HomeMy WebLinkAbout20011308.tiff AgPro Environmental Services, LLC 6508 Weld County Rd 5,Erie,CO 80516
SPARBOE HO &Z N CORPORATION
FARM NUMBER 1
6339 WCR 47
Hudson, CO 80642
• . . . . . . . . .
Comprehensive Nutrient Management Plan
Prepared by:
AgPro Environmental Services, LLC
February 19, 2001
2001-1308
Your "Pro-Ag"Environmental Professionals
Sparboe Horizon Corporation Farm No. I 02.19.2001
TABLE OF CONTENTS
INTRODUCTION 3
OBJECTIVE 3
MANAGEMENT 3
LEGAL DESCRIPTION 3
SITE DESCRIPTION 3
FACILITY 3
MAPS 4
Topographic Map 4
Site Layout 4
Soils Map 4
ANIMAL OUTPUTS 4
ANIMAL UNITS 4
ANIMAL OUTPUTS 4
SOLID MANURE COLLECTION 5
STORM WATER ATER COLLECTION 5
PROCESS WASTEWATER 5
LAND APPLICATION 5
RECORD KEEPING 6
LIMITATIONS 6
Appendix A 7
Appendix B 8
Appendix C 9
CNMP AgPro Environmental Services, LLC 2
Sparboe Horizon Corporation Farm No. 1 02.19.2001
Introduction
Objective
This comprehensive nutrient management plan has been developed to comply with Colorado's
Confined Animal Feeding Operations Control Regulation, 5 CCR 1002-81. It is designed to
prevent discharge of manure or process wastewater to waters of the state. Should this plan be
ineffective in preventing discharges, or if operational changes occur that will affect potential
discharges, this plan shall be modified to reflect appropriate changes to ensure discharge
potential is minimized. Sparboe Horizon Corporation will keep records associated with this plan
for a minimum of three years.
Management
Sparboe Horizon Corporation's Farm No. 1 is owned and operated by Sparboe Horizon
Corporation. Contacts should be made to:
Vince Ruschitti or Greg Murch
Complex Manager Vice President
Sparboe Horizon Corporation Sparboe Horizon Corporation
6339 Weld County Rd 47 P.O. Box 961
Hudson, CO 80642 Litchfield, MN 55355
(303) 536-4100 (320) 693-2431
Legal Description
Sparboe Horizon Corporation's Farm No. 1 is located on the East V2 of Section 35, Township 2
North, Range 65 West of the 6th Principle Meridian, Weld County, Colorado.
Site Description
Facility
Sparboe Horizon Corporation's Farm No. 1 is located on approximately 300 acres of land
northwest of Hudson, Colorado. It is on the northwest corner of the intersection of WCR 47 and
Interstate 76's north Frontage Road. Sparboe Horizon Corporation's Farm No. 1 produces eggs.
The facility's construction is typical for national egg producers; fully enclosed, mechanically
ventilated buildings, egg processing and storage facilities, and appropriate feed mixing and
storage. Farm ground surrounds the facility. Sparboe Horizon Corporation plans to expand their
laying capacity from approximately 720,000 birds to a maximum one-time capacity of 1,620,000
layers. Layer numbers fluctuate throughout the year as barns are de-populated and re-populated
after sufficient down time. Therefore, the average number of layers at the facility is expected to
be somewhat lower than the maximum capacity.
CNMP AgPro Environmental Services, LLC 3
Sparboe Horizon Corporation Farm No. 1 02.19.2001
Maps
The maps described below are included in Appendix A.
Topographic Map
The Topographical Location Map shows the location of Sparboe Horizon Corporation's Farm
No. 1, surrounding sites, topography and major drainages.
Site Layout
The Site Layout details the configuration of the existing buildings along with well-marked
proposed additions.
Soils Map
The soils map shows the different soil types in the area. Also included are the detailed soil
descriptions.
