HomeMy WebLinkAbout1.00 General Application Materials_PartD
Levitt Well #2 (Well Permit No. 55124‐F)
Well Permit, Well Construction and Test Report,
& Pump Installation Report
Form No OFFICE OF THE STATE ENGINEER
GWS 25 COLORADO DIVISION OF WATER RESOURCES818CentennialBldg1313ShermanStDenver Colorado 80203
303 866 3581
APPLICANT
THOMAS LEVITT
BOX 414740
KANSAS CITY MO 64141
104aX n7n oOnn
1095
WELL PERMIT NUMBER i Jc F
DIV 5 WD 38 DES BASIN MD
APPROVED WELL LOCATION
GARFIELD COUNTY
NE 1 4 SW 1 4 Section 28
Township 7 S Range 87 W Sixth P M
DISTANCES FROM SECTION LINES
1470 Ft from South Section Line
2001 Ft from West Section Line
UTM COORDINATES
OERMIT TO CONSTRUCT A WELL Norining Doom 1a
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1 This well shall be used in such a way as to cause no material injury to existing water rights The issuance of this permit
does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested
water right from seeking relief in a civil court action
2 The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402 2 unless approvalofavariancehasbeen granted by the State Board of Examiners of Water Well Construction and Pump Installation
Contractors in accordance with Rule 18
3 Approved pursuant to CRS 37 90 137 2 for the construction of the Levitt Well 2 a reapplication for expired permit51071Fappropriating ground water tributary to the Roaring Fork River as an alternate point of diversion to the BasaltConduitontheconditionthatthewellshallbeoperatedonlywhenthe Basalt Water Conservancy District s substitute water
supply plan approved by the State Engineer is in effect and when a water allotment contract between the well owner andtheBasaltWaterConservancyDistrictforthereleaseofreplacementwaterfrom Ruedi Reservoir is in effect or under an
approved plan for augmentation BWCD contract 3 3 5 269
4 The combined use of ground water from this well and the Levitt Wells 1 and 3 is limited to a water supply for 26 singlefamily dwellings the irrigation of not more than 1 4 acres of lawns gardens and open space and the watering of domesticanimalsAlluseofthiswellwillbecurtailedunlessthewaterallotmentcontractoraplanforaugmentationisineffect
5 The simultaneous maximum pumping rate of this well and Levitt Wells 1 and 3 shall not exceed 50 GPM6The combined average annual amount of ground water to be appropriated by this well and the Levitt Wells 1 and 3 shall
not exceed 14 9 acre feet
7 The owner shall mark thewell in a conspicuous place with well permit number s name of the aquifer and court casenumbersasappropriateThe owner shall take necessary means and precautions to preserve these markings
8 This well shall be constructed not more than 200 feet from the location specified on this permit and not less than 600 feet
from any existing well not owned by the applicant
9 A totalizing flow meter must be installed on this well and maintained in good working order Permanent records of alldiversionsmustbemaintainedbythewellownerrecordedatleastannuallyandsubmittedtotheDivisionEngineer upon
request IdW 121W16V
Permit Expiration Date Extended to December 22 2002
AOT 12 24 01
APPROVED
KJW
State Engineer BEE 2 2 2 By 1 CC1
nnT ieci ion EXPRATIO ATEILU IC
I V4eLLCONSTRUCTION AND TEST REPORT
STATE OF COLORADO OFFICE OF THE STATE ENGINEER
FOR OFFICE USE ONLY rltcr
U1
WELL PERMIT NUMBER 55124F OPR
50J2OwnerNamesThomasLevitt
Mailing Address Zancanella Assoc POB 1908
City St Zip Glenwood Springs Co 81602
Phone 970 9455700
1 ATERR ELATECDJR
coca
APPROVAL GWS319103
3 WELL LOCATION AS DRILLED NE 14 SW
DISTANCES FROM SEC LINES
0 ft from Sec line and
SUBDIVISION
STREET ADDRESS AT WELL LOCATION
14 Sec 28 Twp 78 Range 87W
ft from Sec line OR
LOT BLOCK FILINGUNIT
4 GROUND SURFACE ELEVATION ft DRILLING METHOD Air Rotary
DATE COMPLETED 030896 TOTAL DEPTH 320 ft DEPTH COMPLETED 320 ft
5 GEOLOGIC LOG 6 HOLE DIAM in FROM ft TO ft
Depth Type of Material Size Color and Type 90 0 24
000140 Volcanic Hard Flows Cinders Ash 65 24 320
140320 Brown Sandstone
7 PLAIN CASING
OD in Kind Wall Size From ft To ft
70 Steel 0240 1 24
55 PVC 0250 23 275
PERF CASING Screen Slot Size
55 PVC 250 275 315
WATER LOCATED 275 310
REMARKS
8 Fifter Pack
Material
Size
Interval
9 Packer Placement
Type
Depth
10 GROUTING RECOR D
Material Amount Density Interval Placement
cement 3 sks 16 gal 824 poured
11 DISINFECTION Type HTH Amt Used 2 oz
12 WELL TEST DATA Check Box If Test Data is Submitted On Supplemental Form
TESTING METHOD Air Compressor
Static Level 260 ft DateTime Measured 030896 Production Rate 20 gpm
Pumping Level Total ft DateTime Measured 030896 Test Length 2 hrs
Remarks
13 l have road the ctatemerds made herein and know the contents thereof and that they are true to my rxh edge Pursuant ro Section 244104 13aCRS the making of talso statemeras constitutes
perjury in the second degree and ispunishable as a class 1 misdemeanor
CONTRACTOR Shelton Drilling Corp Phone 970 9274182
Mnilinn Adriceq P0 Rox 1059 R3 14 1n 04 4
Name Title Please Type or Print
Wayne Shelton t President
Sign Date 031496
FORM MO
GWS32
1190
PUMP INSTALLATION AND TEST REPORT
STATE OF COLORADO OFFICE OF THE STATE ENGINEER
Far CIBw UN only
RECEIVED
1 WELL PERMIT NUM09R 055124 F NUV 2 32001
2 OWNER NAMES THOMAS LEVETT
Mailing Address BOX 414740
City 61 zIR JS STTY mn 64141
Phone 816 474221i44
WATER RESOURCE5
STATE ENGWEER
COLO
3 WELL LOCATION AS DRILLED NE 14 SW 114 ec 28 TwpZS Range 87 W
DISTANCES FROM SEC LINES
1470 from sO Sec UM and 2001 fL front EST Sea line
0wo or nun
BLOCK FILINGUNITSUBDIVISIONLOT
STREET ADDRESS AT WELL COCA N
4 PUMP DATA Type SUBMERSIBLE InstallationCompleted 102601
Pump Manufacturer PumpModel No GS 041
Design GPM 2 at RPM HP Volts 30 Full Load Amps 40
Pump Intake Depth11 n Feet DropColumn Pipe Size Inches IQnd SCH 80 PVC
ADDITIONAL INFORMATION FOB PUMPS GREATftTFdAT SD PW
TURBINE DRIVER TYPE Electric Engine OOther
Design Head feet Number of Stages Shaft size Inches
5 OTHER EQUIPMENT
Airline Installed Yes No Orifice Depth ft Monitor Tube Installed Yes No Depth ft
Flow Meter Mfg Meter Serial Na
Meter Readout Gallons Thousand Gallons Acre feet Beginning Reading
B TEST DATA Check box I Test data is submitted on Supplemental Form
Date 102601
Total Well Depth 3251 Time
Static Level 272 Rate GPM 25
Date Measured 102601 Pumping Lvl UNKNOWN
7 DISINFECTION Type HTH Amt Used 25 oz
B Water Quality analysis avallable Yes No
8 Remarks
0 1 have read the statements made herein and know the contents thereof and that they are true to my knowledgePursuanttoSection24410413aCRSthemakingoffalsestatementshereinconstitutesperjuryinthesecon
degree 4pd is punishableasa class 1 misdemeanor
CONTRACTOR AQUA TEC SYSTEMS INC Phone 97700 9840311 LIcNo 1106
Mailing Address PO BOX 488 GLENWOOD O BIbII7
NametfTide Please type or print
TOM PLATZERPRESIDENT Sig Date
11201
U
Levitt Well #3 (Well Permit No. 55125‐F)
Well Permit, Well Construction and Test Report,
& Pump Installation Report
Fora No OFFICE OF THE STATE ENGINEER
GWS 25 COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg 1313 Sherman St Denver Colorado 80203
303 866 3581
APPLICANT
THOMAS LEVITT
BOX 414740
KANSAS CITY MO 64141
816 474 2244
1095
WELL PERMIT NUMBER 05SIZZ F
DIV 5 WD 38 DES BASIN MD
APPROVED WELL LOCATION
GARFIELD COUNTY
NE 1 4 SW 1 4 Section 28
Township 7 S Range 87 W Sixth P M
DISTANCES FROM SECTION LINES
1470 Ft from South Section Line
1900 Ft from West Section Line
UTM COORDINATES
r
JhHMI I I U USt AN tAlb I INU WILL U 1
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1 This well shall be used in such a way as to cause no material injury to existing water rights The issuance of this permit
does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested
water right from seeking relief in a civil court action
2 The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402 2 unless approval
of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation
Contractors in accordance with Rule 18
3 Approved pursuant to CRS 37 90 137 2 for the use of an existing well the Levitt Well 3 constructed under monitoring
hole notice MH 29255 as a reapplication for expired permit 51072 F appropriating ground water tributary to the Roaring
Fork River as an alternate point of diversion to the Basalt Conduit on the condition that the well shall be operated only
when the Basalt Water Conservancy District s substitute water supply plan approved by the State Engineer is in effect and
when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of
replacement water from Ruedi Reservoir is in effect or under an approved plan for augmentation BWCD contract
3 3 5 269
4 The combined use of ground water from this well and the Levitt Wells 1 and 2 is limited to a water supply for 26 single
family dwellings the irrigation of not more than 1 4 acres of lawns gardens and open space and the watering of domestic
animals All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect
5 The simultaneous maximum pumping rate of this well and Levitt Wells 1 and 2 shall not exceed 50 GPM
6 The combined average annual amount of ground water to be appropriated by this well and the Levitt Wells 1 and 2 shall
not exceed 14 9 acre feet
7 The owner shall mark the well in a conspicuous place with well permit number s name of the aquifer and court case
number s as appropriate The owner shall take necessary means and precautions to preserve these markings
8 This well shall be located not more than 200 feet from the location specified on this permit and not less than 600 feet from
any existing well not owned by the applicant
9 A totalizing flow meter must be installed on this well and maintained in good working order Permanent records of all
diversions must be maintained by thewell owner recorded at least annually and submitted tothe Division Engineer upon
request 1AA914
APPROVED
KJW
Permit Expiration Date Extended to December 22 2002
AOT 12 24 01
State
1Ar EUvCONSTRUCTION AND TEST REPORT
STX E OF COLORADO OFFICE OF THE STATE ENGINEER
2 Owner ame s Tom Levitt
WELL PERMIT NUMBER
81602
Mailing Address P O Box 1808
City St Zip Glenwood SprinPhone9709455700
f1ECEIVED
OCT 3 0 1996
WSTe FTt E NF 61
COLO
APPROVAL GWS31 1 03
3 WELL LOCATION AS DRILL NE 114 SW
DISTANCES FROM SEC LINES
ft from Sec line and
SUBDIVISION
STREET ADDRESS ATWELL LOCATION
1 4 Sec 28 Twp 07S Range 87W
ft from Sec fine OR
LOT BLOCK FILING U M
4 GROUND SURFACE ELEVATION ft DRILLING METHOD Air Rotary
DATE COMPLETED 09 21 96 TOTAL DEPTH 360 ft DEPTH COMPLETED 360 ft
5 GEOLOGIC LOG 9 HOLE DIAM in FROM ft TO ft
Depth Type of Material Size Color and Type 9 0 0 25
000 140 Volcanic Flows Tuff Cinders
Brown Yellow SS
65 25 380
140 360
7 PLAIN CASING
OD in Kind wan Size From ft To ft
7 0 Steel 0 240 1 25
5 5 PVC 0 250 20 290
PERF CASING Screen Slot Size
5 5 PVC 250 290 360
WATER LOCATED 290
REMARKS
B Fitter Pack
Material
Size
Interval
9 Packer Placement
Type
Depth
10 GROUTING RECORD
AArorol Amwni Derift It Pf rd
cement 3 sks 16 gal 5 25 poured
11 DISINFECTION Type HTH Ant Used 3 oz
12 WELL TEST DATA Check Box If Test Data Is Submitted On Supplemental Form
TESTING METHOD Alr Compressor
Static Level 270 ft Daterrime Measured 09 21 96 Production Rate 15
Pumping Level Total ft Date Time Measured 09 21 96 Test Length 2
Remarks
gpm
his
13 1 me re e i5a etam ren a made herm a ccnhnm t and are ue
perjury Indieaeoond degree and is punishabh u a dm 1 mwde rt ner
CONTRACTOR Shelton Drilling Corp
m ga waM e a the ma xp
Phone 970 927 4182
Name ltle Please Type or Print Sign
Wayne Shelton President 1 Uate 09 23 96
ORIGINAL
FOPA No PUMP INSTALLATION AND TEST REPORT F omo uw y
GWS32
1190 STATE OF COLORADO OFFICE OF THE STATEENGINEER RECEIVED
1 VVELL PERMIT NUMBER 055125 F Nov 2 3 2001
2 OWNER NAMES THOMAS LEVITT
Mailing Address BOX 414740
WATER RESOURCES
STAN ENGINEER
COLO
City St Zlp KamANNAS CITE MO fjg 14F
Phone 8164142244 i 3CJD
3 WELL LOCATION AS DRILLED NE 14 SW 14 Sec 28 Twp 7 S Range 87 W
DISTANCES FROM SEC LINES
1470 fL from SOUTH Sec line and 1900 fL from WEST Sec line
SUBDIVISION LOT BLOCK FIUNGUNITT
STREET ADDRESS AT WELL LOCA ON
4 PUMPDATAType SUBMERSIBLE InstallationCompleted OCTOBER 26 2001
Pump Manufacturer Pump Model No
Design GPM 25 at RPM 3450 HP 3 Volts 230 Full Load Amps 40
Pump Intake Deptf43 99 Feet DropColumn Pipe Size 21 inches i0nd SCH 80 PVC
ADDITIONAL INFORMATION FOR PUMPS GRgftTj4q1QPW
TURBINE DRIVER TYPE Electric Engine 0 Other
Design Head feet Number of Stages Shaft size inches
5 OTHER EQUIPMENT
Airline Installed Yes No Orifice Depth fL Monitor Tube Installed Yes No Depth ft
Flow Meter Mfg Meter Serial No
Meter Readout Gallons Thousand Gallons Acre feet Beginning Reading
6 TEST DATA Check box ITest data is submitted on upplemental Form
Date 102601
Total Well Depth 364 Time
Static Level Rate GPM 25
Date Measured Pumping LA UN KNLWN
7 DISINFECTION Type HTH Amt Used 4 ounces
6 Water Quality analysis available Yes No
9 arks
0 1 have read the statements made herein and know the contents thereof and that they are true to my knowledge
Pursuant to Section 24410413a CRSthe making of false statements herein constitutes perjury in the second
degree pd is punishableas a class 1 misdemeanor
CONTRACTOR AQUA TEC SYSTEMS INC Phone 970 9840311 LIc No1106
Mailing Address 0 816UT
NameTdle Please type or prim
TOM PLATZERPRESIDENT
Sig aturg Date
111201
Levitt Well #2
Water Quality Results
Levitt Well #2
Inorganic Chemicals (IOCs)
Analyte Name Units MCL MCLG RESULT
Antimony mg/L 0.006 0.006 BDL
Arsenic mg/L 0.01 Zero 0.002
Barium mg/L 2 2 0.065
Beryllium mg/L 0.004 0.004 BDL
Cadmium mg/L 0.005 0.005 BDL
Chromium mg/L 0.1 0.1 BDL
Fluoride mg/L 4.0 4.0 0.700
Mercury mg/L 0.002 0.002 BDL
Nitrate mg/L (as Nitrogen) 10 10 2.590
Nitrite mg/L (as Nitrogen) 1 1 BDL
Total Nitrate and Nitrite mg/L (as Nitrogen) 10 10 2.590
Nickel mg/L N/A N/A BDL
Selenium mg/L 0.05 0.05 BDL
Sodium mg/L N/A N/A 21.200
Thallium mg/L 0.002 0.0005 BDL
MCL = Maximum Contaminant Level: The highest level of a contaminant that is allowed in drinking water.
MCLG = Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no
known or expected risk to health.
