NM Dairy Pond Sizing Software

NM-DAIRY PLANNING DATA SHEET USDA Natural Resource Conservation Service Version 2.6 (5/8/06) Dairy Name: Super Cow Dairy Dairy Manager: Joe Holstein Location: Artesia, NM Number of cows - Milking: Average weight of cows: % waste from the milking center: Wash water used in milking center: Number of months of storage needed: Flush water added: Planner: MAS 2,000 1,400 15% 13 2 Dry: 100 lbs percent (%), 15% is typical gal/day/cow Month Storage Gal/Day 3. 1 ton manure = 34 Cu Ft 4. 134.5 Cu. Yds.= 1 ac in. 5. 27150 gallons = 1 ac in. Wt per Animal lbs/animal Flush System used? Date: No 2/13/06 DAIRY DATA (milking center and flush system) 1000 lbs units (AU) Milking 2800 This dairy is a large CAFO. Assumptions: 1. A 1000 lbs cow produces 80 lbs of manure daily. 2. 88% of manure is liquid. 6. 8.33 lbs. liquid = 1gal liquid DAIRY DATA (Flush System) Cow Type Number of milking cows: Number of dry cows: Number of heifers: Number of other type cows: Total: Flush water used per cow: 1 Values from the AWMFH 4/92 Num. of Cows 2,000 100 % Time on system Manure1 lbs/day/1000lbs Animal Units #xWt/1000 Manure/Day lbs/day 0 0 80 82 85 85 2,100 0.0 head 0 0 0 0 Total: 0 0 0 0 0 lbs/day gal/cow/day (total gal per day/number of cows using the system) PROCESS WASTE CALCULATION Milking Center Washwater (water storage needed/Mo) Liquid Vol = milk center (gal/day/cow) x cows in system (# of cows) x days of storage (days) = Gal/Mo Q= 13 gal/day/cow X 2000 cows X 30 days = 780,000 Gal./Mo (Gal/27150) OR = 28.7 ac. in. Milking Center Manure Production (liquid storage needed/Mo) Liquid Vol = AU (#) X manure (lbs/day) X % liquid (88%) X % time (%) X 30 (days) = Lbs/Mo Q= 2,800 AU X 80.0 lbs/day X 88% X 15% X 30 days = 887,040 Lbs/Mo. Liquid storage needed = liquid (lbs/Mo) / 8.33 lbs/Gal = Gal/Mo 887,040 (lbs/Mo) / (8.33 lbs/gal) = 106,487 Gal/Mo (Gal/27150) OR = 3.9 ac. in./Mo Milking Center Manure Production (solid storage needed/Mo) Solids Storage = 1000 lbs units X manure (lbs/day) X % solids (12%) X storage (30days) X barn time (%) = Lbs/Mo Vol = 2800 AU X 80 lbs/day X 12% X 30 X 15% 120,960 Lbs/Mo (lbs/mo)/2000 lbs/ton) 60.5 tons/mo. (cu. ft.) / (27 cu ft/cu yd) 77 cu. yds./Mo (tons/Mo) X 34.5 cu. ft./ton 2087 cu ft/mo. (cu. yds.) / (134.5 cu yds/ac in) 0.57 ac. in./Mo Alley Flush Manure Production (liquid storage needed/Mo) Liquid Vol = Manure weight (lbs/day) x percent liquid (0.88) x storage (30days) = Lbs/Mo Q= 0 (lbs/day) X 88% X 30 days = 0 Lbs/Mo Liquid Vol = (cow liquid (lbs) / 8.33 lbs/gal) + (added flush water X 30days) = gal. storage need 0 lbs/mo. / 8.33 lbs/gal + ( 0 gal/day X 30 ) = 0 Gal/Mo (gal/27150) OR = 0.0 ac. in./Mo Alley Flush Manure Production (solid storage needed/Mo) Solid Vol = Manure weight (lbs/day) x percent solid (0.88) x storage (30days) = Lbs/Mo Q= 0 (lbs/day) X 12% X 30 days = 0 Lbs/Mo Solid Vol = liquid (lbs) / 8.33 lbs/gal = gal. storage need 0 lbs/Mo / 8.33 lbs/gal = 0 Gal/Mo (lbs/mo)/2000 lbs/ton) 0.0 tons/mo. (cu. ft.) / (27 cu ft/cu yd) 0 cu. yds./Mo (tons/mo) X 34.5 cu. ft./ton 0 cu ft/mo. (cu. yds.) / (134.5 cu yds/ac in) 0.00 ac. in./Mo U.S. Department of Agriculture Natural Resources Conservation Service NM-ENG-121 (modified for dairy runoff ponds) Version 2.6 (5/8/06) HYDROLOGY DATA SHEET for 25 yr 24 hr rainfall in NM (Chapter 2 - Engineering Field Manual for Conservation Practices, NM 2/85 update, modified for volume only) Planners are reminded that ALL clean water from the runoff area is to be DIVERTED out of the pond drainage area. Dairy Name: Super Cow Dairy Dairy Manager: Joe Holstein Pond Name/Num.: Pond 1 Planner: MAS Pond Location (Climate by County): Roosevelt, PORTALES NM7008 Location: Artesia, NM Practice Name: 378 Pond DATE: 2/13/06 CHECKED BY: Weighted Average Runoff Curve Number Acres in Soil Map WS Unit # 15.0 All 2.0 All 5.0 Soil Name All All Gravel Road Soil Hydrologic Condition & Hyd. Soil Group Feedlot-Confined Animal Area, unpaved - All Impervious Areas-pavement, roofs, concrete alleys - All Farmstead-unpaved lanes, driveways, & surrounding lots - A RCN1 90 95 59 RCN x Ac 1350 190 295 TOTAL DRAINAGE AREA (A) = 22.0 ac WEIGHTED RUNOFF CURVE NUMBER = 1 (For dairies it is always 1) 4.6 in 2.9 in 2.9 in 83 CHANNEL-LOSS FACTOR (CLF): RAINFALL, 24-HR: DIRECT RUNOFF (Q): NET RUNOFF (Q*CLF): 1 VOLUME OF RUNOFF (Qn*A/12): 5.3 ac-ft RCNs are based on the Chapter 2 of the Engineering Field Manual (updated for NM 2/85) and the TR-55 manual (6/86). Selected numbers are appropriate for NM dairy runoff pond estimates. Briefly describe the dairy pond drainage hydrologic condition: NM-POND VOLUME EVALUATION USDA Natural Resources Conservation Service Version 2.6 (5/8/06) Dairy Name: Super Cow Dairy Dairy Manager: Joe Holstein Pond Name/Num.: Pond 1 Planner: MAS Pond Location (Climate): Roosevelt, PORTALES NM7008 Type of Pond: Evaporative Pond Evaporation Surface Area: Month Wash water ac in. Manure Liquids ac in. Rainfall inches Pond Area Rainfall ac.in.1 Total Inflow ac in. Lake Evap. in. Total Evap. ac in.1 Date: 02/13/06 