Animal Outputs
Animal Units
Table 1 below outlines the poultry animals on site and the Colorado Confined Animal Feeding
Operations Control regulation animal unit equivalency.
Table 1 -Animal Units
Animal Type Typical Wt. Maximum capacity Equivalency Animal Units
(lbs.) (No. OF Head) Factor
Layers 3.5 1,620,000 0.01 16,200
Totals 1,620,000 16,200
Animal Outputs
Table 2 below calculates the amount of manure produced and the associated nutrients on an "as
excreted basis". In addition, compost weight is calculated accounting for predictable moisture
losses. The calculations are based on NRCS Agricultural Waste Management Field Handbook,
for typical size layers and a maximum capacity of 1,620,000 layers.
Table 2-Manure Production
NRCS Agricultural Waste Management Field Handbook Moisture Manure Manure TS VS Nitrogen Prosphorus Potassium
(lbs./day/ (ft°/day/ (lbs./day/ (lbs./day/ (lbs./day/ (lbs_/day/ (lbs. day/
Animal Type Number of Hd WUhd,lbs. Total WI.,lbs. (%) 1000#) 1000# 1000#) 1000#) 10004) 1000#) 1000#)
Layers 1,620,000 3.5 5,670,000 75.0 60.5 0.93 15.10 10.80 0.83 0.31 0.34
Totals 1,620,000 5,670,000
Total Daily Production 343,035 5,273 85,617 61,236 4,706 1,758 1,928
Total Annual Production 125,207,775 1,924,682 31,250,205 22,351,140 1,717,727 641,561 703,647
Tons produced w/moisture content of 75% 62,604
Tons to haul w/moisture content of 60% 39,127
Tons of compost produced w/moisture content or 50% 31,302
CNMP AgPro Environmental Services, LLC 4
Sparboe Horizon Corporation Farm No. 1 02.19.2001
Solid Manure Collection
Sparboe Horizon Corporation cleans litter from the barns on a routine basis. The existing barns
are cleaned out every other day via a conveyor that removes the manure from the building and
deposits it directly into a waiting truck. The trucks then haul the collected manure off site to a
composting facility in the area or to area farmers for use on their land. The new buildings will be
constructed so that manure is removed once per year. A deep pit will be under the layer cages
and manure will collect over time and be removed annually. During annual manure removal,
trucks will take manure immediately off site to a composting facility in the area or to area
farmers for use on their land. Stockpiling of manure is not expected. Sparboe Horizon
Corporation will keep records of how much litter is taken off site.
Stormwater Collection
Stormwater containment at Sparboe Horizon Corporation's Farm No. 1 is not an issue, since the
birds are enclosed inside and no stockpiles of manure are maintained outside.
Process Wastewater
Sparboe Horizon Corporation's Farm No. 1 produces a small amount of process wastewater from
washing the eggs prior to processing. Estimated maximum daily process wastewater generated is
currently approximately 3,000 gallons per day. After expansion the estimated maximum daily
process wastewater generation will be approximately 4,000 gallons per day. Process wastewater
flows out of the processing area and into the first of two ponds northwest of the facility. The two
ponds were constructed before 1989. A calculation table is in Appendix B showing the volumes
for each pond.
The two-cell system is designed for complete evaporation of process wastewater. Per the state
regulation regarding complete evaporation systems, a table is included in Appendix B that
demonstrates the adequacy of the two-cell system for complete evaporation. The table accounts
for the following:
• Precipitation data for the ten wettest consecutive years in history for Greeley, CO
• Average lake evaporation for Greeley, CO
• Constant evaporation area with the first pond full and the second pond with minimal
water
• Process wastewater generation of 4,000 gallons per day
The table demonstrates that the ponds do not approach a volume where pumping would be
necessary.
Land Application
Sparboe Horizon Corporation's Farm No. 1 does not plan to land apply any of its generated
manure. The manure generated is trucked off immediately to an area compost facility or to area
farmers for use on their land. Process wastewater does not need to be pumped, as the previous
section describes the complete evaporation system.