MCLs and MCLGs set forth in CDPHE Regulation No. 11 (5 CCR 1002-11) effective 5/1/2015
BDL = Below Detectable Limits
Z:\400's\420 - White Cloud Ridge\Pump Test 2016\Water Quality\Levitt Well #2 West well\
CDPHE_Contaminant_Levels Well 2.xlsx
By: CQ
11/23/2016
Levitt Well #2
Volatile Organic Compounds (VOCs)
Analyte Name MCL
(mg/L)
MCLG
(mg/L)RESULT
Vinyl chloride 0.002 Zero BDL
Benzene 0.005 Zero BDL
Carbon tetrachloride 0.005 Zero BDL
1,2-Dichloroethane 0.005 Zero BDL
Trichloroethylene 0.005 Zero BDL
Para-Dichlorobenzene 0.075 0.075 BDL
1,1-Dichloroethylene 0.007 0.007 BDL
1,1,1-Trichloroethane 0.2 0.2 BDL
cis-1,2 Dichloroethylene 0.07 0.07 BDL
1,2-Dichloropropane 0.005 Zero BDL
Ethylbenzene 0.7 0.7 BDL
Monochlorobenzene 0.1 0.1 BDL
o-Dichlorobenzene 0.6 0.6 BDL
Styrene 0.1 0.1 BDL
Tetrachloroethylene 0.005 Zero BDL
Toluene 1 1 BDL
Trans-1,2 Dichloroethylene 0.1 0.1 BDL
Xylenes (total) 10 10 BDL
Dichloromethane (methylene
chloride)0.005 Zero BDL
1,2,4-Trichlorobenzene 0.07 0.07 BDL
1,1,2-Trichloroethane 0.005 0.003 BDL
MCL = Maximum Contaminant Level: The highest level of a contaminant that is allowed in drinking water.
MCLG = Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no
known or expected risk to health.
MCLs and MCLGs set forth in CDPHE Regulation No. 11 (5 CCR 1002-11) effective 5/1/2015
BDL = Below Detectable Limits
Z:\400's\420 - White Cloud Ridge\Pump Test 2016\Water Quality\Levitt Well #2 West well\
CDPHE_Contaminant_Levels Well 2.xlsx
By: JAW
11/21/2016
Levitt Well #2
Synthetic Volatile Organic Compounds (SOCs)
Analyte Name MCL
(mg/L)
MCLG
(mg/L)RESULT
Alachlor 0.002 Zero BDL
Aldicarb(1)0.003 0.001 BDL
Aldicarb sulfoxide 0.004 0.001 BDL
Aldicarb sulfone 0.002 0.001 BDL
Atrazine 0.003 0.003 BDL
Carbofuran 0.04 0.04 BDL
Chlordane 0.002 Zero BDL
Dibromochloropropane 0.0002 Zero BDL
2,4-D 0.07 0.07 BDL
Ethylene dibromide 0.00005 Zero BDL
Heptachlor 0.0004 Zero BDL
Heptachlor epoxide 0.0002 Zero BDL
Lindane 0.0002 0.0002 BDL
Methoxychlor 0.04 0.04 BDL
Polychlorinated biphenyls 0.0005 Zero BDL
Pentachlorophenol 0.001 Zero BDL
Toxaphene 0.003 Zero BDL
2,4,5-TP (Silvex)0.05 0.05 BDL
Benzopyrene 0.0002 Zero BDL
Dalapon 0.2 0.2 BDL
Di(2-ethylhexyl)adipate 0.4 0.4 BDL
Di(2-ethylhexyl)phthalate 0.006 Zero BDL
Dinoseb 0.007 0.007 BDL
Diquat 0.02 0.02 BDL
Endothall 0.1 0.1 BDL
Endrin 0.002 0.002 BDL
Hexachlorobenzene 0.001 Zero BDL
Hexachlorocyclopentadiene 0.05 0.05 BDL
Oxamyl (Vydate)0.2 0.2 BDL
Picloram 0.5 0.5 BDL
Simazine 0.004 0.004 BDL
(1) The aldicarbs are currently under "administrative stay" as a result of litigation. They are therefore treated as unregulated
contaminants until further notice.
MCL = Maximum Contaminant Level: The highest level of a contaminant that is allowed in drinking water.
MCLG = Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no
known or expected risk to health.
MCLs and MCLGs set forth in CDPHE Regulation No. 11 (5 CCR 1002-11) effective 5/1/2015
BDL = Below Detectable Limits
Z:\400's\420 - White Cloud Ridge\Pump Test 2016\Water Quality\Levitt Well #2 West well\
CDPHE_Contaminant_Levels Well 2.xlsx
By: JAW
11/21/2016
Levitt Well #2
Radionuclides
Analyte Name Units MCL MCLG RESULT
Combined radium-226 and radium-228(1)pCi/L 5 Zero 0.8
Gross alpha particle activity (including radium-226
but, excluding radon and uranium)
pCi/L 15 Zero 12
Beta particle and photon radioactivity (2)pCi/L 50 Zero 0
Uranium μg/L 30 Zero 10.5
MCL = Maximum Contaminant Level: The highest level of a contaminant that is allowed in drinking water.MCLG = Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no known or expected risk to health.MCLs and MCLGs set forth in CDPHE Regulation No. 11 (5 CCR 1002-11) effective 5/1/2015
BDL = Below Detectable Limits
(1) The combined radium-226 and radium-228 value is determined by the addition of the results of the analysis for radium-226 and the analysis for radium-228.
(2) The average annual concentration of beta particle and photon radioactivity from man-made radionuclides in drinking water must not produce an annual dose
equivalent to the total body or any internal organ greater than 4 millirem/year (mrem/year). The EPA onsiders 50 pCi/L to be equivalent.
Z:\400's\420 - White Cloud Ridge\Pump Test 2016\Water Quality\Levitt Well #2 West well\
CDPHE_Contaminant_Levels Well 2.xlsx
By: JAW
11/21/2016
Levitt Well #3
Water Quality Results
Levitt Well #3
Inorganic Chemicals (IOCs)
Analyte Name Units MCL MCLG RESULT
Antimony mg/L 0.006 0.006 BDL
Arsenic mg/L 0.01 Zero 0.002
Barium mg/L 2 2 0.059
Beryllium mg/L 0.004 0.004 BDL
Cadmium mg/L 0.005 0.005 BDL
Chromium mg/L 0.1 0.1 0.003
Fluoride mg/L 4.0 4.0 0.680
Mercury mg/L 0.002 0.002 BDL
Nitrate mg/L (as Nitrogen) 10 10 2.600
Nitrite mg/L (as Nitrogen) 1 1 BDL
Total Nitrate and Nitrite mg/L (as Nitrogen) 10 10 < 2.6
Nickel mg/L N/A N/A BDL
Selenium mg/L 0.05 0.05 0.001
Sodium mg/L N/A N/A 21.200
Thallium mg/L 0.002 0.0005 BDL
MCL = Maximum Contaminant Level: The highest level of a contaminant that is allowed in drinking water.
MCLG = Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no
known or expected risk to health.
MCLs and MCLGs set forth in CDPHE Regulation No. 11 (5 CCR 1002-11) effective 5/1/2015
BDL = Below Detectable Limit
Levitt Well #3
Volatile Organic Compounds (VOCs)
Analyte Name MCL
(mg/L)
MCLG
(mg/L)RESULT
Vinyl chloride 0.002 Zero BDL
Benzene 0.005 Zero BDL
Carbon tetrachloride 0.005 Zero BDL
1,2-Dichloroethane 0.005 Zero BDL
Trichloroethylene 0.005 Zero BDL
Para-Dichlorobenzene 0.075 0.075 BDL
1,1-Dichloroethylene 0.007 0.007 BDL
1,1,1-Trichloroethane 0.2 0.2 BDL
cis-1,2 Dichloroethylene 0.07 0.07 BDL
1,2-Dichloropropane 0.005 Zero BDL
Ethylbenzene 0.7 0.7 BDL
Monochlorobenzene 0.1 0.1 BDL
o-Dichlorobenzene 0.6 0.6 BDL
Styrene 0.1 0.1 BDL
Tetrachloroethylene 0.005 Zero BDL
Toluene 1 1 BDL
Trans-1,2
Dichloroethylene 0.1 0.1 BDL
Xylenes (total) 10 10 BDL
Dichloromethane
(methylene chloride)0.005 Zero BDL
1,2,4-Trichlorobenzene 0.07 0.07 BDL
1,1,2-Trichloroethane 0.005 0.003 BDL
MCL = Maximum Contaminant Level: The highest level of a contaminant that is allowed in drinking water.
MCLG = Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no
known or expected risk to health.
MCLs and MCLGs set forth in CDPHE Regulation No. 11 (5 CCR 1002-11) effective 5/1/2015
BDL = Below Detectable Limit
Levitt Well #3
Synthetic Organic Compounds (SOCs)
Analyte Name MCL
(mg/L)
MCLG
(mg/L)RESULT
Alachlor 0.002 Zero BDL
Aldicarb(1)0.003 0.001 BDL
Aldicarb sulfoxide 0.004 0.001 BDL
Aldicarb sulfone 0.002 0.001 BDL
Atrazine 0.003 0.003 BDL
Carbofuran 0.04 0.04 BDL
Chlordane 0.002 Zero BDL
Dibromochloropropane 0.0002 Zero BDL
2,4-D 0.07 0.07 BDL
Ethylene dibromide 0.00005 Zero BDL
Heptachlor 0.0004 Zero BDL
Heptachlor epoxide 0.0002 Zero BDL
Lindane 0.0002 0.0002 BDL
Methoxychlor 0.04 0.04 BDL
Polychlorinated biphenyls 0.0005 Zero BDL
Pentachlorophenol 0.001 Zero BDL
Toxaphene 0.003 Zero BDL
2,4,5-TP (Silvex)0.05 0.05 BDL
Benzopyrene 0.0002 Zero BDL
Dalapon 0.2 0.2 BDL
Di(2-ethylhexyl)adipate 0.4 0.4 BDL
Di(2-ethylhexyl)phthalate 0.006 Zero BDL
Dinoseb 0.007 0.007 BDL
Diquat 0.02 0.02 BDL
Endothall 0.1 0.1 BDL
Endrin 0.002 0.002 BDL
Hexachlorobenzene 0.001 Zero BDL
Hexachlorocyclopentadiene 0.05 0.05 BDL
Oxamyl (Vydate)0.2 0.2 BDL
Picloram 0.5 0.5 BDL
Simazine 0.004 0.004 BDL
(1) The aldicarbs are currently under "administrative stay" as a result of litigation. They are therefore treated as unregulated
contaminants until further notice.
MCL = Maximum Contaminant Level: The highest level of a contaminant that is allowed in drinking water.
MCLG = Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no
known or expected risk to health.
MCLs and MCLGs set forth in CDPHE Regulation No. 11 (5 CCR 1002-11) effective 5/1/2015
BDL = Below Detectable Limits
Levitt Well #3
Radionuclides
Analyte Name Units MCL MCLG RESULT
Combined radium-226 and radium-228(1)pCi/L 5 Zero 0.8
Gross alpha particle activity (including radium-226
but, excluding radon and uranium)
pCi/L 15 Zero 11
Beta particle and photon radioactivity (2)pCi/L 50 Zero 0
Uranium μg/L 30 Zero 10.9
MCL = Maximum Contaminant Level: The highest level of a contaminant that is allowed in drinking water.
MCLG = Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no
known or expected risk to health.
MCLs and MCLGs set forth in CDPHE Regulation No. 11 (5 CCR 1002-11) effective 5/1/2015
BDL = Below Detectable Limit
(1) The combined radium-226 and radium-228 value is determined by the addition of the results of the analysis for radium-226 and the analysis for radium-228.
(2) The average annual concentration of beta particle and photon radioactivity from man-made radionuclides in drinking water must not produce an annual dose
equivalent to the total body or any internal organ greater than 4 millirem/year (mrem/year). The EPA onsiders 50 pCi/L to be equivalent.
Pump Test Drawdown and Recovery Figures
October 11 – October 21, 2016
Z:\400's\420 ‐ White Cloud Ridge\Pump Test 2016\Pump_Test.xlsxZancanella & Associates, Inc.By: JAW11/28/2016277.65278.65279.65280.65281.65282.65283.65284.65285.65286.65287.65012345678910Water Level Below Top of Casing(ft)Drawdown With Respect to Static Water Level(ft)Figure 4Levitt Well #3 Water Level During Levitt Well #3 TestLevitt Well #3 Water Level
Z:\400's\420 ‐ White Cloud Ridge\Pump Test 2016\Pump_Test.xlsxZancanella & Associates, Inc.By: JAW11/28/2016277.65278.65279.65280.65281.65282.65283.65284.65285.65286.65287.65012345678910Drawdown With Respect to Static Water Level(ft)Time Since Pump Started(minutes)Figure 5Levitt Well #3 Drawdown During Levitt Well #3 TestLevitt Well #3 Drawdown ‐ 30 gpmLevitt Well #3 1996 Test ‐ 20 gpmExtension of Original SlopeExtension of Last Established Slope
Z:\400's\420 ‐ White Cloud Ridge\Pump Test 2016\Pump_Test.xlsxZancanella & Associates, Inc.By: JAW11/28/2016277.65278.65279.65280.65281.65282.65283.65284.65285.65286.65287.65012345678910Drawdown With Respect to Static Water Level(ft)Residual Drawdown(t/t')Figure 6Levitt Well #3 Residual Drawdown Curve Following Levitt Well #3 TestLevitt Well #3 Residual Drawdown ‐ 30 gpmLevitt Well #3 Residual Drawdown 1996 Test ‐ 20 gpmΔs' = 0.57 ftPumping Rate, Q= 30 gpmܶൌ264ܳ߂ݏൌ264 x 300.57ܶ= 13,900 gal per day per ft
Z:\400's\420 ‐ White Cloud Ridge\Pump Test 2016\Pump_Test.xlsxZancanella & Associates, Inc.By: JAW11/28/2016277.09278.09279.09280.09281.0900.511.522.533.54Water Level Below Top of Casing(ft)Drawdown With Respect to Static Water Level(ft)Time Since Pump Started(minutes)Figure 7Levitt Well #2 Drawdown During Levitt Well #3 TestLevitt Well #2 Drawdown ‐ 30 gpmto = 2.75 min/1440 min/day = 0.002/dayܵൌ.ଷ்toଶ= ܵൌ.ଷ௫ ଵସ,ସ ௫ .ଶହଶ= 0.004
Z:\400's\420 ‐ White Cloud Ridge\Pump Test 2016\Pump_Test.xlsxZancanella & Associates, Inc.By: JAW11/28/2016277.65278.65279.65280.65281.65282.65283.65284.65285.65286.65287.65012345678910Water Level Below Top of Casing(ft)Drawdown With Respect to Static Water Level(ft)Residual Drawdown(t/t')Figure 8Levitt Well #2 Residual Drawdown Curve Following Levitt Well #3 TestLevitt Well #2 Residual DrawdownΔs' = 0.63 ftPumping Rate, Q= 30 gpmܶൌ264ܳ߂ݏൌ264 x 300.63ܶ= 12,500 gal per day per ft
Z:\400's\420 ‐ White Cloud Ridge\Pump Test 2016\Pump_Test.xlsxZancanella & Associates, Inc.By: JAW11/28/2016276.7277.7278.7279.7280.7281.7282.7283.7284.7285.7286.7012345678910Water Level Below Top of Casing(ft)Drawdown With Respect to Static Water Level(ft)Figure 9Levitt Well #2 Water Level During Levitt Well #2 TestLevitt Well #2 Water Level
Z:\400's\420 ‐ White Cloud Ridge\Pump Test 2016\Pump_Test.xlsxZancanella & Associates, Inc.By: JAW11/28/2016276.7277.7278.7279.7280.7281.7282.7283.7284.7285.7286.7012345678910Water Level Below Top of Casing(ft)Drawdown With Respect to Static Water Level(ft)Time Since Pump Started(minutes)Figure 10Levitt Well #2 Drawdown During Levitt Well #2 TestLevitt Well #2 Drawdown ‐ 30 gpmLevitt Well #2 1996 Test ‐ 20 gpmExtension of Original SlopeExtension of Last Established SlopePump Inavertantly Shut Off
Z:\400's\420 ‐ White Cloud Ridge\Pump Test 2016\Pump_Test.xlsxZancanella & Associates, Inc.By: JAW11/28/2016276.7277.7278.7279.7280.7281.7282.7283.7284.7285.7286.7012345678910Water Level Below Top of Casing(ft)Drawdown With Respect to Static Water Level(ft)Residual Drawdown(t/t')Figure 11Levitt Well #2 Residual Drawdown Curve Following Levitt Well #2 TestLevitt Well #2 Residual Drawdown ‐ 30 gpmLevitt Well #2 Residual Drawdown 1996 Test ‐ 20 gpmΔs' = 0.65 ftPumping Rate, Q= 30 gpmܶൌ264ܳ߂ݏൌ264 x 300.65ܶ= 12,200 gal per day per ft
Z:\400's\420 ‐ White Cloud Ridge\Pump Test 2016\Pump_Test.xlsxZancanella & Associates, Inc.By: JAW11/28/2016277.7278.7279.7280.7281.700.511.522.533.54Water Level Below Top of Casing(ft)Drawdown With Respect to Static Water Level(ft)Time Since Pump Started(minutes)Figure 12Levitt Well #3 Drawdown During Levitt Well #2 TestLevitt Well #3 Drawdown ‐ 30 gpmto = 3.1 min/1440 min/day = 0.002/dayܵൌ.ଷ்toଶ= ܵൌ.ଷ௫ ଵସ,ସ ௫ .ଶହଶ= 0.004Pump Inavertantly Shut Off
Z:\400's\420 ‐ White Cloud Ridge\Pump Test 2016\Pump_Test.xlsxZancanella & Associates, Inc.By: JAW11/28/2016277.7278.7279.7280.7281.7282.7283.7284.7285.7286.7287.7012345678910Water Level Below Top of Casing(ft)Drawdown With Respect to Static Water Level(ft)Residual Drawdown(t/t')Figure 13Levitt Well #3 Residual Drawdown Curve Following Levitt Well #2 TestLevitt Well #3 Residual DrawdownΔs' = 0.63 ftPumping Rate, Q= 30 gpmܶൌ264ܳ߂ݏൌ264 x 300.59ܶ= 13,400 gal per day per ft
1
118 W. 6th St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948
MEMORANDUM
TO: Dan Richardson – Ascendigo Autism Services, Inc.
