re: assessment of bernaliflo county application s-2361...
TRANSCRIPT
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TedmicalMemoraixium
Date: 4/25/05To: Kristofer Knutson
Administrative Litigation UnitVia: Tom Morrison,
Chief, Hydrology BureauCc: FileFrom: J.P. Frost, Hydrology Bureau, Office of the State Engineer
RE: Assessment of Bernaliflo County Application S-2361, Sandia Basin
IntroductionApplication S-2361 regards a new well and diversion at x= 472874.34 and y 519097.41,NM Central zone, for 29.7 acres of land in Section 18-Ti iN R6E (projected), BernalilloCounty, NM. The application lies in the Sandia Administrative basin in the EastMountain aiea of Bernaliulo County, about a mile north and northeast of Sandia Park andSan Antonito, Map 1. The intent of the well is for domestic and irrigation use at the VistaGrande Community Center. The principal water bearing formations are interpreted aspotentially Triassic sandstone and shale formations based on the regional geologic map.The application requests 30 afy from a 6 inch diameter well to be drilled approximately400 feet deep. No offsetting water rights are being moved in this application. The welllies in the San Pedro Creek surface watershed. According to the WATERS database, 83OSE well records exist within a 10,000 foot radius. However, WATERS data locationsare sometimes questionable in the Sandia Basin. Entranosa Water and Wastewater Coopalso serves the Vista Grande Community Center and other water users in this area fromwells in the Estancia basin.
This memo addresses several technical issues of the application. They include: impacts tosurface water sources, including effects on San Pedro Creek, a semi perennial streamdraining the area towards the Rio Grande; the ability of the subject well to produce thequantity of water sought; and drawdown effects on nearby wells. The issue of whetherunappropriated groundwater exists in the Sandia basin, and the long term viability of theground water resource for public water supply uses are additional concerns. Because ofthe subsurface geologic complexity, there is considerable uncertainty in predicting futureimpacts on senior rights and wells.
The appurtenant land adjoins land of Campbell Farms, who protested the application,
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Location Map andRadii to select water featuresBernalillo County Application
S-2361
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Several hydrogeologic reports addressing the general area have been submitted toBernalillo County in support of the subdivision review process. Bernalillo County didnot submit a technical report or water budget in support of this application.
HydrogeologyThe Sandia basin is the subject of a number of water studies including Balleau (2000),Shomaker and Associates(1996), Geohydrology Associates (1987), and a regionalassessment by Dr. Frank Titus of the NM Bureau of Mines and Mineral Resources(1980). Funded by the OSE and the State Legislature, the USGS is currently conductinga new review and update of Titus’ report, including adding wells to a water levelmeasurement program and analyzing water chemistry. Results are not yet released.
Application S-2361 lies within a County Recreation complex along La Madera Road on
f the west side of Highway 14. According to OSE records, the well has yet to be drilled.Groundwater wells in the area encounter a variety of conditions and yields. Wellsproduce from a number of locally interconnected strata, most well yields are modest.
The native groundwater flow system receives mountain front recharge from the adjoininguplands including the Sandia mountains, and ultimately discharges to San Pedro Creekand the Rio Grande. This application lies near Cienega Creek and Armijo Draw, thbutay,toSanPedroCreek.
Many arroyos and streams in the Sandia basin are ephemeral. Historical flowmeasurements of spring and stream discharge are spotty and show high variability.
— :However, there are several important springs and stream reaches in the area Springs -
above San Antonito and Sandia Park, and the perennial reach of San Pedro Creekinteract with groundwater and these water sources are important considerations for thisapplication. Approximate distance of important springs to the southwest, as well as SaiijPedro Spring on San Pedro Creek is approximately 12,000 feet. The radius to a semiperennial reach in Cienega Canyon is about 8000 feet.
Mapped shallow ground water levels smoothly parallel the rugged topography, althoughwater level data are sparse(Titus, 1980, and others). This finding reinforces theinterpretation that the productive intervals in wells are in communication with otheraquifers. Only a few wells have been measured in the vicinity, and water levels do not
show discernible historical trends. USGS hydrographs in nearby wells are copied in theAppendices.
