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Home My WebLink About20160334.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: 10/6/15 RECEIPT # /AMOUNT # /$ CASE # ASSIGNED: USR15-0064 APPLICATION RECEIVED BY PLANNER ASSIGNED: DA Parcel Number 0 9 6 3 _ 3 5 _ 0 _ 0 0 _ 0 1 1 (12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessor's Office, or www co.weld.co.us) Legal Description W2NW4 , Section 35 , Township 5 North, Range 64 West Zone District: AG , Total Acreage: 78+/- , Flood Plain: na , Geological Hazard: na Airport Overlay District: na FEE OWNER(S) OF THE PROPERTY: Name: Stroh Lester A living Trust Work Phone # Home Phone # Email Address: 1919 68th Ave #218 Address: City/State/Zip Code Greeley, CO 80634 Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent) Name: AGPROfessionals Work Phone # 970-535-9318 Home Phone # Email tnaylor@agpros.com Address: 305067th Avenue, Suite 200 Address: City/State/Zip Code Greeley, CO 80634 PROPOSED USE: 10,000 head Calf Facility and associated appurtanances 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 Stile application. If a corporation is the fee owner, notarized evidence must be included indicating th t sig,riatopi has to legal authority to sign for the corporation.9/ignature: ner or Aut ed Agent Da e Signature: Owner or Authorized Agent Date AGPROfessionals L_ ■ DEVELOPERS OF AGRIC.ULI URI' August 25, 2015 To Whom It May Concern: Island Farms, LLC is contracted with AGPROfessionals for all permitting, planning, engineering and regulatory work relating to a Weld County USR permit application for a property owned by Lester Stroh known as 24804 WCR 57. AGPROfessionals is authorized to represent and request the release of all records necessary on behalf of Lester Stroh. We respectfully request that all correspondence be directed to AGPROfessionals. Sincerely, Sit-- A 1 .. zol s Lester Stroh Date rt ENGINEERING, PLANNING, CONSULTING & REAL ESTATE 3050 67`x' Avenue • Suite 200 • Greeley, CO 80634 970.535.9318 / office • 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. Weld County is ranked among the top 20 counties in the United States for dairy production. With dairy and dairy products leaders such as Dairy Farmers of America and Leprino Foods located within Weld County, the dairy industry will continue to grow. Agricultural support businesses such as calf ranches as proposed in this application, are necessary to maintain the dairy herd within Weld County. Currently there are a substantial amount of dairy calves and heifers being raised out of state. Island Farms will utilize an existing historic dairy site for a new 10, 000 head dairy calf facility. This new facility will allow for dairy calves to be raised locally and support the local dairies and local economy. The existing on-site dairy infrastructure will be updated for raising dairy calves. Outdoor pens will be built on the north half of the property. The south half of the property will continue to be farmed. Activities will include housing and raising calves from day old to 600 pounds of body weight; storing and processing feed; storing and maintaining dairy equipment; and farming. Supporting infrastructure includes buildings and corrals for livestock husbandry, equipment storage, maintenance facilities, waste and storm water management control structures and employee housing. The existing buildings include a milk barn for preparing milk replacement for the calves and a shop/feed commodity building. The building sizes are shown on the plat. There will be one residence as shown on the plat. The facility is not proposing a sign at this time. Fencing will be typical of agricultural facilities and include 3-strand barbed wire and pipe fencing for the feeding areas and property boundary. Lighting shall comply with Weld County Code. The property is comprised of approximately 78 acres and is located east of Weld County Road 57 and south of Weld County Road 52 approximately 2 miles southeast of the Town of Kersey. The property has historically been a dairy. Access is currently achieved with agricultural accesses along Weld County 57 and a residential access on Weld County Road 52 approximately 1100 feet south of Weld County Road 57. The facility will be operated under applicable local, state and federal regulations. The facility will also use standard and traditional operating procedures and best management practices consistent for dairy farming. 2 . Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 (Comprehensive Plan ) . Sec. 22-2-20. Agriculture goals and policies. B. A.Goal 2. Continue the commitment to viable agriculture in Weld County through mitigated protection of established (and potentially expanding) agricultural uses from other proposed new usesthat would hinder the operations of the agricultural enterprises. A.Policy 2.3. Encourage development of agriculture and agriculturally related businesses and industries in underdeveloped areas where existing resources can support a higher level of economic activity. Agricultural businesses and industries include those related to ranching, confined animal production, farming, greenhouse industries, landscape production and agri -tainment or agri-tourism uses. The proposed use is consistent with the Weld County Comprehensive Plan as the plan encourages development of agriculture and agriculturally related businesses. The facility is an agricultural business related to confined animal production, specifically the dairy and feedlot industry. The property use is necessary in Weld County to preserve the agricultural economic base historically attributed to the area. Weld County currently supports a large dairy industry and the calf facility is needed to develop and maintain the dairy support stock within Weld County, rather than having calves raised in surrounding states. 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 Weld County Code, Chapter 23 with regards to the agricultural zone district where the site is located. A livestock confinement operation exceeding four (4) animal units per acre is permitted in the A (Agricultural) zone district as a Use-by-Special Review. Currently there are several similar uses in the area including a 120, 000 head feed lot to the north, a 6, 000 head dairy to the southeast and a 15, 000 head calf facility directly east. Public health, safety and welfare are protected through adherence to applicable county, state and federal regulations and requirements and conditions of this permit. 