FROM: Bailey Leppek, PE & David Schiowitz, PG – SGM, Inc.
DATE: January 11, 2021
RE: Ascendigo Whitecloud Camp Water Supply Adequacy
The purpose of this memorandum is to assess the physical and legal water supply adequacy for
the proposed use at the Whitecloud Camp by Ascendigo Autism Services, Inc. (Ascendigo).
Background
The Whitecloud property has three water sources, described below. This memo focuses on the
potable demand and supply from the Levitt Wells.
• Levitt Wells 1-3
− Levitt Well Nos. 2 and 3 have been constructed and have pumps installed. They are
currently plumbed to fill the tank on the Whitecloud property. Levitt Well No. 1 has been
constructed, but no pump has been installed. The Levitt Wells are augmented by a
contract with the Basalt Water Conservancy District (BWCD) under its Case No.
01CW305; BWCD Contract No. 269 covers demands up to 14.9 acre-feet per year
(AF/year) and depletions up to 4.51 AF/year. This augmentation contract allows the Levitt
Wells to be used year-round for indoor and limited outdoor uses.
− Ascendigo plans to rely on the Levitt Wells for potable water supply for the proposed
camp. This memo focuses on demand and supply from the Levitt Wells.
• Antonides Well
− The Antonides Well is shared multiple owners with thirteen total taps. The Levitt Family
Trust obtained a contractual right to three of the thirteen taps in the Antonides Well, as
documented in the May 11, 2004 well users group memo. Each well user must obtain its
own contract with BWCD to cover depletions from its use. The Levitt Family Trust never
obtained a BWCD contract for use from the Antonides well.
− Our preliminary assessment indicated that the proposed demands can be met without
relying on the Antonides well. Furthermore, the well sharing agreement and lack of an
existing BWCD contract raise complications with this source. For these two reasons, the
Antonides Well was not considered in this assessment of supply adequacy.
• Missouri Heights Mountain Meadow Irrigation Company (MHMMIC) Shares
− Ascendigo owns shares in the MHMMIC which were conveyed with the property (251
Class A shares, or 1 cfs, and 486 Class B shares, or 2.56 cfs). These water rights are
Ascendigo January 2021
2
118 W. 6th St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948
decreed for irrigation. Class A shares are for delivery of direct diversions from Cattle
Creek and are typically delivered during spring runoff until late June or early July. Class B
shares are for delivery of stored water from Spring Park Reservoir and are used to extend
the irrigation season after Class A shares are no longer available. A 16-day draw of water
out of the reservoir is established as an average water year (typically about 2 weeks in
early July). Continued irrigation on the property will help to recharge the aquifer,
benefiting the physical water supply to the Levitt Wells.
− In the short term, Ascendigo plans to use this raw water supply for irrigation of hay
pasture on the property while the water rights are in priority and being delivered (typically
April through early July). The ditch water may be run through a pond if the pond is
operated as an irrigation control structure, with storage of less than 72-hours. Ascendigo
plans to irrigate at least 8.6 acres of pasture with its MHMMIC shares. Based on a typical
duty of water of 1 cfs to 40 acres, Ascendigo’s shares are sufficient for the proposed
irrigation during April through early July.
− In the long term, Ascendigo plans to pursue a change of use of its MHMMIC shares and a
new storage right, allowing it to store MHMMIC water for recreational use and/or late
season irrigation of hay. Based on a preliminary review of diversion records and other
MHMMIC change cases, we anticipate that a change of use case would yield enough
historical consumptive use credits for filling and evaporation of a one to two acre pond,
while maintaining early-season irrigation of the 8.6-acre pasture. Once full, the pond
could be kept full for recreational purposes or used to provide late-season irrigation
supply (from storage) for the 8.6-acre pasture. Splitting the storage into two or more
ponds would allow one or more ponds to be used for operational storage while keeping
one pond full for recreational purposes. For example, water stored in an upper pond
could be released to the recreational pond to replace water lost to evaporation.
This memo focuses only on supply adequacy for potable demands from the Levitt Wells.
Demand
Ascendigo proposes to use the Levitt Wells to meet the indoor demands and limited outdoor
demands, as augmented by BWCD Contract 269.
Indoor use demands were estimated by Roaring Fork Engineering, based on wastewater flow
estimates for each facility’s respective use (from Metcalf & Eddy), assuming 15% consumptive
use for indoor water use with wastewater disposed of through a septic system. The camp will
operate year-round. Summer (June, July, and August) is considered peak season, with 100%
occupancy of all facilities. September through May is considered off-peak season, during which
50% occupancy of campers and staff is expected. Maximum daily demand was estimated at 7,475
gallons per day (gpd) during peak season and 4,468 gpd during off-peak season. Table A
attached shows indoor demand calculations and assumptions.
The annual demand for indoor use based on the maximum daily demand for peak and non-peak
season is 5.763 AF/year. The annual consumptive use for indoor demands is calculated to be
0.864 AF/year as documented in Table B, attached.
Ascendigo January 2021
3
118 W. 6th St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948
Table B attached shows additional outdoor demands and total proposed usage that could be
augmented by the existing BWCD Contract 269. Within the contract limitation of 4.51 AF/year of
depletions, the Levitt Wells can be used to serve all proposed indoor demands, stock watering for
12 livestock, and up to 1.84 acres of irrigation (sufficient for landscaping and irrigation of a playing
field and other lawn areas).
The peak demands occur in June, with demand of 1.928 AF/month or 20,940 gpd; at the 25 gallon
per minute (gpm) design capacity of the pumps, this would require 14.0 hours of pumping
(allowing for 10 hours of rest). If no irrigation demands were supplied from the wells (supplying
indoor and stock watering demands only), the June demand would be 0.705 AF/month or 7,660
gpd; at 25 gpm this would require only 5.1 hours of pumping.
During the winter when there are no irrigation demands and a reduced capacity of campers and
staff, the demand is 0.428 AF/month or 4,650 gpd; at 25 gpm this would require only 3.1 hours of
pumping.
Legal Supply
The Levitt Well Nos. 1-3 (Levitt Wells) are decreed as alternate points of diversion to the Basalt
Conduit, under BWCD’s Case No. 01CW305. The Levitt Wells are augmented by BWCD Contract
No. 269 (included as Attachment A) which covers demands up to 14.9 AF/year (depletions up to
4.51 AF/year, as documented in the BWCD Contract Water Requirements Table by Resource
Engineering dated Oct. 8, 1996). These demands include indoor use for 26 equivalent residential
units (EQRs), stock watering, and limited irrigation (the Whitecloud property was originally
intended to be a subdivision of 26 units).
The only revisions needed to BWCD Contract No. 269 are: 1) the contract will be reassigned to
the name of the new property owners (Ascendigo) and 2) the contract will be modified slightly for
the adjusted uses (adding commercial use).
The Levitt Wells are contracted under Area A of BWCD. SGM has verified that Levitt Well Nos. 2
and 3 are within Area A. Levitt Well No. 1, which has no pump installed and is not currently used,
is not within BWCD Area A; however, coverage of Levitt Well No. 1 within Area A is grandfathered
in under the existing contract.
Levitt Well No. 2 is permitted under Well Permit No. 055124-F. Levitt Well No. 3 is permitted under
Well Permit No. 055125-F. Well permits are included as Attachment B. The pumping rate limit
under these permits is 50 gpm from both wells. The permitted volumetric limit is 14.9 AF from
both wells (consistent with BWCD Contract No. 269). Both permits are for use for 26 single family
dwellings and irrigation of 1.4 acres. New well permits will need to be obtained for the Levitt Wells
that encompass the new proposed uses (including commercial use and additional irrigated
acreage).
Ascendigo January 2021
4
118 W. 6th St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948
Physical Supply
Levitt Well Nos. 2 and 3 both have 25 gpm pumps installed and are both plumbed to fill the
203,000-gallon tank on the property. Levitt Well Nos. 2 and 3 are 50 feet apart and are
hydraulically connected, so should be thought of as a single source with two redundant pumps.
Multiple aquifer tests have been completed on Levitt Wells 2 and 3. Zancanella and Associates
(Zancanella) conducted a well test in 2016, documented in a February 24, 2017 report. SGM
conducted the aquifer test from September 13 through September 19, 2020. Results from both
tests are summarized here.
2016 Well Test
SGM reviewed the February 24, 2017 report documenting the 2016 aquifer tests on Levitt Well
Nos. 2 and 3 performed by Zancanella and Associates (Zancanella). Zancanella opined that
based on the 25-hours of pumping the wells, the Levitt Well Nos. 2 and 3 could sustain 30 gpm.
SGM recommended that a longer pumping time period was needed to fully evaluate both wells.
2020 Well Test Design and Results
The aquifer test was designed to first stress the aquifer and then to observe the changing
drawdown during proposed operations. SGM pumped Levitt Well No. 2 at 25 gpm (pumping rate
of the installed pump).
• Phase 1: Continuous pumping – Approximately 3 days
− The first phase of the well test was approximately 68 hours (2.83 days) of continuous
pumping at 25 gpm. During this test approximately 102,125 gallons were discharged from
the well and the water level declined a total of 4 feet.
• Phase 2: Mimicking operations - 2 days
− The second phase of the well test was designed to mimic two full cycles of normal peak-
season operations that the well may experience at buildout: 16 hours of pumping,
followed by 8 hours of recovery.
• Phase 3: Recovery – 8 days
− The recovery period began after two 16-hour pumping cycles when the pump was turned
off. The recovery was monitored for 8 days.
Results from the aquifer tests are shown in Figures 1 through 4 (attached). The static water level
before testing began was measured at 255.9 feet below the top of casing. With the pump set at
310 feet there was approximately 54.2 feet of available drawdown. Water levels in the well initially
declined 1.3 feet and continued to decline to a total of 4.0 feet after 68 hours of pumping. SGM
estimated an apparent transmissivity in the range of 5,800 to 16,500 gallons per day per foot
(gpd/ft). The rate of drawdown during the test was relatively constant at approximately 0.5 feet
per 1,000 minutes of pumping (see Figure 1).
The water level in the well recovered about 1.9 feet after the well was rested for 8 hours. The well
was then cycled through two 16-hour pumping periods, with total drawdown of 4.0 ft after the first
Ascendigo January 2021
5
118 W. 6th St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948
cycle and 4.1 feet after the second cycle. Following the aquifer test, recovery of the water level
was moderate with 44% of recovery after 24 hours (2.2-feet of residual drawdown), 59% of
recovery after 48 hours (1.7-feet of residual drawdown), and 89% of recovery (4-inches of
residual drawdown) after 8 days (see Figure 2 and 3). Within 48-hours of recovery, the water
level recovered to near the initial drawdown experienced in the first minutes of pumping. Water
levels in Levitt Well No. 3 were monitored during the aquifer test and showed similar results to
Levitt Well No. 2 (see Figure 4).
Supply Adequacy Conclusions
The physical and legal supply meet the standards in the Garfield County Land Use and
Development Code Article 4-M for water supply.
Legal Supply Adequacy
Based on review of demands and water rights documentation, SGM has the following conclusions
regarding legal supply adequacy:
• The Levitt Wells have sufficient legal supply through BWCD Contract No. 269 to sustain the
proposed indoor demands (7,475 gpd during peak season and 4,468 gpd during off-peak
season), stock watering demands (for 12 livestock), and lawn and landscaping irrigation
demands for up to 1.84 acres.
• Minor revisions will be made to BWCD Contract No. 269:
− The contract will be reassigned to the name of the new property owners (Ascendigo).
− The contract will be modified slightly for the adjusted uses (adding commercial use).
• While the proposed uses fit with the permitted pumping rate and volumetric limits, new
permits will be needed for the change of use. Ascendigo will obtain new permits for the Levitt
Wells which encompass the new proposed uses (including commercial use and additional
irrigated acreage).
Physical Supply Adequacy
Based on result of the aquifer test and review of previous data, SGM has the following
conclusions:
• After pumping Levitt Well No. 2 for approximately 68 hours, drawdown was limited to 4.0
feet with approximately 50 feet of available drawdown remaining in the well.
• Water level recovery was moderate with 44% occurring after 24 hours, 59% after 48 hours
and 89% after 8 days of no pumping. These results are similar to previous testing and
indicate moderate recharge to aquifer; however, drawdown in the aquifer was relatively
small (4.0 feet) compared to the available drawdown (54 feet). Because the drawdown is
so small, this skews the perception of recovery based on percentages.
Ascendigo January 2021
6
118 W. 6th St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948
• Given the available 1996 and 2017 aquifer testing, the static water level appears to remain
at a similar level over periods of non-pumping. This indicates that regional aquifer
recharge is occurring.
• Water demands for the proposed project during peak season (which range from 15,060 to
20,940 gpd) could be met by the Levitt wells. Assuming a 25 gpm pumping rate, the wells
would need to be pumped for approximately 10 to 14 hours per day during the peak
season. This allows for 14 to 10 hours of rest time for the pumps, allowing time for aquifer
recharge.
• Water demands for the proposed project are seasonal. There is an approximately 7-month
period for the aquifer to recover during the off-peak season, during which the wells only
need to be pumped an average of three to four hours per day to meet demands. This
allows significant periods of aquifer recovery and will help preserve the long-term yield of
the aquifer.
• Water levels in all the Levitt Wells should be monitored weekly during the camp season
and monthly during the non-camp season. Monitoring will help understand long-term
aquifer trends, which may be impacted by drought, increased aquifer demand, and
irrigation practices. If required to maintain aquifer levels during a drought, Ascendigo could
reduce or cease irrigation from the wells. Ceasing irrigation from the wells would reduce
the average daily pumping time required from 14 hours to 5.1 hours.
Attachments
Table A: Indoor Demands for Ascendigo Whitecloud Camp
Table B: Annual Demands for Ascendigo Whitecloud Camp Proposed from Levitt
Wells under Existing BWCD Contract No. 269
Figures 1 – 4: Results from SGM’s September 2020 Aquifer Tests
Attachment A: BWCD Contract No. 269
Attachment B: Well Permits for Levitt Wells
Ascendigo Autism Services, Inc. Whitecloud Camp Demand and Supply Assessment
Basecamp - Dining Hall & Admin Bldg 2,120 100%2,120 0.195 50%1,060 0.098 1,060
Camper Lodging 1,160 100%1,160 0.107 50%580 0.053 580
Staff Lodging 2,190 100%2,190 0.202 50%1,095 0.101 1,095
Activity Barn 545 100%545 0.050 50%273 0.025 273
Guest Cabin 530 100%530 0.049 100%530 0.049 530
Equestrian Center 35 100%35 0.003 100%35 0.003 35
Maintenance Barn 15 100%15 0.001 100%15 0.001 15
Caretaker Houses 880 100%880 0.081 100%880 0.081 880
Total Demand 7,475 7,475 0.688 4,468 0.411 4,468
Notes: gpd = gallons per day, AF = acre-feet
Demands from Roaring Fork Engineering, based on wastewater flow estimates from Metcalf & Eddy, assuming 15% consumptive use for
indoor water use with wastewater disposed of through a septic system.
Daily
Demand
(gpd)
%
Occupancy
Monthly
Demand
(AF)
Maximum Daily Water
Demand (gpd)%
Occupancy
Daily
Demand
(gpd)
Monthly
Demand
(AF)
Indoor Use Description
The camp will operate year-round. Summer (June, July, and August) is considered peak season, with 100% occupancy of all facilities. September
through May is considered off-peak season. During off-peak season, 50% occupancy of campers and staff is expected. Maximum daily demand was
estimated at 7,475 gallons per day (gpd) during peak season and 4,468 gpd during off-peak season.
Off-Peak Season (Sept - May)
Table A: Daily Indoor Demands for Ascendigo Whitecloud Camp
Peak Season (Jun-Aug)
\\192.168.80.21\projects\2020\2020-328-AscendigoWaterRights\001\E-Reports\SGM\Whitecloud\CountyLandUse\Demands_Whitecloud_Revised.xlsx
SGM Inc.