The local aquifer is composed of several bedrock formations, including the moderatelywater yielding Permian San Andres-Glorieta formations and Yeso Formations, and theoverlying, but poorer aquifers, the Triassic Santa Rosa sandstone and Chinle formations.All arc consolidated rocks that have been faulted, tilted and fractured in the presence oflarge regional fault trends. In the vicinity of the application, the rocks lie on the west
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.limb of a broadly folded, northeast trending downwarp or syncline. Triassic age shaleand sandstone formations dip 10 to 35 degrees east to the center of the fold. The PermianSan Andres formation underlies the Triassic shales and sandstones and is composed offine grained limestones which require fracturing to be effective aquifers. The Permiancan be a better aquifer than the Triassic, but may lie deeper than the application’sproposed depth.
Aquifers such as these have highly variable well yields and aquifer coefficients.Typically, groundwater storage is low and the thickness of effective saturation isunpredictable, being reliant on fractures. Some wells proximal to regional faults havefound very high Transmissivities, the ability for water to flow to the well. However,most well yields are modest and dry holes have been reported. In the WATER wellsresearched for this report, well depths average 285 feet, and depth to water range from 31to 320 feet. Most of these wells are domestic wells.
Technical ConsiderationsLong term water availability in the area, the ability of the well to produce the quantity ofwater sought, well drawdown, and spring and stream depletion are potential concerns.Because the water use is associated with a public facility in Bernalillo County, effects areevaluated for 70 years, the amount of time effects are required to be calculated for newsubdivisions in the County.
Unappropriated groundwater:This application for a new appropriation will cause increased drawdown and surfacewater depletion in an aquifer already stressed by wells and undeployed rights dedicatedLtbresidential use. Titus (1980) observed that: “Large quantities of groundwater are notavailable in the Sandia and northern Manzano Mountains” ‘
In addition to local well pumping, dozens of domestic wells, and several acequias near -‘
San Antonio all lie within the flow system draining to San Pedro Creek Of all thehydrologic studies conducted in the area, none have revealed abundant groundwaterresources. This is evidenced by the fact that Entranosa Water and WastewaterCooperative provides water to hundreds of recently developed lots in the area.
Applicant has not proposed any water rights transfer in this application.
Surface Water DepletionsS-2361 lies about 1 mile north of Arroyo Armijo, a major tributary of San Pedro Creek.The confluence with San Pedro Creek lies about 2 miles to the east, and further down thecreek, San Pedro springs lie about 12000 feet from the application. A buried alluvialvalley is believed to exist within the center of the syncine and beneath San Pedro Creek.Groundwater flow is toward San Pedro Creek and spring. In a development applicationfor San Pedro Creek Estates, BGW (2000), estimated surface water availability on SanPedro Creek and discussed depletions due to that application. Using the Glover-Balmerequation, BGW found that development by domestic wells at San Pedro Creek Estates
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.could cause a reduction of fourteen percent in fifty years of an average baseflow of 200afy in San Pedro Creek.
Ability To Produce The Quantity SoughtThe proposed well has not been drilled to better estimate its long term capacity. 30aflyear, annualized, is a modest pumping rate of about 30 gallons per minute pumping60% of the time. However, more water is needed during the irrigation season. As muchas 50 or more gallons per minute is desirable for irrigating large expanses like soccerfield and ball diamonds. Securing a well capable of these rates is somewhat speculativein this area and proposed well depth.
Hydrology Bureau Model PredictionsAlthough the OSE has experimented with Sandia area MODFLOW models, none aredeemed suitable for this application. Very little subsurface data exist, and there are fewpump tests and long term water level trends to calibrate a reliable model. San PedroCreek streamfiow data are equally sketchy. Because of the apparent aquifer complexity,the OSE versions of the Theis and the Glover- Balmer models were employed to reportpotential effects.
Groundwater DrawdownBased on the local geology, it is presumed that S-2361 will produce from the Santa Rosasandstone. The Theis model was run employing a Transmissivity of 134 feet2/day, or1000 gpm/ft day, and Storage Coefficient S of 0.001, relying on Spinks, 1986 for theSanta Rosa about 3 miles to the south. Better estimates of effects could be made if thewell was already drilled and tested. Higher Transmissivities result in more modestdrawdown but faster stream depletion effects. To simulate possible boundary effects ofthe Tijeras and San Antonito fault zones, a no-flow boundary was inserted 13,000 feetbeyond the well, and drawdown was calculated at and up to 10,000 feet further awayfrom the pumping well. Results are portrayed in the following graph for a well pumping30 afy for 70 years.