Note: This page estimates the pond depth using cube shape with the given surface area of the pond. Annual Lake Evap map: 71.0 1.0 Acres (See "NM-Evap" worksheet) Inflow Evap. ac in. Adjust Evaporation Surface Area for 6 mo. Dry (6 zeros) 3rd yr in. depth Solids ac in. JAN 28.7 3.9 FEB 28.7 3.9 MAR 28.7 3.9 APR 28.7 3.9 MAY 28.7 3.9 JUN 28.7 3.9 JUL 28.7 3.9 AUG 28.7 3.9 SEP 28.7 3.9 OCT 28.7 3.9 NOV 28.7 3.9 DEC 28.7 3.9 Rainfall (in): TOTALS 1 Based on pond surface area. Required pond storage volume (liquid only): 0.48 0.49 0.51 0.60 1.54 2.53 2.55 2.95 2.12 1.28 0.75 0.49 16.3 0.48 0.49 0.51 0.60 1.54 2.53 2.55 2.95 2.12 1.28 0.75 0.49 33.1 2.1 2.1 33.1 2.8 2.8 33.2 5.7 5.7 33.3 7.1 7.1 34.2 8.5 8.5 35.2 9.9 9.9 35.2 9.2 9.2 35.6 8.5 8.5 34.8 6.4 6.4 33.9 5.0 5.0 33.4 3.6 3.6 33.1 2.1 2.1 Yearly Liquid Inflow (ac in): Total Yearly Volume Produced: 31.0 30.3 27.5 26.2 25.7 25.2 26.0 27.1 28.4 29.0 29.9 31.0 Evap Evap 705.2 735.5 763.0 789.2 814.8 840.1 866.0 893.1 921.5 950.5 980.3 1011.3 Yearly Solids(ac in): 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 6.9 7.0 ac ft Require storage for Evaporative Pond. ac in or Evap gallons Cubic Pond Depth Est. 60-day Storage (ft): NA 120-day Storage(ft): NA SPAW Input Sheet for Total Evaporation Pond Size USDA Natural Resources Conservation Service Super Cow Dairy Dairy Name: Planner Name: MAS SPAW Run by: Reviewed by: Version 2.6 (5/8/06) 2/13/06 Surface Area from Pond Vol 1 ac (from Cell I6 on the Pond Volume sheet) Liquid Flow from the Milkhouse+Flush System (if used) Wash Water (milkhouse): 18.06 gpm Liquid Waste (milkhouse): 2.46 gpm Flush Water Added (flush system only): 0.00 gpm Liquid Waste (flush system only): 0.00 gpm gpm (Milkhouse+Flush) Total: 20.52 Climate Information Climate station (rainfall): Roosevelt, PORTALES NM7008 Design Surface Area: 4.64 inches (from Lot Runoff sheet) Climate station (evaporation): Roosevelt, PORTALES NM7008 Mo. Evap % Mo. Evap % Mo. Evap % January 3% May 12% September 9% February 4% June 14% October 7% March 8% July 13% November 5% April 10% August 12% December 3% Watershed Description Soil (map unit, name, & texture): Side Slope: 3 H:1V (From Lot Runoff sheet) Weighted Ave. Runoff Curve Number: 83 Watershed Drainage Area: 22 acres (from the Lot Runoff sheet) Stage Storage (square pond) Depth (ft) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 SPAW Output Volume Surface Area (Ac) 1.00 1.06 1.12 1.18 1.24 1.31 1.37 1.44 1.51 1.58 1.66 1.73 1.81 1.89 1.97 2.05 2.13 2.22 1 1 25yr-24hr Storm Rainfall: Side Surface Area 2 Length (ft) (ft ) 43,560 209 46,101 215 48,713 221 51,398 227 54,154 233 56,983 239 59,883 245 62,856 251 65,900 257 69,017 263 72,205 269 75,466 275 78,798 281 82,203 287 85,679 293 89,228 299 92,848 305 96,541 311 Note: The pond surface area comes from the Pond Volume sheet (Cell I6). This sheet (SPAW) assumes the area is at the bottom of the pond. 1 The compluted volume from SPAW is: 7 ac ft SPAW Standard Assumptions A. The Pond evaporative area (cell I6 on Pond Volume Sheet) starting point is set to at least 6 zeros (sheet Pond Vol and Column J) for any location in the state. This provides a surface area starting point (bottom of the pond) for the total evaporation system. B. Climate Data, The rainfall records used have no missing data and includes greater than 25 years of records. These are daily records and include at least one storm close to the 25 yr-24 hr storm rainfall in inches. C. Evaporation data is (monthly percent of yearly total) from the closest weather station having a full set of data. If the closest weather station did not have adequate evaporation data (length of record and completeness) the next closest was used. D. Soils In SPAW, the first layer entered in the soils data is 2" thick and has an organic content of 20% in order to model the compacted layer. The second soil layer is assumed to have 3% organic matter. Moist Bulk Densities are from soil survey values in the Physical Soil Properties report (g/cc * 62.4). Other soils data used come from the Engineering and Chemical Soil Properties tables of the county soil survey. E. Feedlot area is considered "fallow" i.e. no crop, no cover, no growth, no root depth etc, for the entire year. F. Management - The management file used in SPAW is named "bare feedlot crop with no irrigation". G. Field Project - The annual weighted runoff curve number is used for the entire climate record. This is a manual entry in SPAW calculated on the "Lot Runoff" sheet. H. Pond Project - The entire climate record is used. Pond depth is assumed to be top of embankment to the bottom of the pond without any freeboard. Watershed fields is the previously developed Field Project. Zero pond seepage is assumed since it is lined. External input is for entire year with the flow rate being the total liquid flow, Upper limit - 12, and Lower limit = 0. I. Field & Pond Project - Output Budgets - The output from SPAW is shown as annual or monthly volume and a depth-duration table or graph. J. Pond Project Depth is adjusted upward until there