January 9, 2021
Ascendigo Autism Services, Inc. Whitecloud Camp Demand and Supply Assessment
Lawn Irrigation Stock Watering
1.84 acres 12 stock
AF AF AF AF gpm AF AF/acre AF AF AF %AF AF
1 2 3 4 5 6 7 8 9 10 11 12 13
30 Nov 0.411 - 0.017 0.428 3.1 0.062 - - 0.017 0.0780 8.2%0.369 0.370
31 Dec 0.411 - 0.017 0.428 3.0 0.062 - - 0.017 0.0790 8.3%0.373 0.374
31 Jan 0.411 - 0.017 0.428 3.0 0.062 - - 0.017 0.0790 8.3%0.373 0.374
28 Feb 0.411 - 0.016 0.427 3.3 0.062 - - 0.016 0.0780 8.4%0.378 0.379
31 Mar 0.411 - 0.017 0.428 3.0 0.062 - - 0.017 0.0790 8.4%0.378 0.379
30 Apr 0.411 0.088 0.017 0.515 3.7 0.062 0.033 0.062 0.017 0.1400 8.4%0.378 0.379
31 May 0.411 0.938 0.017 1.366 9.6 0.062 0.357 0.656 0.017 0.7350 8.4%0.378 0.379
30 Jun 0.688 1.224 0.017 1.928 14.0 0.103 0.466 0.857 0.017 0.9770 8.4%0.378 0.379
31 Jul 0.688 1.146 0.017 1.851 13.0 0.103 0.436 0.802 0.017 0.9230 8.3%0.373 0.374
31 Aug 0.688 0.727 0.017 1.433 10.0 0.103 0.277 0.509 0.017 0.6300 8.3%0.373 0.374
30 Sep 0.411 0.623 0.017 1.051 7.6 0.062 0.237 0.436 0.017 0.5140 8.3%0.373 0.374
31 Oct 0.411 0.155 0.017 0.583 4.1 0.062 0.059 0.109 0.017 0.1870 8.3%0.373 0.374
Annual 5.763 4.902 0.202 10.867 0.864 1.865 3.431 0.202 4.499 100%4.499 4.510
Notes:
1 Total indoor use in AF/month, from Table A. Indoor demand estimates differ for camp season and off-season.
2 =(8B) / 70% irrigation efficiency, as identified in the BWCD Contract 269 Table of Depletions (Resource Engineering, Oct. 8 1996).
3 =(9). Stock watering is assumed to be 100% consumptive.
4 =(1) + (2) + (3). BWCD Contract No. 269 covers demands up to 14.9 AF/year.
5 =(4) / [days per month] * [325,851 gal/AF] / [25 gpm] / [60 min / hour]. Pumps are rated for 25 gpm.
6 = (1) * 15%consumptive use. 15% consumptive is a typical estimate of CU of indoor water use treated by septic, assumption used in BWCD Contract 269.
7
8 Unit CU from Column (7) applied to irrigated acreage. Maximum # acres for which irrigation demand can be supported by Contract No. 269.
9 =[15 gallons per day per head of livestock] x [# stock] * [days per month], converted to acre-feet. Typical unit demand assumption used by Division 5 Water Resources.
10 = (6) + (8) + (9)
11
12
13
Monthly depletion factors for Type E Wells, decreed in 87CW155. The Levitt Wells are Type E Wells per Case No. 01CW305.
= Annual total from Column (10) distributed monthly using factors in Column (11).
Unit CU
Lawn
Monthly
Depletion
Factors
Table B: Annual Demands for Ascendigo Whitecloud Camp Proposed from Levitt Wells under Existing BWCD Contract No. 269
Stock
Watering
Month
Hours Pumped
per Day
at 25 gpmIndoor
Use
Lawn
Irrigation Total
Demand (Diversions)Depletions Covered
by BWCD
Contract 269
Depletions (Consumptive Use, CU)
Indoor Total
Total
Delayed
Depletions
Annual total of 4.510 AF of consumptive use covered by BWCD Contract No. 269, per Table of Demands and Depletions (Resource Engineering, Oct. 8 1996). Distributed monthly using
factors in Column (11). Cell highlights red if contract amount is exceeded.
Unit consumptive use (CU) of lawn irrigation and/or crop irrigation of 1.865 AF/acre, from BWCD Contract No. 269 Table of Demands and Depletions (Resource Engineering, Oct. 8
1996). Distributed monthly with same pattern as table from Contract.
\\192.168.80.21\projects\2020\2020-328-AscendigoWaterRights\001\E-Reports\SGM\Whitecloud\CountyLandUse\Demands_Whitecloud_Revised.xlsx
SGM Inc.
January 9, 2021
SGM
9/30/2020
\\192.168.80.21\projects\2020\2020-328-AscendigoWaterRights\001\B-Calcs\WellTest\
LevittWellAquiferTest_20200929Figure 1 - Drawdown & Reco
0
10
20
30
40
50
60
70
255.9
265.9
275.9
285.9
295.9
305.9
315.9
325.9
1 10 100 1000 10000 100000 Drawdown (feet)Pumping Water Level (feet below top of casing)Time since pump started (minutes)
Figure 1. Levitt Well No. 2 (Permit No. 55124-F) -Constant Discharge Test
Constant Discharge and Recovery
Ascendigo Autism Services, LLC
September 14 -25, 2020
Levitt Well No. 2 Water Level
Pump Depth (310 FT)
Bottom of Well (320 FT)
SWL = 255.9 ft
Pump Intake = 310 ft
DTD = 320 ft
P
Pump Depth
Pump off (8 hours)
Pump on (16 hours)
Q = 25 gpm
T ≈ 9,000 gpd/ft
Pump off
Pump off (8 hours)
Pump on (16 hours)
SGM
9/30/2020
\\192.168.80.21\projects\2020\2020-328-AscendigoWaterRights\001\B-Calcs\WellTest\
LevittWellAquiferTest_20200929Figure 2 - Drawdown & Reco zoo
0
2
4
6
8
10
255.9
257.9
259.9
261.9
263.9
265.9
1 10 100 1000 10000 100000 Drawdown (feet)Pumping Water Level (feet below top of casing)Time since pump started (minutes)
Figure 2. Levitt Well No. 2 (Permit No. 55124-F) -Constant Discharge Test
Constant Discharge and Recovery
Ascendigo Autism Services, LLC
September 14 -25, 2020
Levitt Well No. 2 Water Level
Bottom of Well (320 FT)
SWL = 255.9 ft
Pump Intake = 310 ft
DTD = 320 ft
P
Pump off (8 hours)
Pump on (16 hours)
Q = 25 gpm
T ≈ 9,000 gpd/ft
Pump off
Pump off (8 hours)
Pump on (16 hours)
SGM
9/30/2020
\\192.168.80.21\projects\2020\2020-328-AscendigoWaterRights\001\B-Calcs\WellTest\
LevittWellAquiferTest_20200929Figure 3 - Recovery
0
25
50
255.9
280.9
305.9
1 10 100 1000 10000 Resideual Drawdown (feet)Water Level (feet)Time since pump started/Time since pumping stopped (t/t')
Figure 3. Levitt Well No. 2 (Permit No. 55124-F) -Constant Discharge Test
Recovery
Ascendigo Autism Services, LLC
September 17 -25, 2020
Levitt Well No. 2 Water Level
Pump Depth (310 FT)
Bottom of Well (320 FT)
SWL = 255.9 ft
Pump Intake = 310 ft
DTD = 320 ft
P
Pump Depth
T ≈ -16,500 gpd/ft
SGM
9/30/2020
\\192.168.80.21\projects\2020\2020-328-AscendigoWaterRights\001\B-Calcs\WellTest\
LevittWellAquiferTest_20200929Figure 4 - Drawdown & Reco
0
2
4
6
8
10
255.9
257.9
259.9
261.9
263.9
265.9
1 10 100 1000 10000 100000 Drawdown (feet)Pumping Water Level (feet below top of casing)Time since pump started (minutes)
Figure 4. Levitt Well No. 3 (Permit No. 55125-F) -Constant Discharge Test
Constant Discharge and Recovery
Ascendigo Autism Services, LLC
September 14 -25, 2020
Levitt Well No. 3 Water Level
Bottom of Well (360 FT)
SWL = 255.9 ft
Pump Intake = N/A
DTD = 360 ft
P
Pump off (8 hours)
Pump on (16 hours)
Q = 25 gpm
T ≈ 5,800 gpd/ft
Pump off
Pump off (8 hours)
Pump on (16 hours)
75 Suttle Street
Durango, CO 81303
970.247.4220 Phone
970.247.4227 Fax
www.greenanalytical.com
SGM
RE: Public DW Full Suite
Durango, CO 81301
555 Rivergate Lane, SuiteB4-82
Bailey Leppek
Debbie Zufelt
Reports Manager
Enclosed are the results of analyses for samples received by the laboratory on 09/16/20 12:15. The data to
follow was performed, in whole or in part, by a subcontract laboratory with an additional report attached.
If you need any further assistance, please feel free to contact me.
Sincerely,
14 October 2020
All accredited analytes contained in this report are denoted by an asterisk (*). For a complete list of accredited analytes please do not hesitate to
contact us via any of the contact information contained in this report. All of our certifications can be viewed at
http://greenanalytical.com/certifications/
Green Analytical Laboratories is NELAP accredited through the Texas Commission on Environmental Quality. Accreditation applies to drinking water and
non-potable water matrices for trace metals and a variety of inorganic parameters. Green Analytical Laboratories is also accredited through the
Colorado Department of Public Health and Environment and EPA region 8 for trace metals, Cyanide, Fluoride, Nitrate, and Nitrite in drinking water.
Our affiliate laboratory, Cardinal Laboratories, is also NELAP accredited through the Texas Commission on Environmental Quality for a variety of organic
constituents in drinking water, non-potable water and solid matrices. Cardinal is also accredited for regulated VOCs, TTHM, and HAA-5 in drinking water
through the Colorado Department of Public Health and Environment and EPA region 8.
Page 1 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Sample ID Laboratory ID Date Sampled
ANALYTICAL REPORT FOR SAMPLES
Date ReceivedMatrix Notes
Levitt Wells 2009173-01 Water 09/15/20 13:34 09/16/20 12:15
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 2 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Except for Methods 525.2 and 547, the SOC analytes are not reported due to a shipment failure by overnight carrier.
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 3 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
ResultAnalyte RL Analyzed Method Notes DilutionUnits
Levitt Wells
2009173-01 (Water)
AnalystMDL
Microbiology
09/16/20 14:45No Unit 1 SM9223B Colilert CABAbsentTotal Coliform
09/16/20 14:45No Unit 1 SM9223B Colilert CABAbsentE. Coli
General Chemistry
09/18/20 10:1510.0 mg/L 1 2320 B VJW2297.16Alkalinity, Total as CaCO3*
09/23/20 12:200.100 mg NH3-N/L 1 EPA350.1 LLG<0.100 0.0251Ammonia as N
09/24/20 05:070.100 mg/L 1 EPA300.0 AES<0.100 0.0309Bromide
09/24/20 05:071.00 mg/L 1 EPA300.0 AES8.32 0.0886Chloride*
09/21/20 17:350.0100 mg/L 1 EPA335.4 LLG<0.0100 0.00122Cyanide, Total*
09/24/20 05:070.100 mg/L 1 EPA300.0 AES0.781 0.00971Fluoride*
09/29/20 17:16[blank]1 Calculation DJZ-0.0500Langelier Index
09/17/20 09:530.100 mg/L 5 EPA300.0 JDA2.10 0.051Nitrate as N*
09/17/20 09:530.120 mg/L 5 EPA300.0 JDA2.10 0.0560Nitrate+Nitrite as N by IC
09/16/20 22:280.020 mg/L 1 EPA300.0 JDA<0.020 0.005Nitrite as N*
09/16/20 13:35pH Units 1 EPA150.1 VJW7.34pH*
09/18/20 10:260.0500 mg P/L 1 EPA365.1 LLG<0.0500 0.00904Phosphorus, Total
09/18/20 16:4710.0 mg/L 1 EPA160.1 VJW345Total Dissolved Solids*
09/24/20 05:071.00 mg/L 1 EPA300.0 AES47.8 0.152Sulfate*
09/22/20 10:000.0500 mg/L 1 4500S2-D VJW<0.0500 0.0258Sulfide
09/16/20 13:15C1 Calculation VJW18.1Temperature, Lab Ambient
Total Recoverable Metals by ICP (E200.7)
09/25/20 16:230.050 mg/L 1 EPA200.7 AES<0.050 0.022Aluminum*
09/25/20 16:230.100 mg/L 1 EPA200.7 AES51.4 0.027Calcium*
09/25/20 16:230.662 mg/L 1 2340 B AES2590.286Hardness as CaCO3
09/25/20 16:230.050 mg/L 1 EPA200.7 AES<0.050 0.016Iron*
09/25/20 16:230.100 mg/L 1 EPA200.7 AES31.8 0.053Magnesium*
09/25/20 16:231.00 mg/L 1 EPA200.7 AES2.75 0.152Potassium*
09/25/20 16:231.00 mg/L 1 EPA200.7 AES21.5 0.174Sodium*
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 4 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
ResultAnalyte RL Analyzed Method Notes DilutionUnits
Levitt Wells
2009173-01 (Water)
AnalystMDL
Total Recoverable Metals by ICPMS (E200.8)
09/29/20 13:280.0020 mg/L 1 EPA200.8 JDA<0.0020 0.0007Antimony*
09/29/20 13:280.0010 mg/L 1 EPA200.8 JDA0.0014 0.0002Arsenic*
09/29/20 13:280.0005 mg/L 1 EPA200.8 JDA0.0672 0.00009Barium*
09/30/20 13:020.0005 mg/L 1 EPA200.8 JDA<0.0005 0.0002Beryllium*
09/29/20 13:280.0005 mg/L 1 EPA200.8 JDA<0.0005 0.0001Cadmium*
09/30/20 13:020.0020 mg/L 1 EPA200.8 JDA<0.0020 0.0007Chromium*
09/30/20 13:020.0100 mg/L 1 EPA200.8 JDA<0.0100 0.0002Copper*
09/29/20 13:280.0005 mg/L 1 EPA200.8 JDA<0.0005 0.0001Lead*
09/30/20 13:020.0020 mg/L 1 EPA200.8 JDA<0.0020 0.0007Manganese*
09/30/20 13:020.0005 mg/L 1 EPA200.8 JDA<0.0005 0.0004Nickel*
09/29/20 13:280.0010 mg/L 1 EPA200.8 JDA<0.0010 0.0006Selenium*
09/29/20 13:280.0005 mg/L 1 EPA200.8 JDA<0.0005 0.0002Thallium*
09/30/20 13:020.0100 mg/L 1 EPA200.8 JDA<0.0100 0.0016Zinc*
Total Mercury by CVAA
09/22/20 13:030.0002 mg/L 1 EPA245.1 LLG<0.0002 0.00001Mercury*
Subcontracted -- Cardinal Laboratories
Organic Compounds
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.121Dichlorodifluoromethane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0720Chloromethane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.148Vinyl chloride*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0950Bromomethane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.182Chloroethane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.277Trichlorofluoromethane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.3961,1-Dichloroethene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.455Methylene chloride*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.152trans-1,2-Dichloroethene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.1191,1-Dichloroethane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0850cis-1,2-Dichloroethene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.2192,2-Dichloropropane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.117Bromochloromethane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0570Chloroform*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.115Carbon tetrachloride*
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 5 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
ResultAnalyte RL Analyzed Method Notes DilutionUnits
Levitt Wells
2009173-01 (Water)
AnalystMDL
Subcontracted -- Cardinal Laboratories
Organic Compounds
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.1041,1,1-Trichloroethane*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.1271,1-Dichloropropene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0900Benzene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.07301,2-Dichloroethane*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.105Trichloroethene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0680Dibromomethane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.05001,2-Dichloropropane*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0980Bromodichloromethane*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0470cis-1,3-Dichloropropene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.147Toluene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.111Tetrachloroethene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.119trans-1,3-Dichloropropene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.1091,1,2-Trichloroethane*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0840Dibromochloromethane*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.06701,3-Dichloropropane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0880Chlorobenzene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0700Ethylbenzene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.08101,1,1,2-Tetrachloroethane