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40-— Forty years
so- • Seventy years
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The OSE WATERS database, reports that 83 WATERS records, mostly domestic wells,lie within a 10,000 foot radius from S-2361, Appendices. The nearest well of otherownership in WATERS is located about 1700 feet south. Albuquerque Public Schools, S1756 possesses a total depth of 224’, and water column of 146’. This well may incur 28feet of drawdown due to the application. A permit has been pulled for the Vista GrandeChurch, but the church has not been built and no drillers record has been filed.
The nearest protestants well is S-2073 approximately 5000 feet distant to the east and650 feet deep. Another protestant well lies approximately 6900 feet to the west, S-2072,drilled in the 1930’s and depth unknown. According to the following table, maximumdrawdown in either well is projected to be 14.5 feet or less due to the application..
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Projected S-2361 Drawdown
-1000 1000 3000 5000 7000 9000DIstançe feet
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11000 13000 15000
70 year drawdown effects by radius of influence:Radius: Number of WATERS Wells Drawdown range:Near well bore proposed well exceeds 50 feet500’ 2 28 to 32’500—2000’ 1 28to232000’ to5000’ 17 23 to 17’5000 to 10000’ 63 14.5’ or less
Potential Cienega Canyon and San Pedro Creek surface depletionThe proposed well lies in the groundwater flow path to San Pedro Spring. A GloverBalmer equation estimate of total pumping depletion was calculated at San Pedro Springusing the same coefficients employed as in the Theis runs. If the calculated depletion isshared with several surface water sources, the proportional depletion at San Pedro Creekor Cienega Canyon will be less. The springs occurring west of Cienega Canyon andSandia Park have not been evaluated separately, as they contribute to arroyos flowing to
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.Armijo Draw and San Pedro Creek. Thus the reported Glover - Balmer result may beregarded as a net effect to the San Pedro Creek system. Stream depletion approaches100% after 30 years of pumping. Model attached.
Conclusions:S-2361. will be drilled to support Bernaliulo County’s Vista Grande Community Center,including sporting field irrigation. The Community Center currently receives water fromEntranosa. No water budget has been submitted by the applicant to support the quantityof water sought. The proposed well will produce from moderate yield aquifer fomiationsfor the area, and perhaps should be drilled deeper than the applied-for 400 feet. No pumptest results are available in the vicinity. Model projections of future drawdown and streamimpacts rely on theoretical assumptions sometimes not reliable in this situation; hence, ifthe application is approved, model projections should be verified by future pumping andwater level monitoring.
Net effects on surface water sources are estimated to be 30 afy in 70 years. These effectmay occur on Cienega Canyon or San Pedro Creek, or both.
(15LMaximum drawdown in the nearest well of other ownership, S-&1 the School well, isestimated to be 28 feet.
The nearest protestants well is S-2073, lying approximately 5000 feet to the east and 650feet deep. Another protestant well lies approximately 6900 feet to the west, S-2072,drilled in the 1930’s and depth unknown. Maximum drawdown in either well isprojected to be 14.5 feet or less due to the application.
c.Well metenng and reporting, coupled with penodic water level momtoring should berequired.
C., .?
BibliographyBalleau Groundwater, Inc., 2000, Geohydrology and Water Availability for the Overlookat San Pedro Creek, Sandoval County, NM, prepared in support of land development inSandoval County.
Ferguson, C.A., Timmons, J.M., Pazzaglia, F.J., Karlstrom, K. E., Osburn, G.R. andBauer, P.W., 1966, Geology of Sandia Park Quadrangle, Bemalillo and SandovalCounties, NM. New Mexico Bureau of Geology and Mineral Resources Open File DigitalGeologic Map OF-DM-1, Plate 1.
Geohydrology Associates, Inc., 1987, Geohydrologic Conditions and Water Supply forLomas Lindas Subdivision, Bernalillo County, NM, prepared in support of landdevelopment in Bemalillo County.
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Shomaker and Associates, 1996, Update on Hydrogeologic Conditions at the CampbellFarming Corporation San Pedro Creek Estates, Sandoval County, NM, unpublishedreport.
Spinics, Michael P., 1986, Geology, Hydrology, Hydrologic model and estimateddrawdown effects relative to the proposed use of replacement well by Dick Holben inSandia Underground Water Basin OSE File S-670, NMSEO unpublished report.
Titus, F. B., 1980, Ground Water in the Sandia and Northern Manzano Mountains, NewMexico, New Mexico Bureau of Mines and Mineral resources, Hydrologic Report 5.
