HomeMy WebLinkAbout20061726.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
REVIEW (USR) APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED: 3/i; r
RECEIPT#/AMOUNT# /$ CASE#ASSIGNED: IA S/`- i5s
APPLICATION RECEIVED BY PLANNER ASSIGNED: `$ft,-(, —
Parcel Number: 0705 17 300069 and 0705 17 300071
Legal Description: Lot A of RE-4211 and Lot A of RE-4210; Pt.of the W2SW4 and E2SW4 of Section 17,Township 7
North, Range 67 West
Flood Plain: None Zone District:Agricultural (A) Total Acreage:55 Acreage for USR: 55
Overlay District: None Geological Hazard:None
FEE OWNER(S) OF THE PROPERTY:
Name: Dennis and Erin Barkey Phone: (970)686-9779
Address: 34630 WCR 19 Windsor, CO 80550
APPLICANT:
Name: Dennis and Erin Berkey Phone: (970)686-9779
Address: 34630 WCR 19 Windsor, CO 80550
Site Address: 7291 WCR 80
AUTHORIZED AGENT(See Below:Authorization must accompany applications signed by Authorized Agent)
Name: Lauren Light, AG and LANDPROfessionals, LLC ,a flare vi
Address: 4350 Highway 66, Longmont, CO 80504 al-eh l`V i?..yrat , COn^
Phone: (970) 535-9318 Email: Llight@agpros.com
PROPOSED USE: A Site Specific Development Plan and Special Review Permit for an Agricultural Service
Establishment primarily engaged in performing agricultural, animal husbandry, or horticultural services on a fee or
contract basis including Livestock Confinement Operations (a dairy operation for a total of 900 head) in the A
(Agricultural) Zone District.
I(We) hereby depose and state under penalties of perjury that all statements, proposals,and/or plans submitted with
or contained within the application are true and correct to the best of my(our)knowledge. Signatures of all fee owners
of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must
be included with the application. If a corporation is the fee owner,notarized evidence must be included indicating that
the signatory has to legal authority to sign for the corporation.
• O
i_ScAN\ a\MiOC4
Si ature: Owner or Authorized Agen Date
EXHIBIT
r- 1 3
2006-1726
AGPRO ■ LANDPRO
COMPLETE LAND AND RESOURCE SOLUTIONS
•
AGPRO■LANDPRO
December 2, 2005
To Whom it May Concern
We have contracted with AGPROfessionals, LLC / LANDPROfessionals, LLC to process
all work related to a Use by Special Review application to be filed in Weld County.
AGPRO/LANDPRO is authorized to represent Dennis and Erin Barkey throughout this
process.
4.1 Dennis Barkey Erin Barkey
ENGINEERING, PLANNING, CONSULTING & REAL ESTATE
AGPROfessionals, LLC/LANDPROfessionals,LLC
4350 Highway 66•Longmont, CO 80504
970.535.9318/office• 303.485.7838/metro•970.535.9854/fax• www.agpros.com
SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
REVIEW(USR) QUESTIONNAIRE
The following questions are to be answered and submitted as part of the USR application. If a
question does not pertain to your use, please respond with "not applicable", with an explanation
as to why the question is not applicable.
1. Explain, in detail, the proposed use of the property.
The previous use of this property has been for a use-by-right dairy facility. This proposal
is to expand the number of head to 900. The expansion will include the addition of two
(2) lagoons, an office (which will be located in the existing home), several cattle pens and
a calf hut area.
The facility will be operated under the best management practices as outlined in the
manure management plan.
2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter
22 (Comprehensive Plan).
Section 22-2-60 A.Goal.1 states "Conserve agricultural land for agricultural purposes
which foster the economic health and continuance of agriculture". 1.A.Policy 1.1 states
"Agricultural zoning will be established and maintained and promote the County's
agricultural industry. Agricultural zoning is intended to provide areas for agricultural
activities and other uses interdependent upon agriculture."
The proposed use is consistent with the Weld County Comprehensive plan through the
preservation, enhancement and growth of agriculture. A use-by-right dairy was located at
the site as recently as 2001. The facility supports commercial and industrial uses directly
related to or dependent upon agriculture. The proposed site is not located within a flood
hazard zone, a geologic hazard zone or airport overlay zone. The property use is
necessary in Weld County to preserve the agricultural economic base historically
attributed to the area. Typically, dairy operations contribute 2.5 times their gross sales
into the local economy.
The proposed request is consistent with the Weld County Comprehensive Plans support
of agricultural activities.
3. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter
23 (Zoning) and the zone district in which it is located.
This proposal meets the intent of the agricultural zone district where the site is located. A
livestock confinement operation exceeding four(4) animal units is permitted in the A
(Agricultural)zone district as a Use-by-Special Review. Public health, safety and welfare
are protected through adherence to applicable county, state and federal regulations and
requirements.
4. What type of uses surround the site? Explain how the proposed use is consistent and
compatible with surrounding land uses.
