
96
7,55
99
a on
102
4
3.66
407
64
85
4,72
4.98
89
00
57
6.76
7 16
98
100
6.00
8.45
101
t 03
93$
9.90
104
t 06
S9
427
86
5.22
91
630 96
752
101
8.85
104
10,40
t07
60
446
87
546
92
5.57 97
78$
102
9.25
105
1O'I$
108
65
4,65
88
568
93
6.83 98
0.16
103
9-60
106
it t6
109
70
483
89
5.90
94
7.09 99
8.50
1Do
9,95
107
1140
110
/5
50n
90
511
95
7 34 100
8.00
105
10.25
10A
11.70
ill
80
517
91
6.30
96
7,54 ill
9.00
106
1050
l09
12.00
112
SINGLE NOZZLE WITH VANE F33SV OR F33PV
Ndx,
P.S,1,
Nozzle
9/54"
GPM DIA,
Nozzle
5132"
GPM DIA.
Nozzle
111641,
GPM DIA.
Nozzle
3/16"
GPM DIA,
Nozzle
13/64"
GPM DIA.
Nozzle
7/32"
GPM DIA.
40
384
91
4.45
94
5.37
96
6.18
101
7,55
105
8.80
106
45
,3,86
92
4.72
96
5.70
98
6.78
104
800
106
9.35
108
50
407
93
4.98
08
0.01
100
716
-06
8.45
107
9.90
110
55
427
94
5.22
100
6.30
102
7.52
.00
8.85
106
10.40
112
60
446
95
5.45
101
6.57
103
7.85
109
925
110
10.75
114
66
465
96
5.68
102
6,83
104
8.18
Ito
9.60
112
11,10
116
70
483
97
5.90
101
709
106
0.60
Ill
995
114
11 40
118
75
5110
98
6.11
104
734
108
860
112
10.25
116
11.70
120
80
5,17
100
1 6.30
105
1 7.50
110
9.09
1l0
1050
118
12.00
122
Sprinkler D9riCrmalW4 data has boon obtained under Waal teal d0ndll w and may be edv@fWiy 94
I401a0 Dy a4n4, poor bydraviic entrance 900110re. ar 41Mr lectoo. Nol;04 Inillabon CArpordlWn
Makes rW 11pr49en191lon w9or41ng dlaplal con01tiors. o6ilormlly, or applipalian role.
NOTES:
Highest point of stream 16 T above nozzle with standard 118" nozzle at normal
operating pmwauro. STATE PERFORMANCE AT NOZZLE PRESSURE.
Vq Features sturdy brass
o drive arm and rugged
F33 double -bridged brass
3/4• body. Operated in mia-
dle gallonage range,
nozzle sizes from 9/64"
to 7/32''. Trajectory
angle is 25'.
Nelson F32S Series
Features sturdy
alodined die
cast aluminum
drive arm with
r a p I a c a b I a
brass bearing.
Operates in lower
gallonage range,
nozzle Sizes7/64'
to 9164". SINGLE NOZZLE F32S
F32$
37a"
NOL
P.S.I.
Nozzle
7164"
GPM DIA.
Nozzle
VO"
GPM VIA.
Nozzle
9/64"
GPM DIA,
25
1.73
77
2 25
1$
2 00
80
30
1,89
76
247
79
3.15
81
35
2,05
78
268
80
3.40
02
40
219
79
257
81
3.64
03
45
232
80
305
82
388
84
50
245
80
922
83
4.07
05
55
257
81
3la
84
4,27
86
60
< 60
82
1.53
85
4.46
07
fy5
210
82
3.68
86
4.65
88
70
2911
83
3a2
86
483
69
75
300
83
196
87
500
90
e0
310
84
4,09
87
517
91
SINGLE NOZZLE WITH VANE F32SV
Noz,
P,S.I.
Nozzle
GPM GIA.
Nozzle
1'
GPM VIA,
Nozzle
91W"
GPM VIA.
25
1.73
78
2.25
82
2.88
85
30
1,09
79
247
84
3.16
87
35
2.05
80
2.66
$S
l40
89
40
2,19
81
2.67
86
3.64
91
45
2,32
82
105
87
306
92
50
2.45
B3
322
88
4.07
93
A6
2.57
84
3.38
89
4.27
94
60
2.68
85
3.53
90
4.46
95
65
2.79
06
3.68
91
4.65
96
70
2.90
67
382
02
4.83
97
75
3.00
ee
396
93
5.00
98
BC
3,10
89
409
94
517
i00