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Please call or email me to let me know that you received this.Thank you,
ellaS”7(505)-827-6 140lane11e.hauht(state.nm.us
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.S-2361 Theis Model
TIME and DATEmonth: 4 day: 29 year: 2005hour: 13 minu:e: 48 second: 18
DRAWDOWN AT RANDOM COORDINATES IN AN INFINITESTRIP, NON - LEAKY AQUIFER USER SPECIFIED BOUNDARIESAT Y = 0 AND A Y SPECIFIED BY USER
PUMPING MULTIPLE WELLS LOCATED AT POINTS SPECIFIEDBY USER. EACH WELL MAY HAVE A DIFFERENT
PUMPING SCHEDULE. ALL COORDINATES IN THE X - Y PLANE.
(Theis equation)
At y = 0, there is a no-flow boundaryThere is no other boundary to system
T = 1000. gpd/ft S = .001000
Number of pumping wells = 1
Coordinates of pumping wells and the no. of pumping rates
Well # x Coordinate Y Coordinate No. of PumpingRates
.0 13000.0 1
PUMPING SCHEDULES FOR THE WELLS
Well Schedule for Pumping Well Number 1
Pumping Rate Pumping Time
c__Q( 1) = 18.6 gpm for 25550.000 days
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Coordinates of Computation Points
r—-(Number of computation points 7)
Point 4 X Coordinates Y Coordinatesfeet feet
1 .0 13001.02 .0 13010.03 .0 13100.04 .0 13500.05 .0 14000.06 .0 18000.07 .0 28000.0
Image Control .1000000E—02time variable (t)
t miii = 3650.000 days; t max 25550.000 days;delta t = 3650.000 days
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RESUIIrSTJrawdowns and Coordinates of
Measured in feetcomputation points
x= .0Y = 13001.0
X= .0Y = 13010.0
x= .0Y = 13100.0
Time in days
3650.0007300. 000
10950.00014600.00018250.00021900.00025550.000
46.07348.70350.31651 .48452.40053.15353.793
and Coordinates ofMeasured in feet
36.25738.88640.50041.66742.58343.33643 .976computation points
26.43129.05830.67131 .83832.75433.50734.147
x=Y = 13500.0
.0 x=Y = 14000.0
.0 x= .0Y = 18000.0
Time in days
3650.0007300.000
10950.00014600.00018250.00021900.00025550.000
19.52522.14323.75324.91825.83326.58527.225
16.51619.12220.72821.89122.80423.55624.194
9.29811.80013.36614.50815.40816.15116.784
Drawdowris and Coordinates ofMeasured in feet
computation points
x= .0
.‘--
fT
crn-. )4
‘-
—
—
Drawdowns
Time in days
3650.0007300.000
10950.00014600.00018250.00021900.00025550.000
Y = 28000.0
4.2076.3667-7978.8689.724
10.43611.047
11
Depletion
in
Period
feet)
10.000163 .360708
20.000262.226170
30.000288.660104
40.000296.595625
50. 000298.978127
60.000299.692983
70.000299.907895
Pumping time70.000 years
.S-2361 Glover-Balmer Calculation
TIME and DATEmonth: 4 day: 29 year: 2005
hour: 14 minute: 33 second: 47
STREAM DEPLETION CAUSED BY PUMPING MULTIPLE WELLS AT
VARIOUS RATES IN AN INFINITE - STRIP, NON - LEAKY AQUIFER.
THE WELLS ARE BETWEEN THE STREAM AND A PLANE BOUNDARY.
(Glover and Balmer equation)
T = 134. square ft/day S = .001000
Number of wells = 1
Distance from stream to plane boundary 6.00 miles
Distances of the wells from the stream and thenthnber of pumping rates
Well Distance (miles) No. of rates
1 2.30 1
PUMPING SCHEDULES FOR THE WELLS
Pumping schedule for well number 1
Pumping rate
Q( 1) = 30.0 ac-ft/yr for
Image Control .10000000E-02Time variable (t) Only 500 timesteps allowed
t mm = 10.000 years; t max = 70.000 years;
delta t = 10.000 yearsAccumulated
Rate of Depletion Volume
Time Depletion Volume Time
(years) (ac-f t/yr) (acre-feet) (acre-
23.504679
28.050114
29.414625
29.824265
29.947242
29 - 984161
29.995246
163 .360708
425.586878
714.246983
1010.842608
1309.820735
1609.513717
1909.421613
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