030021_call log_20180501

Sh
andCOMPLAINT LOG
f Water Resources -Animal Waste
Winston-Salem Regional Office
Date Received: 511 l pZb I is
Time Received: o TSrA
Staff Receiving call: °
��
Facility Name:
Permit Number:
Contact Name:
Contact Phone/Email:
Comments/Description:
Follow-up Required: Yes or No
Date and Type of Inspection(s) Conducted:
Result of Complaint Investigation:
Date Investigation Began:
Date Investigation Closed:
Was a violation documented? Yes or No
Responsible Party:
Address:
(cL3,5- D>..,vo

DRAWING NOT TO SCALE CONDITIONS OF USE
cFr. WHEEL SPACING
•
� 0
1
I��L=ii�IJ1=��liiiClai�lrli�i=1�IG1.I
PLAN VIEW
STEEL SCHEDULE (GRADE 60)
MARK
SIZE
QUAN
TYPE
0.
b
LENGTH
TOTAL
LENGTH
A
#4
25
STR
---
---
14'-0"
350'-0"
B
#4
0
STR
---
---
---
---
#4
16
2
8'=0"
2'
12'-0"
192'-0"
D
#4
0
STR
I ---
i ---
i ---
--
#4 BARS — 542 FT. ®, 0.668 LBS./FT. = 360.06 LBS.
CONCRETE VOLUME = 4.05 CU. YDS.
b b
a
TYPE 2
REINFORCED CONCRETE SLAB
SUPPORT WALL
***CALL BEFORE YOU DIG***
WI-590 Page 1 of 2
USDA United States
Date
File Name
PUSH —OFF RAMP
Designed R. MOORE 1/18
WI-590
FD:.�g Department of
Date
Agriculture
Drawn
Natural Resources
JOINES DAIRY
CLIENT:
Checked R. MOORE 1/18
06/2016
Conservation Service
COUNTY: ALLEGHANY, NC
Approved J. STOKES 1/18
Sheetxx of ---

DESIGN STRENGTHS:
CONCRETE fc = 4,000 psi STEEL fy = 60,000 psi A
F
14'-4"
4' CLEAR
12"—
�I
�I
2" CLEAR . o /i
o BARS
SL IDE VIEW SUPPORT WALL
6" I- 2' �---� A
I� 8=OA BARS ® 6"
O 8"
8.5'
SECTION A —A
GENERAL DESIGN NOTES:
• RAMP WILL SUPPORT A 10,000 LB. AXLE LOAD AT 4' WHEEL SPACING. WHEEL LOAD < 2' FROM THE
SUPPORT WALL.
• USE NRCS STANDARD REINFORCED CONCRETE WALLS. FOR MANURE STORAGE FACILITIES THAT. ARE LISTED
AS ADEQUATE TO SUPPORT A PUSH —OFF RAMP, OR USE A SUPPORT WALL DESIGNED. FOR, THAT L PURPOSE.
• INSTALL MANUFACTURED OR CONSTRUCTED SAFETY GUARD AT END OF RAMP. PAINT THE SAFETY GUARD A
HIGHLY VISIBLE COLOR. THE SAFETY GUARD IS INTENDED AS A VISUAL WARNING TO ALERT MACHINERY
OPERATOR OF THE PROXIMITY OF THE WASTE STORAGE FACILITY EDGE. IT IS NOT DESIGNED AS A
PHYSICAL BARRIER TO PREVENT ACCIDENTAL ENTRY.
• INSTALL BOND BREAKER BETWEEN RAMP AND SUPPORT WALL.
• REINFORCEMENT SUPPORT SHALL EITHER BE METAL CHAIRS OR CONCRETE BLOCKS.
• OVERLAP SPLICES 1' AND TIE BOTH ENDS WITH METAL WIRE.
DRAWING NOT TO SCALE
***CALL BEFORE YOU DIG***