Agricultural uses surround this site. A large sheep feedlot(Cactus Hill Ranch, 10,000
head) is located approximately 1 Y�miles east of the subject property. This proposal is
compatible with the surrounding agricultural uses and the Weld County Comprehensive
Plan.
5. Describe, in detail, the following:
a. How many people will use this site?
At full build-out approximately four (4) employees, the owners and owners'
family, sales representatives and supply delivery people.
b. How many employees are proposed to be employed at this site?
At full build-out there will be approximately four (4) employees working over 3
shifts.
c. What are the hours of operation?
The facility will operate 24 hours per day. Equipment operations, trucks, farming
activities and maintenance activities, other than emergencies, will occur primarily
during daylight hours.
d. What type and how many structures will be erected (built) on this site?
Additional pens, commodity shed and two (2) lagoons will be constructed.
Please refer to the site plan maps for existing and proposed structures.
e. What type and how many animals, if any, will be on this site?
The applicant is requesting 900 head. This includes milk cows, dry cows,
springers, bulls, heifers and calves. At full build-out there will be 300 milk cows.
f. What kind (type, size, weight) of vehicles will access this site and how often?
Typical vehicles accessing this site include feed and hay delivery trucks, semi-
tractor/trailer, employee and owner vehicles, animal product vendors, and ag-
related equipment. Operating equipment includes typical farming equipment,
tractors, loaders and attachments. The following numbers are anticipated upon
full build-out of the site.
Semi-Tractor, Livestock Trailer- 1/wk
Semi-Tractor, Commodity Trailer-3/wk
Commodity Farm Trucks-3/wk, seasonal(hay and silage)
Rendering Truck— when needed
Semi-Tractor Milk Trailer- 4/wk
g. Who will provide fire protection to the site?
Poudre Valley Fire Protection District.
h. What is the water source on the property? (Both domestic and irrigation).
North Weld County Water District.
What is the sewage disposal system on the property? (Existing and proposed).
The existing septic system is permitted under number SE-0500085.
j. If storage or warehousing is proposed, what type of items will be stored?
Storage and warehousing are not proposed as the primary use of this site. Feed,
livestock bedding, manure, equipment parts and supplies typical of farming
activities will be stored on site.
6. Explain the proposed landscaping for the site. The landscaping shall be separately
submitted as a landscape plan map as part of the application submittal.
No additional landscaping is planned. There is an existing tree line located in the center
of the parcel and a berm will be located adjacent to WCR 15 and WCR 80. There is also
existing landscaping located around the house.
7. Explain any proposed reclamation procedures when termination of the Use by Special
Review activity occurs.
Reclamation procedures include compliance with applicable regulations to manage solid
manure and stormwater runoff until all relative material is adequately removed. Should
the facility be permanently discontinued for use as a dairy, it would be marketed under
applicable county planning and zoning regulations to its greatest and best use.
8. Explain how the storm water drainage will be handled on the site.
Storm water drainage will be handled with two(2) ponds, one(1) on the east side and
one (1) on the west side of the facility. The ponds will be maintained and operated in
accordance with the Comprehensive Nutrient Management Plan. Specific details
regarding storm water management are outlined in the Comprehensive Nutrient
Management Plan.
9. Explain how long it will take to construct this site and when construction and landscaping
is scheduled to begin.
Construction will begin immediately upon approval of this permit.
10. Explain where storage and/or stockpile of wastes will occur on this site.
The manure produced at the facility will be hauled off and provided to local farmers.
Storm water and process wastewater will be stored in wastewater retention structures.
No hazardous material storage is proposed for this site. Stormwater and wastewater will
be periodically land applied at agronomic rates, if necessary. Details of the manure
management system are outlined in the Comprehensive Nutrient Management Plan.
Debris and refuse will be collected and removed by a local trash service, such as Waste
Management or BFI.