CNMP AgPro Environmental Services, LLC 5
Sparboe Horizon Corporation Farm No. I 02.19.2001
Record Keeping
Sparboe Horizon Corporation will keep records per Table 3 (forms are in Appendix C):
Table 3- Record Keeping Forms
ITEM FORM USED FREQUENCY OF RECORDING
Manure Removal Manure/Compost Daily during removal
Removal Log
Pond Inspection Retention Basin Monthly
Inspection Form
Limitations
AgPro Environmental Services, LLC has no control over the services or information furnished
by others. This Comprehensive Nutrient Management Plan was prepared, based on, and
developed in accordance with, generally accepted environmental consulting practices. This plan
was prepared for the exclusive use of Sparboe Horizon Corporation and specific application to
the subject property. The opinions provided herein are made based on AgPro Environmental
Services' experience and qualifications, and represent AgPro Environmental Services' best
judgment as experienced and qualified professionals familiar with the agriculture industry.
AgPro Environmental Services, LLC makes no warranty, expressed or implied.
CNMP AgPro Environmental Services, LLC 6
Sparboe Horizon Corporation Farm No. I 02.19.2001
Appendix A
• Topographic Location Map
• Site Layout
• USDA, Weld County Soils Map & Descriptions
CNMP AgPro Environmental Services, LLC 7
Sparboe Horizon Corporation Farm No. 1 02.19.2001
Appendix B
• Retention basins capacity calculations
• Wettest Years' Stormwater/Process Wastewater Generation Table
CNMP AgPro Environmental Services, LLC 8
Sparboe Horizon Corporation
Farm No. 1
Pond Capacity Calculations
Lagoon Capacities
Existing
Lagoon Secondary
Capacities Main Pond Pond
Length (Top-of-Berm) (feet) 275 275
Width (Top-of-Berm) (feet) 202 255
Liquid Depth (feet) 8 3
Slope (ft. horizontal/1 ft. vertical) 4 4
Freeboard(feet) 2 2
Liner Thickness (feet) 1 1
Totals (Cubic-Feet) 282,395 168,351 450,746
(Acre-Feet) 6.48 3.86 10.3
Surface Area @ Top-of-Bern - 55,550 70,125 - 125,675
Surface Area @ Liquid Level - 48,174 61,901 - 110,075
Surface Area @ 1/2-full Dept - 34,958 56,069 - 91,027
Surface Area @ Bottom, ft2 - 23,790 50,525 - 74,315
Existing Primary Pond Existing Secondary Pond
Vol. For Vol. For
Area @ depth, Increment, Area @ Increment,
Depth, ft ft2 ft3 depth, ft2 ft3