are no days of overtopping (no spillway depth in graph). This can be adjusted lower if overtopping is just from a very thin spike and overtopping volume is much lower than storage in 2-foot of freeboard. K. The 2-foot freeboard is considered adequate to handle additional 25 yr-24 hr storm events (one is included in the 25 yr climate data) or a series of smaller events . L. Sludge storage depth is added to the depth after the SPAW depth is established. It is designed to be for the life of the liner material. The minimum is 20 years. M. In the sizing of the pond for construction using the Total Evap Pond Size sheet, the surface area and pond depth will not be changed. SPAW Additional Assumptions and Guidance NM-POND SIZE DETERMINATION for Ponds with Field application USDA Natural Resources Conservation Service Version 2.6 (5/8/06) Date: 2/13/2006 Dairy Name: Super Cow Dairy Dairy Manager: Joe Holstein Location: Artesia, NM Planner: MAS Type of Pond: Evaporative Pond Pond Name/Num.: Pond 1 Estimate Number of Years Before Cleaning Pond: 5 years Pond designed for: Milk Center/Flush Volume ONLY and field application from pond: Milk Center/Flush AND Storm Lot Runoff with field application from pond: SOLIDS SEPARATION (adjustment to total storage requirements) Solids Produced (ac in/yr from Pond Vol sheet): % Reduced (default value) 15% % Adjust. (+/-) 25% 6.9 Storage Separation Need (ac Value (%) in) Type of Separators Static Incline Screen (36 mesh) 19% 5.6 Total Volume of Solids: Do not use this sheet for evaporative ponds! 5.6 ac in/yr Surface Area: 0.5 1.0 NA 0.5 5.3 2.3 8.1 ac ft/yr ac. ac. ft. ac. ft. ac. ft. ac. ft. ac. ft. POND STORAGE CAPACITY POND Volume (60 day Storage w/2 mo. Solids, or 120 day Storage w/4 mo. Solids): STORM Volume (25 year-24 hour Rainfall over Pond): STORM Volume (25 year-24 hrs Storm Runoff from Lot): Sludge Storage Volume (based on yrs before cleaning): Total Storage Required: WASTE WATER STORAGE REQUIREMENT Required Freeboard Depth (ft) POND Length (at evaporation surface) (ft) SIDE SLOPE (inside) (ft:ft) POND Width (at evaporation surface) (ft) POND Depth (for required storage) (ft) POND Volume (for required storage) (ac-ft) 2.0 570 209 (ft) Estimated Length GWQB requires > 3:1 3.0 :1 209 (ft) Estimated Width 76 1.0 Adjust POND Depth until pond vol balances. NA ac-ft = Required for Storage Vol. 1.00 Increase POND Depth! Since evaporation from the pond surface varies with depth, the required or average "evaporation surface" is located halfway between the bottom and top of the waste water storage volume (Pond Volume). STORAGE OF 25 year-24 hour STORM SURFACE AREA (at top of required storage) (ac) STORM Length (at top of required storage) (ft) STORM Width (at top of required storage) (ft) STORM Depth (for storage of 25 yr storm) (ft) STORM Volume (for 25 yr storm storage) (ac-ft) SLUDGE AREA (bottom of required storage) (ac) SLUDGE Length (bottom of required storage) (ft) SLUDGE Width (bottom of required storage) (ft) SLUDGE Depth (for storage of sludge) (ft) SLUDGE Volume (designed storage) (ac-ft) 1.0 573 79 1.2 1.3 1.0 567.0 73.4 0.4 0.4 5.8 ac-ft = Required storage for 25 yr storm Increase STORM Vol. Depth! STORAGE OF SLUDGE 2.33 ac-ft = Required storage for sludge storage Increase SLUDGE Vol. Depth! FINAL POND DIMENSIONS TOTAL Pond Depth (ft) TOTAL Pond Length (ft) TOTAL Pond Width (ft) TOTAL Surface Area (ac) TOTAL VOLUME (includes freeboard and sludge): 4.6 Includes storage, runoff, freeboard and sludge. 592 These quantities assumes a level 99 existing ground surface. 1.3 5.2 Ac Ft 62.0 Ac In 1,684,886 Gal 8,343.3 Cu Yd 225,269 Cu Ft DEPTH OF 21 DAY STORAGE WITHIN THE TOTAL STORAGE VOLUME Required 21 Day Storage (ac-ft) Depth of 21-day storage (ft) Calculated 21-day Storage (ac-ft) 0.7 0.7 Increment 21-day depth until volumes balance. Increase 21-day depth! Cross Section (not to scale) Design Vol Level 2.0 ft freeboard 1.2 ft 24 hr storm vol. 1.0 ft depth for storage Pond full (ft): 0.3 592.2 Foot Top Length 98.6 Foot Top Width Top of Required Storage (POND Volume) Pond Full Level 21 day storage 3 :1 side slope 5 Yr Sludge Depth (ft) 4.6 ft Total depth needed 0.4 Sludge Storage 564.6 Foot Bottom Length 71.0 Foot Bottom Width Gallons Depth Ac Ft Ac In Wetted Perimeter: Length (ft.): 594 Width (ft.): 100 Gallons Pond Depth (Staff Gauge) -- Volume Table Depth Ac Ft Ac In 4.5 4.0 3.5 3.0 2.5 2.0 1.5 1.0 0.5 5.1 4.4 3.8 3.2 2.6 2.0 1.5 1.0 0.5 60.6 52.8 45.2 38.0 30.9 24.2 17.8 11.6 5.7 1,646,760 1,433,732 1,228,374 1,030,619 840,401 657,652 482,305 314,292 153,546 Lining Area Lining Area = 2 7,520 yds OR 2 67,683 Ft System Planning Notes (Explain pond arrangements or Waste flow characteristics) NM-POND SIZE EVALUATION OR LOT RUNOFF USDA Natural Resources Conservation Service Version 2.6 (5/8/06) Date: 2/13/2006 Dairy Manager: Joe Holstein Dairy Name: Super Cow Dairy Planner: MAS Location: Artesia, NM Pond 1 Runoff Pond (feeding area) Pond Type: Pond/Lagoon #: Pond Storage Capacity 25 year-24 hrs Storm Runoff Volume Storage Requirement: 5.3 ac. ft. 25 year-24 hrs Storm Direct Rainfall Volume Storage Requirement: 0.4 ac. ft. Total Design Volume Needed: 5.7 ac. ft. POND DEPTH (high water line) (ft) FREEBOARD (above high water line) (ft) LENGTH (high water line) (ft) WIDTH (high water line) (ft) SIDE SLOPE (inside) (ft:ft) SURFACE AREA (high water Line) Total Designed Storage: 6 2 201 201 Increase pond depth or dimensions! 