.-1
AGPROfessionals, LLC 4350 Hwy 66, Longmont, CO 80504
BARKEY'S BOSSIES DAIRY, INC
Part of the Southwest 'A of Section 17, Township 7N, Range 67W of the 6`h P.M., County of
Weld, State of Colorado
Comprehensive Manure and Wastewater Management
Plan
Prepared by:
AGPROfessionals, LLC
4350 Hwy 66
Longmont, CO 80504
January 2006
Your "Pro Ag" Environmental Professionals
AGPROfessionals, LLC January 2006
TABLE OF CONTENTS
INTRODUCTION 3
CONTACTS AND AUTHORIZED PERSONS 3
LEGAL DESCRIPTION 3
SITE DESCRIPTION 3
FACILITY 3
MAPS 4
Topographic Map 4
Site Layout Map 4
Floodplain Map 4
STORMWATER AND PROCESS WASTEWATER MANAGEMENT 4
SURFACE RUNOFF 4
25 year, 24-hour Storm 4
10 year, 10-day Storm 5
Surface Runoff Management 5
SURFACE RUN ON 5
PROCESS WASTEWATER 6
FLOODPLAINS 6
AVERAGE YEARS' STORMWATER/PROCESS WASTEWATER APPLICATION 6
SOLID MANURE MANAGEMENT 6
LAND APPLICATION OF SOLID MANURE 7
MANURE AND STORMWATER/PROCESS WASTEWATER TESTING 7
RECORD KEEPING 7
LIMITATIONS 8
APPENDIX A 9
APPENDIX B 10
APPENDIX C 11
APPENDIX D 12
APPENDIX E 13
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 2
AGPROfessionals, LLC January 2006
Introduction
This Comprehensive Manure and Wastewater Management Plan(CMWMP) has been developed
and implemented to comply with requirements, conditions and limitations of the Colorado
"Animal Feeding Operations Control Regulation", 5 CCR 1002-81 Manure and Process
Wastewater Management Plan. This CMWMP outlines current site conditions, structures and
areas requiring management of solid manure, stormwater run-off and process wastewater. This
CMWMP will be kept on-site and amended prior to any change in design, construction,
operation or maintenance which significantly increases the potential for discharge of solid
manure, stormwater run-off and process wastewater to waters of the State. This CMWMP shall
be amended if it is ineffective in controlling discharges from the facility. Below is the date of
the last CMWMP amendment:
Amendment 1:
Amendment 2:
Barkey's Bossies Dairy will keep records relating to the CMWMP onsite for a minimum of three
years.
Contacts and Authorized Persons
Dennis Barkey
Barkey's Bossies Dairy, Inc
34630 WCR 19
Windsor, CO 80550
970-686-9779
The individual(s) at this facility who is (are) responsible for developing and implementation,
maintenance and revision of this CMWMP are listed below:
Dennis Barkey Owner
(Name) (Title)
Legal Description
The legal description of Barkey's Bossies Dairy, Inc is: Part of the Southwest 'A of Section 17,
Township 7N, Range 67W of the 6th P.M., County of Weld, State of Colorado.
Site Description
Facility
Barkey's Bossies Dairy, Inc is a dairy facility located at 7291 CR 80, Fort Collins, CO 80524.
The dairy is an open lot configuration with a milking center, concrete aprons and feed bunk
areas, fenced corrals, alleys, office, feed storage, loading areas, and associated storage structures
and maintenance facilities, waste management and control structures. The ultimate maximum
capacity at Barkey's Bossies Dairy will be 900 head. Cattle numbers fluctuate throughout the
year as calves are born, and cattle are bought and sold. However, the average number of cattle at
the facility is expected to be approximately 300 milking cows, 75 dry cows, 75 springers, 100
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 3
AGPROfessionals, LLC January 2006
heifers, 100 feeder bulls, and 250 calves. Farmground borders the facility on the north and east
sides; WCR 15 borders the facility on the west side; and WCR 80 borders the facility on the
south side.
Maps
The maps described below are included in Appendix A.
Topographic Map
This map shows the location of Barkey's Bossies Dairy in relation to its topographical
surroundings.
Site Layout Map
The Site Layout Map details the configuration of the existing dairy and the major drainage
basins.
Floodplain Map
The Floodplain Map is a portion of Panel No. 475 of 1075, Community Panel #080266 0475D of
the Weld County Flood Insurance Rate Map.
Stormwater and Process Wastewater Management
Surface Runoff
Barkey's Bossies Dairy controls stormwater with two ponds, one each on the east and west sides;
pond#2 also contains processed water (see Site Layout Maps in Appendix A). The grade of the
facility directs most runoff from the pens to the wastewater ponds. In addition, a diversion
structure is located on the west and south sides of the facility to direct runoff into pond#2.
Barkey's Bossies Dairy monitors the site and maintains the grades and berm to ensure runoff
enters the various stormwater collection ponds.
25 year, 24-hour Storm
The 25-year, 24-hour storm event for the area West of Greeley Colorado is 3.6 inches.
Calculations were carried out using the SCS runoff curve number 90 for the entire site, without
taking into consideration the paved and roofed areas which accounts for a small percentage of
the facility's area. The following table was generated:
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 4
AGPROfessionals, LLC January 2006
Table 1 -25-Year,24-Hour Storm Containment Requirements
Dairy Area
Surface Runoff from Storm,Acre-Feet 8.31
Rain falling directly on ponds,Acre-Feet 1.22
Total Containment Capacity Required,Acre-Feet 9.52
Containment Capacity Available,Acre-Feet 18.1
Excess Containment Capacity Available,Acre-Feet 8.58
The 25-year, 24-hour storm and pond capacity calculations are located in Appendix B.