09/23/20 12:071.00 ug/L 1 524.2 MS<1.00 0.367m+p - Xylene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0790o-Xylene*
09/23/20 12:071.50 ug/L 1 524.2 MS<1.50 0.446Total Xylenes*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.150Bromoform*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0650Styrene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0600Isopropylbenzene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0640Bromobenzene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0610n-Propylbenzene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.1681,1,2,2-Tetrachloroethane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.08402-Chlorotoluene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.1001,2,3-Trichloropropane
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.2231,3,5-Trimethylbenzene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.06404-Chlorotoluene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0810tert-Butylbenzene
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 6 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
ResultAnalyte RL Analyzed Method Notes DilutionUnits
Levitt Wells
2009173-01 (Water)
AnalystMDL
Subcontracted -- Cardinal Laboratories
Organic Compounds
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.2541,2,4-Trimethylbenzene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0780sec-Butylbenzene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0940p-Isopropyltoluene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.05101,3-Dichlorobenzene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.1181,4 Dichlorobenzene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.0560n-Butylbenzene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.07101,2-Dichlorobenzene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.177Hexachlorobutadiene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.1161,2,4-Trichlorobenzene*
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.140Naphthalene
09/23/20 12:070.500 ug/L 1 524.2 MS<0.500 0.1091,2,3-Trichlorobenzene
09/23/20
12:07
82.4-141118 %Surrogate: Dibromofluoromethane 524.2 MS
09/23/20
12:07
87.1-11098.9 %Surrogate: Toluene-d8 524.2 MS
09/23/20
12:07
76.4-11499.4 %Surrogate: 4-Bromofluorobenzene 524.2 MS
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 7 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
General Chemistry - Quality Control
Batch B201887 - General Prep - Wet Chem
Prepared: 09/18/20 Analyzed: 09/21/20 Blank (B201887-BLK1)
Cyanide, Total ND 0.0100 mg/L
Prepared: 09/18/20 Analyzed: 09/21/20 LCS (B201887-BS1)
Cyanide, Total 0.100 0.0100 0.100 90-110100mg/L
Prepared: 09/18/20 Analyzed: 09/21/20 LCS Dup (B201887-BSD1)
Cyanide, Total 0.0995 0.0100 0.100 2090-11099.5 0.501mg/L
Batch B201895 - General Prep - Wet Chem
Prepared & Analyzed: 09/16/20 Blank (B201895-BLK1)
Nitrate as N ND 0.020 mg/L
Nitrite as N ND 0.020 mg/L
Prepared & Analyzed: 09/16/20 LCS (B201895-BS1)
Nitrate as N 0.933 0.020 1.00 90-11093.3mg/L
Nitrite as N 1.01 0.020 1.00 90-110101mg/L
Prepared & Analyzed: 09/16/20 LCS Dup (B201895-BSD1)
Nitrate as N 0.931 0.020 1.00 2090-11093.1 0.182mg/L
Nitrite as N 1.02 0.020 1.00 2090-110102 0.531mg/L
Batch B201900 - General Prep - Wet Chem
Prepared: 09/16/20 Analyzed: 09/18/20 Blank (B201900-BLK1)
Phosphorus, Total ND 0.0500 mg P/L
Prepared: 09/16/20 Analyzed: 09/18/20 LCS (B201900-BS1)
Phosphorus, Total 2.72 0.0500 25.0 90-11010.9mg P/L
Prepared: 09/16/20 Analyzed: 09/18/20 LCS Dup (B201900-BSD1)
Phosphorus, Total 2.64 0.0500 25.0 2090-11010.6 2.76mg P/L
Batch B201903 - General Prep - Wet Chem
Prepared & Analyzed: 09/16/20 Source: 2009168-01Duplicate (B201903-DUP1)
pH 7.09 7.04 200.708pH Units
Prepared & Analyzed: 09/16/20 Reference (B201903-SRM1)
pH 7.01 7.00 98.5-101.4100pH Units
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 8 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
General Chemistry - Quality Control
(Continued)
Batch B201914 - General Prep - Wet Chem
Prepared & Analyzed: 09/18/20 Blank (B201914-BLK1)
Total Dissolved Solids ND 10.0 mg/L
Prepared & Analyzed: 09/18/20 Source: 2009173-01Duplicate (B201914-DUP1)
Total Dissolved Solids 335 10.0 345 202.94mg/L
Prepared & Analyzed: 09/18/20 Reference (B201914-SRM1)
Total Dissolved Solids 360 10.0 380 85-11594.7mg/L
Batch B201915 - General Prep - Wet Chem
Prepared & Analyzed: 09/18/20 Blank (B201915-BLK1)
Alkalinity, Total as CaCO3 ND 10.0 mg/L
Prepared & Analyzed: 09/18/20 LCS (B201915-BS1)
Alkalinity, Total as CaCO3 97.0 10.0 100 85-11597.0mg/L
Prepared & Analyzed: 09/18/20 LCS Dup (B201915-BSD1)
Alkalinity, Total as CaCO3 101 10.0 100 2085-115101 4.04mg/L
Batch B201924 - General Prep - Wet Chem
Prepared: 09/18/20 Analyzed: 09/23/20 Blank (B201924-BLK1)
Ammonia as N ND 0.100 mg NH3-N/L
Prepared: 09/18/20 Analyzed: 09/23/20 LCS (B201924-BS1)
Ammonia as N 2.63 0.100 2.50 90-110105mg NH3-N/L
Prepared: 09/18/20 Analyzed: 09/23/20 LCS Dup (B201924-BSD1)
Ammonia as N 2.62 0.100 2.50 2090-110105 0.465mg NH3-N/L
Batch B201943 - General Prep - Wet Chem
Prepared & Analyzed: 09/22/20 Blank (B201943-BLK1)
Sulfide ND 0.0500 mg/L
Prepared & Analyzed: 09/22/20 LCS (B201943-BS1)
Sulfide 0.238 0.0500 0.250 85-11595.2mg/L
Prepared & Analyzed: 09/22/20 LCS Dup (B201943-BSD1)
Sulfide 0.240 0.0500 0.250 2085-11596.0 0.837mg/L
Batch B201995 - General Prep - Wet Chem
Prepared & Analyzed: 09/23/20 Blank (B201995-BLK1)
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 9 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
General Chemistry - Quality Control
(Continued)
Batch B201995 - General Prep - Wet Chem (Continued)
Prepared & Analyzed: 09/23/20 Blank (B201995-BLK1) (Continued)
Bromide ND 0.100 mg/L
Chloride ND 1.00 mg/L
Fluoride ND 0.100 mg/L
Sulfate ND 1.00 mg/L
Prepared & Analyzed: 09/23/20 LCS (B201995-BS1)
Bromide 2.45 0.100 2.50 90-11097.9mg/L
Chloride 24.0 1.00 25.0 90-11095.9mg/L
Fluoride 2.56 0.100 2.50 90-110103mg/L
Sulfate 24.6 1.00 25.0 90-11098.3mg/L
Prepared & Analyzed: 09/23/20 LCS Dup (B201995-BSD1)
Bromide 2.45 0.100 2.50 2090-11098.2 0.286mg/L
Chloride 23.8 1.00 25.0 2090-11095.2 0.728mg/L
Fluoride 2.58 0.100 2.50 2090-110103 0.739mg/L
Sulfate 24.7 1.00 25.0 2090-11098.7 0.434mg/L
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 10 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Total Recoverable Metals by ICP (E200.7) - Quality Control
Batch B201993 - Total Rec. 200.7/200.8/200.2
Prepared: 09/23/20 Analyzed: 09/25/20 Blank (B201993-BLK1)
Aluminum ND 0.050 mg/L
Calcium ND 0.100 mg/L
Iron ND 0.050 mg/L
Magnesium ND 0.100 mg/L
Potassium ND 1.00 mg/L
Sodium ND 1.00 mg/L
Prepared: 09/23/20 Analyzed: 09/25/20 LCS (B201993-BS1)
Aluminum 4.02 0.050 4.00 85-115101mg/L
Calcium 4.12 0.100 4.00 85-115103mg/L
Iron 3.95 0.050 4.00 85-11598.8mg/L
Magnesium 21.2 0.100 20.0 85-115106mg/L
Potassium 8.26 1.00 8.00 85-115103mg/L
Sodium 3.41 1.00 3.24 85-115105mg/L
Prepared: 09/23/20 Analyzed: 09/25/20 LCS Dup (B201993-BSD1)
Aluminum 4.02 0.050 4.00 2085-115101 0.0719mg/L
Calcium 4.12 0.100 4.00 2085-115103 0.0685mg/L
Iron 3.93 0.050 4.00 2085-11598.3 0.507mg/L
Magnesium 21.2 0.100 20.0 2085-115106 0.0774mg/L
Potassium 8.28 1.00 8.00 2085-115104 0.296mg/L
Sodium 3.39 1.00 3.24 2085-115105 0.521mg/L
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 11 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Total Recoverable Metals by ICPMS (E200.8) - Quality Control
Batch B201994 - Total Rec. 200.7/200.8/200.2
Prepared: 09/23/20 Analyzed: 09/29/20 Blank (B201994-BLK1)
Antimony ND 0.0020 mg/L
Arsenic ND 0.0010 mg/L
Barium ND 0.0005 mg/L
Beryllium ND 0.0005 mg/L
Cadmium ND 0.0005 mg/L
Chromium ND 0.0020 mg/L
Copper ND 0.0005 mg/L
Lead ND 0.0005 mg/L
Manganese ND 0.0020 mg/L
Nickel ND 0.0005 mg/L
Selenium ND 0.0010 mg/L
Thallium ND 0.0005 mg/L
Zinc ND 0.0100 mg/L
Prepared: 09/23/20 Analyzed: 09/29/20 LCS (B201994-BS1)
Antimony 0.0520 0.0020 0.0500 85-115104mg/L
Arsenic 0.0482 0.0010 0.0500 85-11596.3mg/L
Barium 0.0487 0.0005 0.0500 85-11597.4mg/L
Beryllium 0.0462 0.0005 0.0500 85-11592.3mg/L
Cadmium 0.0504 0.0005 0.0500 85-115101mg/L
Chromium 0.0554 0.0020 0.0500 85-115111mg/L
Copper 0.0520 0.0005 0.0500 85-115104mg/L
Lead 0.0503 0.0005 0.0500 85-115101mg/L
Manganese 0.0521 0.0020 0.0500 85-115104mg/L
Nickel 0.0503 0.0005 0.0500 85-115101mg/L
Selenium 0.259 0.0010 0.250 85-115104mg/L
Thallium 0.0482 0.0005 0.0500 85-11596.3mg/L
Zinc 0.0532 0.0100 0.0500 85-115106mg/L
Prepared: 09/23/20 Analyzed: 09/29/20 LCS Dup (B201994-BSD1)
Antimony 0.0568 0.0020 0.0500 2085-115114 8.73mg/L
Arsenic 0.0532 0.0010 0.0500 2085-115106 9.90mg/L
Barium 0.0524 0.0005 0.0500 2085-115105 7.37mg/L
Beryllium 0.0456 0.0005 0.0500 2085-11591.2 1.20mg/L
Cadmium 0.0547 0.0005 0.0500 2085-115109 8.20mg/L
Chromium 0.0566 0.0020 0.0500 2085-115113 2.26mg/L
Copper 0.0561 0.0005 0.0500 2085-115112 7.56mg/L
Lead 0.0559 0.0005 0.0500 2085-115112 10.5mg/L
Manganese 0.0568 0.0020 0.0500 2085-115114 8.54mg/L
Nickel 0.0561 0.0005 0.0500 2085-115112 10.8mg/L
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 12 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Total Recoverable Metals by ICPMS (E200.8) - Quality Control
(Continued)
Batch B201994 - Total Rec. 200.7/200.8/200.2 (Continued)
Prepared: 09/23/20 Analyzed: 09/29/20 LCS Dup (B201994-BSD1) (Continued)
Selenium 0.277 0.0010 0.250 2085-115111 6.86mg/L
Thallium 0.0554 0.0005 0.0500 2085-115111 14.0mg/L
Zinc 0.0491 0.0100 0.0500 2085-11598.3 7.91mg/L
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Total Mercury by CVAA - Quality Control
Batch B201931 - EPA 245.1/7470
Prepared: 09/18/20 Analyzed: 09/22/20 Blank (B201931-BLK1)
Mercury ND 0.0002 mg/L
Prepared: 09/18/20 Analyzed: 09/22/20 LCS (B201931-BS1)
Mercury 0.0047 0.0002 0.00500 85-11594.5mg/L
Prepared: 09/18/20 Analyzed: 09/22/20 LCS Dup (B201931-BSD1)
Mercury 0.0047 0.0002 0.00500 2085-11593.2 1.47mg/L
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 13 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Organic Compounds - Quality Control
Batch 0092202 - Volatiles
Prepared & Analyzed: 09/22/20 Blank (0092202-BLK1)
1,1,1,2-Tetrachloroethane ND 0.500 ug/L
1,1,1-Trichloroethane ND 0.500 ug/L
1,1,2,2-Tetrachloroethane ND 0.500 ug/L
1,1,2-Trichloroethane ND 0.500 ug/L
1,1-Dichloroethane ND 0.500 ug/L
1,1-Dichloroethene ND 0.500 ug/L
1,1-Dichloropropene ND 0.500 ug/L
1,2,3-Trichlorobenzene ND 0.500 ug/L
1,2,3-Trichloropropane ND 0.500 ug/L
1,2,4-Trichlorobenzene ND 0.500 ug/L
1,2,4-Trimethylbenzene ND 0.500 ug/L
1,2-Dichlorobenzene ND 0.500 ug/L
1,2-Dichloroethane ND 0.500 ug/L
1,2-Dichloropropane ND 0.500 ug/L
1,3,5-Trimethylbenzene ND 0.500 ug/L
1,3-Dichlorobenzene ND 0.500 ug/L
1,3-Dichloropropane ND 0.500 ug/L
1,4 Dichlorobenzene ND 0.500 ug/L
2,2-Dichloropropane ND 0.500 ug/L
2-Chlorotoluene ND 0.500 ug/L
25.0 76.4-114Surrogate: 4-Bromofluorobenzene 99.424.8 ug/L
4-Chlorotoluene ND 0.500 ug/L
Benzene ND 0.500 ug/L
Bromobenzene ND 0.500 ug/L
Bromochloromethane ND 0.500 ug/L
Bromodichloromethane ND 0.500 ug/L
Bromoform ND 0.500 ug/L
Bromomethane ND 0.500 ug/L
Carbon tetrachloride ND 0.500 ug/L
Chlorobenzene ND 0.500 ug/L
Chloroethane ND 0.500 ug/L
Chloroform ND 0.500 ug/L
Chloromethane ND 0.500 ug/L
cis-1,2-Dichloroethene ND 0.500 ug/L
cis-1,3-Dichloropropene ND 0.500 ug/L
Dibromochloromethane ND 0.500 ug/L
25.0 82.4-141Surrogate: Dibromofluoromethane 11428.5 ug/L
Dibromomethane ND 0.500 ug/L
Dichlorodifluoromethane ND 0.500 ug/L
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 14 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Organic Compounds - Quality Control
(Continued)
Batch 0092202 - Volatiles (Continued)
Prepared & Analyzed: 09/22/20 Blank (0092202-BLK1) (Continued)
Ethylbenzene ND 0.500 ug/L
Hexachlorobutadiene ND 0.500 ug/L
Isopropylbenzene ND 0.500 ug/L
m+p - Xylene ND 1.00 ug/L
Methylene chloride ND 0.500 ug/L
Naphthalene ND 0.500 ug/L
n-Butylbenzene ND 0.500 ug/L
n-Propylbenzene ND 0.500 ug/L
o-Xylene ND 0.500 ug/L
p-Isopropyltoluene ND 0.500 ug/L
sec-Butylbenzene ND 0.500 ug/L
Styrene ND 0.500 ug/L
tert-Butylbenzene ND 0.500 ug/L
Tetrachloroethene ND 0.500 ug/L
Toluene ND 0.500 ug/L
25.0 87.1-110Surrogate: Toluene-d8 98.524.6 ug/L
Total Xylenes ND 1.50 ug/L
trans-1,2-Dichloroethene ND 0.500 ug/L
trans-1,3-Dichloropropene ND 0.500 ug/L
Trichloroethene ND 0.500 ug/L
Trichlorofluoromethane ND 0.500 ug/L
Vinyl chloride ND 0.500 ug/L
Prepared & Analyzed: 09/22/20 LCS (0092202-BS1)
1,1,1,2-Tetrachloroethane 22.2 0.500 20.0 77.2-132111ug/L
1,1,1-Trichloroethane 21.7 0.500 20.0 84.9-121108ug/L
1,1,2,2-Tetrachloroethane 20.3 0.500 20.0 83-118102ug/L
1,1,2-Trichloroethane 20.9 0.500 20.0 85.8-121105ug/L
1,1-Dichloroethane 22.7 0.500 20.0 82.3-134113ug/L
1,1-Dichloroethene 19.6 0.500 20.0 69.4-13598.0ug/L
1,1-Dichloropropene 20.7 0.500 20.0 79-126104ug/L
1,2,3-Trichlorobenzene 20.4 0.500 20.0 66-144102ug/L