0 23,790 50,503
1 26,390 25,090 54,119 52,311
2 29,118 27,754 57,835 55,977
3 31,974 30,546 61,652 59,744
4 34,957 33,466 65,570 63,611
5 38,048 36,503 69,588 67,579
6 41,240 39,644
7 44,532 42,886
8 47,925 46,229
9 51,419 49,672
10 55,013 53,216
11
Total Volume,ft3 385,005 299,222
Total Volume,Acre-Ft. 8.84 6.87
Vol.w/2'freeboard,its 282,117 168,032
Vol.w/2'freeboard,Acre-Ft. 6.48 3.86
Sparboe Horizon Corporation
Farm No. 1
Process Wastewater Accumulation Calculation(10-Wettest Years) Init.Volume
Process Water Generated,GPO= 4,000 Pond Surface Area,fe= 125,675 Evaporation Area,n'= 98,699 6.5
Precip.• Percent Runoff Area Total Runoff Lake Evap. Evap.Area Total Evap. Process-H20 Net Change Amt.Pumped Vol.In Lagoon Annual Pumped
Month (inches) Runoff (Acres) (Acre-Ft.) (inches)"' (Acres) (Acre-Ft.) (Acre-Ft.) (Acre-Ft.) (Acre-Ft.) (Acre-Ft.) (Acre-Ft)
Jan 0.50 5.0% 0 0.12 1.35 2.27 0.25 0.38 0.25 6.75
Feb 0.13 5.0% 0 0.03 1.58 2.27 0.30 0.34 0.08 6.82
Mar 0.09 5.0% 0 0.02 2.48 2.27 0.47 0.38 (0.07) 6.76
Apr 1.83 7.0% 0 0.44 4.05 2.27 0.76 0.37 0.04 6.80
May 5.22 17.0% 0 1.26 5.4 2.27 1.02 0.38 0.62 7.42
u Jun 1.37 15.0% 0 0.33 6.53 2.27 1.23 0.37 (0.54) 6.88 -
Y Jul 0.70 13.0% 0 0.17 6.75 2.27 1.27 0.38 (0.73) 6.16
Aug 0.53 12.0% 0 0.13 6.08 2.27 1.15 0.38 (0.64) 5.52
Sep 0.00 13.0% 0 - 4.5 2.27 0.85 0.37 (0.48) 5.03
Oct 1.96 10.0% 0 0.47 3.15 2.27 0.59 0.38 0.26 5.29
Nov 0.18 5.0% 0 0.04 1.8 2.27 0.34 0.37 0.07 5.36
Dec 1.06 5.0% 0 0.25 1.35 2.27 0.25 0.38 0.38 5.74
Jan 0.38 5.0% 0 0.09 1.35 2.27 0.25 0.38 0.22 5.96
Feb 0.06 5.0% 0 0.01 1.58 2.27 0.30 0.34 0.06 6.02
Mar 2.90 5.0% 0 0.70 2.48 2.27 0.47 0.38 0.61 6.63
Apr 1.67 7.0% 0 0.40 4.05 2.27 0.76 0.37 0.01 6.63
ry May 4.47 17.0% 0 1.07 5.4 2.27 1.02 0.38 0.44 7.07
u Jun 3.53 15.0% 0 0.85 6.53 2.27 1.23 0.37 (0.02) 7.05 -
Jul 0.39 13.0% 0 0.09 6.75 2.27 1.27 0.38 (0.80) 6.25
• Aug 3.89 12.0% 0 0.94 6.08 2.27 1.15 0.38 0.17 6.42
Sep 0.94 13.0% 0 0.23 4.5 2.27 0.85 0.37 (0.26) 6.17
Oct 0.94 10.0% 0 0.23 3.15 2.27 0.59 0.38 0.01 6.18
Nov 1.89 5.0% 0 0.45 1.8 2.27 0.34 0.37 0.48 6.66
Dec 1.11 5.0% 0 0.27 1.35 2.27 0.25 0.38 0.39 7.05
Jan 1.44 5.0% 0 0.35 1.35 2.27 0.25 0.38 0.47 7.53
Feb 0.66 5.0% 0 0.16 1.58 2.27 0.30 0.34 0.20 7.73