10-year, 10-day Storm
The 10-year, 10-day storm event for the area between Greeley and Windsor, Colorado was
extrapolated to be approximately 4.21 inches. Using the SCS runoff curve number 81 for un-
surfaced lots, the following table was generated:
Table 2- 10-Year, 10-Day Storm Containment Requirements
Dairy Area
Surface Runoff from Storm,Acre-Feet 7.51
Rain falling directly on ponds,Acre-Feet 1.42
Total Containment Capacity Required,Acre-Feet 8.93
Containment Capacity Available,Acre-Feet 18.1
Excess Containment Capacity Available, Acre-Feet 9.17
The 10-year, 10-day storm and pond capacity calculations are located in Appendix B.
Surface Runoff Management
Barkey's Bossies Dairy will maintain the pond systems to contain a 25-year, 24-hour storm
event. If stormwater or process wastewater elevates the ponds beyond their capacity to contain
the appropriate storm,the ponds will be dewatered as soon as possible to achieve the required
retention capacity as outlined in the state's regulations.
Surface Run On
Stormwater run on is diverted from the east by a raised farm road. Natural terrain does not slope
towards the dairy from any other direction.
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 5
AGPROfessionals, LLC January 2006
Process Wastewater
Barkey's Bossies Dairy generates process wastewater within the milking parlor. It is estimated
that Barkey's Bossies Dairy will generate 2,000 gallons of process wastewater and manure per
day at maximum capacity. Calculations summarize are shown on a table in Appendix B. Dairy
parlor floors and walls, milking equipment, pipelines, and tanks are washed with fresh water.
Process wastewater flows via pipeline to a cement trap and then via pipeline west to a pond
where it is able to evaporate.
Flood plains
AGPROfessionals, LLC, has reviewed the Weld County FEMA maps and determined that
Barkey's Bossies Dairy is not located within a mapped 100-year floodplain (see the Floodplain
Map in Appendix A).
Average Years' Stormwater/Process Wastewater Application
A five-year stormwater/process wastewater generation table can be found in Appendix B. The
table estimates the average annual amount of stormwater/process wastewater to be land applied
from the pond system. The table estimate land application amounts by maintaining capacity in
excess of a 25-year, 24-hour storm. The table accounts for the following:
• Average monthly precipitation values from local weather data
• Average monthly lake-evaporation data from local weather data
• Process wastewater generation rate of 2,000 GPD
• Evaporation area equal to surface area of ponds at maximum operating levels
• Dairy drainage area of 39.2 acres
• Runoff percentage from NRCS National Engineering Handbook
• Trial-and-error pumping amounts to maintain capacity in excess of a 25-year, 24-hour storm
The calculation table shows no stormwater/process wastewater will have to applied to maintain
capacity for the appropriate storm in an average year.
If it becomes necessary due to excessive rainfall, the facility will give the process wastewater to
local farmers to utilize on the farmland. The facility will track the amount of process wastewater
given to the third party and will provide the third party with nutrient analysis of the wastewater.
Solid Manure Management
Barkey's Bossies Dairy manages solid manure through routine pen cleaning and maintenance.
Pen density is managed to optimize the surface area and keep cows clean while maintaining
solid, dry footing for livestock. Barkey's Bossies Dairy cleans outside pens annually. Manure is
removed and stockpiled or composted until it can be hauled off by area farmers for utilization on
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 6
AGPROfessionals, LLC January 2006
their lands. A stockpiling and/or composting area is noted on the Site Layout Map in Appendix
A.
Table 3 below calculates the amount of manure produced and the associated nutrients on an"as
excreted basis". In addition, `as-hauled' and `composted' weights are calculated accounting for
predictable moisture losses. The calculations are based on ASAE Standard D384.1, for various
Table 3:Solid Manure Produced and Associated Nutrients
ASAE D384.1 Feb'03 Moisture Manure Manure TS VS Nitrogen Prosphorus Potassium
Number WI./hd, (lbs./day/ (fts/day/ (lbs./day/ (lbs./day/ (lbs./day/ (lbs./day/ (lbs./day/
Animal Type of Hd lbs. Total Wt.,lbs. (%) 1000#) 1000# 1000#) 1000#) 1000#) 1000#) 1000#)
Milk Cows 300 1,400 420,000 86.0 86 1.39 12 10 0.45 0.094 0.29
Dry Cows 75 1,200 90,000 86.0 86 1.39 12 10 0.45 0.094 0.29
Springers 75 1,000 75,000 86.0 86 1.39 12 10 0.45 0.094 0.29
Bulls 100 450 45,000 86.0 86 1.39 12 10 0.45 0.094 0.29
Heifers 100 450 45,000 86.0 86 1.39 12 10 0.45 0.094 0.29
Calves 250 200 50,000 86.0 86 1.39 12 10 0.45 0.094 0.29
Totals 900 725,000
Total Daily Production 82,350 1,008 8,700 7,250 326 68 210
Total Annual Production 22,757,750 367,829 3,175,500 2,646,250 119,081 24,875 76,741
Tons produced w/moisture content of 71.8% 11,379
Tons to apply w/moisture content of 46.0% 5,950
Tons of compost produced w/moisture content of 40.0% 5,355
size dairy cattle and an average capacity of 300 milking cows.
