HomeMy WebLinkAboutA8 - Zancanella Report Stamped04102025 County Report .docx April 10, 2025
April 10, 2025
Tim Malloy
TG Malloy Consulting, LLC
402 Park Drive
Glenwood Springs, CO 81601
Re: Lake Springs Ranch PUD
Dear Tim:
This report is in support of the application to amend the PUD zoning and preliminary plan
for the Lake Springs Ranch PUD. The current unit count is 84 single-family lots, and 10
multi-family affordable housing units. All units will have 2500 square feet of irrigation per
unit. See attached Table 2a for additional development summary data.
The proposed plan can be served by the existing Basalt District 01CW305 plan
(attached). The domestic water will be supplied from Wells D and E for the domestic water
for a total of 99.5 EQRs. The existing plan provides for 66 AF of diversions. There will
also be up to 4 acres of irrigated open space or park land from a raw water irrigation
system from the Lake Springs Ranch Spring.
Some additional service EQRs have been included to provide water rights flexibility. The
exact size of the homes to be constructed is not known at this time. The estimated water
requirements for the project (see Table 2a) are based on the assumption that there is
equivalent to one single family home on each of the 84 Lots as well as for the 10 multi-
family units. The lots on average serve 3.5 people using 350 gallons per day and
irrigate up to 2500 square feet of lawn or garden.
The water demands of the Lake Springs Ranch PUD will be satisfied by two wells, Well
D and Well E. Our previous reports to the County dated June 28, 2001, May 7, 2002,
84 Single family 1 EQR/unit 84
2.75 additional uses for larger houses or other uses 0.5 EQR/unit 5.5
10 Multi family 1 EQR/unit 10
Total 99.5
From Lake Springs Ranch Spring 4 Acres
04102025 County Report .docx April 10, 2025
and March 25, 2010, confirmed that the two wells are legally entitled to produce water
sufficient to meet the needs of 99.5 EQRs under the Basalt Water Conservancy District
contract approved in Case No. 01CW305. All the Lake Springs Ranch Wells A-E and the
Lake Springs Ranch Spring are covered by one Basalt District Contract up to 450 gpm
and consumptive use of 66-acre feet. This will allow the 84 units, 10 Muli-family and 4
acres of raw water irrigation from the Lake Creek Ranch Spring to be accommodated.
The previous reports stated that Well D can produce water of sufficient quantity and
quality to meet the needs of 99.5 EQRs on its own.
Well E has been constructed and tested at 220 gpm and was being used for supplemental
irrigation purposes by the sod farm. The attached report confirms that Well E produces
water in sufficient quantities and quality to meet the needs of the amended PUD (see
attached Well E test). In September and October of 2023 Well E was retested to confirm
that well E was in good condition and capable of providing the water supply for the
proposed PUD. Well E was pumped for more than 24 hours continuously. Recovery of
the water level after pumping was then observed for an additional 9 days.
From the chart in Figure 7 it can be seen that Well E drew down from 193.8 feet to 195.3
during the 24 hour pumping test 8/30/23-8/31/2023 at a pumping rate of 115 gpm. From
Table 2a it can be seen the peak diversion demand was estimated to occur in June at a
rate of 72 gpm.
The PUD estimated demands for the project can be met from Well E as the primary well.
During the pumping test of Well E the water level in Well D was observed under normal
recharge conditions. The well should have recovered in the same time period as it was
pumped. In other words, if you pumped for 24 hours at 115 gpm you would expect the
well to fully recover at the same interval. As with most wells in Spring Valley the
withdrawal from the aquifer must match the annual available recharge.
In November 2016, Well D was tested at a pumping rate of 100 gpm for 24 hours to
demonstrate that the available well capacity was also available in Well D.
On 10/2/2023 – 10/3/2023 Well D was pumped at 73 gpm continuously for a 24-hour
period. The original plan was to pump at the original 2016 pumping rate of 100 gpm.