4 . What types of uses surround the site? Explain how the proposed use is consistent and compatible with surrounding land uses . Agricultural uses that surround this site are primarily crop farming, hay production, cattle grazing, dairy and feedlots and rural residential. This proposal is compatible with the surrounding agricultural uses and the Weld County Comprehensive Plan. 5 . Describe , in detail , the following : a . Number of people will use this site? It is proposed that 15-20 full time employees will be at this site. b . Number of employees proposed to be employed at this site? It is proposed that 15-20 full time employees will be employed at this site in the future depending on business conditions. c. Hours of operation? The facility is projected to be operational Monday-Sunday, twenty-four hours per day. d . Type and number structures to be erected (built) on this site? It is proposed that the facility will utilize the existing buildings. No additional buildings are proposed. New pens and calf shades will be constructed in relation to the existing buildings. e . What type and number of animals, if any, will be on this site? 10, 000 Dairy calves from 1 day old to 600 pounds. f. Kind of vehicles (type, size, weight) that will access this site and how often? Pickups and cars: 20-30 per day for full time employees. Typical vehicles accessing this site include employee and owner vehicles and service trucks. The following numbers are anticipated upon full build-out of the site: Semi-truck and trailer: 1 per day for feed, 2 per week for load out Goose neck trailers: 2 per week calves in Service trucks: 2 per day Pickups and cars: 20-30 per day for full time employees. g . Who will provide fire protection to the site? Platte Valley Fire Protection District h . What is the water source on the property? (Both domestic and irrigation ) There are two CWCWD taps at the facility. Copies of the tap agreements are provided with the application i . Sewage disposal system on the property? (Existing and proposed ). There are existing septic systems at the milk parlor and the residence. Copies of the septic permits are included with the application . j . If storage or warehousing is proposed , what type of items will be stored? Storage and warehousing is not proposed to be a main activity of this request; however, storage of feed and feed equipment, service and miscellaneous business supplies will be stored on site to accommodate daily business requirements. 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 . This is an existing facility, there is no further landscaping planned with this permit application. 7 . Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. Reclamation procedures include compliance with applicable state 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 calf feeding operation, 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 by the current and proposed wastewater retention structures and diversions. These components will be designed to meet all required regulations. Specific details regarding storm water management will be outlined in the Preliminary Waste System Design. 9 . Explain how long it will take to construct this site and when construction and landscaping is scheduled to begin . This is an existing facility; however, construction of the new wastewater retention structures and diversions will begin immediately upon approval of the Use by Special Review permit; it will take approximately one year to complete the plan. 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. Wastewater will be collected into wastewater retention structures. All proposed storm water structures are designed to meet all required regulations. No hazardous material storage is proposed for this site. Stormwater and wastewater will be periodically land applied at agronomic rates. A local rendering service will remove mortalities as needed. Debris and refuse will be collected and removed by a local trash service, such as Waste Management or BFI. AA AGPROfessionals ■■ I)I'.VELOPERS OF AGRICU [.I LIRE Traffic Narrative Typical vehicles accessing this site include employee and owner vehicles, vendor and service trucks. The following numbers are anticipated upon full build-out of the site: Semi-truck and trailer: 1 per day for feed delivery and 2 per week for animal load out. Pickups and gooseneck trailers: 2 per day for incoming calves. Pickups and cars: 20-30 per day_for full time employees, venders and service vehicles. Vehicles will enter at the main entrance on WCR 57. The traffic will travel north on WCR 57 then west on WCR 52 to WCR 53 and then north to State Highway 34 or south on WCR 57 to WCR 50 then west to WCR 49. Due to the need to have feed and calves delivered to the facility on a daily basis, the applicant is requesting that the facility be placed on the Weld County preferred snow route. ENGINEERING, PLANNING, CONSULTING & REAL ESTATE 3050 67th Avenue • Suite 200 • Greeley, CO 80634 970.535.9318 / office • 970.535.9854 / fax • www.agpros.com FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: Business Name: Island Farms, LLC Phone: 559-358-5187 Address: 5630 W Sweet Dr City, ST, Zip: Kersey, CO 80644 Business Owner: Sam Knevelbaar Phone: 559-358-5187 Home Address: 5630 W Sweet Drive City, ST, Zip: Visalia, CA 93291 List three persons in the order to be called in the event of an emergency: NAME TITLE ADDRESS PHONE Sam Knevelbaar Owner 5630 W Sweet Drive,Visalia, CA 93291 559-358-5187 Business Hours: 24/7 Days: Type of Alarm: None Burglar Holdup Fire Silent Audible Name and address of Alarm Company: 1. Pr Location of Safe: 14 R MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building: loci Location(s): -t- 0ã ( A4 curd t21 CoAc,) Is alcohol stored in building? t4 0 Location(s): Are drugs stored in building? Oro Location(s): Are weapons stored in building? Igo Location(s): The following programs are offerersi a public service of the Weld Counreriffs Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main Electrical: tbd Gas Shut Off: tbd Exterior Water Shutoff: tbd Interior Water Shutoff: tbd cco0 �,,, ti�, Weld County Public Works Dept. t - -A1 1111 H Street ACCESS PERMIT ,cs c;, co P.O. Box 758 0,,, Ns- Qk Greeley, CO 80632 APPLICATION FORM �/C X19 Phone: (970)304-6496 Fax: (970)304-6497 Applicant Property Owner (If different than Applicant) Name Tim Naylor Name Stroh Lester A Living Trust Company AGPROfessionsals Address 1919 68th Ave Address 3050 67th Ave Suite 200 City Greeley State CO Zip 80634 City Greeley State CO zip 80634 Phone Business Phone 970-535-9318 Fax Fax 970-535-9854 E-mail tnaylor@agpros .com E-mail tnaylor@agpros.com ® = Existing Access A= Proposed Access Parcel Location & Sketch The access is on WCR 57 Nearest Intersection : WCR 52 & WCR 57 (,)e.g G WCR Distance from Intersection <I LXc2O�t � �e b'cL42 a `�v z'o � y�r� � �- 096335000011 e4 evii,4'vici L4 — -h' lee ets- Parcel Numberr, ' fP lie eSection/Township/Range 35-5-64 '' `` l „ . . ` . Is there an existing access to the property .