Land Application of Solid Manure
Barkey's Bossies Dairy will give their manure to local farmers. The facility will track the
amount of manure give to the third party who receives the manure, and provide the third party
with nutrient analysis of the manure.
Manure and Stormwater/Process Wastewater Testing
Manure and stormwater/process wastewater testing are essential components of a complete
nutrient balance. The amount of nutrients in solid and liquid waste determines the amount that
can be land applied agronomically.
Barkey's Bossies Dairy will test stormwater/process wastewater and solid manure at least once
per year following the protocol in Appendix D.
Record Keeping
Barkey's Bossies Dairy, LLC will keep records listed in Table 4 (forms are in Appendix E):
TABLE 4: RECORD KEEPING FORMS&SCHEDULE
ITEM FORM USED FREQUENCY OF RECORDING
Rainfall Precipitation Log Each event,or more frequently during intense or long-lasting
storms
Manure Removal Manure/Compost Daily during removal
Removal Log
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 7
AGPROfessionals, LLC January 2006
Waste water Manure/Compost Daily during removal
Removal Removal Log
Pond Inspection Pond/Lagoon Monthly
Inspection Form y
Limitations
AGPROfessionals, LLC, has no control over the services or information furnished by others.
This Comprehensive Manure and Wastewater Management Plan was prepared and developed in
accordance with generally accepted environmental consulting practices. This plan was prepared
for the exclusive use of Barkey's Bossies Dairy, LLC and specific application to the subject
property. The opinions provided herein are made based on AGPROfessionals' experience and
qualifications, and represent AGPROfessionals' best judgment as experienced and qualified
professionals familiar with the agriculture industry. AGPROfessionals, LLC, makes no
warranty, expressed or implied.
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 8
AGPROfessionals, LLC January 2006
Appendix A
• Site Layout Map
• Topographic Map of Area
• Floodplain Map
ros-
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 9
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Appendix B
• 25-year, 24-hour&10-year, 10-day storm and pond capacity calculations
• Stormwater/Process Wastewater Accumulation Calculation(Average Years)
• Process Wastewater Production
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 10
Barkey's Bossies Dairy
25-year,24-hour,&10-year,10-day Storm Events and Pond Capacity Calculations
Stormwater Runoff&Pond Capacity Calculations
25-year,24-hour storm amount taken off of NOM ATLAS 2,Volume Ill- 25-24 Event
Isopluvials of 25-yr,24-hr precipitation map,and within the immediate area of the
facility. Area#1 Area#2
Applicable Storm Event for Location,Inches 3.60 3.60
SCS Runoff Curve Number(90 for unsudaced lots) 90 90
(97 for surfaced lots)
S(potential max retention after runoff begins),inches 1.11 1.11
Drainage Basin Area,Acres 12.4 26.8
(Separate different drainage areas)
Runoff Produced,Inches 2.54 2.54
Volume of Runoff Produced,Acre-Ft. 2.63 5.68
Surface Area of Ponds,Acres 0.75 3.30
Volume Falling Directly on Ponds,Acre-Ft. 0.23 0.99
Total Pond Volume Required,Acre-Ft 2.85 6.67
10-year,15-day storm amount taken from MRCS calculated data of 10-year events Chronic Event
according to Colorado General CAFO Permit requirements,and from the nearest
station to the facility(Sterling,CO). Area#1 Area#2
Applicable Storm Event for Location,inches 4.21 4.21
SCS Runoff Curve Number(81 for unsudaced lots)* 81 81
(94 for surfaced lots)'
S(potential max retention after runoff begins),inches 2.35 2.35
Drainage Basin Area,Acres 12.4 26.8
(Separate different drainage areas)
Runoff Produced,Inches 2.30 2.30
Volume of Runoff Produced,Acre-Ft. 2.38 5.13
Surface Area of Ponds,Acres 0.75 3.30
Volume Falling Directly on Ponds,Acre-Ft. 0.26 1.16
Total Pond Volume Required,Acre-Ft. 2.64 6.29
"Son ban Tea 23 a MRCS publoc mi-Tchmetl Fens.l0.MOT of Em Ox,n and Rn,vpn:Ovate a'nnw,Mrlmm 24 hoots to 10 days
Total Capacity Required for Regulatory Storm Event,acre-feet 2.85 6.67
Total Capacity Available,acre-feet 4.60 13.50
.� Excess Capacity Available over Regulatory Requirement,acre-feet 1.75 6.83
12 Months Process water Storage 2.24
Optimum Capacity Required for Stormwater&Process Water,acre-feet 2.85 8.91
Total Capacity Available,acre-feet 4.80 13.50
Excess Capacity Available over Optimum,acre-feet 1.75 4.59
Spreadsheet-A
Process Water
2000 gallons/da = 2.24
12 months storage
area#I Pon! Area#2 Pend
Depth Area Volume Depth Area Volume
0.0 10000 0 104329
1.0 11664 0.7 1 109561 2.5
2.0 13456 1.4 2 114921 5.0
3.0 15376 1.9 3 120409 7.7
4.0 17424 2.5 4 126025 10.6
5.0 19600 3.0 5 131769 13.5
6.0 21904 3.4
7.0 24336 3.8
8.0 26896 4.1
9.0 29584 4.4
10.0 32400 4.6
AGPROfessionals,LLC 1 of 1 Eric W.Dunker,P.E.