However, the original pump that was to be used in Well D was damaged during pump
installation and the motor failed. Due to the depth and hp requirements, a replacement
pump was not available to pump 100 gpm. Therefore, the pump test was performed at 73
gpm which is the peak June diversion demand of the uses proposed in Table 2a. Well D
should function adequately as a backup well for Well E.
The correct pump and motor will be installed in Well D to use Well D as a full mechanical
backup for Well E. The proposed 100 gpm pumping rate that was demonstrated in the
2016 pumping test should be used.
04102025 County Report .docx April 10, 2025
In 2016 the well test for Well D showed little drawdown while pumping at 100 gpm. The
2023 Well D Pump test at 73 gpm also showed little drawdown from 188.8 to 189.5 over
the 24-hour pumping period. The observation of Well E also showed a similar recovery
rate as was observed during the pumping of Well D.
Because these wells are largely recharged by the winter snow precipitation the withdrawal
from the aquifer must match the annual available recharge. We have consistently
recommended that the water level in the Spring Valley aquifer be monitored monthly to
ensure that annual pumping matches the available water on a long-term basis.
A recommended joint monitoring program is currently proposed for:
1. Spring Valley Well No 1
2. LARP/ESM Well #3
3. Lake Springs Well E ( Berkley) proposed for monitoring
4. Los Amigos Well 6 (existing equipment installed)
5. CMC well 1 (existing equipment installed)
The proposed pumping rate for the long-term use of the wells for both Well D and Well E
is 100 gpm. The pump intake setting should be located at 240 feet for each well so that
the production and pumping head is closely matched to the tank overflow elevation. The
pump for Well D will need to be considered when pumping directly to the tank. Well D is
51/2 inches in diameter and is limited to a 4 inch pump and motor, a booster pump may
be required.
Water quality parameters were collected for laboratory analysis based on CDPHE
requirements. All of the parameter MCL’s were within acceptable levels. See attached
results in Tables WQ 1 and WQ 2.
Both wells D and E were retested at 73 GPM and 115 GPM in September and October
of 2023. The water quality test passed all the required MCLs (Maximum Contaminant
levels) for drinking water.
We would also recommend that the piping between the tank and the chlorination facility
be large diameter (8 inch) pipe to provide mixing and plugged flow for additional chorine
contact prior to entry into the tank. The appropriate pipe size will be based on the CDPHE
submittal requirements for CT (chlorine contact time). We recommend that the water
treatment facilities be located near the wells, so full-time winter access is not required to
the tank. We also suggest the pump house be sized to accommodate the injection of two
chemicals and filtration, if required in the future.
04102025 County Report .docx April 10, 2025
If you have any questions, please contact our office at (970) 945-5700.
Very truly yours,
Zancanella & Associates, Inc.
Thomas A Zancanella
Thomas A Zancanella | P.E.