3 :1 0.9 Acres 4.6 ac. ft. 7469 cu. Yd. 55.5 ac. in. 1,507,922 gal. Note:((area of high water line)+(area of the bottom)+(4 times the area of the mid section))*(depth)/6 = Vol (cu ft) Width cross section (not to scale) Outlet Level 2 ft Freeboard 213 Foot Top Width 6 ft Storage Depth 8 ft Total depth needed 3 :1 side slope 165 Foot Bottom Width Wetted Perimeter (ft): 216 Length cross section (not to scale) Outlet Level 213 Foot Top Length 165 Foot Bottom Length Wetted Perimeter (ft): 216 Construction Quantities Bottom Area = Top Area = Excavation Volume = Lining Area = 27225 45369 10641 51,800 sq. ft. sq. ft. Cu. Yds. ft2 Note: These quantities assumes a level existing ground surface. 2 5756 yds NM-POND SIZE DETERMINATION for Total Evaporation Ponds USDA Natural Resources Conservation Service Version 2.6 (5/8/06) Date: 2/13/2006 Dairy Name: Super Cow Dairy Dairy Manager: Joe Holstein Location: Artesia, NM Planner: MAS Type of Pond: Total Evap Pond Pond Name/Num.: Pond 1 years (min 20 yrs needed) Estimate Number of Years Before Cleaning Pond: 20 Pond designed for: Total Evaporation of the Feedlot Runoff and Milkhouse Wash Water in a combined pond sized using SPAW. SOLIDS SEPARATION (adjustment to total storage requirements) Solids Produced (ac in/yr from Pond Vol sheet): % Reduced (default value) 15% 6.9 Storage % Adjust. Separation Need (ac Value (%) in) (+/-) Type of Separators Static Incline Screen (36 mesh) 15% 5.9 Total Volume of Solids: 5.9 ac in/yr 0.5 ac ft/yr 1.0 ac. 7.0 ac. ft. (Max Vol from SPAW) POND STORAGE CAPACITY Evaporation Surface Area (starting at the bottom of the pond): POND Volume (equal to all feedlot runoff plus milkhouse water year long storage) (Vol est using SPAW vs 6.1.51 Soil-Plant-Air-Water Field & Pond Hydrology) : STORM Volume (25 year-24 hour Rainfall over Pond): STORM Volume (25 year-24 hrs Storm Runoff from Lot): Sludge Storage Volume (based on yrs before cleaning): Total Storage Required: 0.7 5.3 9.8 22.8 ac. ft. ac. ft. ac. ft. ac. ft. WASTE WATER STORAGE REQUIREMENT POND Length (at the bottom) (ft) SIDE SLOPE (inside) (from SPAW sheet) (ft:ft) POND Width (at the bottom) (ft) POND Depth (for required storage) (ft) POND Volume (for required storage) (ac-ft) TOP SURFACE AREA (at the top) (ac) Top Length (at the top) (ft) Top Width (at the top) (ft) STORM Depth (for storage of 25 yr storm) (ft) STORM Volume (for 25 yr storm storage) (ac-ft) TOP SURFACE AREA (at the top) (ac) Top Length (at the top) (ft) Top Width (at the top) (ft) SLUDGE AREA (bottom of required storage) (ac) SLUDGE Length (bottom of required storage) (ft) SLUDGE Width (bottom of required storage) (ft) SLUDGE Depth (for storage of sludge) (ft) SLUDGE Volume (designed storage) (ac-ft) 643 209 (ft) Estimated Length GWQB requires > 3:1 3.0 :1 209 (ft) Estimated Width 68 5.60 Adjust POND Depth until pond vol balances. 7.0 ac-ft = Required storage for waste water 7.1 The POND Vol. is OK or depth may be decreased. 1.6 677 101 0.97 1.3 1.7 682 107 1.0 643.0 67.7 1.08 1.0 STORAGE OF 25 year-24 hour STORM (lot runoff plus over the pond) 6.0 ac-ft = Required storage for 25 yr storm Increase STORM Vol. Depth! STORAGE OF SLUDGE 9.77 ac-ft = Required storage for sludge storage Increase SLUDGE Vol. Depth! FINAL POND DIMENSIONS Required Freeboard Depth (ft) Freeboard Volume (ac ft) TOTAL Pond Depth (ft) TOTAL Pond Length (ft) TOTAL Pond Width (ft) TOTAL Surface Area (ac) TOTAL VOLUME (includes 2.0 3.6 9.7 Includes storage, runoff, freeboard and sludge. 694 These quantities assumes a level 119 existing ground surface. 1.9 13.2 Ac Ft 158.2 Ac In 574,424 Cu Ft 4,296,365 Gal 21,275.0 Cu Yd Cross Section (not to scale) 694 Foot Top Length 119 Foot Top Width 2.0 ft Freeboard 1.0 ft 25yr-Storm 5.6 ft Storage depth Freeboard 25yr-24hr Storm Volume SPAW Waste Storage Volume 3 :1 side slope 1.1 ft Min 20 yr Sludge storage 9.7 ft Total depth needed Sludge Volume 637 Foot Bottom Length 61 Foot Bottom Width Gallons 2,333,272 2,092,929 1,861,156 1,637,887 1,423,053 1,216,589 1,018,425 828,495 646,732 473,068 307,436 149,769 Wetted Perimeter: Length (ft.): 698 Width (ft.): 122 Ac In Gallons Pond Depth (Staff Gauge) -- Volume Table Depth 6.0 5.5 5.0 4.5 4.0 3.5 3.0 2.5 2.0 1.5 1.0 0.5 Ac Ft 7.2 6.4 5.7 5.0 4.4 3.7 3.1 2.5 2.0 1.5 0.9 0.5 Ac In 85.9 77.1 68.5 60.3 52.4 44.8 37.5 30.5 23.8 17.4 11.3 5.5 Depth Ac Ft 9.5 9.0 8.5 8.0 7.5 7.0 6.5 13.1 12.2 11.3 10.4 9.5 8.7 7.9 156.9 145.8 135.0 124.5 114.4 104.6 95.1 4,261,298 3,959,077 3,665,898 3,381,694 3,106,396 2,839,938 2,582,252 Lining Area Lining Area (with a 6 ft width for anchoring and no extra lining for laps or joints) = 2 10,542 yds OR 2 94,880 Ft System Planning Notes (Explain pond