° YES NO 0 N 3 '� ,-- if-2 ICSr CvfrlfQ't Number of Existing Accesses - Road Surface Type & Construction Information : >Ev -1ft4c-1 OIL- 6AS Asphalt l l Gravel Fl Treated Fl Other WCR Culvert Size & Type Materials used to construct Access Construction Start Date Finish Date Proposed Use OTemporary (Tracking Pad Required)/ $75 ❑Single Residential/$75 0 Industrial/$150 Small Commercial or Oil & Gas/$75 ❑ Large Commercial/$150 ❑ Subdivision/$ 150 OField (Agriculture Only)/Exempt Is this access associated with a Planning Process? ll No i USR II RE PUD Other Required Attached Documents - Traffic Control Plan -Certificate of Insurance - Access Pictures (From the Left, Right, & into the access) By accepting this permit, the undersigned Applicant, under penalty of perjury, verifies that they have received all pages of the permit application; they have read and understand all of the permit requirements and provisions set forth on all pages; that they have the authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws regarding facilities construction. 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L , . . `r '•& � ) ' `4 �' i- ..r / + t5 . .L'a t" , 1' • _ •\ems 1 r •,S �,• ^wit • ,P.1 4". w D ., . 1. a,tlt . ..•l S- f.' \ t- • t" i ", .1 „1• � Ct ''`•'t1 :�. •e.. •1 ' `> • 3 ` i , f d`. •<• ♦� -a l - i t •^ • a -t t l �r :)' aX-• •��k 1♦� ,t r, <a 1 • t..1( ' � ,•� •-('1 Island Farms , LLC Weld County, CO Preliminary Waste System Design Prepared by: AGPROfes OF �ionals DEVE3050 67`h Avenue, Suite 200 Greeley, CO 80634 970-535-9318 September 2015 Summary This analysis covers the preliminary design recommendations for a waste management system for the Island Farms, LLC (Island Farms) in Weld County, Colorado. The proposed facility will raise calves from 0-600 pounds and is considered a Confined Animal Feeding Operation (CAFO). Therefore, the facility is subject to the Colorado Department of Public Health and Environment (CDPH&E) regulations. This preliminary design meets the requirements set forth in those regulations. Project Description The site is located in Weld County approximately 1 .5 miles southeast of the town of Kersey, CO. The facility is located in the West 'A of the Northwest '/ of Section 35, Township 5 North, Range 64 West of the 6th Principle Meridian. The calf facility will have a total capacity of approximately 10,000 head. The site, which is approximately 78 acres of production area, will include approximately 30 acres of runoff containment area. Design Objectives The waste management plan for Island Farms will consist of constructing two waste storage ponds on the south end of the production areas. The ponds will be constructed to contain runoff from the open lot area, including the lot area, commodity storage area, and calf area. The new ponds will be dewatered to adjacent farm fields as needed. Water will be applied to cropped fields at agronomic rates as a fertilizer according to a nutrient management plan that will meet State requirements. Hydrology and Hydraulics This waste management system is designed to contain the 25 year-24 hour storm event as determined from the TAPS weather data. The required capacity was determined using the spreadsheet 313Pond.XLS "RECTANGULAR WASTE STORAGE POND DESIGN COMPUTATIONS" developed by John Andrews, NRCS State Conservation Engineer for Colorado. The spreadsheet uses a monthly balance approach accounting for precipitation inputs, as well as evaporation and pumped draw-downs during the summer irrigation season for the outputs. All waste water will be generated from the lot area, feed and commodity area and the calf area. All precipitation that does not fall directly on these areas will be diverted away from the containment area and will flow into the natural depressions. AGPROfessionals Page 2 of 5 Island Farms, LLC The design storm is a 25 year-24 hour storm event which corresponds to an amount of 3 .40 inches of rainfall at the Greeley, CO weather station. The north area of 18 acres will produce a storm runoff volume of 3 .3 acre feet. The south area of 12 acres will produce a storm runoff volume of 2.2 acre feet. Storage Pond The facility will have 2 storage ponds, one for each drainage basin. The North pond will be approximately 4.5 acre-feet and the South Pond will be approximately 4.0 acre-feet in size. Both will be lined with a liner to meet the requirements of 5 CCR 1002-81 . An emergency spillway may be installed to comply with Regulation 5 CCR 1002- 61 . 17(5)(c)(ix)(C). Spill protection will be installed in all pond inlets to ensure that the flow of water into the pond does not erode and compromise the integrity of the pond liner. The system is designed to be dewatered frequently during the summer of each year and dewatered as low as possible prior to each winter. The pond has been designed to handle the normal runoff and process water and still maintain capacity for the design storm. The water level must be kept below the working depth marked on the staff gauge to ensure adequate storage capacity for runoff from the design storm. The facility has over 6 months of storage which prevents the need to land apply wastewater during the winter months. Diversions and Conveyances All diversions will be sized and constructed to handle flows from the design storm event. All conveyance structures will be sized to handle the projected flows. Geotechnical Recommendations The soil survey indicated that the site is underlain predominantly by sandy soils. The soil survey also indicates that the soil is Olney loamy sand in the area where the proposed ponds will be located. Subsurface explorations have been conducted. The pond design allows for a 4 feet setback from ground water to the bottom of the liner to comply with Regulation 5 CCR 1002-81 .8(6)(a)(i)(b). The bores have been made into piezoineters and the groundwater levels will continue to be monitored over time. This subsurface exploration indicated that the soils in the proposed pond area consisted of coarse soils over top of a heavier soil. This heavier soil has been determined to be too deep to be available and was not analyzed for its suitability as a compacted