Office: 970.945.5700 | 970.379.2926 | Fax: 970.945.1253
taz@za-engineering.com
Zancanella & Associates Inc. | Engineering Consultants
1011 Grand Avenue | Glenwood Springs, CO 81601
Attachments
cc: Mike Berkeley
# of Residences 99.5 EQRs # of Commercial Units 0 EQRs Pond Surface Area 0 acres
# persons/residence 3.5 cap/EQR # persons/unit 3.5 cap/EQR Annual Net Evaporation 3 ft
# gallons/person/day 100 gpcd # gallons/person/day 100 gpcdPercent Consumed 0.05 Percent Consumed 0.05Lawn Irrigation 2500 sq-ft/EQR Lawn Irrigation 2500 sq-ft/EQR Irrigated Open Space 4 acresApplication Efficiency 0.7 Application Efficiency 0.7 Application Efficiency 0.7Crop Irrig Reqmnt (CIR)1.87 ft Crop Irrig Reqmnt (CIR)1.87 ft Crop Irrig reqmnt (CIR)1.87 ftFrom Lake Springs Ranch Spring 4 acres
(1)(2)(3)(4)(5)(6) (7)(8)(9)(10)(11) (12) (13)(14)
Domestic Commercial Dom\Comm Open Space Pond Average Domestic Commercial Dom\Comm Open Space Pond AverageMonthIn-house In-house Irrigation Irrigation Evap.Total Flow In-house In-house Irrigation Irrigation Evap. Total Flow(ac-ft)(ac-ft) (ac-ft) (ac-ft)(ac-ft)(ac-ft) (gpm) (ac-ft)(ac-ft)(ac-ft) (ac-ft) (ac-ft) (ac-ft) (gpm)
January 3.31 0.00 0.00 0.00 0.00 3.31 24.18 0.17 0.00 0.00 0.00 0.00 0.17 1.21February2.99 0.00 0.00 0.00 0.00 2.99 24.18 0.15 0.00 0.00 0.00 0.00 0.15 1.21March3.31 0.00 0.00 0.00 0.00 3.31 24.18 0.17 0.00 0.00 0.00 0.00 0.17 1.21April3.21 0.00 0.27 0.19 0.00 3.67 27.66 0.16 0.00 0.19 0.13 0.00 0.48 3.65May3.31 0.00 2.93 2.05 0.00 8.30 60.54 0.17 0.00 2.05 1.44 0.00 3.65 26.66June3.21 0.00 3.78 2.65 0.00 9.63 72.65 0.16 0.00 2.65 1.85 0.00 4.66 35.14July3.31 0.00 3.54 2.48 0.00 9.34 68.13 0.17 0.00 2.48 1.74 0.00 4.38 31.98August3.31 0.00 2.26 1.58 0.00 7.15 52.19 0.17 0.00 1.58 1.11 0.00 2.85 20.82September3.21 0.00 1.93 1.35 0.00 6.49 48.94 0.16 0.00 1.35 0.95 0.00 2.46 18.54
October 3.31 0.00 0.54 0.38 0.00 4.24 30.93 0.17 0.00 0.38 0.27 0.00 0.81 5.93
November 3.21 0.00 0.00 0.00 0.00 3.21 24.18 0.16 0.00 0.00 0.00 0.00 0.16 1.21
December 3.31 0.00 0.00 0.00 0.00 3.31 24.18 0.17 0.00 0.00 0.00 0.00 0.17 1.21
Annual 39.00 0.00 15.26 10.69 0.00 64.94 40.16 1.95 0.00 10.68 7.48 0.00 20.11 12.40
03/27/25 84 Single family 1 EQR/unit 84Zancanella & Assoc., Inc.2.75 additional uses for larger houses or other uses 0.5 EQR/unit 5.5Water Resources Engineers 10 Multi family 1 EQR/unit 10Glenwood Springs, CO \Total 99.5From Lake Springs Ranch Spring 4 Acres
Table 2a Wells D and E Lake Springs Ranch Spring (4 acres) 01CW305
Estimated Water Requirements
Diversion Requirements Consumptive Use
Domestic Demands Commercial Demands Other Demands
Water Use Inputs
Water Use Calculations
Thomas A Zancanella
3/17/2026
Vicinity Map
TAZ TAZ
1
POST OFFFICE BOX 1908 - 1011 GRAND AVENUEGLENWOOD SPRINGS, COLORADO 81602 (970) 945-5700
CLIENT:
DATE:
PROJECT:
FIGURE:
CHKD BY:DRAWN BY:APPD BY:
Lake Springs Ranch
97407
ZANCANELLA AND ASSOCIATES, INC.
ENGINEERING CONSULTANTS
Z:\97000's\97407 Lake Springs Sub., Dr. Berkeley\2016\2016 Well Test\Well_D.mxd
82
EAGLE COUNTY
PITKIN COUNTY
Carbondale
Glenwood
Springs
This Map
0 2 41
Miles
Well E
Permit No. 60688-F
Well D
Permit No. 75843-F
Legend
Lake Springs P.U.D.