arrangements or Waste flow characteristics) County+Station Bernalillo, ALBUQUERQUE AIRPORT Bernalillo, SANDIA PARK NM8015 Catron, ABBOTT 1 SE NM0022 Catron, BEAVERHEAD R S NM0818 Catron, HICKMAN NM3969 Catron, HOOD RANGER STN NM7386 Catron, LUNA RANGER STN NM5273 Catron, QUEMADO NM7180 Chaves, BITTER LAKES WL REFUGE NM0992 Chaves, ELK 2 E NM2865 Cibola, EL MORRO NATL MONUMENT NM2785 Cibola, FENCE LAKE 1 N NM3180 Cibola, GRANTS AIRPORT NM3682 Cibola, LAGUNA NM4719 Cibola, SAN MATEO NM7918 Colfax, CIMARRON 4 SW NM1813 Colfax, EAGLE NEST NM2700 Colfax, LAKE MALOYA NM4742 Colfax, MAXWELL NM5490 Colfax, RATON FILTER PLANT NM7279 Colfax, SPRINGER NM8501 Curry, CLOVIS NM1939 Curry, CLOVIS 13 N NM1963 Curry, MELROSE NM5617 De Baca, FORT SUMNER NM3294 De Baca, YESO NM9851 Dona Ana, HATCH 2 W NM3855 Dona Ana, JORNADA EXP RANGE NM4426 Dona Ana, STATE UNIV. NM8535 Dona Ana, STATE UNIV. NM8535 (Anthony) Eddy, ARTESIA 6 S NM0600 Eddy, CARLSBAD NM1469 Eddy, CARLSBAD CAVERNS NM1480 Eddy, CARLSBAD FAA AIRPORT NM1475 Grant, CLIFF 11 SE NM1910 Grant, FAYWOOD NM3157 Grant, FORT BAYARD NM3265 Grant, GILA HOT SPRINGS NM3530 Grant, HACHITA NM3775 Grant, MIMBRES RANGER STN NM5754 Grant, REDROCK NM7340 County Bernalillo Bernalillo Catron Catron Catron Catron Catron Catron Chaves Chaves Cibola Cibola Cibola Cibola Cibola Colfax Colfax Colfax Colfax Colfax Colfax Curry Curry Curry De Baca De Baca Dona Ana Dona Ana Dona Ana Dona Ana Eddy Eddy Eddy Eddy Grant Grant Grant Grant Grant Grant Grant ,Station 25-yr JanP FebP MarP AprP MayP JunP JulP AugP SepP OctP NovP DecP Total JanE% FebE% MarE% AprE% MayE% JunE% ALBUQ 2.40 0.44 0.46 0.54 0.52 0.50 0.59 1.37 1.64 1.00 0.89 0.43 0.50 8.88 2% 3% 8% 11% 13% 15% , SANDI , ABBOT , BEAVE , HICKM , HOOD RANGE , LUNA RANGE , QUEMA , BITTER , ELK 2 EEL , MORR , FENCE , GRANT , LAGUN , SAN MATEO , CIMAR , EAGLE , LAKE MALOY , MAXW , RATON , SPRIN , CLOVIS , CLOVIS , MELRO , FORT SUMNE , YESO NM985 , HATCH , JORNA , STATE , STATE , ARTESI , CARLS , CARLS , CARLS , CLIFF 11 , SE FAYW , FORT BAYAR , GILA HOT , HACHI , MIMBR , REDRO 3.00 0.00 2.90 0.00 0.00 3.00 2.30 4.00 3.85 2.40 2.30 2.40 2.10 2.40 4.10 2.60 4.50 4.00 4.50 4.00 4.60 4.60 4.50 4.20 3.65 3.00 3.00 2.60 2.80 4.00 4.00 4.00 4.00 3.20 2.80 3.00 2.80 0.00 3.00 2.85 1.24 0.30 0.78 0.70 0.94 0.84 0.49 0.58 0.50 1.04 0.90 0.46 0.49 0.17 0.46 0.69 0.88 0.28 0.47 0.33 0.41 0.29 0.33 0.40 0.47 0.54 0.50 0.45 0.45 0.36 0.38 0.42 0.35 1.02 0.62 0.78 0.94 0.68 0.92 0.91 1.37 0.31 0.84 1.01 0.96 0.76 0.60 0.42 0.61 0.93 0.92 0.50 0.52 0.25 0.59 0.68 1.34 0.30 0.54 0.40 0.52 0.41 0.54 0.46 0.55 0.36 0.37 0.37 0.37 0.46 0.46 0.50 0.36 0.90 0.45 0.60 0.89 0.48 0.71 0.77 1.51 0.46 0.70 1.03 0.96 0.71 0.65 0.51 0.37 1.14 1.16 0.46 0.40 0.26 0.79 0.87 1.57 0.42 0.83 0.61 0.61 0.57 0.60 0.44 0.51 0.23 0.26 0.22 0.22 0.33 0.31 0.34 0.30 0.82 0.41 0.49 0.81 0.48 0.77 0.67 1.03 0.75 0.42 0.56 0.44 0.41 0.38 0.73 0.58 0.78 0.70 0.46 0.42 0.24 0.95 0.80 1.58 0.62 1.06 0.83 0.81 0.78 0.71 0.53 0.64 0.18 0.20 0.21 0.21 0.45 0.62 0.54 0.49 0.35 0.15 0.20 0.43 0.24 0.37 0.23 1.14 1.51 0.52 0.45 0.43 0.42 0.42 1.28 1.02 0.62 0.45 0.51 0.65 0.41 1.77 1.18 2.89 1.63 2.27 1.84 1.75 2.27 1.50 1.16 1.10 0.29 0.36 0.29 0.29 1.05 1.14 1.44 1.16 0.29 0.26 0.38 0.49 0.16 0.51 0.26 1.03 2.96 1.63 3.13 0.65 2.85 0.59 2.62 0.65 2.47 0.64 3.08 0.41 2.13 1.05 1.77 1.88 2.61 0.57 2.05 0.54 2.35 0.56 1.82 0.45 1.84 0.54 1.86 2.06 2.83 1.42 2.81 2.68 3.61 1.87 2.50 2.04 2.66 1.79 2.69 2.84 2.56 2.58 2.42 2.30 2.87 1.73 2.18 1.58 2.11 0.64 1.90 0.70 1.93 0.72 1.36 0.72 1.36 1.53 1.40 1.63 1.74 1.94 2.04 1.30 1.79 0.48 2.99 0.83 2.42 0.85 3.54 0.59 2.99 0.48 2.37 0.87 3.68 0.42 2.70 2.89 3.17 3.13 3.12 2.73 3.33 2.51 1.62 3.65 2.59 2.38 2.15 2.01 2.24 3.02 3.02 3.39 3.20 3.21 3.43 3.17 3.05 3.12 3.18 2.97 2.20 2.38 2.29 2.29 2.17 2.08 2.87 2.25 2.95 2.93 3.20 2.94 2.20 4.03 2.59 1.96 1.45 2.46 1.82 2.21 2.19 1.44 1.82 3.00 1.58 1.59 1.57 1.50 1.32 1.91 1.40 2.22 1.93 1.61 1.73 2.16 2.08 2.45 2.00 1.91 1.66 1.56 1.36 1.36 2.39 2.67 3.65 2.75 1.82 1.89 2.17 2.25 1.46 2.58 1.96 1.46 0.52 1.63 1.05 1.70 1.62 1.07 1.07 1.18 1.19 1.27 1.12 1.24 0.79 0.83 0.77 1.31 0.86 0.97 0.97 1.34 1.25 1.26 1.35 1.25 1.01 0.93 0.91 0.91 1.20 1.17 1.26 1.05 1.36 1.35 1.49 1.58 1.04 1.66 1.18 1.27 0.40 0.79 0.72 1.10 0.97 0.59 0.34 0.73 0.90 0.92 0.60 0.42 0.52 0.61 0.74 1.36 0.52 0.60 0.58 0.74 0.64 0.65 0.68 0.62 0.58 0.60 0.53 0.53 0.61 0.64 0.55 0.60 0.82 0.83 0.88 0.92 0.64 1.02 0.72 1.26 19.12 0.30 13.93 1.34 16.11 0.89 14.56 1.52 16.11 1.31 16.28 0.65 11.34 0.54 11.73 0.66 16.79 1.13 14.52 1.00 14.18 0.67 10.88 0.56 10.50 0.29 8.89 0.43 16.25 0.84 15.22 0.86 23.69 0.24 14.37 0.58 16.84 0.39 15.59 0.55 17.46 0.42 16.76 0.50 16.83 0.49 14.60 0.51 14.22 0.78 10.37 0.79 10.58 0.68 9.39 0.68 9.39 0.49 12.44 0.39 13.23 0.46 16.01 0.42 12.82 1.28 15.08 1.08 13.22 1.19 15.77 1.43 16.26 1.03 11.26 1.40 18.52 1.18 13.59 2% 2% 2% 2% 2% 2% 2% 3% 3% 2% 2% 2% 2% 2% 4% 4% 4% 4% 4% 4% 4% 4% 4% 3% 3% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 3% 3% 3% 3% 3% 3% 3% 4% 4% 3% 3% 