Barkey's Bossies Dairy
1 Table 1:StormwaterlProcess Wastewater Accumulation Calculation(Average Years)(Main Dairy Area) Init.Volume
Process Water Generated,GPO= 2,000 Pond Surface Area,ft2= 164,169 Evaporation Area,ff2= 135,785 0
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 0.44 5.0% 27.60 0.19 1.35 3.12 0.35 0.19 0.03 0.03
Feb 0.53 5.0% 27.60 0.23 1.58 3.12 0.41 0.17 (0.01) 0.02
Mar 1.31 5.0% 27.60 0.56 2.48 3.12 0.64 0.19 0.11 0.13
Apr 1.93 7.0% 27.60 0.92 4.05 3.12 1.05 0.18 0.05 0.17
May 2.71 16.0% 27.60 1.85 5.40 3.12 1.40 0.19 0.64 0.81
u Jun 1.94 13.0% 27.60 1.19 6.53 3.12 1.70 0.18 (0.32) 0.49 -
a1°i Jul 1.79 12.0% 27.60 1.06 6.75 3.12 1.75 0.19 (0.51) -
>- Aug 1.57 11.0% 27.60 0.89 6.08 3.12 1.58 0.19 (0.50) -
Sep 1.29 13.0% 27.60 0.79 4.50 3.12 1.17 0A8 (0.19) -
Oct 1.04 10.0% 27.60 0.57 3.15 3.12 0.82 0.19 (0.06) -
Nov 0.81 5.0% 27.60 0.35 1.80 3.12 0.47 0.18 0.06 0.06
Dec 0.47 5.0% 27.60 0.20 1.35 3.12 0.35 0.19 0.04 0.11
Jan 0.44 5.0% 27.60 0.19 1.35 3.12 0.35 0.19 0.03 0.13
Feb 0.53 5.0% 27.60 0.23 1.58 3.12 0.41 0.17 (0.01) 0.12
Mar 1.31 5.0% 27.60 0.56 2.48 3.12 0.64 0.19 0.11 0.23
Apr 1.93 7.0% 27.60 0.92 4.05 3.12 1.05 0.18 0.05 0.28
a May 2.71 16.0% 27.60 1.85 5.40 3.12 1.40 0.19 0.64 0.92
a Jun 1.94 13.0% 27.60 1.19 6.53 3.12 1.70 0.18 (0.32) 0.59 -
(u Jul 1.79 12.0% 27.60 1.06 6.75 3.12 1.75 0.19 (0.51) 0.09
} Aug 1.57 11.0% 27.60 0.89 6.08 3.12 1.58 0.19 (0.50) -
Sep 1.29 13.0% 27.60 0.79 4.50 3.12 1.17 0.18 (0.19) -
Oct 1.04 10.0% 27.60 0.57 3.15 3.12 0.82 0.19 (0.06) -
Nov 0.81 5.0% 27.60 0.35 1.80 3.12 0.47 0.18 0.06 0.06
Dec 0.47 5.0% 27.60 0.20 1.35 3.12 0.35 0.19 0.04 0.11
Jan 0.44 5.0% 27.60 0.19 1.35 3.12 0.35 0.19 0.03 0.13
Feb 0.53 5.0% 27.60 0.23 1.58 3.12 0.41 0.17 (0.01) 0.12
Mar 1.31 5.0% 27.60 0.56 2.48 3.12 0.64 0.19 0.11 0.23
Apr 1.93 7.0% 27.60 0.92 4.05 3.12 1.05 0.18 0.05 0.28
May 2.71 16.0% 27.60 1.85 5.40 3.12 1.40 0.19 0.64 0.92
Jun 1.94 13.0% 27.60 1.19 6.53 3.12 1.70 0.18 (0.32) 0.59 -
iop Jul 1.79 12.0% 27.60 1.06 6.75 3.12 1.75 0.19 (0.51) 0.09
> Aug 1.57 11.0% 27.60 0.89 6.08 3.12 1.58 0.19 (0.50) -
Sep 1.29 13.0% 27.60 0.79 4.50 3.12 1.17 0.18 (0.19) -
Oct 1.04 10.0% 27.60 0.57 3.15 3.12 0.82 0.19 (0.06) -
Nov 0.81 5.0% 27.60 0.35 1.80 3.12 0.47 0.18 0.06 0.06
Dec 0.47 5.0% 27.60 0.20 1.35 3.12 0.35 0.19 0.04 0.11
Jan 0.44 5.0% 27.60 0.19 1.35 3.12 0.35 0.19 0.03 0.13
Feb 0.53 5.0% 27.60 0.23 1.58 3.12 0.41 0.17 (0.01) 0.12
Mar 1.31 5.0% 27.60 0.56 2.48 3.12 0.64 0.19 0.11 0.23
Apr 1.93 7.0% 27.60 0.92 4.05 3.12 1.05 0.18 0.05 0.28
May 2.71 16.0% 27.60 1.85 5.40 3.12 1.40 0.19 0.64 0.92
it Jun 1.94 13.0% 27.60 1.19 6.53 3.12 1.70 0.18 (0.32) 0.59 —
iii
cu Jul 1.79 12.0% 27.60 1.06 6.75 3.12 1.75 0.19 (0.51) 0.09
r Aug 1.57 11.0% 27.60 0.89 6.08 3.12 1.58 0.19 (0.50) -
Sep 1.29 13.0% 27.60 0.79 4.50 3.12 1.17 0.18 (0.19) -
Oct 1.04 10.0% 27.60 0.57 3.15 3.12 0.82 0.19 (0.06) -
Nov 0.81 5.0% 27.60 0.35 1.80 3.12 0.47 0.18 0.06 0.06