Well Locations
0 2,000 4,0001,000
Feet
1 inch = 2,000 feet
# of Residences 99.5 EQRs # of Commercial Units 0 EQRs Pond Surface Area 0 acres
# persons/residence 3.5 cap/EQR # persons/unit 3.5 cap/EQR Annual Net Evaporation 3 ft
# gallons/person/day 100 gpcd # gallons/person/day 100 gpcd
Percent Consumed 0.05 Percent Consumed 0.05
Lawn Irrigation 2500 sq-ft/EQR Lawn Irrigation 2500 sq-ft/EQR Irrigated Open Space 4 acres
Application Efficiency 0.7 Application Efficiency 0.7 Application Efficiency 0.7
Crop Irrig Reqmnt (CIR) 1.87 ft Crop Irrig Reqmnt (CIR) 1.87 ft Crop Irrig reqmnt (CIR) 1.87 ft
From Lake Springs Ranch Spring 4 acres
(1) (2) (3) (4) (5) (6) (7)(8) (9) (10) (11) (12) (13)(14)
Domestic Commercial Dom\Comm Open Space Pond Average Domestic Commercial Dom\Comm Open Space Pond Average
Month In-house In-house Irrigation Irrigation Evap. Total Flow In-house In-house Irrigation Irrigation Evap. Total Flow
(ac-ft)(ac-ft)(ac-ft)(ac-ft)(ac-ft)(ac-ft)(gpm)(ac-ft)(ac-ft)(ac-ft)(ac-ft)(ac-ft)(ac-ft)(gpm)
January 3.31 0.00 0.00 0.00 0.00 3.31 24.18 0.17 0.00 0.00 0.00 0.00 0.17 1.21
February 2.99 0.00 0.00 0.00 0.00 2.99 24.18 0.15 0.00 0.00 0.00 0.00 0.15 1.21
March 3.31 0.00 0.00 0.00 0.00 3.31 24.18 0.17 0.00 0.00 0.00 0.00 0.17 1.21
April 3.21 0.00 0.27 0.19 0.00 3.67 27.66 0.16 0.00 0.19 0.13 0.00 0.48 3.65
May 3.31 0.00 2.93 2.05 0.00 8.30 60.54 0.17 0.00 2.05 1.44 0.00 3.65 26.66
June 3.21 0.00 3.78 2.65 0.00 9.63 72.65 0.16 0.00 2.65 1.85 0.00 4.66 35.14
July 3.31 0.00 3.54 2.48 0.00 9.34 68.13 0.17 0.00 2.48 1.74 0.00 4.38 31.98
August 3.31 0.00 2.26 1.58 0.00 7.15 52.19 0.17 0.00 1.58 1.11 0.00 2.85 20.82
September 3.21 0.00 1.93 1.35 0.00 6.49 48.94 0.16 0.00 1.35 0.95 0.00 2.46 18.54
October 3.31 0.00 0.54 0.38 0.00 4.24 30.93 0.17 0.00 0.38 0.27 0.00 0.81 5.93
November 3.21 0.00 0.00 0.00 0.00 3.21 24.18 0.16 0.00 0.00 0.00 0.00 0.16 1.21
December 3.31 0.00 0.00 0.00 0.00 3.31 24.18 0.17 0.00 0.00 0.00 0.00 0.17 1.21
Annual 39.00 0.00 15.26 10.69 0.00 64.94 40.16 1.95 0.00 10.68 7.48 0.00 20.11 12.40
04/07/25 84 Single family 1 EQR/unit 84
Zancanella & Assoc., Inc. 2.75 additional uses for larger houses or other uses 0.5 EQR/unit 5.5
Water Resources Engineers 10 Multi family 1 EQR/unit 10
Glenwood Springs, CO \Total 99.5
From Lake Springs Ranch Spring 4 Acres
Table 2a Wells D and E Lake Springs Ranch Spring (4 acres) 01CW305
Estimated Water Requirements
Diversion Requirements Consumptive Use
Domestic Demands Commercial Demands Other Demands
Water Use Inputs
Water Use Calculations