clay liner. AGPROfessionals Page 3 of 5 Island Farms, LLC Land Application The proposed waste storage pond will be dewatered to the forty-five acres of irrigated farm land south of the pen area. All wastewater will be applied at agronomic rates as defined in the facility's Nutrient Management Plan. Using estimates generated from the spreadsheet 313Pond.XLS "RECTANGULAR WASTE STORAGE POND DESIGN COMPUTATIONS", 4.7 acre-feet of wastewater will be generated for land application in an average year. The amount of alfalfa or corn silage needed to utilize this wastewater in a conservative manner is 6 or 11 acres of sprinkler irrigated ground, respectively. In order to utilize the approximately 5.5 acre-feet of runoff generated in a 25 year-24 hour storm event, 7 or 12 acres of sprinkler irrigated alfalfa or corn silage, respectively, is needed. Wastewater will be dewatered to adjacent land via 3rd party transfer as needed. Approximately 11 ,500 tons (32% DM as applied) of manure will be generated annually. This manure will be provided to local farmers for use in their cropping operations. AGPROfessionals Page 4 of 5 Island Farms, LLC Appendices • Pond Sizing Spreadsheet • Proposed Drawing • Soils Report • Manure generation table • Land application requirements AGPROfessionals Page 5 of 5 Island Farms, LLC G 0 Ce m m -a W co 0 •�- O zC O N CO N M r a0 0 N 0 CO O 0 O .- N LA r et 10 CD r N N00 M - O a t sr v:_ E O U r: r r d d d d d d d ci O a- c> U U O 0 Q r 0 O to Q Q Q co Q O O Ln O In CO r O coot' o0 0 U7 CO Z -32:N. _ - O 1- CrD � C7r CO g -- O a> a'oc = i �iol� oNaooO 0 •� N r �- O O r- O ..-_ o cQ o0o4000Q0000 a a �-. ai ,a .C m 0 0 hi p E 03 m E Z17 0 a-1 a) O O o CO o d> SSS $ OS CD O0 0 o S S S o 0 0 C-) Z oa a m c » >CO to U odoro ord o oo ri LL :ail -c W w r F- ? o O C) U � .0 0 cn o `2 t- O .- 4 -I O c O rn CO Q> Li_ ar O M — .O 0 I-- c O (7 O L.L n 'a 3 p p p p p p pO ) to o c_coo O a 'o t> SSSSSSSSSSSO 0 o v 0 WO O m @Q odd .- ddrodd6 c'�i 0 Q ZO aO `� > a a> a o >, co >- 0 ! c E 0 d CL co _i • t.l > o L W Z c J 0 0 0 0 0 O a O O In 2 o CD CO 0300 O = M Q U Q, M O Q ci O Old O O o00000 > p d owtt S N ._ W I 'o > E I-- O O O in et O "Cr - O O V E a et lA r S O O O O O O O O �' 0 CZ; 2aS8S888S88S8 8 a t 0 C N w 0 0 O O 0 CO 0 CO 0 0 0 CU O N b, a> Q O d 0 0 0 0 0 0 0 0 0 0 > O U -5 S. ni _c _c _c -o ai id CD is Q LLI aD {tI T 7 t i o o S 0 00 a 0,CL ¢ CO Q 0 "Co- .?, .c cc co tolvloly 'n r-Io Lon_ e-- a a 00• C')LO 0 O 0 W J 0 c 0 0 .• =tGV et t[J tC�CG cC c'; r- -situ • Eo E o aim N tow:, L.L_ co c6 a oE c 0 a) U' 0 co m O g > Y M p i CT N e- O r O N. 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I l7i y' 1,. . i. • * , . ; • 3 ei ._I. 1 i . __ .�_.. - K =.y 1 � 1 n ft� ll Aggiatifia a • x August 24, 2015 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www. nres. usda.gov/wps/portal/ nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (http:// offices.sc.egov. usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist (http://www.nres. usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nrcs142p2_053951 ). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means 2 for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination. write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W. , Washington. D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface 2 How Soil Surveys Are Made 5 Soil Map 7 Soil Map 8 Legend 9 Map Unit Legend 10 Map Unit Descriptions 10 Weld County, Colorado, Southern Part 12 4—Aquolls and Aquepts, flooded 12 13—Cascajo gravelly sandy loam, 5 to 20 percent slopes 13 44—Olney loamy sand, 1 to 3 percent slopes 14 45—Olney loamy sand, 3 to 5 percent slopes 16 47—Olney fine sandy loam, 1 to 3 percent slopes 17 Soil Information for All Uses 19 Soil Properties and Qualities 19 Soil Qualities and Features 19 Hydrologic Soil Group (Island Farms, LLC) 19 References 24 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography. geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units) . Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classified and named the soils in the survey area, they compared the 5 Custom Soil Resource Report individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping , intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil- landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit. Aerial photographs show trees. buildings. fields, roads. and rivers, all of which help in locating boundaries accurately. 6 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 7 Custom Soil Resource Report t Soil Map o en M O 540100 540200 540300 540400 540500 540600 540700 40 21 49"N r I T ;� _ 40° 21'49'N O t • ' •* - a • �'- a I. 6 •• e‘ • .---I 4 •. - r'. *11 i .. V `4i≥ le.4 % - .., „.... ._ -- _ __.l ■mo• w.; ""•Pr:44 1. 1 3�ii �. ; ...aa i , ] �. s kr .,jit it 8. krs II ' ' tv i 1 . ...4 .• .. il ,, 7 1 a ■ 1 - C1 ' 1 r p `,a � ,•t+3. , n. • •i :, ,,. r -� • 'C wiai �e I' r_ V1( 70 f-. . r_ .� .,r. , , m,1' V all yy . 1r .� I • .4':..74-44 - l t • 1 , • O • . • . �x 3 .1.... (�Zl • J 4` • , • • • • . { .. .r , • 47 �, r 't} s a / I' 1 a r 0,1 72 1 �. .•� - - 4 yet -,•... 1 _ ter• � - ;• ,, � �• 0 ` _ 1: • k 40° 21' 18'N ) '--> ,t ,• i. p. f }- �' ° I -! 40° 21'18"N 540100 540200 540300 540400 540500 540600 540700 3 3 o ;„ Map Scale: 1:4,760 if printed on A portrait(8.5"x 11")sheet Meters 8 N 0 50 100 200 300 g /V Feet 0 200 400 800 1200 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTTM Zone 13N WGS84 8 a) a) o o a; o a a) to o r c o — c o °' `� — = as a) •— r "- Q) O N en (9 to (d a r I > c O a) U p) a O O C > 0 V Q. a ai � 0 O a a a) r a) C 0 U as 4- N E co d a) a N E C U N C O a O w Q) (1) - Q) a a) or v) m C R o ciio a a) -c N o U C U tl5 O U a) a. 0 4 f0 N cn .a O C) a n3 2 � � c N -C•, ) CO , U) oEt W E Q. a) a) `� E Q) N O O U) O N a 16 a) Z ° 0 O -co N E O a N a •`— co c � (n a L 2 N O a, a o E E U .`n W coo o �' oo ° N o a)) 3 N ca c• Q ca an L cv U) co a c o Q C a c cn pe/ ` U 03 . L a) cn O O C .-ts to U a) O (a O O Q LL a a N E O w () R1 cad 0 a Q) 0 0)C) a y > O > Co L 0 3 ` T a) 0 03 a M E >• (a Q)a 0 Q) C f4 r LL' . _a a cv � � ° a°1i ri � > � � � � E o o c N L a) E � Z co 0 0C Ill '4 o a n o o a) c co c -C a�i a`ni aUi U ._ �° El.? o a. E co ET2 co c4a. O c6 > Z a U a) a) —_ a3 a) No CS ca E a) E co a) Q) a) a c.6 as a) a) cn o '= a a w • • a) 17) 0 C •C _ > > -c a) a rn a) a t m a) C O co Q)O C CO o a) 2 ) + C ca 0 U > w C C Q co �? w U >Fp E U) a C C C C N a) a' C ID E -- U � zs UCN Qa) (1) Ea) 0a ® a U _ C N to •a a) a) o O o co O N a N .