Dec 0.47 5.0% 27.60 0.20 1.35 3.12 0.35 0.19 0.04 0.11
Jan 0.44 5.0% 27.60 0.19 1.35 3.12 0.35 0.19 0.03 0.13
Feb 0.53 5.0% 27.60 0.23 1.58 3.12 0.41 0.17 (0.01) 0.12
Mar 1.31 5.0% 27.60 0.56 2.48 3.12 0.64 0.19 0.11 0.23
Apr 1.93 7.0% 27.60 0.92 4.05 3.12 1.05 0.18 0.05 0.28
N May 2.71 16.0% 27.60 1.85 5.40 3.12 1.40 0.19 0.64 0.92
a Jun 1.94 13.0% 27.60 1.19 6.53 3.12 1.70 0.18 (0.32) 0.59 -
of Jul 1.79 12.0% 27.60 1.06 6.75 3.12 1.75 0.19 (0.51) 0.09
> Aug 1.57 11.0% 27.60 0.89 6.08 3.12 1.58 0.19 (0.50) -
Sep 1.29 13.0% 27.60 0.79 4.50 3.12 1.17 0A8 (0.19) -
Oct 1.04 10.0% 27.60 0.57 3.15 3.12 0.82 0.19 (0.06) -
Nov 0.81 5.0% 27.60 0.35 1.80 3.12 0.47 0.18 0.06 0.06
^- Dec 0.47 5.0% 27.60 0.20 1.35 3.12 0.35 0.19 0.04 0.11
Maximum Volume Pumped= - Average Volume in Pond= 0.20 Maximum Volume in Pond= 0.92
l'Precipfation for Longmont,CO,NOAA ''SCS,National Engineering Handbook "'Evaporation for Longmont,CO,NOAA
Barkey's Bossies Dairy
Process Wastewater Production
No. of Water
Gallons/ Washes Volume
Type of Use Wash per Day (GPD)
Bulk Tank (Automatic Wash) 120 1 120
Pipeline in Parlor 200 2 400
Miscellaneous Equipment 0 3 0
Parlor Floor Wash 50 2 100
Milk Floor 50 2 100
Total Daily Flow(GPD) 720
Design Factor 2.00
Design Flow(GPD) 1,440
Annual Flow(Acre-Feet) 1.61
AGPROfessionals, LLC January 2006
Appendix C
• Colorado State University References
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 11
AGPROfessionals, LLC January 2006
Appendix D
• Stormwater/Process Wastewater Testing Protocol
• Solid Manure Testing Protocol
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 12
AGPRO■LANDPRO
Stormwater/Process Wastewater Testing Protocol
Testing the nutrient content of wastewater is necessary to ensure that a complete
nutrient balance is being achieved on fields receiving wastewater. The amount of
nutrients in wastewater determines the amount that can be land applied safely. The
laboratory will supply manure sample containers. Liquid manure containers will be
plastic bottles.
Wastewater Collection, Storage and Shipping Procedures
Test wastewater each time that it is applied. Test each wastewater pond that is going
to be de-watered. In order to get the most representative sample, use the following
guidelines when sampling wastewater:
• Collect 2 sub-sample from each of the four sides of the wastewater pond and
pour the samples into a clean bucket (minimum of 6 sub-samples).
• Collect the sub-samples from a depth of at least 12", and preferably 18", below
the surface.
• Mix the wastewater in the bucket.
• Pour the wastewater sample in a clean bottle provided by the laboratory. Fill the
bottle completely, with no air space (if air space is allowed, then some of the
ammonium will volatilize and the test will not be accurate).
• Using a permanent marker or pen, mark on the sample bottle the date, sample
identification and samplers name.
• Fill out an information sheet and send with the samples.