https://zanda5700.sharepoint.com/Zdrive/2023 Jobs/23206 Longhorn-Lake Springs/2025/XLS/Eqruse2023 table 2a.xlsx
Test No. Analyte Category Classification Regulation Units Detection Level Result Standard Status
1 Aluminum Metal Inorganic Secondary mg/L 0.003 Below DL 0.20 Pass
2 Antimony Metal Inorganic Primary mg/L 0.002 Below DL 0.0060 Pass
3 Arsenic Metal Inorganic Primary mg/L 0.004 Below DL 0.010 Pass
4 Barium Metal Inorganic Primary mg/L 0.01 0.17 2.0 Pass
5 Beryllium Metal Inorganic Primary mg/L 0.001 Below DL 0.0040 Pass
6 Cadmium Metal Inorganic Primary mg/L 0.0005 Below DL 0.0050 Pass
7 Calcium Metal Inorganic None mg/L 0.41 63.9 N/A N/A
8 Chromium Metal Inorganic Primary mg/L 0.01 Below DL 0.1000 Pass
9 Copper Metal Inorganic Primary mg/L 0.01 Below DL 1.3000 Pass
10 Iron Metal Inorganic Secondary mg/L 0.2 Below DL 0.30 Pass
11 Lead Metal Inorganic Primary mg/L 0.0025 Below DL 0.0150 Pass
12 Magnesium Metal Inorganic None mg/L 0.5 9.0 N/A N/A
13 Manganese Metal Inorganic Secondary mg/L 0.005 Below DL 0.050 Pass
14 Mercury Metal Inorganic Primary mg/L 0.001 Below DL 0.0020 Pass
15 Nickel Metal Inorganic Informal mg/L 0.01 Below DL 0.10 Pass
16 Silver Metal Inorganic Secondary mg/L 0.0005 Below DL 0.10 Pass
17 Sodium Metal Inorganic None mg/L 2.5 6.0 N/A N/A
18 Thallium Metal Inorganic Primary mg/L 0.001 Below DL 0.0020 Pass
19 Zinc Metal Inorganic Secondary mg/L 0.05 Below DL 5.0 Pass
20 Chloride Nonmetal Inorganic Secondary mg/L 0.5 3.1 250 Pass
21 Cyanide Nonmetal Inorganic Primary mg/L as CN-0.005 Below DL 0.20 Pass
22 Fluoride Nonmetal Inorganic Primary mg/L 0.2 Below DL 4.0 Pass
23 Selenium Nonmetal Inorganic Primary mg/L 0.002 Below DL 0.050 Pass
24 Sulfate Nonmetal Inorganic Secondary mg/L 0.5 5.5 250 Pass
25 Nitrate Oxidized Ammonia Inorganic Primary mg/L as N 0.01 1.2 10.0 (Category Total) Pass
26 Nitrite Oxidized Ammonia Inorganic Primary mg/L as N 0.004 Below DL 1.0 Pass
27 Alkalinity, Bicarbonate Wet Chemistry Inorganic None mg/L as CaCO3 5 189 N/A N/A
28 Alkalinity, Total Wet Chemistry Inorganic None mg/L as CaCO3 5 189 N/A N/A
29 Calcium Carbonate Wet Chemistry Inorganic None mg/L 1 160 N/A N/A
30 Conductivity, @ 25°C Wet Chemistry Inorganic None µS/cm 1 338 N/A N/A
31 Hardness Wet Chemistry Inorganic Informal mg/L as CaCO3 1 160 300 Pass
32 Langelier Index Wet Chemistry Inorganic None Standard Units 0.1 0.1 N/A N/A
33 pH Wet Chemistry Inorganic Secondary Standard Units 0.01 7.46 6.5 < pH < 8.5 Pass
34 Temperature, Test Wet Chemistry Inorganic None °C 0.1 20.0 N/A N/A