3% 3% 3% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 8% 6% 6% 6% 6% 6% 6% 8% 8% 6% 6% 6% 6% 6% 7% 7% 7% 7% 7% 7% 8% 8% 8% 8% 8% 7% 7% 7% 7% 8% 8% 8% 8% 7% 7% 7% 7% 7% 7% 7% 11% 9% 9% 9% 9% 9% 9% 11% 11% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 10% 10% 10% 10% 10% 11% 11% 11% 11% 11% 11% 11% 11% 9% 9% 9% 9% 9% 9% 9% 13% 14% 14% 14% 14% 14% 14% 13% 13% 14% 14% 14% 14% 14% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 15% 17% 17% 17% 17% 17% 17% 14% 14% 17% 17% 17% 17% 17% 14% 14% 14% 14% 14% 14% 13% 13% 13% 14% 14% 14% 14% 14% 14% 13% 13% 13% 13% 15% 15% 15% 15% 15% 15% 15% Grant, WHITE SIGNAL NM9691 Guadalupe, DILIA 1 SSE NM2510 Guadalupe, NEWKIRK NM6115 Guadalupe, SANTA ROSA NM8107 Harding, MOSQUERO NM5937 Harding, ROY NM7638 Hidalgo, ANIMAS NM0417 Hidalgo, LORDSBURG 4 SE NM5079 Lea, CROSSROADS #2 NM2207 Lea, HOBBS NM4026 Lea, JAL NM4346 Lea, MALJAMAR 4 SE NM5370 Lea, PEARL NM6659 Lea, TATUM NM8713 Lincoln, CARRIZOZO NM1515 Lincoln, RAMON 8 SW NM7254 Lincoln, RUIDOSO 2 NNE NM7649 Los Alamos, LOS ALAMOS NM5084 Luna, COLUMBUS NM2024 Luna, DEMING NM2436 Luna, FLORIDA NM3225 Luna, GAGE 4 ESE NM3368 McKinley, MC GAFFEY 5 SE NM5560 McKinley, STAR LAKE NM8524 McKinley, THOREAU 5 ENE NM8830 McKinley, ZUNI NM9897 Mora, GASCON NM3488 Mora, OCATE 1 N NM6275 Mora, VALMORA NM9330 Otero, ALAMOGORDO NM0199 Otero, CLOUDCROFT NM1927 Otero, MOUNTAIN PARK NM5960 Otero, OROGRANDE 1 N NM6435 Otero, TULAROSA NM9165 Otero, WHITE SANDS NATL MON NM9686 Quay ,CAMERON NM1332 Quay ,RAGLAND 3 SSW NM7226 Quay ,SAN JON NM7867 Quay ,TUCUMCARI 4 NE NM9156 Rio Arriba, ABIQUIU DAM NM0041 Rio Arriba, ALCALDE NM0245 Rio Arriba, CHAMA NM1664 Grant , WHITE , DILIA 3.00 3.30 3.90 3.50 4.60 4.20 3.00 3.00 4.75 4.85 4.34 4.20 4.65 4.85 3.00 3.60 3.45 3.20 3.00 2.80 3.00 2.80 2.40 2.20 2.40 2.20 4.20 3.90 4.10 2.80 3.80 3.80 3.00 2.90 2.60 4.60 4.50 4.30 4.00 2.10 2.20 2.50 1.11 0.59 0.37 0.38 0.40 0.35 0.68 0.85 0.30 0.37 0.34 0.37 0.31 0.30 0.60 0.38 1.25 0.86 0.43 0.42 0.47 0.55 1.66 0.41 0.64 0.76 0.98 0.31 0.37 0.68 1.71 1.18 0.47 0.43 0.46 0.44 0.40 0.43 0.35 0.38 0.41 1.77 0.93 0.57 0.45 0.51 0.38 0.44 0.51 0.57 0.43 0.57 0.48 0.53 0.46 0.52 0.57 0.45 1.19 0.80 0.39 0.45 0.51 0.47 1.49 0.36 0.63 0.76 1.28 0.36 0.48 0.54 1.48 1.14 0.30 0.50 0.38 0.77 0.68 0.64 0.55 0.25 0.37 1.61 0.79 0.65 0.56 0.50 0.63 0.55 0.47 0.63 0.42 0.50 0.47 0.46 0.41 0.54 0.57 0.48 1.03 1.22 0.27 0.36 0.20 0.39 1.90 0.49 0.72 0.97 1.66 0.57 0.66 0.46 1.63 0.95 0.22 0.36 0.28 0.85 0.73 0.65 0.67 0.51 0.39 2.01 0.30 0.82 0.68 0.71 0.87 0.82 0.20 0.24 0.66 0.73 0.66 0.46 0.55 0.56 0.36 0.63 0.65 1.00 0.24 0.18 0.13 0.15 1.06 0.47 0.50 0.63 1.49 0.78 0.80 0.27 0.61 0.51 0.25 0.22 0.23 1.05 0.91 0.98 0.93 0.51 0.48 1.27 0.27 1.12 1.19 1.14 2.19 1.84 0.18 0.28 1.73 1.98 1.34 1.53 1.75 2.00 0.62 0.97 0.92 1.17 0.22 0.12 0.25 0.15 0.73 0.56 0.58 0.44 1.74 1.57 1.66 0.42 0.91 0.88 0.52 0.50 0.35 1.88 1.66 1.81 1.54 0.82 0.69 1.15 0.57 2.98 1.26 2.73 1.75 2.64 1.67 2.35 2.15 3.04 2.14 3.03 0.44 2.29 0.54 1.99 2.26 2.56 1.84 2.51 1.65 1.69 1.65 2.19 2.39 1.98 2.36 2.61 0.78 2.04 1.49 1.79 2.06 3.67 1.36 3.25 0.31 2.10 0.52 2.18 0.47 2.33 0.58 2.29 0.60 2.47 0.51 1.44 0.56 1.57 0.36 2.06 1.96 4.27 2.34 3.49 2.11 3.23 0.90 2.23 2.23 4.75 1.34 3.51 1.03 1.85 0.71 1.95 0.84 1.51 2.80 2.91 2.21 2.78 2.28 2.71 2.00 2.56 0.71 1.78 0.79 1.33 1.12 2.24 2.74 2.67 3.07 3.06 3.01 2.80 2.35 2.09 2.84 2.71 1.94 2.72 2.48 2.63 2.73 2.26 4.25 3.52 1.87 2.20 2.25 2.07 2.61 1.79 2.27 2.44 4.16 3.41 3.05 2.40 5.86 4.12 2.44 1.84 2.05 3.18 3.12 3.13 2.71 1.98 1.91 2.82 1.86 1.90 1.62 1.72 2.11 1.90 1.68 1.47 2.12 2.60 2.34 2.79 2.71 2.60 1.93 1.91 2.97 2.12 1.73 1.55 1.69 1.55 1.68 1.22 1.42 1.49 2.22 1.79 2.20 1.99 3.52 2.92 1.84 1.45 1.34 2.25 2.36 2.07 1.75 1.24 1.44 2.23 1.31 1.07 1.32 1.13 1.11 1.05 1.11 1.26 1.36 1.43 1.27 1.06 0.98 1.50 1.19 1.07 1.80 1.32 0.89 0.93 1.11 1.06 1.52 0.87 0.96 1.23 1.40 0.85 0.94 1.19 1.94 1.56 1.01 1.30 0.95 1.39 1.19 1.27 1.16 0.83 0.83 1.96 1.01 0.71 0.60 0.74 0.74 0.50 0.71 0.66 0.54 0.77 0.61 0.70 0.56 0.64 0.76 0.51 0.99 1.02 0.68 0.73 0.57 0.73 1.49 0.60 0.67 0.86 1.10 0.59 0.66 0.71 1.46 1.19 0.56 0.60 0.59 0.90 0.82 0.74 0.74 0.47 0.65 1.72 1.54 15.41 0.56 14.65 0.43 14.68 0.57 14.48 0.46 17.09 0.45 15.87 1.08 11.70 1.13 11.71 0.36 15.58 0.62 16.63 0.49 13.28 0.48 14.94 0.51 15.09 0.39 16.65 0.76 12.91 0.41 12.35 1.86 22.64 1.08 18.72 0.76 9.89 0.99 10.63 0.71 10.69 1.11 11.10 1.66 18.87 0.48 9.20 0.66 11.18 0.99 12.99 1.09 23.35 0.55 16.61 0.56 16.72 0.80 12.59 2.50 28.60 1.55 20.85 0.65 11.14 0.68 10.54 0.69 9.67 0.56 18.98 0.48 17.34 0.41 17.12 0.41 15.37 0.32 9.80 0.36 9.65 1.78 21.68 4% 3% 3% 3% 3% 3% 3% 3% 3% 4% 4% 3% 3% 3% 3% 3% 3% 3% 4% 4% 4% 4% 2% 2% 2% 2% 3% 3% 3% 4% 3% 3% 3% 3% 4% 5% 5% 5% 5% 3% 3% 3% 5% 5% 5% 5% 4% 4% 4% 4% 4% 5% 5% 4% 4% 4% 3% 3% 3% 3% 5% 5% 5% 5% 3% 3% 3% 3% 4% 4% 4% 5% 4% 4% 4% 4% 5% 5% 5% 5% 5% 4% 4% 4% 7% 8% 8% 8% 7% 7% 8% 8% 8% 8% 8% 8% 8% 8% 6% 6% 6% 6% 7% 7% 7% 7% 6% 6% 6% 6% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 9% 10% 10% 10% 10% 10% 11% 11% 