• Place the composite sample and the information sheet in a cooler, along with
some ice packs to keep the sample cool during shipping. Put the cooler in a box
or wrap it securely to be sure the lid won't come off during shipping. Mail the
sample as soon as possible so that the order will arrive within 48 hours of the
time the sample was taken. They should not arrive at the lab on a weekend.
• If the samples will not arrive at the laboratory within 48 hours, then they should
be frozen and shipped so they arrive at the laboratory in the frozen condition.
Wastewater samples should be tested for the following parameters, at a minimum:
Total Kjeldahl Nitrogen (TKN) Ammonium-N Phosphorus (P)
Nitrate-N
Recommended analyses include:
pH Soluble Salts Potassium (K)
AGPRO■LAN DPRO
Solid Manure/Compost Testing Protocol
Manure testing is an essential component of a complete nutrient balance. The amount
of nutrients in manure determines the amount that can be land applied safely. The
laboratory will supply manure sample containers. sad manure containers will be plastic
bags.
Solid Manure Collection, Storage and Shipping Procedures
Test solid manure at least once per year. Give copies of the lab analysis results to the
receiver of the manure, regardless of whether the manure is given away or sold. In
order to get the most representative sample, use the following guidelines when sampling
solid manure:
• Choose a qualified laboratory and use the same one year after year (preferably,
the same lab used for liquid manure and soils).
• Take at least 6 sub-samples from different areas of the feedlot or stockpile. Be
sure the samples are fairly dry or in the condition they will be in at spreading
time.
• The sub-samples should weigh about two pounds each. Place them in a plastic
bucket and mix thoroughly.
• After mixing thoroughly, take one composite sample. The composite should
weigh about one pound.
• Put the composite sample in a plastic bag and seal the bag.
• Using a permanent marker or pen, write on the sample bag the date, sample
identification and sampler's name.
• Fill out an information sheet for each composite sample.
• Place the composite sample and the information sheet in a cooler, along with
some ice packs to keep the sample cool during shipping. Put the cooler in a box
or wrap it securely to be sure the lid won't come off during shipping. Try to ship
as soon as possible so that the order will arrive within 48 hours of the time the
sample was taken. They should not arrive at the lab on a weekend.
• If the samples will not arrive at the laboratory within 48 hours, freeze them, and
ship them so that they arrive at the laboratory in the frozen condition.
Solid manure needs to be tested for the following parameters, at a minimum:
Total Kjeldahl Nitrogen (TKN) Ammonium-N Phosphorus (P)
Nitrate-N
Recommended analyses include:
Percent Moisture Soluble Salts Potassium (K)
Ash (compost)
AGPROfessionals, LLC January 2006
Appendix E
• Precipitation Log
• Manure and/or Compost Removal Log
• Wastewater Removal Log
• Pond/Lagoon Inspection Form
Barkey's Bossies Dairy Comprehensive Manure and Wastewater Management Plan 13
AGPRO■LANDPRO
PRECIPITATION LOG
(Record precip. after each event& at least each 24 hrs during events if rainfall is intense or for long duration.)
Facility Name: Barkev's Bossies Month/Year:
Rain Gauge Location:
Date Time Time Elapsed Beg. Reading End Reading Total Rainfall
Comments:
Revised 4/2005
AGPRO■LANDPRO
MANURE and/or COMPOST REMOVAL LOG
(track manure and/or compost each time it is removed from facility by others)
Facility Name:Barkev's Bossies
#of Average Total Person receiving manure & *Manure
Date loads weight of weight address analysis
hauled loads hauled provided
*Required for CAFO permit holders.
Comments:
Revised 4/2005
AGPRO■LANDPRO
WASTEWATER REMOVAL LOG
(track wastewater each time it is removed from facility and given to others)
Facility Name:Barkev's Bossies
Wastewa
GPM OR Total ter
Time
Date Elapsed being Meter Trans- Person receiving water& address analysis
Pumped Reading ferred provided
*
*Required for CAFO permit holders.
Comments:
Revised 4/2005
AGPRO■LANDPRO
Monthly Pond/Lagoon Visual Inspection Form
Facility Name: Barkev's Bossies Date:
Person Performing Inspection:
Item Check if item observed/Comments
Embankments free of seepage
Embankments free of cracking
Exterior slopes free of erosion
Interior slopes free of erosion
Riprap or erosion controls in place
Inlets clearance free of erosion
Animal burrows or holes absent
Vegetation on embankments absent
Trees, stumps, roots on dikes absent
Liner disturbance absent
Minimum freeboard of two feet
25-year/24-hour capacity
Dewatering equipment functions
Water level measuring device in place
Rain gauge functions
Manure & compost storage runoff contained
Land application runoff contained
Silage runoff contained
Diversion ditches & conveyances maintained
Petroleum products contained
Mortality management acceptable
Confined animals not in surface water
Preventive maintenance on lagoons or land
application equipment
Land application equipment
calibration/inspection
Comments/Follow-up needed, details of any discharges observed, corrective action taken:
Revised 4/2005
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