� a) O 6 O c6 E c6 H w E Q u) ii E W 5 O 2 Qt- < U H .c v) 0) U) o 0 NN H o ._ o t 0 Q a) CC a) C) I- O a) a) tY co o > E C T "-' C > C 0. (9 a ti V .c m U) U) a) -0 or, N N O = T c c = N a 'a (. ) EL! °° c :i u) a) a) o o L Q U o m E (a = c a 0 T U) L- U CO U) ,_ cc ` (0 0 0 -c a) m m a) w .i o -c co U) > 5 O to 3 co o J Q CO ( c O O i d L. N Y -. W ♦ y O • CO ►t�4 03 1. - - m W J U) a. c ° o m 2 v Cli O O .N a to a J a (q E N a) C C C d a 0 O a-• a a o O c Q ..- a a a a ° a >. O O i (6 (U 5 U) T a) ` a Q ° I a ti o o y a) m r u t ° Ec 0 a) T ° o CC 3 `Sc U) U) Cl) •6 m 0] U U 0 C7 J J `2 2 2 a CC Cl) U) Cl) U) U) U) a 4-0 c CO i d D x f\ x •: co ,%J�1 •�} et. (1;D O > ± •ono �L tit. t 4 C_� co N 477 ` - 'O Y U1 Q U) Custom Soil Resource Report Map Unit Legend Weld County, Colorado, Southern Part (CO618) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 4 Aquolls and Aquepts, flooded 2.3 2.9% 13 Cascajo gravelly sandy loam, 5 3.9 4.9% to 20 percent slopes 44 Olney loamy sand, 1 to 3 percent 46.5 58.1% slopes 45 Olney loamy sand, 3 to 5 percent 15.6 19.5% slopes 47 Olney fine sandy loam, 1 to 3 11 .8 14.7% percent slopes Totals for Area of Interest 80.0 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. 10 Custom Soil Resource Report The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha- Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils. 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 11 Custom Soil Resource Report Weld County, Colorado, Southern Part 4—Aquolls and Aquepts, flooded Map Unit Setting National map unit symbol: 3621 Elevation: 3,600 to 4,700 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 50 to 55 degrees F Frost-free period: 100 to 165 days Farmland classification: Prime farmland if drained and either protected from flooding or not frequently flooded during the growing season Map Unit Composition Aquolls and similar soils: 55 percent Aquepts, flooded, and similar soils: 25 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Aquolls Setting Landform: Drainageways, plains, depressions Down-slope shape: Linear Across-slope shape: Linear Parent material: Recent alluvium Typical profile H1 - 0 to 8 inches: variable H2 - 8 to 60 inches: stratified sandy loam to clay Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 6.00 in/hr) Depth to water table: About 6 to 36 inches Frequency of flooding: Frequent Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Moderately saline to strongly saline (8.0 to 16.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 5.0 Available water storage in profile: Low (about 4.7 inches) Interpretive groups Land capability classification (irrigated): 6w Land capability classification (nonirrigated): 6w Hydrologic Soil Group: D Ecological site: Salt Meadow (R067BY035CO) 12 Custom Soil Resource Report Description of Aquepts, Flooded Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Recent alluvium Typical profile Hi - 0 to 8 inches: variable H2 - 8 to 60 inches: stratified sandy loam to clay Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 6.00 in/hr) Depth to water table: About 6 to 36 inches Frequency of flooding: Frequent Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Moderately saline to strongly saline (8.0 to 16.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 5.0 Available water storage in profile: Low (about 4.7 inches) Interpretive groups Land capability classification (irrigated): 6w Land capability classification (nonirrigated): 6w Hydrologic Soil Group: D Ecological site: Wet Meadow (R067BY038CO) Minor Components Thedalund Percent of map unit: 10 percent Haverson Percent of map unit: 10 percent 13—Cascajo gravelly sandy loam , 5 to 20 percent slopes Map Unit Setting National map unit symbol: 361 n Elevation: 4,600 to 5,200 feet Mean annual precipitation: 11 to 13 inches Mean annual air temperature: 52 to 54 degrees F Frost-free period: 120 to 160 days 13 Custom Soil Resource Report Farmland classification: Not prime farmland Map Unit Composition Cascajo and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Cascajo Setting Landform: Terraces, ridges Down-slope shape: Linear Across-slope shape: Linear Parent material: Calcareous gravelly alluvium Typical profile H1 - 0 to 9 inches: gravelly sandy loam H2 - 9 to 31 inches: extremely gravelly sandy loam H3 - 31 to 60 inches: very gravelly sand Properties and qualities Slope: 5 to 20 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): High (2.00 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 25 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 4. 1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: A Ecological site: Gravel Breaks (R067BY063CO) Minor Components Renohill Percent of map unit: 8 percent Samsil Percent of map unit: 7 percent 44—Olney loamy sand, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 362r Elevation: 4,600 to 5,200 feet 14 Custom Soil Resource Report Mean annual precipitation: 11 to 15 inches Mean annual air temperature: 46 to 54 degrees F Frost-free period: 125 to 175 days Farmland classification: Farmland of statewide importance Map Unit Composition Olney and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Olney Setting Landform: Plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Mixed deposit outwash Typical profile H1 - 0 to 10 inches: loamy sand H2 - 10 to 20 inches: sandy clay loam H3 - 20 to 25 inches: sandy clay loam H4 - 25 to 60 inches: fine sandy loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of parading: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Moderate (about 6.5 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4c Hydrologic Soil Group: B Ecological site: Sandy Plains (R067BY024CO) Minor Components Vona Percent of map unit: 8 percent Zigweid Percent of map unit: 7 percent 15 Custom Soil Resource Report 45—Olney loamy sand, 3 to 5 percent slopes Map Unit Setting National map unit symbol: 362s Elevation: 4,600 to 5,200 feet Mean annual precipitation: 11 to 15 inches Mean annual air temperature: 46 to 54 degrees F Frost-free period: 125 to 175 days Farmland classification: Farmland of statewide importance Map Unit Composition Olney and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Olney Setting Landform: Plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Mixed deposit outwash Typical profile H1 - 0 to 10 inches: loamy sand H2 - 10 to 20 inches: sandy clay loam H3 - 20 to 25 inches: sandy clay loam H4 - 25 to 60 inches: fine sandy loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Moderate (about 6.5 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4c Hydrologic