35 Total Dissolved Solids Wet Chemistry Inorganic Secondary mg/L 10 254 500 Pass
36 Asbestos Mineral Fibers Inorganic Primary MF/L 0.06 Below DL 7.00 Pass
37 Coliforms, Total (MPN) Bacterium Microorganism Primary MPN/100mL 1 0 0 Pass
38 Escherichia Coli (MPN) Bacterium Microorganism Primary MPN/100mL 1 0 0 Pass
39 Gross Alpha Activity Particle Radionuclide Primary pCi/L 1.2 4.8 15.0 Pass
40 Gross Beta Activity Particle Radionuclide Primary pCi/L 2.0 0.7 50.0 (Trigger Level) Pass
41 Radium 226 Radium Radionuclide Primary pCi/L 0.1 0.2 5.0 (Category Total) Pass
42 Radium 228 Radium Radionuclide Primary pCi/L 0.7 0.2 5.0 (Category Total) Pass
43 Radon Radon Radionuclide None pCi/L 13 170 N/A N/A
44 Uranium Uranium Radionuclide Primary mg/L 0.0007 0.0008 0.030 Pass
45 2,4,5-TP (Silvex) Synthetic Organic Primary mg/L 0.0002 Below DL 0.050 Pass
46 2,4-D Synthetic Organic Primary mg/L 0.0001 Below DL 0.070 Pass
47 Alachlor Synthetic Organic Primary mg/L 0.0002 Below DL 0.0020 Pass
48 Aldicarb Synthetic Organic Primary mg/L 0.0005 Below DL 0.0030 Pass
49 Aldicarb sulfone Synthetic Organic Primary mg/L 0.0005 Below DL 0.0020 Pass
50 Aldicarb sulfoxide Synthetic Organic Primary mg/L 0.0005 Below DL 0.0040 Pass
51 Atrazine Synthetic Organic Primary mg/L 0.0001 Below DL 0.0030 Pass
52 Benzo[a]pyrene Synthetic Organic Primary mg/L 0.00002 Below DL 0.00020 Pass
53 Carbofuran Synthetic Organic Primary mg/L 0.0005 Below DL 0.040 Pass
54 Chlordane Synthetic Organic Primary mg/L 0.0002 Below DL 0.0020 Pass
55 Dalapon Synthetic Organic Primary mg/L 0.001 Below DL 0.20 Pass
56 Di(2-ethylhexyl)adipate Synthetic Organic Primary mg/L 0.0006 Below DL 0.40 Pass
57 Di(2-ethylhexyl)phthalate Synthetic Organic Primary mg/L 0.0006 Below DL 0.0060 Pass
58 Dibromochloropropane Synthetic Organic Primary mg/L 0.00002 Below DL 0.00020 Pass
59 Dinoseb Synthetic Organic Primary mg/L 0.0002 Below DL 0.0070 Pass
60 Diquat Synthetic Organic Primary mg/L 0.0004 Below DL 0.020 Pass
61 Endothall Synthetic Organic Primary mg/L 0.009 Below DL 0.10 Pass
62 Endrin Synthetic Organic Primary mg/L 0.00001 Below DL 0.0020 Pass
63 Ethylene dibromide Synthetic Organic Primary mg/L 0.00001 Below DL 0.000050 Pass
64 Glyphosate Synthetic Organic Primary mg/L 0.005 Below DL 0.70 Pass
65 Heptachlor Synthetic Organic Primary mg/L 0.00001 Below DL 0.00040 Pass
66 Heptachlor epoxide Synthetic Organic Primary mg/L 0.00001 Below DL 0.00020 Pass
67 Hexachlorobenzene Synthetic Organic Primary mg/L 0.00002 Below DL 0.0010 Pass