05%28/97 15:0.,, GRA—MAC DIST. CO. 4 7044525904 1`10.951 D11
i
I
I
I
I
1
1
1
1
I
I
1�
1
1
1
1
Models:
4S261A 4S261D
4S261AST 4526IDST
Features:
• Solid Brass Construction
• Anli•Backsplash Driver Arm For Reduced Splash
(4S261 ST's Only)
• Stainless Steel Drive Spring
• Stainless Steel Trip Assembly
• Stainless Steel Self Gripping Trip Collars
• 20' To 340' Arc Or Full Circle
• "Sure Seal' ® Sand load Bearing Assembly
• Chemical Resistant Bearing Seals
• Adjustable Diffuser Pin, For Nozzle Stream Breakup
(4S261A, 4$261AST Only)
• Adjustable Deflector Plate For Distance Control &
Diffusor Pin Assembly 14S261 D 45261 DST Only)
' �• Double Nozzle Or Single Nozzle And Plug
Configurations
Applications:
• Greenhouses
• Nurseries
• Irrigation
• Dust Control
• town & Gorden
• Industrial
• large Turf
• General Purpose
Operating Range:
American Metric
PRESSURE 30 - 60 PSI 2.07.4.14 Bar
FLOW 3.94.13.73 GPM 14.94 - 52.D2 Ltrs/Min
SPACING 41 - 50 Feet 12.50.15.24 Mfrs
Specifications:
• 3/4" Mole, Notional Pipe Thread (NPT)
• 3/4" Male, British Standard Pipe Thread (BSP) Optional
• Solid Bross Nozzles
fi�L Nozzle Thread Top Drive 1/4' National Pipe Thread
• Nozzle Thread Lower Range 3/8" Notional Fine Thread
�4'C1Rcle

a
N
i
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2
On
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1
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�
�
51%
a

05' ✓97 14: --, GRA-11W DI T_ rr,. 7it44 9n
-- 4
I li 1. 951 D'J-
b-
0
x
rI
6L
6�
Ch
o
e

�eA7-10
JccocJ z• FS
iAee-77G'G&r Si �r fiGT,e4T�,o.J
�Jic c .6 6 c-,7-?J Cz:/ o s 7-b , o
158 DESIGN QP LANDFILL ELEMENTS
TABLE 8.5. Sedimentation Basin Surface
Area for.l m'/sec Flow
Particle`Size (mm) Area (m)
0.1 (100 µm)
125
0.06 (60 µm)
263
0.04 (40 µm)
476
0.01 (10 µm)
6.7 x 10'
0.001(1µm)
6.7x 10'

F n EHIIF'. HF'i1 i, y, [l.I9'i4 111: 54 F. 1
North Carolina Dopartmont of Environment, Hoalth, and Natural Rusourcus
Division of Solid Waste Manaparnenl
Solid Waste Section
YARD WASTE FACILITY NOTIFICATION
!Effective February 1, 19911
Pursuant to 15A NCAC 138 .0902(c)(i), the owner or operator of an y Y r Wastecesses and stores
less than 6,000 cubic yards of material quarterly shall submit this form t at B Departmelnt ity on aln ch ann�ef basis beginning
February 1, 1991. Existing facilities shall notify the Department no later than August 1, 1991.
1, Site Name: Powell Industries
2. Facility location (main entrance): Jonathan Creek Road
City: Wa nesville Haywood County: Y Zip: 28786
3, Name of site operator: Carl Powell
4. Mailing address of Site operator: Post Office Box 65
City: Waynesville
State: North Carolina Zip: 28786
5. Telephone number of site operator:( 704 1 926-9114
6. Name of property owner (if different): Powell Industries, Inc. _..
7, Mailing address of owner: Post Office Box 65
City: Waynesville
State:North Carolina Zip. 28786
8. Telephone number of ownerl, 704 926-9114
9, Type of waste received (i.e„ leaves, grass clippings, land cl aring debris (wood, stumps, etc.)):
Loose bark and chips from chipping operatign
10, Amount of waste received quarterly: 1000 Cubic Yards
11. Amount of waste removed quarterly: 1000 Cubic Yards
IF MORE SPACE IS NEEDED, ATTACH ADDITIONAL SHEETS
)EHNR 3754 (21911
"I'd Wusle eeelien (Review 2/e3)

G ki,M ENllk. ik0 08. 22. 1994 1 0 : :4 f . .
12•' Description of composting procoss to bo usod:
Static Pile Operation - Wood is chipped to size
and screened to size using read screen a
13.0 Intended distribution of finished
Residential Yard Mulch
14. Certification:
To the best of my knowledge and belief, I certify the information provided in this nptification is true, accurate,
and complete. Furthermore, I understand the operational of yard waste facilities as outlined in .0904 of the Solid
Waste Management Rules.
Gary D. MCKa
Name of *wthorltad Agent
iSEALI
M yr
PUBLIC
My coMmisslon expires: May 18, 1997
12. The description of the compost process must minimally Include formation of windrows and annual turning of
leaves. If additional processing Is done, explain briefly, I,e., usage of tub grinder, monthly aeration, etc.
13, Explain briefly how the compost or mulch from your site is to be, used.
INSTRUCTIONS
Purpose: Notification of yard
f waste facility site$ is required by ISA NCAC 138 .0902(C11i1. A permit Is required
for facilities storing and processing more than 61000 Cubic yards of material quarterly. Contact the
Solid Waste Section at the address below for more Information.
Distribution: Mall completed original to the following address:
Division of Solid Waste Management
Solid Waste Section
Post Office Box 27687
Raleigh, North Carolina 27611.7687
[phone]
Disposition; This form will be transferred to the State Records Center when held for agency in the State value ends. Records will be
custody of the Archives. ta Records Center five (Sl additional years and then transferred to the