. Mar 1.87 5.0% 0 0.45 2.48 2.27 0.47 0.38 0.36 8.09
Apr 2.26 7.0% 0 0.54 4.05 2.27 0.76 0.37 0.15 8.24
en May 2.49 17.0% 0 0.60 5.4 2.27 1.02 0.38 (0.04) 8.20
* Jun 0.85 15.0% 0 0.20 6.53 2.27 1.23 0.37 (0.66) 7.54 -
rati Jul 0.61 13.0% 0 0.15 6.75 2.27 1.27 0.38 (0.75) 6.79
• Aug 0.65 12.0% 0 0.16 6.08 2.27 1.15 0.38 (0.61) 6.18
Sep 0.55 13.0% 0 0.13 4.5 2.27 0.85 0.37 (0.35) 5.83
Oct 0.36 10.0% 0 0.09 3.15 2.27 0.59 0.38 (0.13) 5.70
Nov 0.45 5.0% 0 0.11 1.8 2.27 0.34 0.37 0.14 5.84
Dec 0.11 5.0% 0 0.03 1.35 2.27 0.25 0.38 0.15 5.99
Jan 0.33 5.0% 0 0.08 1.35 2.27 0.25 0.38 0.21 6.20
Feb 0.11 5.0% 0 0.03 1.58 2.27 0.30 0.34 0.07 6.27
Mar 2.23 5.0% 0 0.54 2.48 2.27 0.47 0.38 0.45 6.72
Apr 1.05 7.0% 0 0.25 4.05 2.27 0.76 0.37 (0.14) 6.57
• May 5.36 17.0% 0 1.29 5.4 2.27 1.02 0.38 0.65 7.22
47. Jun 0.67 15.0% 0 0.16 6.53 2.27 1.23 0.37 (0.70) 6.52
v Jul 2.74 13.0% 0 0.66 6.75 2.27 1.27 0.38 (0.24) 6.28
> Aug 0.78 12.0% 0 0.19 6.08 2.27 1.15 0.38 (0.58) 5.70
Sep 0.67 13.0% 0 0.16 4.5 2.27 0.85 0.37 (0.32) 5.38
Oct 0.60 10.0% 0 0.14 3.15 2.27 0.59 0.38 (0.07) 5.31
Nov 0.30 5.0% 0 0.07 1.8 2.27 0.34 0.37 0.10 5.41
Dec 0.43 5.0% 0 0.10 1.35 2.27 0.25 0.38 0.23 5.64
Jan 0.22 5.0% 0 0.05 1.35 2.27 0.25 0.38 0.18 5.82
Feb 0.06 5.0% 0 0.01 1.58 2.27 0.30 0.34 0.06 5.88
Mar 0.47 5.0% 0 0.11 2.48 2.27 0.47 0.38 0.03 5.91
Apr 0.18 7.0% 0 0.04 4.05 2.27 0.76 0.37 (0.35) 5.55
h May 2.91 17.0% 0 0.70 5.4 2.27 1.02 0.38 0.06 5.61
't Jun 3.20 15.0% 0 0.77 6.53 2.27 1.23 0.37 (0.10) 5.52 -
v Jul 1.95 13.0% 0 0.47 6.75 2.27 1.27 0.38 (0.43) 5.09
> Aug 0.89 12.0% 0 0.21 6.08 2.27 1.15 0.38 (0.55) 4.54
Sep 2.14 13.0% 0 0.51 4.5 2.27 0.85 0.37 0.03 4.57
Oct 0.89 10.0% 0 0.21 3.15 2.27 0.59 0.38 (0.00) 4.57
Nov 0.35 5.0% 0 0.08 1.8 2.27 0.34 0.37 0.11 4.69
Dec 0.28 5.0% 0 0.07 1.35 2.27 0.25 0.38 0.19 4.88
Sparboe Horizon Corporation
Farm No. 1
Process Wastewater Accumulation Calculation(10-Wettest Years) Init.Volume
Process Water Generated,GPD= 4,000 Pond Surface Area,f12= 125,675 Evaporation Area,ft'= 98,699 6.5
Precip.* Percent Runoff Area Total Runoff Lake Evap. Evap.Area Total Evap. Process-H20 Net Change Amt Pumped Vol.In Lagoon Annual Pumped
Month (inches) Runoff (Acres) (Acre-F1.) (inches)*** (Acres) (Acre-Ft.) (Acre-Ft.) (Acre-Ft) (Acre-Ft.) (Acre-Ft.) (Acre-Ft.)