10% 11% 11% 10% 10% 10% 10% 10% 10% 10% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 10% 9% 9% 9% 9% 10% 10% 10% 10% 10% 9% 9% 9% 13% 12% 12% 12% 12% 12% 14% 14% 12% 13% 13% 12% 12% 12% 13% 13% 13% 13% 13% 13% 13% 13% 14% 14% 14% 14% 13% 13% 13% 13% 13% 13% 13% 13% 13% 12% 12% 12% 12% 13% 13% 13% 15% 14% 14% 14% 14% 14% 15% 15% 14% 13% 13% 14% 14% 14% 16% 16% 16% 16% 15% 15% 15% 15% 17% 17% 17% 17% 14% 14% 14% 14% 14% 14% 14% 14% 14% 12% 12% 12% 12% 14% 14% 14% Guadalupe 1 SSE , Guadalupe NEWKI , Guadalupe SANTA , Harding MOSQ , ROY Harding Hidalgo Hidalgo Lea Lea Lea Lea Lea Lea Lincoln Lincoln Lincoln NM763 , ANIMA , LORDS , CROSS , HOBBS , JAL NM434 , MALJA , PEARL , TATUM , CARRI , RAMO , RUIDO , LOS Los Alamos ALAMO , Luna COLUM , Luna Luna Luna McKinley McKinley McKinley McKinley Mora Mora Mora Otero Otero Otero Otero Otero Otero Quay Quay Quay Quay Rio Arriba Rio Arriba Rio Arriba DEMIN , FLORID , GAGE 4MC , ESE GAFFE , STAR LAKE , THORE , ZUNI NM989 , GASCO , OCATE , VALMO , ALAMO , CLOUD , MOUNT , OROG , TULAR , WHITE ,CAME ,RAGLA ,SAN JON ,TUCU , ABIQUI , ALCAL , CHAMA Rio Arriba, DULCE NM2608 Rio Arriba, EL RITO NM2820 Rio Arriba, EL VADO DAM NM2837 Rio Arriba, ESPANOLA NM3031 Rio Arriba, LYBROOK NM5290 Rio Arriba, TIERRA AMARILLA 4 N NM8845 Rio Arriba, TRES PIEDRAS NM9085 Roosevelt, ELIDA NM2854 Roosevelt, PORTALES NM7008 San Juan, AZTEC RUINS NATL MONUME NM0692 San Juan, BLOOMFIELD 3 SE NM1063 San Juan, CHACO CANYON NATL MON NM1647 San Juan, FRUITLAND 2 E NM3340 San Juan, NAVAJO DAM NM6061 San Juan, OTIS NM6465 San Juan, SHIPROCK NM8284 San Miguel, BELL RANCH NM0858 San Miguel, CONCHAS DAM NM2030 San Miguel, LAS VEGAS FAA AIRPORT NM4856 San Miguel, PECOS RANGER STN NM6676 Sandoval, CUBA NM2241 Sandoval, JEMEZ SPRINGS NM4369 Sandoval, TORREON NAVAJO MISSION NM9031 Sandoval, WOLF CANYON NM9820 Santa Fe, STANLEY 1 NNE NM8518 Sierra, ALEMAN RANCH NM0268 Sierra, CABALLO DAM NM1286 Sierra, CHLORIDE RANGER STN NM9806 Sierra, ELEPHANT BUTTE DAM NM2848 Sierra, HILLSBORO NM4009 Socorro, AUGUSTINE 2 E NM0640 Socorro, BERNARDO NM0915 Socorro, BINGHAM 2 NE NM0983 Socorro, BOSQUE DEL APACHE NM1138 Socorro, MAGDALENA NM5353 Socorro, SOCORRO NM8387 Taos, CERRO NM1630 Taos, RED RIVER NM7323 Taos, TAOS NM8668 Torrance, CLINES CORNERS 7 SE NM1918 Torrance, ESTANCIA NM3060 Torrance, GRAN QUIVIRA NATL MON NM3649 Rio Arriba Rio Arriba Rio Arriba Rio Arriba Rio Arriba Rio Arriba Rio Arriba Roosevelt Roosevelt San Juan San Juan San Juan San Juan San Juan San Juan San Juan , DULCE , EL RITO , EL VADO , ESPAN , LYBRO , TIERRA , TRES PIEDR , ELIDA NM285 , PORTA , AZTEC , BLOOM , CHACO , FRUITL , NAVAJ , OTIS NM646 , 2.50 2.20 2.20 2.40 2.20 2.20 2.40 4.50 4.64 2.20 2.00 2.00 2.00 2.20 2.20 2.00 4.10 3.90 3.85 2.80 2.80 2.80 2.20 0.00 2.80 2.60 2.80 3.40 2.60 3.00 2.20 2.40 2.80 2.60 2.60 2.60 2.00 3.00 2.20 2.80 3.00 3.00 1.35 0.70 0.94 0.44 0.57 0.93 0.50 0.40 0.48 0.87 0.59 0.48 0.62 1.06 0.59 0.49 0.28 0.38 0.33 0.68 0.85 1.02 0.55 1.75 0.42 0.40 0.43 0.38 0.39 0.57 0.44 0.31 0.32 0.33 0.50 0.37 0.61 1.06 0.62 0.93 0.58 0.70 1.22 0.63 0.82 0.42 0.68 1.00 0.54 0.44 0.49 0.79 0.64 0.54 0.61 0.98 0.52 0.43 0.32 0.44 0.40 0.73 0.60 0.86 0.46 1.68 0.43 0.34 0.29 0.32 0.29 0.46 0.41 0.31 0.32 0.44 0.50 0.39 0.51 1.09 0.56 0.88 0.60 0.79 1.63 0.74 1.06 0.60 0.70 1.06 0.83 0.42 0.51 0.89 0.85 0.62 0.74 1.32 0.67 0.47 0.48 0.58 0.58 0.89 0.86 1.07 0.60 2.03 0.50 0.27 0.22 0.19 0.26 0.26 0.31 0.25 0.40 0.29 0.45 0.27 0.84 1.86 0.82 1.02 0.64 0.72 1.00 0.71 0.78 0.60 0.35 0.79 0.65 0.64 0.60 0.68 0.61 0.42 0.57 1.00 0.49 0.40 0.65 0.79 0.88 0.79 0.50 0.89 0.54 1.28 0.52 0.19 0.11 0.19 0.15 0.22 0.20 0.34 0.33 0.29 0.29 0.36 0.68 1.60 0.81 1.03 0.61 0.64 1.20 0.79 1.02 0.71 0.49 0.87 0.78 1.25 1.54 0.60 0.52 0.62 0.41 0.89 0.56 0.51 1.44 1.32 1.68 1.02 0.76 1.03 0.68 1.24 0.84 0.36 0.28 0.53 0.39 0.44 0.45 0.40 0.34 0.48 0.52 0.45 0.82 1.56 0.92 1.47 0.96 0.82 0.77 1.85 0.88 1.76 0.87 1.95 0.61 1.35 0.48 1.29 0.77 2.11 1.13 2.15 2.07 2.42 2.53 2.55 0.36 0.99 0.41 1.06 0.47 1.22 0.26 0.77 0.55 1.19 0.66 1.47 0.26 0.56 2.03 2.66 1.82 2.41 1.92 3.42 1.19 2.88 0.87 2.13 1.08 2.58 0.57 1.45 1.32 3.49 1.13 2.17 0.78 2.11 0.68 1.93 0.78 2.81 0.64 1.57 0.73 2.66 0.49 2.27 0.46 1.18 0.70 2.35 0.69 1.41 0.67 2.75 0.57 1.42 1.02 1.98 1.60 2.84 1.06 1.62 1.81 3.04 0.82 2.13 1.01 2.81 2.57 2.20 2.71 1.88 1.99 2.67 2.37 2.48 2.95 1.17 1.30 1.25 0.94 1.75 1.68 1.05 2.66 2.47 3.71 3.47 2.21 3.16 1.75 3.70 2.40 2.14 2.20 3.16 2.13 2.78 2.60 1.75 2.47 1.77 2.69 1.92 2.06 3.13 1.96 3.26 2.31 3.27 1.84 1.33 1.72 1.21 1.39 1.93 1.43 2.13 2.12 1.03 1.04 1.28 0.98 1.15 1.08 0.72 1.75 1.62 2.07 2.07 1.62 1.87 1.27 2.07 1.59 1.51 1.69 2.54 1.59 2.45 1.67 1.28 1.56 1.56 2.22 1.53 1.43 1.87 1.48 2.21 1.66 1.95 1.60 1.10 1.32 0.80 1.04 1.38 1.14 1.10 1.28 1.17 1.14 1.08 0.95 1.28 1.09 0.87 0.95 1.01 0.97 1.07 1.17 1.39 1.04 1.77 1.18 0.97 0.95 1.18 1.00 1.37 1.19 1.00 1.25 1.17 1.10 1.07 0.93 1.54 1.07 1.61 1.13 1.27 1.35 0.79 1.01 0.47 0.79 1.09 0.76 0.73 0.75 0.89 0.79 0.70 0.76 1.15 0.69 0.66 0.69 0.63 0.68 0.92 0.87 