1,2,3-Trichloropropane 20.0 0.500 20.0 8.33-216100ug/L
1,2,4-Trichlorobenzene 20.9 0.500 20.0 66-139105ug/L
1,2,4-Trimethylbenzene 21.4 0.500 20.0 85.2-120107ug/L
1,2-Dichlorobenzene 20.2 0.500 20.0 85.1-112101ug/L
1,2-Dichloroethane 22.0 0.500 20.0 80.8-125110ug/L
1,2-Dichloropropane 21.6 0.500 20.0 83.2-124108ug/L
1,3,5-Trimethylbenzene 21.2 0.500 20.0 84.3-120106ug/L
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 15 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Organic Compounds - Quality Control
(Continued)
Batch 0092202 - Volatiles (Continued)
Prepared & Analyzed: 09/22/20 LCS (0092202-BS1) (Continued)
1,3-Dichlorobenzene 20.1 0.500 20.0 84.9-110100ug/L
1,3-Dichloropropane 21.4 0.500 20.0 88.8-117107ug/L
1,4 Dichlorobenzene 19.2 0.500 20.0 80.9-11296.2ug/L
2,2-Dichloropropane 24.5 0.500 20.0 59.7-146123ug/L
2-Chlorotoluene 20.6 0.500 20.0 84.7-117103ug/L
25.0 76.4-114Surrogate: 4-Bromofluorobenzene 99.724.9 ug/L
4-Chlorotoluene 20.4 0.500 20.0 81.8-122102ug/L
Benzene 21.1 0.500 20.0 85.9-114105ug/L
Bromobenzene 20.3 0.500 20.0 85.7-113101ug/L
Bromochloromethane 23.7 0.500 20.0 74.2-140119ug/L
Bromodichloromethane 23.4 0.500 20.0 82-126117ug/L
Bromoform 25.9 0.500 20.0 80.3-140130ug/L
Bromomethane 20.9 0.500 20.0 69.3-136105ug/L
Carbon tetrachloride 22.2 0.500 20.0 85.8-125111ug/L
Chlorobenzene 20.9 0.500 20.0 88.8-112104ug/L
Chloroethane 21.6 0.500 20.0 73.8-135108ug/L
Chloroform 22.5 0.500 20.0 88.1-124112ug/L
Chloromethane 23.0 0.500 20.0 59.9-154115ug/L
cis-1,2-Dichloroethene 20.7 0.500 20.0 85.8-117104ug/L
cis-1,3-Dichloropropene 21.9 0.500 20.0 84.6-125110ug/L
Dibromochloromethane 22.7 0.500 20.0 88.2-121114ug/L
25.0 82.4-141Surrogate: Dibromofluoromethane 10927.1 ug/L
Dibromomethane 22.7 0.500 20.0 73.5-132114ug/L
Dichlorodifluoromethane 17.8 0.500 20.0 63.3-13289.0ug/L
Ethylbenzene 20.7 0.500 20.0 81.8-127104ug/L
Hexachlorobutadiene 19.0 0.500 20.0 52.9-15294.8ug/L
Isopropylbenzene 20.4 0.500 20.0 75.7-136102ug/L
m+p - Xylene 41.6 1.00 40.0 72.4-134104ug/L
Methylene chloride 22.1 0.500 20.0 74.8-131111ug/L
Naphthalene 19.0 0.500 20.0 59.3-14094.9ug/L
n-Butylbenzene 19.6 0.500 20.0 70.1-13698.0ug/L
n-Propylbenzene 20.8 0.500 20.0 83-121104ug/L
o-Xylene 20.9 0.500 20.0 76.2-135104ug/L
p-Isopropyltoluene 20.2 0.500 20.0 81.8-124101ug/L
sec-Butylbenzene 20.1 0.500 20.0 78.4-128100ug/L
Styrene 21.6 0.500 20.0 75.7-128108ug/L
tert-Butylbenzene 21.2 0.500 20.0 90.8-119106ug/L
Tetrachloroethene 16.3 0.500 20.0 66.8-12681.3ug/L
Toluene 20.2 0.500 20.0 78.8-121101ug/L
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 16 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Organic Compounds - Quality Control
(Continued)
Batch 0092202 - Volatiles (Continued)
Prepared & Analyzed: 09/22/20 LCS (0092202-BS1) (Continued)
25.0 87.1-110Surrogate: Toluene-d8 10125.3 ug/L
Total Xylenes 62.5 1.50 60.0 74.3-134104ug/L
trans-1,2-Dichloroethene 20.8 0.500 20.0 80.4-125104ug/L
trans-1,3-Dichloropropene 22.8 0.500 20.0 84-128114ug/L
Trichloroethene 18.5 0.500 20.0 73.1-11792.6ug/L
Trichlorofluoromethane 21.4 0.500 20.0 71.9-138107ug/L
Vinyl chloride 20.0 0.500 20.0 73.4-137100ug/L
Prepared & Analyzed: 09/22/20 LCS Dup (0092202-BSD1)
1,1,1,2-Tetrachloroethane 22.2 0.500 20.0 2077.2-132111 0.00ug/L
1,1,1-Trichloroethane 21.3 0.500 20.0 2084.9-121107 1.77ug/L
1,1,2,2-Tetrachloroethane 20.7 0.500 20.0 2083-118104 1.80ug/L
1,1,2-Trichloroethane 20.7 0.500 20.0 2085.8-121103 1.25ug/L
1,1-Dichloroethane 22.4 0.500 20.0 2082.3-134112 1.51ug/L
1,1-Dichloroethene 19.7 0.500 20.0 2069.4-13598.4 0.407ug/L
1,1-Dichloropropene 19.4 0.500 20.0 2079-12697.2 6.38ug/L
1,2,3-Trichlorobenzene 18.5 0.500 20.0 2066-14492.7 9.36ug/L
1,2,3-Trichloropropane 19.7 0.500 20.0 208.33-21698.6 1.56ug/L
1,2,4-Trichlorobenzene 19.0 0.500 20.0 2066-13994.8 9.73ug/L
1,2,4-Trimethylbenzene 20.8 0.500 20.0 2085.2-120104 2.89ug/L
1,2-Dichlorobenzene 20.1 0.500 20.0 2085.1-112100 0.645ug/L
1,2-Dichloroethane 21.0 0.500 20.0 2080.8-125105 4.37ug/L
1,2-Dichloropropane 21.1 0.500 20.0 2083.2-124105 2.48ug/L
1,3,5-Trimethylbenzene 20.6 0.500 20.0 2084.3-120103 2.88ug/L
1,3-Dichlorobenzene 20.0 0.500 20.0 2084.9-110100 0.499ug/L
1,3-Dichloropropane 20.6 0.500 20.0 2088.8-117103 3.86ug/L
1,4 Dichlorobenzene 19.0 0.500 20.0 2080.9-11294.9 1.41ug/L
2,2-Dichloropropane 24.5 0.500 20.0 2059.7-146122 0.163ug/L
2-Chlorotoluene 20.5 0.500 20.0 2084.7-117103 0.486ug/L
25.0 76.4-114Surrogate: 4-Bromofluorobenzene 10025.1 ug/L
4-Chlorotoluene 20.2 0.500 20.0 2081.8-122101 0.788ug/L
Benzene 20.5 0.500 20.0 2085.9-114102 3.03ug/L
Bromobenzene 20.0 0.500 20.0 2085.7-11399.9 1.39ug/L
Bromochloromethane 23.0 0.500 20.0 2074.2-140115 3.08ug/L
Bromodichloromethane 22.3 0.500 20.0 2082-126112 4.64ug/L
Bromoform 25.9 0.500 20.0 2080.3-140130 0.116ug/L
Bromomethane 20.1 0.500 20.0 2069.3-136100 4.15ug/L
Carbon tetrachloride 21.5 0.500 20.0 2085.8-125108 3.02ug/L
Chlorobenzene 20.3 0.500 20.0 2088.8-112101 2.82ug/L
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 17 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Organic Compounds - Quality Control
(Continued)
Batch 0092202 - Volatiles (Continued)
Prepared & Analyzed: 09/22/20 LCS Dup (0092202-BSD1) (Continued)
Chloroethane 20.8 0.500 20.0 2073.8-135104 4.15ug/L
Chloroform 21.9 0.500 20.0 2088.1-124109 2.75ug/L
Chloromethane 19.0 0.500 20.0 2059.9-15495.2 19.0ug/L
cis-1,2-Dichloroethene 20.1 0.500 20.0 2085.8-117100 3.04ug/L
cis-1,3-Dichloropropene 21.2 0.500 20.0 2084.6-125106 3.62ug/L
Dibromochloromethane 22.4 0.500 20.0 2088.2-121112 1.37ug/L
25.0 82.4-141Surrogate: Dibromofluoromethane 10927.2 ug/L
Dibromomethane 21.8 0.500 20.0 2073.5-132109 4.13ug/L
Dichlorodifluoromethane 16.8 0.500 20.0 2063.3-13284.0 5.72ug/L
Ethylbenzene 20.5 0.500 20.0 2081.8-127102 1.26ug/L
Hexachlorobutadiene 17.3 0.500 20.0 2052.9-15286.6 8.93ug/L
Isopropylbenzene 20.5 0.500 20.0 2075.7-136102 0.196ug/L
m+p - Xylene 41.0 1.00 40.0 2072.4-134102 1.53ug/L
Methylene chloride 21.6 0.500 20.0 2074.8-131108 2.24ug/L
Naphthalene 18.0 0.500 20.0 2059.3-14089.8 5.58ug/L
n-Butylbenzene 19.0 0.500 20.0 2070.1-13695.2 3.00ug/L
n-Propylbenzene 20.3 0.500 20.0 2083-121101 2.29ug/L
o-Xylene 20.6 0.500 20.0 2076.2-135103 1.30ug/L
p-Isopropyltoluene 19.7 0.500 20.0 2081.8-12498.4 2.85ug/L
sec-Butylbenzene 19.8 0.500 20.0 2078.4-12898.9 1.51ug/L
Styrene 21.4 0.500 20.0 2075.7-128107 1.30ug/L
tert-Butylbenzene 20.9 0.500 20.0 2090.8-119104 1.48ug/L
Tetrachloroethene 16.4 0.500 20.0 2066.8-12682.0 0.796ug/L
Toluene 19.9 0.500 20.0 2078.8-12199.3 1.60ug/L
25.0 87.1-110Surrogate: Toluene-d8 10025.0 ug/L
Total Xylenes 61.6 1.50 60.0 2074.3-134103 1.45ug/L
trans-1,2-Dichloroethene 20.6 0.500 20.0 2080.4-125103 0.580ug/L
trans-1,3-Dichloropropene 22.4 0.500 20.0 2084-128112 1.55ug/L
Trichloroethene 18.1 0.500 20.0 2073.1-11790.4 2.40ug/L
Trichlorofluoromethane 21.2 0.500 20.0 2071.9-138106 1.13ug/L
Vinyl chloride 19.3 0.500 20.0 2073.4-13796.4 3.77ug/L
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 18 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Project:
Project Name / Number:
Project Manager:
Reported:
SGM
555 Rivergate Lane, SuiteB4-82 Ascendigo Levitt Wells
Bailey Leppek
Public DW Full Suite
10/14/20 15:29Durango CO, 81301
dzufelt@greenanalytical.com p: 970.247.4220 f: 970.247.4227 75 Suttle Street Durango, CO 81303
www.GreenAnalytical.com
Notes and Definitions
DET
Sample results reported on a dry weight basis
Relative Percent DifferenceRPD
dry
Not ReportedNR
Analyte NOT DETECTED at or above the reporting limitND
Analyte DETECTED
*Results reported on as received basis unless designated as dry.
Laboratory Control Sample (Blank Spike)LCS
RL
MDL
Report Limit
Method Detection Limit
Debbie Zufelt, Reports Manager
Green Analytical Laboratories The results in this report apply to the samples analyzed in accordance with the chain of
custody document. This analytical report must be reproduced in its entirety. In no event
shall Green Analytical Laboratories be liable for incidental or consequential damages .
GALs liability, and clients exclusive remedy for any claim arising, shall be limited to the
amount paid by client for analyses. All claims, including those for negligence and any other
cause whatsoever, shall be deemed waived unless made in writing and received within
thirty days after completion of the applicable service.
Page 19 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Page 20 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
EMSL Analytical, Inc.
200 Route 130 North Cinnaminson, NJ 08077
Phone/Fax: (800) 220-3675 / (856) 786-5974
http://www.EMSL.com / cinnasblab@EMSL.com
GRNA25
042022572
GA20-363
EMSL Order ID:
Customer ID:
Customer PO:
Project ID:
Attn: Phone: (970) 247-4220
Fax:
Received: 09/17/2020
Analyzed: 10/01/2020
Debbie Zufelt
Green Analytical
75 Suttle Street
Durango, CO 81303
2009-173.01Proj:
Test Report: Determination of Asbestos Structures >10m in Drinking Water
Performed by the 100.2 Method (EPA 600/R-94/134)
Sample
Filtration
Date/Time
Sample ID
Client / EMSL
ASBESTOS
Confidence
Limits
ConcentrationAnalytical
Sensitivity
Fibers
Detected
Asbestos
TypesArea
Analyzed
(mm†)
Effective
Filter
Area
(mm†)
Original
Sample Vol.
Filtered
(ml)MFL (million fibers per liter)
0.19ND <0.19 0.00 - 0.70None Detected9/17/2020
11:00 AM
1365 0.143050Levitt Wells
042022572-0001
09/15/2020 13:34 PMCollection Date/Time:
Page 1 of 1Test Report: TEM100.2-2.2.0.2 Printed: 10/01/2020 06:46PM
Analyst(s)
Samantha Rundstrom, Laboratory Manager
or Other Approved Signatory
Any questions please contact Samantha Rundstrom-Cruz.
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may
not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the
samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within
quality control criteria and met method specifications unless otherwise noted. Estimation of uncertainty is available on request. Sample collection and containers provided by the client,
acceptable bottle blank level is defined as 0.01MFL>10um. ND=None Detected. No Fibers Detected: the value will be reported as less than 369% of the concentration equivalent to one
fiber. 1 to 4 fibers: The result will be reported as less than the corresponding upper 95% confidence limit (Poisson),5 to 30 fibers: Mean and 95% confidence intervals will be reported on the
basis of the Poisson assumption. When more than 30 fibers are counted, both the Gaussian 95% confidence interval and the Poisson 95% confidence interval will be calculated. The large
of these two intervals will be selected for data reporting. When the Gaussian 95% confidence interval is selected for data reporting, the Poisson will also be noted.
Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NELAC NYS ELAP 10872, NJ DEP 03036, FL DOH E87975, PA ID# 68-00367
Debbie Little (1)
Initial report from: 10/01/2020 18:46:46
Page 21 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
LABORATORY REPORT
This report may not be reproduced, except in full, without written approval from EEA.
If you have any questions concerning this report, please do not hesitate to call us at
(800) 332-4345 or (574) 233-4777.
Page 1 of 6Page 22 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Revision date:09/29/2020
STATE CERTIFICATION LIST
State Certification State Certification
Alabama 40700 Missouri 880
Alaska IN00035 Montana CERT0026
Arizona AZ0432 Nebraska NE-OS-05-04
Arkansas IN00035 Nevada IN00035
California 2920 New Hampshire* 2124
Colorado IN00035 New Jersey* IN598
Colorado Radiochemistry IN00035 New Mexico IN00035
Connecticut PH-0132 New York* 11398
Delaware IN035 North Carolina 18700
Florida(Primary AB)* E87775 North Dakota R-035
Georgia 929 Ohio 87775
Hawaii IN035 Oklahoma D9508
Idaho IN00035 Oregon* 4156
Illinois* 200001 Pennsylvania* 68-00466
Illinois Microbiology 17767 Puerto Rico IN00035
Illinois Radiochemistry IN00035 Rhode Island LAO00343
Indiana Chemistry C-71-01 South Carolina 95005
Indiana Microbiology M-76-07 South Dakota IN00035
Iowa 098 Tennessee TN02973
Kansas* E-10233 Texas* T104704187
Kentucky 90056 Texas/TCEQ TX207
Louisiana* LA014 Utah* IN00035
Maine IN00035 Vermont VT-8775
Maryland 209 Virginia* 460275
Massachusetts M-IN035 Washington C837
Michigan 9926 West Virginia 9927 C
Minnesota* 018-999-338 Wisconsin 999766900
Mississippi IN035 Wyoming IN035
EPA IN00035
*NELAP/TNI Recognized Accreditation Bodies
Page 2 of 6Page 23 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Laboratory Report
Client:
Attn:
Report:
Priority:
Status:
PW S ID:
Green Analytical Laboratories
Debbie Zufelt
75 Suttle Street
498426
Not Supplied
Standard W ritten
Final
Durango, CO 81303
110 South Hill Street
South Bend, IN 46617
Tel: (574) 233-4777
Fax: (574) 233-8207
1 800 332 4345
*NR = The chlorine demand was not performed for this
analytical sample, at the request of the client.
EEA
ID #
Client ID Method Collected
Date / Time
Collected
By:
Received
Date / Time
4727862 Levitt Wells 525.2 09/15/20 13:34 Client 09/17/20 10:00
4727863 Levitt Wells 547 09/15/20 13:34 Client 09/17/20 10:00
Sample Information
Report Summary
Detailed quantitative results are presented on the following pages. The results presented relate only to the samples provided for
analysis.
W e appreciate the opportunity to provide you with this analysis . If you have any questions concerning this report, please do not
hesitate to call Shea Greiner at (574) 233-4777.
Note: This report may not be reproduced, except in full, without written approval from EEA.