Jan 0.05 5.0% 0 0.01 1.35 2.27 0.25 0.38 0.14 5.02
Feb 0.02 5.0% 0 0.00 1.58 2.27 0.30 0.34 0.05 5.07
Mar 2.74 5.0% 0 0.66 2.48 2.27 0.47 0.38 0.57 5.64
Apr 3.41 7.0% 0 0.82 4.05 2.27 0.76 0.37 0.42 6.06
m May 5.06 17.0% 0 1.22 5.4 2.27 1.02 0.38 0.58 6.64
a Jun 3.68 15.0% 0 0.88 6.53 2.27 1.23 0.37 0.02 6.66 -
Y Jul 1.81 13.0% 0 0.44 6.75 2.27 1.27 0.38 (0.46) 6.20
Aug 0.50 12.0% 0 0.12 6.08 2.27 1.15 0.38 (0.65) 5.55
Sep 0.26 13.0% 0 0.06 4.5 2.27 0.85 0.37 (0.42) 5.13
Oct 0.16 10.0% 0 0.04 3.15 2.27 0.59 0.38 (0.18) 4.96
Nov 2.29 5.0% 0 0.55 1.8 2.27 0.34 0.37 0.58 5.54
Dec 0.83 5.0% 0 0.20 1.35 2.27 0.25 0.38 0.33 5.86
Jan 0.46 5.0% 0 0.11 1.35 2.27 0.25 0.38 0.24 6.10
Feb 0.99 5.0% 0 0.24 1.58 2.27 0.30 0.34 0.28 6.38
Mar 1.78 5.0% 0 0.43 2.48 2.27 0.47 0.38 0.34 6.72
Apr 2.68 7.0% 0 0.64 4.05 2.27 0.76 0.37 0.25 6.97
r May 1.48 17.0% 0 0.36 5.4 2.27 1.02 0.38 (0.28) 6.69
I. Jun 2.38 15.0% 0 0.57 6.53 2.27 1.23 0.37 (0.29) 6.39 -
m Jul 0.88 13.0% 0 0.21 6.75 2.27 1.27 0.38 (0.68) 5.71
> Aug 1.33 12.0% 0 0.32 6.08 2.27 1.15 0.38 (0.45) 5.26
Sep 0.19 13.0% 0 0.05 4.5 2.27 0.85 0.37 (0.44) 4.83
Oct 2.92 10.0% 0 0.70 3.15 2.27 0.59 0.38 0.49 5.32
Nov 0.05 5.0% 0 0.01 1.8 2.27 0.34 0.37 0.04 5.36
Dec 0.50 5.0% 0 0.12 1.35 2.27 0.25 0.38 0.25 5.60
Jan 0.93 5.0% 0 0.22 1.35 2.27 0.25 0.38 0.35 5.95
Feb 0.06 5.0% 0 0.01 1.58 2.27 0.30 0.34 0.06 6.01
Mar 0.25 5.0% 0 0.06 2.48 2.27 0.47 0.38 (0.03) 5.98
Apr 1.91 7.0% 0 0.46 4.05 2.27 0.76 0.37 0.06 6.05
ro May 0.97 17.0% 0 0.23 5.4 2.27 1.02 0.38 (0.41) 5.64
# Jun 1.83 15.0% 0 0.44 6.53 2.27 1.23 0.37 (0.42) 5.22 -
Jul 2.44 13.0% 0 0.59 6.75 2.27 1.27 0.38 (0.31) 4.91
• Aug 0.47 12.0% 0 0.11 6.08 2.27 1.15 0.38 (0.65) 4.25
Sep 1.80 13.0% 0 0.43 4.5 2.27 0.85 0.37 (0.05) 4.21
Oct 1.05 10.0% 0 0.25 3.15 2.27 0.59 0.38 0.04 4.24
Nov 1.76 5.0% 0 0.42 1.8 2.27 0.34 0.37 0.45 4.70
Dec 1.02 5.0% 0 0.25 1.35 2.27 0.25 0.38 0.37 5.07
Jan 0.20 5.0% 0 0.05 1.35 2.27 0.25 0.38 0.17 5.24
Feb 0.27 5.0% 0 0.06 1.58 2.27 0.30 0.34 0.11 5.35
Mar 0.19 5.0% 0 0.05 2.48 2.27 0.47 0.38 (0.04) 5.31
Apr 1.55 7.0% 0 0.37 4.05 2.27 0.76 0.37 (0.02) 5.28
o, May 1.72 17.0% 0 0.41 5.4 2.27 1.02 0.38 (0.23) 5.06
u Jun 1.63 15.0% 0 0.39 6.53 2.27 1.23 0.37 (0.47) 4.59 -