Soil Group: B Ecological site: Sandy Plains (R067BY024CO) 16 Custom Soil Resource Report Minor Components Zigweid Percent of map unit: 8 percent Vona Percent of map unit: 7 percent 47—Olney fine sandy loam, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 362v Elevation: 4,600 to 5,200 feet Mean annual precipitation: 11 to 15 inches Mean annual air temperature: 46 to 54 degrees F Frost-free period: 125 to 175 days Farmland classification: Prime farmland if irrigated and the product of I (soil erodibility) x C (climate factor) does not exceed 60 Map Unit Composition Olney and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions. and transects of the mapunit. Description of Olney Setting Landform: Plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Mixed deposit outwash Typical profile H1 - 0 to 10 inches: fine sandy loam H2 - 10 to 20 inches: sandy clay loam H3 - 20 to 25 inches: sandy clay loam H4 - 25 to 60 inches: fine sandy loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) 17 Custom Soil Resource Report Available water storage in profile: Moderate (about 7.0 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4c Hydrologic Soil Group: B Ecological site: Sandy Plains (R067BY024CO) Minor Components Zigweid Percent of map unit: 10 percent Vona Percent of map unit: 5 percent 18 Soil Information for All Uses Soil Properties and Qualities The Soil Properties and Qualities section includes various soil properties and qualities displayed as thematic maps with a summary table for the soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components. This aggregation process is defined for each property or quality. Soil Qualities and Features Soil qualities are behavior and performance attributes that are not directly measured, but are inferred from observations of dynamic conditions and from soil properties. Example soil qualities include natural drainage, and frost action. Soil features are attributes that are not directly part of the soil. Example soil features include slope and depth to restrictive layer. These features can greatly impact the use and management of the soil. Hydrologic Soil Group (Island Farms, LLC) Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long- duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (ND, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. 19 Custom Soil Resource Report Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. 20 Custom Soil Resource Report • Map—Hydrologic Soil Group (Island Farms, LLC) b en en O r1 N 540100 540200 540300 540400 540500 540600 540700 40° 21'49"N . . ` 40° 21'49"N s r. � ` 8atsr ! • '; Vii , ,4 if '• ti ruilliliStil8 1 tj. dol ' • ,.. , ...4 WI 11 r : i , . -- A _,. fw 1 i 5 r —. —it eij , i . -- . -d . ^.. • "/. , ^ t r i a i i •4; s ti• ' ,+ . 0 44 g % • p . 6; ql k I A i • • p • fair il.e. • lip . r' ,.. P. It, 47 5 , . - a i". • '� 4 4 4 1 Q •,mot ' f •.'' a .1. Q #t' t i t t a t-ar ' y 1_ I At ire,: �' �`:R� ��-. ^,mss '+ . ,7yC.lJ�, ,� 'R . NON W r . .: p . Sir'' ' . a 1'4- '•1n r n- f. La N. ♦ Q Mk Alt• il 40° 21' 18"N . - $ L I a' 40° 21'18"N 540100 540200 540300 540400 540500 540600 540700 3 3 it, Z Map Scab: 1:4,760 if printed on A portrait(8.5" x 11")sheet en m Meters S N 0 Aso 100 200 300 Feet 0 200 400 800 1200 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTT4 Zone 13N WGS84 21 o a) o o w a) 6 Sc ) L o �, o c N .Q N p CO 6 U 2 a co U N CO N U N O L•o• 0 O uj w , 0 >O co co I c L 113 �_ U O U a) ° L 'D CS N r N O ° c co a co ... 5 a Cl.. a) � o O .C cu o 00 0 as a) •O N O O a) C to C ` E ate) U b E cn ? 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CD c`o c`o N 13 < ❑ co E o CO o a) • c cO O a) c CO N U >, CV c C L c N ,. cn o � v � E "- v � EEcaoo a .O a) w a) `aoC 13 z E a) 0 co `) 0 p C `O •° a) a) w p V) Q a .as c 'o c N P E L o 0 o v- U (o 2i- a > coo N °) Z a Q) C w. U (n U N 0) co E (o � UN c"'ZCOO � Oo � .� � � � Q. coZ � a`) °) � oEc� E n co C M •6 a) a) p o p co o N .a 6 L L O = o ,_ (o o L ° E I- in -Ea N E E w U 2 a '5 < U F- ... CO CO CO o ❑ c\l F- o ._ o t 0 a a) DC a) U D O V)o fY N N a) _ O Q co CO E cis> (II T > > C CO L o p (a a 0 r c v) o) V) `O v to Cl) O D c I N 'D -c U m m a; 0 0 T. E C0 CC a co N o d m c . 2 0 .� o a) o U 0 Z co O a' Z) 5 _ Q la -, co C 0) © © © O m u9. of Wco 4 F— m W a) a) a 3 a 05 CO C Q N 4O to- 2 C C 0. L l C O O 5 .. O •o a O N in M r < O >. p N f4 C O O 12 C ' 0 mQ c) ¢ 0 m m U v ❑ Z a) ¢ Z m m U 0 ❑ Z c Q 0 m 0 4) C C c C 4J Y .,.. {Y ac t a % 5t" % % h n cc: ca t coN .0 .0 Y 1l li Y it i. t i .0 D D D D C •6 N N cn Q V) Custom Soil Resource Report Table -Hydrologic Soil Group (Island Farms, LLC) Hydrologic Soil Group— Summary by Map Unit — Weld County, Colorado, Southern Part (CO618) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 4 Aquolls and Aquepts, D 2.3 2.9% flooded 13 Cascajo gravelly sandy A 3.9 4.9% loam, 5 to 20 percent slopes 44 Olney loamy sand, 1 to 3 B 46.5 58.1% percent slopes 45 Olney loamy sand, 3 to 5 B 15.6 19.5% percent slopes 47 Olney fine sandy loam, 1 B 11 .8 14.7% to 3 percent slopes Totals for Area of Interest 80.0 100.0% Rating Options—Hydrologic Soil Group (Island Farms, LLC) Aggregation Method: Dominant Condition Component Percent Cutoff None Specified Tie-break Rule: Higher 23 References f American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M. , V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31 . Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W. , and L.M. Vasilas, editors. Version 6.0. 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/nres/ detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://www.nrcs. usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://www. nres.usda.gov/wps/ portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W. , Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1 . United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www. nres. usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www. nres. usda.gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 24 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www. nrcs . usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www. nres.usda.gov/wps/portal/nres/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961 . Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www. nres. usda.gov/Internet/FSE_DOCUMENTS/nres142p2_052290.pdf 25 Land Application Requirements for 25-year, 24-hour Storm Event 25-year, 24-hour storm volume( 5.5 A.F.), gallons 1,792,058 AGPRO Total Nitrogen contained in liquid, lbs. 2,993 •Total-N = 1.7 lbs./1,000 gal 1.8 Ammonium-Nitrogen contained in liquid, lbs. 2,688 'NH3-N = 1.5 lbs./1,000 gal 0.5 Organic-Nitrogen contained in liquid, lbs. 305 Organic-N = 0.2 lbs./1,000 gal 1.3 Ammonium-Nitrogen available after irrigation, lbs. 1,478 45.0% Sprinkler-Irrigation loss" Organic-Nitrogen available 3rd year, lbs. 143 47% Equilibrium mineralization rate for organic-N" Nitrogen available to plants (PAN) yr. after yr., lbs. 1,622 Soil Organic Matter, % 1.0 Irrigation Water NO3 content, ppm 5.0 Residual soil NO3 (2 ft), ppm 14.0 Alfalfa Corn Silage Expected Yield (grain, Bu/acre; silage, tons/acre) 6 26 Based on CSU Extension N req. w/ listed O.M., soil N, & Irr. Water NO3, (lb./acre) 220 132 Bulletin #538 & #0.565 Acres req. if effluent applied via sprinkler irrigation 7 12 'MWPS-18 Section 1 "Taken from CSU's Bulletin No. 568A Best Management Practices for Manure Utilization Land Application Requirements for Average Years' Stormwater & Process Water - Sprinkler Applied Maximum pumping requirement ( 4.7 A.F.), gallons 1,531,395 Total Nitrogen contained in liquid, lbs. 2,557 'Total-N = 1.7 lbs./1,000 gal Ammonium-Nitrogen contained in liquid, lbs. 2,297 'NH3-N = 1.5 lbs./1,000 gal Organic-Nitrogen contained in liquid, lbs. 260 Organic-N = 0.2 lbs./1,000 gal Ammonium-Nitrogen available after irrigation, lbs. 1,263 45.0% Sprinkler-Irrigation loss" Organic-Nitrogen available 3rd year, lbs. 122 47% Equilibrium mineralization rate for organic-N" Nitrogen available to plants (PAN) yr. after yr., lbs. 1,386 Soil Organic Matter, % 1.0 Irrigation Water NO3 content, ppm 5.0 Residual soil NO3 (2 ft), ppm 14.0 Alfalfa Corn Silage Expected Yield (grain, Bu/acre; silage, tons/acre) 6 26 Based on CSU Extension N req. w/ listed O.M., soil N, & Irr. Water NO3, (lb./acre) 220 132 Bulletin#538 & #0.565 Acres req. if effluent applied via sprinkler irrigation 6 11 'MWPS-18 Section 1 "Taken from CSU's Bulletin No. 568A Best Management Practices for Manure Utilization Land Application Requirements for Average Years' Stormwater & Process Water - Flood Applied Maximum pumping requirement ( A.F.), gallons - Total Nitrogen contained in liquid, lbs. - 'Total-N = 1.7 lbs./1,000 gal Ammonium-Nitrogen contained in liquid, lbs. - 'NH3-N = 1.5 lbs./1,000 gal Organic-Nitrogen contained in liquid, lbs. - Organic-N = 0.2 lbs./1.000 gal Ammonium-Nitrogen available after irrigation, lbs. - 22.0% Flood-Irrigation loss" Organic-Nitrogen available 3rd year, lbs. - 47% Equilibrium mineralization rate for organic-N" Nitrogen available to plants (PAN) yr. after yr., lbs. - Soil Organic Matter, % 1 .0 Irrigation Water NO3 content, ppm 5.0 Residual soil NO3 (2 ft), ppm 14.0 Alfalfa Corn Silage Expected Yield (grain, Bu/acre; silage or grass, tons/acre) 6 26 Based on CSU Extension N req. w/ listed O.M., soil N, & Irr. Water NO3, (lb./acre) 220 132 Bulletin #538 & #0.565 Acres req. if effluent applied via flood irrigation - - 'MWPS-18 Section 1 "Taken from CSU's Bulletin No. 568A Best Management Practices for Manure Utilization Land Application Requirements - Solid Manure Nitrogen produced annually, 100% used, rest give 620,500 Nitrogen loss during storage & handling, lbs. 248,200 40% lost as ammonia Total Nitrogen in manure before application, lbs. 372,300 Ammonium-Nitrogen contained in manure, lbs. 143,336 'NH4-N = 38.5% of total N in solid manure Organic-Nitrogen contained in manure, lbs. 228,965 'Organic-N= 61.5% of total N in solid manure NH4-N available after spreading (no incorporation), lbs. 111,085 'NH4-N loss= 22.5% within 4 days of application Organic-Nitrogen available 3rd year, lbs. 125,930 55% Equilibrium mineralization rate for organic-N' Nitrogen available to plants (PAN) yr. after yr., lbs. 237,015 Soil Organic Matter, °A) 1.0 Irrigation Water NO3 content, ppm 5.0 Residual soil NO3 (2 ft), ppm 14.0 Corn Silage Expected Yield (tons) 26 Based on CSU Extension N req. w/ listed O.M. & residual soil N, lb./acre 132 Bulletin #538 Acres req. 1,800 `Taken from CSU's Bulletin No. 568A Best Management Practices for Manure Utilization Land Application Requirements - Compost Nitrogen produced annually, 100% used, rest give 620,500 Nitrogen loss during storage & handling, lbs. 248,200 40% lost as ammonia Total Nitrogen in manure before composting, lbs. 372,300 Total Nitrogen in compost after composting, lbs. 260,610 30% total N lost during composting Ammonium-Nitrogen contained in manure, lbs. - 'NH4-N = 0.0% of total N in solid manure Organic-Nitrogen contained in manure, lbs. 260,610 'Organic-N= 100.0% of total N in solid manure NH4-N available after spreading (no incorporation), lbs. - *NH4-N loss= 0.0% within 4 days of application Organic-Nitrogen available 4rd year, lbs. 109,456 42% Equilibrium mineralization rate for organic-N' Nitrogen available to plants (PAN) yr. after 4 yr., lbs. 109,456 Soil Organic Matter, % 1.0 Irrigation Water NO3 content, ppm 5.0 Residual soil NO3 (2 ft), ppm 14.0 Corn Silage Expected Yield (tons) 26 Based on CSU Extension N req. w/ listed O.M. & residual soil N, lb./acre 132 Bulletin#538 Acres req. 831 'Taken from CSU's Bulletin No. 568A Best Management Practices for Manure Utilization, and SSSAJ 64:2024-2030, 20001 AGPROfessionals, LLC Table 2: Solid Manure Produced and Associated Nutrients ASAE D384.1 Feb '03 Moisture Manure Manure TS VS Nitrogen Prosphorus Potassium Number of Wt./hd, (lbs. / day / (ft3/ day / (lbs. / day / (lbs. / day / (lbs. / day / (lbs. / day / (lbs. / day / Animal Type Hd lbs. Total Wt., lbs. (%) 1000#) 1000# 1000#) 1000#) 1000#) 1000#) 1000#) Weaned Cattle 10000 500 5,000,000 85.3 58.0 0.92 8.5 7.2 0.34 0.092 0.21 Feeder Cattle - 750 - 85.3 58.0 0.92 8.5 7.2 0.34 0.092 0.21 Fed Cattle - 1 ,000 - 85.3 58.0 0.92 , 8.5 7.2 0.34 0.092 0.21 Totals 10,000 5,000,000 AGPROfessionals, LLC Island Farms, LLC Management Plan For Nuisance Control For Island Farms, LLC 24804 WCR 57 Kersey, CO 80644 Developed in accordance with Generally Accepted Agricultural Best Management Practices Prepared By AA AGPROfessionals ■■ DEVELOPERS OF AGRICULTURE AGPROfessionals 3050 67th Avenue, Suite 200 Greeley, CO 80634 August 2015 Island Farms, LLC AGPROfessionals Introduction This supplemental Management Plan for Nuisance Control has been developed and implemented to identify methods that Island Farms, LLC will use to minimize the inherent conditions that exist in confinement feeding operations. This supplement outlines management practices generally acceptable and proven effective at minimizing nuisance conditions. Neither nuisance management nor this supplemental plan is required by Colorado State statute or specifically