Client Name:
Report #:
Green Analytical Laboratories
498426
Authorized Signature Title Date
10/05/2020
Page 1 of 3
Page 3 of 6Page 24 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Client Name:Report #:498426Green Analytical Laboratories
Sampling Point:PW S ID:Levitt W ells Not Supplied
Semi-volatile Organic Chemicals
Analyte
ID #
Analyte Method Reg
Limit
MRL Result Units Preparation
Date
Analyzed EEA
ID #
472786209/29/20 16:0409/28/20 08:31ug/L< 0.10.12 *525.2Alachlor15972-60-8
472786209/29/20 16:0409/28/20 08:31ug/L< 0.10.1---525.2Aldrin309-00-2
472786209/29/20 16:0409/28/20 08:31ug/L< 0.10.13 *525.2Atrazine1912-24-9
472786209/29/20 16:0409/28/20 08:31ug/L< 0.020.020.2 *525.2Benzo(a)pyrene50-32-8
472786209/29/20 16:0409/28/20 08:31ug/L< 0.020.020.2 *525.2gamma-BHC (Lindane)58-89-9
472786209/29/20 16:0409/28/20 08:31ug/L< 0.10.1---525.2Butachlor23184-66-9
472786209/29/20 16:0409/28/20 08:31ug/L< 0.10.1---525.2Dieldrin60-57-1
472786209/29/20 16:0409/28/20 08:31ug/L< 0.60.6400 *525.2Di(2-ethylhexyl)adipate103-23-1
472786209/29/20 16:0409/28/20 08:31ug/L< 0.60.66 *525.2Di(2-ethylhexyl)phthalate117-81-7
472786209/29/20 16:0409/28/20 08:31ug/L< 0.010.012 *525.2Endrin72-20-8
472786209/29/20 16:0409/28/20 08:31ug/L< 0.040.040.4 *525.2Heptachlor76-44-8
472786209/29/20 16:0409/28/20 08:31ug/L< 0.020.020.2 *525.2Heptachlor epoxide1024-57-3
472786209/29/20 16:0409/28/20 08:31ug/L< 0.10.11 *525.2Hexachlorobenzene118-74-1
472786209/29/20 16:0409/28/20 08:31ug/L< 0.10.150 *525.2Hexachlorocyclopentadiene77-47-4
472786209/29/20 16:0409/28/20 08:31ug/L< 0.10.140 *525.2Methoxychlor72-43-5
472786209/29/20 16:0409/28/20 08:31ug/L< 0.10.1---525.2Metolachlor51218-45-2
472786209/29/20 16:0409/28/20 08:31ug/L< 0.10.1---525.2Metribuzin21087-64-9
472786209/29/20 16:0409/28/20 08:31ug/L< 0.10.1---525.2Propachlor1918-16-7
472786209/29/20 16:0409/28/20 08:31ug/L< 0.070.074 *525.2Simazine122-34-9
472786309/22/20 21:5009/22/20 12:10ug/L< 6.06.0700 *547Glyphosate1071-83-6
Reg Limit Type:
Symbol:
MCL SMCL AL
*^!
EEA has demonstrated it can achieve these report limits in reagent water, but can not document them in all sample matrices.
Page 2 of 3
Page 4 of 6Page 25 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Client Name:Report #:498426Green Analytical Laboratories
Lab Definitions
Continuing Calibration Check Standard (CCC) / Continuing Calibration Verification (CCV) / Initial Calibration Verification
Standard (ICV) / Initial Performance Check (IPC) - is a standard containing one or more of the target analytes that is prepared
from the same standards used to calibrate the instrument. This standard is used to verify the calibration curve at the beginning of
each analytical sequence, and may also be analyzed throughout and at the end of the sequence. The concentration of continuing
standards may be varied, when prescribed by the reference method, so that the range of the calibration curve is verified on a
regular basis. CCL, CCM, and CCH are the CCC standards at low, mid, and high concentration levels, respectively.
Internal Standards (IS) - are pure compounds with properties similar to the analytes of interest, which are added to field samples
or extracts, calibration standards, and quality control standards at a known concentration. They are used to measure the relative
responses of the analytes of interest and surrogates in the sample, calibration standard or quality control standard.
Laboratory Duplicate (LD) - is a field sample aliquot taken from the same sample container in the laboratory and analyzed
separately using identical procedures. Analysis of laboratory duplicates provides a measure of the precision of the laboratory
procedures.
Laboratory Fortified Blank (LFB) / Laboratory Control Sample (LCS) - is an aliquot of reagent water to which known
concentrations of the analytes of interest are added. The LFB is analyzed exactly the same as the field samples. LFBs are used to
determine whether the method is in control. FBL, FBM, and FBH are the LFB samples at low, mid, and high concentration levels,
respectively.
Laboratory Method Blank (LMB) / Laboratory Reagent Blank (LRB) - is a sample of reagent water included in the sample batch
analyzed in the same way as the associated field samples. The LMB is used to determine if method analytes or other background
contamination have been introduced during the preparation or analytical procedure. The LMB is analyzed exactly the same as the
field samples.
Laboratory Trip Blank (LTB) / Field Reagent Blank (FRB) - is a sample of laboratory reagent water placed in a sample container
in the laboratory and treated as a field sample, including storage, preservation, and all analytical procedures. The FRB/LTB
container follows the collection bottles to and from the collection site, but the FRB/LTB is not opened at any time during the trip.
The FRB/LTB is primarily a travel blank used to verify that the samples were not contaminated during shipment.
If applicable, the calculation of the matrix spike (MS) or matrix spike duplicate (MSD) percent recovery is as follows: (MS or MSD
value - Sample value) * 100 / spike target / dilution factor = Recovery %
Matrix Spike Duplicate Sample (MSD) / Laboratory Fortified Sample Matrix Duplicate (LFSMD) - is a sample aliquot taken
from the same field sample source as the Matrix Spike Sample to which known quantities of the analytes of interest are added in
the laboratory. The MSD is analyzed exactly the same as the field samples. Analysis of the MSD provides a measure of the
precision of the laboratory procedures in a specific matrix. SDL, SDM, and SDH / LFSMDL, LFSMDM, and LFSMDH are the MSD
or LFSMD at low, mid, and high concentration levels, respectively.
Matrix Spike Sample (MS) / Laboratory Fortified Sample Matrix (LFSM) - is a sample aliquot taken from field sample source to
which known quantities of the analytes of interest are added in the laboratory. The MS is analyzed exactly the same as the field
samples. The purpose is to demonstrate recovery of the analytes from a sample matrix to determine if the specific matrix
contributes bias to the analytical results. MSL, MSM, and MSH / LFSML, LFSMM, and LFSMH are the MS or LFSM at low, mid, and
high concentration levels, respectively.
Quality Control Standard (QCS) / Second Source Calibration Verification (SSCV) - is a solution containing known
concentrations of the analytes of interest prepared from a source different from the source of the calibration standards. The solution
is obtained from a second manufacturer or lot if the lot can be demonstrated by the manufacturer as prepared independently from
other lots. The QCS sample is analyzed using the same procedures as field samples. The QCS is used as a check on the
calibration standards used in the method on a routine basis.
Reporting Limit Check (RLC) / Initial Calibration Check Standard (ICCS) - is a procedural standard that is analyzed each day to
evaluate instrument performance at or below the minimum reporting limit (MRL).
Surrogate Standard (SS) / Surrogate Analyte (SUR) - is a pure compound with properties similar to the analytes of interest, which
is highly unlikely to be found in any field sample, that is added to the field samples, calibration standards, blanks and quality control
standards before sample preparation. The SS is used to evaluate the efficiency of the sample preparation process.
Page 3 of 3
Page 5 of 6Page 26 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Page 6 of 6Page 27 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
LABORATORY REPORT
This report may not be reproduced, except in full, without written approval from EEA.
If you have any questions concerning this report, please do not hesitate to call us at
(800) 332-4345 or (574) 233-4777.
Page 1 of 6Page 28 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Revision date:09/29/2020
STATE CERTIFICATION LIST
State Certification State Certification
Alabama 40700 Missouri 880
Alaska IN00035 Montana CERT0026
Arizona AZ0432 Nebraska NE-OS-05-04
Arkansas IN00035 Nevada IN00035
California 2920 New Hampshire* 2124
Colorado IN00035 New Jersey* IN598
Colorado Radiochemistry IN00035 New Mexico IN00035
Connecticut PH-0132 New York* 11398
Delaware IN035 North Carolina 18700
Florida(Primary AB)* E87775 North Dakota R-035
Georgia 929 Ohio 87775
Hawaii IN035 Oklahoma D9508
Idaho IN00035 Oregon* 4156
Illinois* 200001 Pennsylvania* 68-00466
Illinois Microbiology 17767 Puerto Rico IN00035
Illinois Radiochemistry IN00035 Rhode Island LAO00343
Indiana Chemistry C-71-01 South Carolina 95005
Indiana Microbiology M-76-07 South Dakota IN00035
Iowa 098 Tennessee TN02973
Kansas* E-10233 Texas* T104704187
Kentucky 90056 Texas/TCEQ TX207
Louisiana* LA014 Utah* IN00035
Maine IN00035 Vermont VT-8775
Maryland 209 Virginia* 460275
Massachusetts M-IN035 Washington C837
Michigan 9926 West Virginia 9927 C
Minnesota* 018-999-338 Wisconsin 999766900
Mississippi IN035 Wyoming IN035
EPA IN00035
*NELAP/TNI Recognized Accreditation Bodies
Page 2 of 6Page 29 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Laboratory Report
Client:
Attn:
Report:
Priority:
Status:
PW S ID:
Green Analytical Laboratories
Debbie Zufelt
75 Suttle Street
498427
Not Supplied
Standard W ritten
Final
Durango, CO 81303
110 South Hill Street
South Bend, IN 46617
Tel: (574) 233-4777
Fax: (574) 233-8207
1 800 332 4345
*NR = The chlorine demand was not performed for this
analytical sample, at the request of the client.
EEA
ID #
Client ID Method Collected
Date / Time
Collected
By:
Received
Date / Time
4727864 Levitt Wells 7500-Ra B 09/15/20 13:34 Client 09/17/20 10:00
4727864 Levitt Wells 7500-Ra D 09/15/20 13:34 Client 09/17/20 10:00
4727865 Levitt Wells 200.8 09/15/20 13:34 Client 09/17/20 10:00
4727865 Levitt Wells 7110 B 09/15/20 13:34 Client 09/17/20 10:00
Sample Information
Report Summary
Detailed quantitative results are presented on the following pages. The results presented relate only to the samples provided for
analysis.
W e appreciate the opportunity to provide you with this analysis . If you have any questions concerning this report, please do not
hesitate to call Shea Greiner at (574) 233-4777.
Note: This report may not be reproduced, except in full, without written approval from EEA.
Client Name:
Report #:
Green Analytical Laboratories
498427
Authorized Signature Title Date
10/07/2020
Page 1 of 3
Page 3 of 6Page 30 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Client Name:Report #:498427Green Analytical Laboratories
Sampling Point:PW S ID:Levitt W ells Not Supplied
Radionuclides
Analyte
ID #
Analyte Method Reg
Limit
MDA
95**
Result Units Preparation
Date
Analyzed EEA
ID #
MRL
09/30/20 14:2109/30/20 13:00pCi/L7.56 – 0.600.6700.67020.1 *200.8Uranium7440-61-1 4727865
10/01/20 14:4009/23/20 16:35pCi/L12.7 – 4.03.02.1315 *7110 BGross Alpha---4727865
10/01/20 14:4009/23/20 16:35pCi/L6.9 – 3.24.02.9---7110 BGross Beta---4727865
09/29/20 11:3809/23/20 11:56pCi/L0.92 – 0.411.00.23---7500-Ra BRadium-22613982-63-3 4727864
10/02/20 18:5509/23/20 11:56pCi/L0.03 – 0.431.000.46---7500-Ra DRadium-22815262-20-1 4727864
10/02/20 18:5509/23/20 11:56pCi/L0.95 – 0.591.00.465 *calc.Combined Radium---4727864
** Minimum Detectable Activity (MDA95) shall be that concentration which can be counted with a precision of plus or minus 100% at the 95 % confidence level.
Reg Limit Type:
Symbol:
MCL SMCL AL
*^!
EEA has demonstrated it can achieve these report limits in reagent water, but can not document them in all sample matrices.
Page 2 of 3
Page 4 of 6Page 31 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Client Name:Report #:498427Green Analytical Laboratories
Lab Definitions
Continuing Calibration Check Standard (CCC) / Continuing Calibration Verification (CCV) / Initial Calibration Verification
Standard (ICV) / Initial Performance Check (IPC) - is a standard containing one or more of the target analytes that is prepared
from the same standards used to calibrate the instrument. This standard is used to verify the calibration curve at the beginning of
each analytical sequence, and may also be analyzed throughout and at the end of the sequence. The concentration of continuing
standards may be varied, when prescribed by the reference method, so that the range of the calibration curve is verified on a
regular basis. CCL, CCM, and CCH are the CCC standards at low, mid, and high concentration levels, respectively.
Internal Standards (IS) - are pure compounds with properties similar to the analytes of interest, which are added to field samples
or extracts, calibration standards, and quality control standards at a known concentration. They are used to measure the relative
responses of the analytes of interest and surrogates in the sample, calibration standard or quality control standard.
Laboratory Duplicate (LD) - is a field sample aliquot taken from the same sample container in the laboratory and analyzed
separately using identical procedures. Analysis of laboratory duplicates provides a measure of the precision of the laboratory
procedures.
Laboratory Fortified Blank (LFB) / Laboratory Control Sample (LCS) - is an aliquot of reagent water to which known
concentrations of the analytes of interest are added. The LFB is analyzed exactly the same as the field samples. LFBs are used to
determine whether the method is in control. FBL, FBM, and FBH are the LFB samples at low, mid, and high concentration levels,
respectively.
Laboratory Method Blank (LMB) / Laboratory Reagent Blank (LRB) - is a sample of reagent water included in the sample batch
analyzed in the same way as the associated field samples. The LMB is used to determine if method analytes or other background
contamination have been introduced during the preparation or analytical procedure. The LMB is analyzed exactly the same as the
field samples.
Laboratory Trip Blank (LTB) / Field Reagent Blank (FRB) - is a sample of laboratory reagent water placed in a sample container
in the laboratory and treated as a field sample, including storage, preservation, and all analytical procedures. The FRB/LTB
container follows the collection bottles to and from the collection site, but the FRB/LTB is not opened at any time during the trip.
The FRB/LTB is primarily a travel blank used to verify that the samples were not contaminated during shipment.
If applicable, the calculation of the matrix spike (MS) or matrix spike duplicate (MSD) percent recovery is as follows: (MS or MSD
value - Sample value) * 100 / spike target / dilution factor = Recovery %
Matrix Spike Duplicate Sample (MSD) / Laboratory Fortified Sample Matrix Duplicate (LFSMD) - is a sample aliquot taken
from the same field sample source as the Matrix Spike Sample to which known quantities of the analytes of interest are added in
the laboratory. The MSD is analyzed exactly the same as the field samples. Analysis of the MSD provides a measure of the
precision of the laboratory procedures in a specific matrix. SDL, SDM, and SDH / LFSMDL, LFSMDM, and LFSMDH are the MSD
or LFSMD at low, mid, and high concentration levels, respectively.
Matrix Spike Sample (MS) / Laboratory Fortified Sample Matrix (LFSM) - is a sample aliquot taken from field sample source to
which known quantities of the analytes of interest are added in the laboratory. The MS is analyzed exactly the same as the field
samples. The purpose is to demonstrate recovery of the analytes from a sample matrix to determine if the specific matrix
contributes bias to the analytical results. MSL, MSM, and MSH / LFSML, LFSMM, and LFSMH are the MS or LFSM at low, mid, and
high concentration levels, respectively.
Quality Control Standard (QCS) / Second Source Calibration Verification (SSCV) - is a solution containing known
concentrations of the analytes of interest prepared from a source different from the source of the calibration standards. The solution
is obtained from a second manufacturer or lot if the lot can be demonstrated by the manufacturer as prepared independently from
other lots. The QCS sample is analyzed using the same procedures as field samples. The QCS is used as a check on the
calibration standards used in the method on a routine basis.
Reporting Limit Check (RLC) / Initial Calibration Check Standard (ICCS) - is a procedural standard that is analyzed each day to
evaluate instrument performance at or below the minimum reporting limit (MRL).
Surrogate Standard (SS) / Surrogate Analyte (SUR) - is a pure compound with properties similar to the analytes of interest, which
is highly unlikely to be found in any field sample, that is added to the field samples, calibration standards, blanks and quality control
standards before sample preparation. The SS is used to evaluate the efficiency of the sample preparation process.
Page 3 of 3
Page 5 of 6Page 32 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Page 6 of 6Page 33 of 33 2009173 GAL_WSUB FINAL 10 14 20 1529 10/14/20 15:29:37
Appendix O
Fire Hydrant Memo and
Hydrant Spacing Exhibit
592 Highway 133 • Carbondale, CO 81623 • 970.340.4130 • www.rfeng.biz
Page 1 of 2
Ascendigo Adventure Camp - Fire Hydrant Residual Pressures
To: Bill Gavette
Deputy Chief
Carbondale & Rural Fire Protection District
300 Meadowood Drive, Carbondale, CO 81623
Carbondale, CO 81623
970-963-2491
From: Maggie McHugh, PE
Project Engineer
592 Highway 133
Carbondale CO, 81623
Ph: 970-340-4130
cc: Adam Racette, PE
Date: Monday November 23rd, 2020
Re: Fire Hydrants 6 and 7 Residual Pressures
Ascendigo Camp Fire Protection
The Whitecloud and Harmony Heights parcel has an existing 8” ductile iron water line,
which is fed by the Storage tank located in the northeast corner of the parcel. Three
existing fire hydrants are located on the Whitecloud Ridge portion of the parcel, in the
northwest area along Whitecloud Road (see Exhibit 1). Roaring Fork Engineering
worked with Bill Gavette to determine new fire hydrant locations to serve all proposed
structures.