1.04 0.66 1.56 0.57 0.61 0.60 0.46 0.63 0.72 0.44 0.36 0.54 0.46 0.36 0.48 0.67 1.40 0.80 1.05 0.74 0.91 1.51 17.89 0.60 12.23 0.94 15.14 0.55 9.64 0.74 10.51 0.98 15.58 0.64 12.92 0.45 14.53 0.49 16.29 0.87 10.31 0.66 9.61 0.65 9.33 0.71 8.32 1.23 13.55 0.61 10.11 0.62 7.04 0.36 14.27 0.38 13.85 0.47 17.11 0.68 16.39 0.66 13.10 1.03 17.02 0.54 10.11 1.66 23.55 0.47 12.22 0.74 10.42 0.68 10.06 0.60 13.14 0.63 9.67 1.02 13.68 0.45 10.92 0.44 8.08 0.56 11.14 0.61 9.50 0.54 12.59 0.57 9.40 0.80 12.35 1.39 20.94 0.76 12.48 0.90 19.21 0.87 13.05 1.10 15.99 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 4% 4% 4% 4% 4% 4% 4% 4% 4% 5% 5% 5% 5% 5% 5% 5% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 7% 7% 7% 7% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 7% 7% 7% 9% 9% 9% 9% 9% 9% 9% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 9% 9% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 9% 9% 9% 11% 11% 11% 13% 13% 13% 13% 13% 13% 13% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 13% 13% 13% 11% 11% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 11% 11% 11% 13% 13% 13% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 15% 15% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 15% 15% 15% 14% 14% 14% SHIPR , BELL San Miguel , RANCH San Miguel CONCH , LAS San Miguel VEGAS , San Miguel PECOS , CUBA Sandoval NM224 , Sandoval Sandoval Sandoval Santa Fe Sierra Sierra Sierra Sierra Sierra Socorro Socorro Socorro Socorro Socorro Socorro Taos Taos Taos Torrance Torrance Torrance JEMEZ , TORRE , WOLF CANYO , STANL , ALEMA , CABAL , CHLOR , ELEPH , HILLSB , AUGUS , BERNA , BINGH , BOSQU , MAGDA , SOCOR , CERRO , RED RIVER , TAOS NM866 , CLINES , ESTAN , GRAN QUIVIR Torrance, MOUNTAINAIR NM5965 Torrance, PEDERNAL 4 E NM6687 Union, AMISTAD 3 ESE NM0377 Union, CLAYTON WSO AIRPORT NM1887 Union, DES MOINES NM2453 Union, GRENVILLE NM3706 Union, PASAMONTE NM6619 Torrance Torrance Union Union Union Union Union , MOUNT , PEDER , AMIST , CLAYT , DES MOINE , GRENV , PASAM 3.00 2.90 5.05 5.00 4.28 4.30 4.27 0.72 0.30 0.24 0.24 0.40 0.23 0.24 0.88 0.41 0.30 0.31 0.56 0.36 0.34 0.67 0.36 0.59 0.53 0.89 0.62 0.56 0.67 0.41 0.80 0.94 1.01 0.97 0.79 0.69 0.71 2.01 1.99 2.30 2.37 2.07 0.67 2.38 1.21 1.94 1.99 2.78 2.27 2.69 2.11 3.25 2.40 3.23 2.20 3.05 2.57 2.82 2.63 2.61 2.56 2.55 3.04 2.03 1.25 1.86 1.77 2.22 2.02 1.88 1.17 0.92 0.91 0.90 0.97 0.78 0.86 0.65 0.46 0.66 0.52 0.68 0.54 0.58 1.01 14.11 0.51 11.30 0.35 15.12 0.30 15.07 0.48 17.43 0.30 16.37 0.29 15.90 3% 3% 3% 3% 3% 3% 3% 4% 4% 4% 4% 4% 4% 4% 7% 7% 7% 7% 7% 7% 7% 11% 11% 10% 10% 10% 10% 10% 13% 13% 12% 12% 12% 12% 12% 14% 14% 14% 14% 14% 14% 14% JulE% AugE% SepE% OctE% NovE% DecE% 14% 14% 14% 14% 14% 14% 14% 14% 13% 13% 14% 14% 14% 14% 14% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 12% 12% 12% 12% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 9% 9% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% 9% 9% 9% 10% 10% 9% 9% 9% 9% 8% 8% 8% 8% 9% 9% 9% 9% 9% 9% 9% 7% 7% 8% 8% 8% 8% 8% 8% 7% 7% 8% 8% 8% 8% 8% 7% 7% 7% 7% 7% 7% 6% 6% 6% 7% 7% 7% 7% 7% 7% 6% 6% 6% 6% 7% 7% 7% 7% 7% 7% 7% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 5% 5% 5% 5% 5% 5% 5% 5% 5% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 5% 5% 5% 5% 5% 5% 5% 2% 2% 2% 2% 2% 2% 2% 2% 3% 3% 2% 2% 2% 2% 2% 3% 3% 3% 3% 3% 3% 4% 4% 4% 3% 3% 3% 3% 3% 3% 4% 4% 4% 4% 3% 3% 3% 3% 3% 3% 3% 13% 13% 13% 13% 14% 14% 13% 13% 13% 13% 13% 13% 13% 13% 14% 14% 14% 14% 13% 13% 13% 13% 14% 14% 14% 14% 14% 14% 14% 12% 14% 14% 14% 14% 12% 12% 12% 12% 12% 14% 14% 14% 10% 11% 11% 11% 12% 12% 11% 11% 12% 11% 11% 12% 12% 12% 12% 12% 12% 12% 10% 10% 10% 10% 11% 11% 11% 11% 12% 12% 12% 11% 12% 12% 12% 12% 11% 11% 11% 11% 11% 12% 12% 12% 9% 10% 10% 10% 10% 10% 9% 9% 9% 8% 8% 9% 9% 9% 10% 10% 10% 10% 9% 9% 9% 9% 10% 10% 10% 10% 9% 9% 9% 8% 9% 9% 9% 9% 8% 8% 8% 8% 8% 9% 9% 9% 7% 7% 7% 7% 7% 7% 6% 6% 7% 6% 6% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 8% 8% 8% 8% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 5% 4% 4% 4% 4% 4% 4% 4% 5% 4% 4% 5% 5% 5% 4% 4% 4% 4% 5% 5% 5% 5% 4% 4% 4% 4% 4% 4% 4% 5% 4% 4% 4% 4% 5% 6% 6% 6% 6% 4% 4% 4% 3% 3% 3% 3% 3% 3% 2% 2% 3% 4% 4% 3% 3% 3% 2% 2% 2% 2% 3% 3% 3% 3% 2% 2% 2% 2% 3% 3% 3% 3% 3% 3% 3% 3% 3% 4% 4% 4% 4% 3% 3% 3% 14% 14% 14% 14% 14% 14% 14% 13% 13% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 14% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 13% 14% 14% 14% 14% 14% 14% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 11% 12% 12% 12% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 10% 10% 10% 10% 9% 9% 9% 10% 10% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 10% 10% 10% 9% 9% 9% 7% 7% 7% 7% 7% 7% 7% 7% 7% 6% 6% 6% 6% 6% 6% 6% 7% 7% 7% 7% 6% 6% 6% 8% 8% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 8% 8% 8% 6% 6% 6% 4% 4% 4% 4% 4% 4% 4% 5% 5% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 14% 14% 14% 14% 14% 14% 14% 12% 12% 13% 13% 13% 13% 13% 9% 9% 10% 10% 10% 10% 10% 6% 6% 7% 7% 7% 7% 7% 4% 4% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%