w Jul 0.83 13.0% 0 0.20 6.75 2.27 1.27 0.38 (0.69) 3.89
> Aug 0.40 12.0% 0 0.10 6.08 2.27 1.15 0.38 (0.67) 3.22
Sep 0.63 13.0% 0 0.15 4.5 2.27 0.85 0.37 (0.33) 2.89
Oct 1.87 10.0% 0 0.45 3.15 2.27 0.59 0.38 0.24 3.13
Nov 1.16 5.0% 0 0.28 1.8 2.27 0.34 0.37 0.31 3.43
Dec 0.33 5.0% 0 0.08 1.35 2.27 0.25 0.38 0.21 3.64
Jan 0.33 5.0% 0 0.08 1.35 2.27 0.25 0.38 0.21 3.84
Feb 1.52 5.0% 0 0.37 1.58 2.27 0.30 0.34 0.41 4.25
Mar 1.24 5.0% 0 0.30 2.48 2.27 0.47 0.38 0.21 4.46
Apr 1.11 7.0% 0 0.27 4.05 2.27 0.76 0.37 (0.13) 4.34
o May 3.85 17.0% 0 0.93 5.4 2.27 1.02 0.38 0.29 4.62
a Jun 1.13 15.0% 0 0.27 6.53 2.27 1.23 0.37 (0.59) 4.03 -
`mv Jul 0.94 13.0% 0 0.23 6.75 2.27 1.27 0.38 (0.67) 3.36
> Aug 1.03 12.0% 0 0.25 6.08 2.27 1.15 0.38 (0.52) 2.84
Sep 0.42 13.0% 0 0.10 4.5 2.27 0.85 0.37 (0.38) 2.46
Oct 0.92 10.0% 0 0.22 3.15 2.27 0.59 0.38 0.01 2.47
Nov 1.63 5.0% 0 0.39 1.8 2.27 0.34 0.37 0.42 2.89
Dec 0.88 5.0% 0 0.21 1.35 2.27 0.25 0.38 0.34 3.22
Maximum Volume Pumped= 0 Average Volume in Pond= 5.57 Maximum Volume in Pond= 8.24
Precipitation for Greeley,CO,NOAA "SCS,National Engineering Handbook -"Evaporation for Greeley,CO,NOAA
Sparboe Horizon Corporation Farm No. 1 02.19.2001
Appendix C
• Manure and/or Compost Removal Log
• Pond/Lagoon Inspection Form
CNMP AgPro Environmental Services, LLC 9
AgPro Environmental Services,LLC Feb-01
MANURE and/or COMPOST REMOVAL LOG
(to track manure and/or compost removed from facility by others)
Facility Name: Year:
# Of loads Average tare-weight Total weight Total weight Person
Date
hauled of loads hauled(lbs.) hauled(lbs.) hauled (tons) hauling
r
Comments:
AgPro Environmental Services, LLC Feb-01
Pond/Lagoon Inspection Form
(Inspect ponds/lagoons monthly.)
Facility Name: Pond Name:
Person Performing Inspection: Date:
Item Yes/No Follow-Up Date Follow-Up Initials
Needed? Y/N Completed
2 feet freeboard existing?
25-year/24-hour capacity available?
Visible bank erosion?
Visible seepage on sides or base?
Rodent burrows or holes?
Trees, stumps or roots on dike?
Inlet clear and erosion free?
Sludge/Solids accumulation present?
Other:
Other:
Other:
Comments:
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