Two of the proposed fire hydrants (Hydrants 6 and 7) are located in the Harmony
Heights portion of the parcel, near the proposed Activity Barn and Base Camp (See
Exhibit 1). Due to the elevation of the existing tank on site, pressures at Hydrants 6 and
7 are below the target 20 psi minimum residual pressure. To work around the low
available pressures at Hydrants 6 and 7, RFE and Bill Gavette discussed that the
District could use their pumper trucks to pump water from these two hydrants.
To pump from the hydrants, there should be positive pressure available at each hydrant.
RFE calculated static head and headloss from the storage tank to each hydrant to
determine the residual pressures available at Hydrants 6 and 7.
Page 2 of 2
For the headloss calculations, it was assumed that the hydrant tee, gate valve, and
lateral are all 8”, with the pipe size reduction to 6” not taking place until directly
upstream of hydrant flange connection. Assumed flow out of each hydrant is 1000 gpm.
Using these assumptions, headloss and residual pressures were calculated for two tank
levels:
1. Full tank (water level directly below overflow) = 15 ft.
2. Minimum fire flow level (water height after 120,000 gallons is used) = 6.31 ft.
Table 1 summarizes estimated residual pressures from each described scenario.
Table 1. Hydrant Residual Pressures.
Hydrant 6 Residual
Pressure (psi)
Hydrant 7 Residual
Pressure (psi)
Scenario 1A 17.1 4.75
Scenario 1B 13.3 0.92
111111111111111111 11111 1111111111111111 111 111111111 IIII
81213 P563 M ALSDORF
1 of 19 R 95. 00 D 0.00 GARFIELD COUNTY CO
WHITECLOUD RIDGE DOMESTIC WATER SYSTEM
OPERATING AGREEMENT
THIS AGREEMENT is made this /
4/
441 day of P Pew , 1997, by and
between THOMAS W. LEVITT and MOLLY G. LEVITT (hereinafter "Developer"); the
WHITECLOUD RIDGE HOMEOWNERS ASSOCIATION, a Colorado non-profit corporation
hereinafter the "Association") and THE 1993 THOMAS W. LEVITT FAMILY TRUST (hereinafter
the "Trust").
RECITALS
1. Developer is the owner of the real property which is described on Exhibit A attached hereto
and incorporated herein by this reference and which is being developed by Developer as a subdivision in
Garfield County, Colorado, known as Whitecloud Ridge Subdivision (hereinafter "Whitecloud Ridge").
2. The Association is the homeowners association which the Developer has or will cause to
be organized in accordance with Colorado law to be and constitute the homeowners association to which
reference is made in the Declaration of Protective Covenants for Whitecloud Ridge Subdivision
hereinafter "Declaration"). All owners of lots within Whitecloud Ridge will automatically become
members of the Association as provided in the Declaration.
3. The Trust is the owner of the real property described on Exhibit B attached hereto and
incorporated herein by this reference (hereinafter "Trust Property"). The Trust Property is contiguous to
Whitecloud Ridge.
4. Developer has acquired certain water and water rights, wells and well permits, and a water
allotment contract with the Basalt Water Conservancy District (hereinafter collectively the "Water Rights")
which are described in paragraph 1 of this Agreement and which are sufficient to provide the physical and
legal supply of water for up to fifteen (15) single family dwellings within Whitecloud Ridge and to
potential development of up to eight (8) single family dwellings on the Trust Property or other allowed
property as provided herein together with the physical and legal supply of water for limited outside
irrigation and livestock watering.
5. Developer desires to construct a water storage tank and water transmission lines which, by
appropriate use of the Water Rights, can serve as the domestic water delivery system to Whitecloud Ridge.
By appropriately sizing the water storage tank and certain of the transmission lines, potential future
development on the Trust Property or other allowed property as provided herein may also make use of said
water delivery system.
6. The wells are located upon the Trust Property and the most appropriate location for the
water storage tank is upon the Trust Property.
PC-AtjC h-
Lawrence R. Green
P.O. Drawer 790
8iGlenwoodSprings, CO
1111111111111111111111111111111111111111111111111111111
571158 10/20/2000 03:09P 61213 P564 M ALSDORF
2 of 19 R 95. 00 D 0.00 GARFIELD COUNTY CO
7. The parties have reached agreement with respect to the location, construction, ownership,
use and maintenance of the Water Rights and the water delivery system and wish to set forth their
agreement herein.
NOW, THEREFORE, in consideration of the foregoing facts and the mutual promises and
covenants contained herein, the parties agree as follows:
1. Description of Water Rights. Developer is the owner of the following wells:
a. Levitt Well No. 2, having well permit no. 047395-F, issued by the office of the
State Engineer, Colorado Division of Water Resources on October 11, 1996; and
b. Levitt Well No. 3, having permit no. 047394-F, issued by the office of the State
Engineer, Colorado Division of Water Resources, on October 11, 1996.
Developer is also the applicant and contract allottee under Basalt Water Conservancy District contract No.
269 awarded to the Developer by order approved and entered by the Board of Directors of the Basalt Water
Conservancy District on April 8, 1996.
2. Construction of Water System. Developer shall, at his expense, construct the water storage
tank, water transmission lines, wells and associated pumping facilities (hereinafter collectively the "Water
System"), in accordance with the plans and specifications submitted to and approved by Garfield County
and the Colorado Department of Public Health and Environment and in accordance with the terms and
conditions of a Subdivision Improvements Agreement to be executed by and between the Developer and
Garfield County (hereinafter the "SIA"). Developer agrees that the Water System shall be constructed of
sufficient size to provide domestic water service to Whitecloud Ridge as approved by Garfield County and
to up to eight (8) single family dwellings that may be developed on the Trust Property or other allowed
property as provided herein.
3. Transfer of Water System.
a. Water Rights. No later than thirty (30) days after Developer's completion
of the Water System in accordance with the SIA, Developer shall transfer, convey and assign to the
Association, by appropriate documents of conveyance, an undivided 15/23rds interest in and to the Water
Rights, provided that with respect to the existing Basalt Water Conservancy District contract, Developer
shall either assign an undivided 15/23rds interest therein to the Association, or, at the election of
Developer, bifurcate the existing contract with the Basalt Water Conservancy District into two new
contracts, with one being in the name of the Association in an amount of water equal to 15/23rds of the
amount of water in the existing contract. All costs associated with bifurcating said contract and obtaining
a new contract in the name of the Association shall be the responsibility of Developer. Developer shall
thereafter, at a time to be mutually determined by Developer and the Trust, but in any event prior to the
approval of any development on the Trust Property, transfer, convey and assign to the Trust, by appropriate
documents of conveyance, an undivided 8/23rds interest in and to the Water Rights, provided that with
respect to the existing Basalt Water Conservancy District contract, Developer shall either assign an
undivided 8/23rds interest therein to the Trust, or, if the contract has been bifurcated, obtain a separate
Whitecloud Ridge Domestic Water System
Operating Agreement
Page 2
uniii 11111 111111 11111 111111 11111 11111 111 11111 1111 1111
571158 10/20/2000 03:09P 51213 P565 M ALSDORF
3 of 19 R 95.00 D 0.00 GARFIELD COUNTY CO
contract in the name of the Trust in an amount of water equal to 8/23rds of the amount of water in the
existing contract. Notwithstanding anything in this Agreement to the contrary, the interest in the Water
Rights to be transferred to the Association pursuant to this subparagraph shall include all rights thereunder
to livestock watering and all rights thereunder to outside irrigation except for the right to irrigate up to
12,000 square feet of lawns and gardens, which shall be included within the interest in the Water Rights
to be conveyed to the Trust under this subparagraph.
b. Easements for Facilities. The wells are located upon the Trust Property at the
locations set forth on Exhibit C which is attached hereto and incorporated herein by this reference. The
water storage tank will be located on the Trust Property at the location described on Exhibit C. Water
transmission lines will be installed from the wells to the water storage tank and then from the water storage
tank to Whitecloud Ridge along the courses described on Exhibit C. By its execution hereof, the Trust
hereby authorizes Developer to construct the elements of the Water System upon the locations described
on Exhibit C. Additionally, no later than thirty (30) days after completion of the Water System as required
by the SIA, the Trust shall execute its deed of easement conveying to the Association perpetual, non-
exclusive easements for the purpose of constructing, installing, maintaining, repairing, replacing and
improving the wells, water storage tank and water transmission lines at the locations described on Exhibit
C, reserving, however, to the Trust and its successors and assigns the right to make connection to said
lines and facilities as provided with this Agreement. Said deed of easement shall also include a perpetual,
nonexclusive right of access to such wells, water storage tank and water transmission lines for purposes
of operation, maintenance, repair, replacement and improvement of such facilities. Said access shall be
along the route described on Exhibit C.
c. Water Transmission Lines, Water Tank, etc. Simultaneously with delivery of the
deed of easement required by paragraph 3(b) hereof, Developer shall execute and deliver a bill of sale
conveying to the Association an undivided 15/23rds interest in and to all physical facilities constituting
the Water System free and clear of any lien, debt or encumbrance. At a time mutually determined by
Developer and the Trust, but in any event prior to the approval of any development on the Trust Property,
Developer shall execute and deliver a bill of sale conveying to the Trust an undivided 8/23rds interest in
and to all of the physical facilities constituting the Water System free and clear of any lien, debt or
encumbrance.
4. Operation of Water System. From and after the date of the transfer to the Association of
all aspects of the Water System and the Water Rights as provided in paragraph 3 hereof, the Association
shall be responsible for the operation, maintenance in good condition, repair, replacement and
improvement of the Water System, the establishment and collection of rates and charges from users of the
Water System, the adoption, amendment and enforcement of Water System Rules and Regulations, and
the maintenance and preservation of the Water Rights (collectively the "Administration of the Water
System"), provided that the Association's Administration of the Water System shall not include the
responsibility to maintain or pay any charges associated with any Basalt Water Conservancy District
contract which is not from time to time owned by or issued in the name of the Association. The
Association shall diligently perform the Administration of the Water System as the domestic water system
for all users of the Water System in order that all users of the Water System have adequate and functional
water service and in accordance with the water rights owned by the Association, the applicable Basalt
Water Conservancy District contract or contracts, the Declaration, the provisions of this Agreement, and
Whitecloud Ridge Domestic Water System
Operating Agreement
Page 3
1 111111 11111 111111 11111 111111 11111 11111 111 11111 1111 1111
571158 10/20/2000 03:09P 81213 P566 M ALSDORF
4 of 19 R 95. 00 D 0.00 GARFIELD COUNTY CO
all applicable laws and regulations of the State of Colorado and its agencies. The Association shall have
the authority to adopt, amend and enforce Water System Rules and Regulations which may include any
provisions not in conflict with the laws of the State of Colorado which are reasonable and necessary to
enable the Association to efficiently and cost effectively perform the Administration of the Water System.
Without limiting the generality of the foregoing, it is specifically understood and agreed that the Water
System Rules and Regulations may (i) establish rates and other charges; (ii) establish Water System
material and construction standards and specifications; (iii) require water meters; (iv) require water
conservation measures for water delivered from the Water System; (v) authorize the Association, when
necessary during times of water shortage, to limit use of water delivered from the Water System for in
house use and limit or completely stop use of water delivered from the Water System for outside irrigation
and/or livestock watering purposes, provided that such limitations shall be on a uniform basis for all users
of the Water System; and (vi) establish procedures for the cessation of water service upon the failure by
a user of the Water System to pay amounts due or otherwise comply with the Water System Rules and
Regulations and for the restoration of service upon subsequent payment and compliance. The rates and
charges to be established by the Association may include service and other fees for the use and availability
of the Water System, provided that such rates and charges shall be established so as to allow the
Association to collect from the users of the Water System all actual and anticipated costs incurred by it
in performing the Administration of the Water System. Rates may also include contributions for the
establishment and maintenance of a reserve fund for capital improvements, replacements or repairs to
the Water System. Under no circumstances shall the rate structure be established so as to allow the
Association to derive a profit from the Administration of the Water System. Fui thermore, the rate
structure shall not discriminate among users of the Water System or fix different rates among users of the
Water System unless such differences are directly related to different or increased costs incurred by the
Association in providing service to any such user. Upon the proper assessment thereof, and until paid, all
fees and charges for water service shall constitute a lien upon and against the property receiving service
as specifically provided in the Declaration or any subsequently recorded declaration of protective
covenants or similar instrument concerning all or any part of the Trust Property or any other property
which utilizes the Water System as herein allowed.
5. Ownership and Use Rights of the Trust. Upon completion of the transfer of the Water
System and the Water Rights to the Association and the Trust to be made pursuant to paragraph 3 of this
Agreement, the Association and the Trust will own the Water System and the Water Rights as tenants in
common, with the Association owning an undivided 15123rds interest and the Trust owning an undivided
8/23rds interest. Each 1/23rd interest in the Water System and the Water Rights owned by the Trust shall
be referred to herein as a "Tap", provided that the Trust may replace water rights under any Basalt Water
Conservancy District contract with equivalent water rights. Each such Tap shall consist of the right to
connect to the Water System and receive domestic water service for one (1) single family dwelling,
including the irrigation of no more than 1500 square feet of lawn and garden, subject to all the terms and
conditions of this Agreement. Any development which occurs on the Trust Property or other allowed
property as provided herein shall have the right to acquire and activate the Taps owned by the Trust
subject to the following provisions:
a. Ownership ofEight Taps. The parties agree that the Water System will be designed
and constructed so as to have the ability to service the eight (8) Taps owned by the Trust and that such
Taps may be used by any development on the Trust Property or other allowed property as provided herein.
Whitectoud Ridge Domestic Water System
Operating Agreement
Page 4
1111111 11111 111111 11111 11111111111 11111 111 11111 1111 1111
571158 10/20/2000 03:09P B1213 P567 M ALSDORF
5 of 19 R 95. 00 0 0.00 GARFIELD COUNTY CO
The Association, on behalf of itself and its constituent members, hereby agrees that it shall provide service
for such eight (8) Taps subject to the terms and conditions of this Agreement and further agrees that it will
not object to any development proposal for the Trust Property containing no more than eight (8) single
family dwellings.
b. Conveyance of Taps. In connection with the approval from time to time by Garfield
County of any development on the Trust Property or any other allowed property as provided herein which
will utilize the Water System, the Trust may transfer, convey and assign, by appropriate documents of
conveyance to or for the benefit of such dwellings, lots, or development, one Tap for each dwelling which
will receive service from the Water System. Such Taps may be retained by the Trust or transferred either
to a homeowners association whose members will consist of the owners of lots which will utilize the Taps
or directly to the individual lot owner(s). Provided that the owner of such Tap can demonstrate to the
reasonable satisfaction of the Association that such owner has adequate legal water rights to support such
Tap or has furnished the Association with such rights, the Trust or any transferee of a Tap shall have the
right to connect to the Water System and receive service therefrom (hereinafter the "Activation of a Tap").
Effective upon the Activation of a Tap, the owner of the Tap shall be deemed a "user of the Water System"
hereunder and shall receive water therefrom as provided in this Agreement. For as long as any transferee
of a Tap owns such Tap, such transferee shall be deemed to be a successor to the Trust under this
Agreement, with all the rights of, and subject to all the conditions applicable to, a party to this Agreement.
c. Responsibiiityfor Extension of the System. Any extension of water delivery lines
and any additional pumps, meters and other equipment to provide water service from the Water System
to dwellings on or lots created from the Trust Property or any other allowed property as provided herein
shall be installed at the expense of the developer of such dwellings or lots and shall thereupon be
considered part of the Water System. Upon completion of such construction, said facilities shall be
transferred to the Association by an appropriate instrument of conveyance and free and clear of any lien
or encumbrance.
d. Other Allowed Property. From time to time the Trust may utilize or transfer one
or more of its Taps to or for the benefit of any dwelling, lot or development on property other than the
Trust Property which is located in the Fs st one-half of the Southwest one-quarter of Section 28, Township
7 South, Range 87 West of the 6th Principal Meridian in Garfield County, Colorado, provided that any
such transfer shall be made by written instrument which shall be recorded in the records of Garfield
County and which shall be executed by the transferee accepting the transfer and acknowledging that such
transferee and the legally described tract of land which will be provided service pursuant to such Tap will
be subject to all the terms and provisions of this Agreement. Such instrument must be in form reasonably
satisfactory to the Association, and a copy of the recorded instrument shall be provided to the Association.
e. Financial Responsibility and Ownership Before and After Tap Activation. Until
the Activation of a Tap by the Trust or any transferee of one of the Trust's Taps, neither the Trust nor any
such transferee shall have any responsibility for the Administration of the Water System (and upon such
Activation of a Tap, neither the Trust nor any such transferee shall be charged for or in connection with
any then unactivated Tap), except that the Trust or any other owner of a Tap shall be responsible for
payment for its respective assigned shares or bifurcated portions of the applicable Basalt Water
Conservancy District contract. (Notwithstanding the foregoing, the failure to pay, loss or lapse of all or
Whitecloud Ridge Domestic Water System
Operating Agreement
Page 5