outlined in the Colorado Confined Animal Feeding Operations Control Regulations. This is a proactive measure to assist integration into local communities. Island Farms will use these management and control practices, to their best and practical extent. Legal Owner, Contacts and Authorized Persons Correspondence and Contacts should be made to: Island Farms, LLC 24804 WCR 57 Kersey, CO 80644 Office: (303) 857-9323 The individual(s) at this facility who is (are) responsible for developing the implementation, maintenance and revision of this supplemental plan are listed below. Sam Knevelbaard Owner (Name) (Title) (Name) (Title) Legal Description The confined animal feeding facility described in this NMP is located at: Part of the West '/2 Northwest '/ of Section 35, Township 5 North, Range 64 West of the 6th P.M. 2 Island Farms, LLC AGPROfessionals Air Quality Air quality at and around confined animal feeding operations is affected primarily from the relationship of soil/manure and available moisture. The two primary air quality concerns at dairies are dust and odor. However, the management practices for dust or odor control are not inherently compatible. Wet pens and manure produce odor. Dry pens are dusty. The two paragraphs below outline the best management practices for the control of dust and odors that Island Farms will use. The manager shall closely observe pen conditions and attempt to achieve a balance between proper dust and odor control. Dust Dust from pen surfaces is usually controlled by intensive management of the pen surface by routine cleaning and harrowing of the pen surface. The purpose of intensive surface management is twofold: to keep cattle clean and to reduce pest habitat. The best management systems for dust control involve moisture management. Management methods Island Farms shall use to control dust are: 1. Pen density Moisture will be managed by varying stocking rates and pen densities. The animal's wet manure and urine keep the surface moist and control dust emissions. Stocking rates will be managed to minimize dust. 2. Regular manure removal Island Farms will continue to conduct regular manure removal. Manure removal and pen maintenance will be conducted as needed. 3. Water Trucks Should nuisance dust conditions arise, water tanker trucks or portable sprinkling systems may be used for moisture control on pens and roadways to minimize nuisance dust conditions. Odor Odors result from the natural decomposition processes that start as soon as the manure is excreted and continue as long as any usable material remains as food for microorganisms living everywhere in soil, water and the manure. Odor strength depends on the kind of manure, and the conditions under which it decomposes. Island Farms will use the methods and management practices listed below for odor control: 1. Establish good pen drainage Dry manure is less odorous than moist manure. The Dairy will conduct routine pen cleaning and surface harrowing to reduce standing water and dry or remove wet manure. 3 Island Farms, LLC AGPROfessionals 2. Regular manure removal Reduce the overall quantity of odor producing sources. The Dairy will conduct routine pen cleaning and harrowing several times per month. 3. Composting Reduces volume, nutrients and minimizes odor and pests. 4. Reduce standing water Standing water can increase microbial digestion and odor producing by-products. Proper pen maintenance and surface grading will be conducted by the dairy to reduce standing water. The stormwater ponds will be dewatered regularly in accordance with the Manure and Wastewater Management Plan for Island Farms. No chemical additives or treatments of the stormwater ponds for odor control are planned. Research to date indicates poor efficacy, if any, of these products. If it is determined that nuisance dust and odor conditions persist, Island Farms may increase the frequency of the respective management practices previously outline such as pen cleaning, surface grading and pen maintenance. Additionally, if nuisance conditions continue to persist beyond increased maintenance interval controls, Island Farms will install physical or mechanical means such as living windbreaks and/or solid fences to further minimize nuisance conditions from dust and odors. Pest Control Insects and Rodents 1. Regular manure reinoval and composting Manure management removes both food sources and habitat 2. Reduce standing water Standing water is a primary breeding ground for insects 3. Minimize fly habitat Standing water, weeds and grass, manure stockpiles, etc., are all prime habitat for reproduction and protection. Reduce or eliminate these areas where practical. 4. Weeds and grass management Keep weeds and grassy areas to a minimum. These provide both protection and breeding areas. S. Minimize stockpiles or storage of manure Stockpiles of manure provide both breeding and protective habitat. Keep stockpile use to a minimum. 4 Island Farms, LLC AGPROfessionals 6. Biological treatments Parasitic wasps are excellent biological fly control and are widely used. The wasps lay their eggs in fly larvae hindering fly reproduction. 7. Baits and chemical treatments Due to environmental and worker's safety concerns, chemical treatments are a last line of defense for insect control. Baits and treatments must be applied routinely. However, they are very effective. Rodent control at Island Farms is best achieved by minimizing spillage of feedstuffs around the operation. Good housekeeping practices and regular feed bunk cleaning, site grading and maintenance are used to reduce feed sources. Rodent traps and chemical treatments are effective control methods and will be used as necessary. Insects and rodents inhabit areas that 1 ) have an adequate to good food supply and 2) foster habitat prime for breeding and living. Key practices Island Farms will use to manage insects and rodents are to first eliminate possible habitat and then reduce the available food supply. In the event it is determined nuisance conditions from pest such as flies and rodents persist, Island Farms will initially increase the frequency of the housekeeping and management practices outlined previously. If further action is necessary, Island Farms will increase use of chemical controls and treatments, such as fly sprays, baits, and rodendicide for pest control. Mortality Management Island Farms will maintain the timely removal and disposal of mortalities to a rendering company. Records of disposal will be maintained and will be available for review upon request. 5 Hello