2010-05-25_REVISION - C1981008 ‎(38)‎

• Permit No: C1981008
• IBM Index Class Name: Revision
• Doc Date: 5/25/2010
• Doc Name: Response 1 Revised Pages Section 2.05.4‎(2)‎‎(e)‎ Attachment 2.05.4‎(2)‎‎(e)‎-7
• Type & Sequence: PR6
• Media Type: D
• Archive: No

y WORKSHEET
MARCH 1993
S� IDEROLL SPRINKLER DESIGN WORKS
Based on (Old and New Colorado irrigation Guide and
National Engineering Handbook Sec. 15, Chap. 11
Project Name: / J V
N j. l � �N 2
Des igner : J �"t �J 0 \
Field #: Checked by:
Date. l2-10
Date:
PRELIMINARY DATA:
DESIGN CROP: ( `-- Use crop with greatest water needs.
SOIL NAME :
TOWN • / /ac
SPRINKLER LATERAL �1
SLOPE 153. C �
for downhill slope,
for uphill slope
MINIMUM PRESSURE psi available for sideroll [P3
FIELD DIMENSIONS (i �1 v C'�� (�� ft. (T,3 (mainfold or mainline
LENGTH G� / direction)
- 3a(> ) ft. pg] ( sideroll direction)
WIDTH _
SOILS INFORMATION :
DESIGN GROUP /
(CIG Section 2B)
MAX SPRINKLER O inch /hr. 113
APP. RATE
(CIG Section 2 -C, CIG Table 6 -D -1, Table CO6Ef5.70)
ROOT DEPTH ft. . 12 3
'(Attached table 11 - 2 or Table CO684.2)
MOISTURE EXTRACTION / ft . (max 5 ft .) 13
DEPTH (Table CO684.2)
Attachment 2.05.4(2)(e) -7 -10