68 Hexachlorocyclopentadiene Synthetic Organic Primary mg/L 0.00005 Below DL 0.050 Pass
69 Lindane Synthetic Organic Primary mg/L 0.00001 Below DL 0.00020 Pass
70 Methoxychlor Synthetic Organic Primary mg/L 0.00005 Below DL 0.040 Pass
71 Oxamyl (Vydate) Synthetic Organic Primary mg/L 0.0005 Below DL 0.20 Pass
72 Pentachlorophenol Synthetic Organic Primary mg/L 0.00004 Below DL 0.0010 Pass
73 Picloram Synthetic Organic Primary mg/L 0.0001 Below DL 0.50 Pass
74 Polychlorinated biphenyls Synthetic Organic Primary mg/L 0.0001 Below DL 0.00050 Pass
75 Simazine Synthetic Organic Primary mg/L 0.00007 Below DL 0.0040 Pass
76 Toxaphene Synthetic Organic Primary mg/L 0.0005 Below DL 0.0030 Pass
77 1,1,1-Trichloroethane Volatile Organic Primary mg/L 0.0005 Below DL 0.20 Pass
78 1,1,2-Trichloroethane Volatile Organic Primary mg/L 0.0005 Below DL 0.0050 Pass
79 1,1-Dichloroethylene Volatile Organic Primary mg/L 0.0005 Below DL 0.0070 Pass
80 1,2,4-Trichlorobenzene Volatile Organic Primary mg/L 0.0005 Below DL 0.070 Pass
81 1,2-Dichloroethane Volatile Organic Primary mg/L 0.0005 Below DL 0.0050 Pass
82 1,2-Dichloropropane Volatile Organic Primary mg/L 0.0005 Below DL 0.0050 Pass
83 Benzene Volatile Organic Primary mg/L 0.0005 Below DL 0.0050 Pass
84 Carbon tetrachloride Volatile Organic Primary mg/L 0.0005 Below DL 0.0050 Pass
85 cis-1,2 Dichloroethylene Volatile Organic Primary mg/L 0.0005 Below DL 0.070 Pass
86 Dichloromethane (Methylene Chloride) Volatile Organic Primary mg/L 0.0005 Below DL 0.0050 Pass
87 Ethylbenzene Volatile Organic Primary mg/L 0.0005 Below DL 0.70 Pass
88 Monochlorobenzene Volatile Organic Primary mg/L 0.0005 Below DL 0.10 Pass
89 o-Dichlorobenzene Volatile Organic Primary mg/L 0.0005 Below DL 0.60 Pass
90 Para-Dichlorobenzene Volatile Organic Primary mg/L 0.0005 Below DL 0.0750 Pass
91 Styrene Volatile Organic Primary mg/L 0.0005 Below DL 0.10 Pass
92 Tetrachloroethylene Volatile Organic Primary mg/L 0.0005 Below DL 0.0050 Pass
93 Toluene Volatile Organic Primary mg/L 0.0005 Below DL 1.0 Pass
94 Trans-1,2 Dichloroethylene Volatile Organic Primary mg/L 0.0005 Below DL 0.10 Pass
95 Trichloroethylene Volatile Organic Primary mg/L 0.0005 Below DL 0.0050 Pass
96 Vinyl chloride Volatile Organic Primary mg/L 0.0005 Below DL 0.0020 Pass
97 Xylenes, Total Volatile Organic Primary mg/L 0.0005 Below DL 10.0 Pass
Lake Springs Ranch Well E, 03 FEB 2010
Raw Water Quality Analysis
Table WQ 2
Zancanella & Associates, Inc.
Z:\97000's\97407 Lake Springs Sub., Dr. Berkeley\2010\WaterQualitySummary RawDrinkingLongAnalysis
12/7/2016