HomeMy WebLinkAboutpitkin.eh.247321200002 (1996)Document Layout
(From Most Recent to Oldest Permit)
Permit
Application
Log Sheet/Notes & Photos
Communications.
As -built Design
Engineer Design
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Second System on property
Third System.etc.
Floor Plans
Please See Building and Land Use Approvals Files for additional information.
Nelson Environmental & Wastewater Solutions, Ltd
JUN 0$1996
ENVIRONMENTAL HEALI-H
ASPEN / PITKEN
June 2, 1996
W Ms. Kim Reid
S Spur K Guest Ranch
26617 Frying Pan Road
Meredith, CO 81642
Subject: Soils Evaluation and Percolation Test for a Replacement Individual Sewage System for
Cabin #l, Spur K Guest Ranch Located in the NE 1/4, NW 1/4, Section 21, Township 8 South
Range 83 West of the 6th P. M., Pitkin County, Colorado
Dear Kim:
As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils study and
percolation test on the subject property. The purpose of this work is to permit a design of a
proposed replacement septic system for the existing #1 cabin residence located on the subject
property. We conducted this study according to Section 5-1 through 5-5 of Pitkin County
Individual Sewage Disposal System Regulation (Revised May 1995) on May 29, 1996. We
have based our recommendations on the subsurface conditions encountered. We will furnish this
letter to the Aspen/Pitkin Environmental Health Department at our earliest opportunity so that a
permit to construct the onsite sewage system may be obtained.
Existing Construction and Building Site:
The guest lodge and cabins are believed to be constructed in the late 1800's and into the late
1940's. This cabin residence for which the replacement septic system is being proposed is one of
about twenty structures on a tract of approximately 20 acres.
The cabin residence is a one bedroom, one bathroom log home The total living area of this
residence is approximately 500 square feet. There are several additional small cabin structures on
the parcel. Each is presumed to have some sort of existing septic system.
The #1 cabin site is located in a meadow with a gently rolling topography, sloping at less than a
15% grade toward the Frying Pan River. Typical of this area, the vegetation pattern of sagebrush
and native grasses covered most of the property. There are several spruce and pine trees around
this cabin site and interspersed throughout the property.
Water to the residence is supplied from a surface spring feeding a central distribution water line.
The water line appears to be located on the North side of this house.
There are several small irrigation ditches routed through the parcel and two small ponds around
the main lodge. However, none of the water courses is located within 50 feet of this proposed
septic system. The Frying Pan River is located across the Frying Pan Road below this cabin site.
It is estimated to be 250 away from and 30 feet below the cabin site.
Lie
P.O. Box 6961 Snowmass Village, CO 81615
Office (970) 923.3289 Home & Fax (970) 923.2766
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Spur K Guest Ranch - Cabin #1
26617 Frying Pan Road
Soils and Percolation
Test for Individual Sewage System
June 2, 1996
Page 2
Existing On-site Wastewater Disposal System
0
A permit for the septic system was not found in a review of the Pitkin County Environmental
Health Department records. The size and construction of this and the other septic systems on the
property is unknown. A replacement septic tank was set to the west side of the cabin prior to our
arrival. There was also a partially exposed absorption trench behind the cabin leading to the
Northwest.
Subsurface Conditions:
A soil profile pit was excavated at the proposed drywell location in conjunction with this
investigation. The profile pit was ten feet deep. It revealed that the soils on this portion of the lot
consist of a surface layer of shallow dark brown loam topsoil about 12 inches thick overlaying a
reddish, gravely sandy loam to a depth of four and one-half feet. Below those layers were two
additional layers One consisted of a of light gray silty sand, and the other below that from a
depth of six feet to the bottom of the profile hole, consisted of a grayish brown sandy loam and
gravel. Cobbles from a few inches to four feet in diameter to were present in the soil matrix
throughout the profile pit. The shrink/swell potential of the soils appears to be low. The soils
were somewhat moist from the Spring runoff, and there was little smearing and compaction
caused by the excavating equipment. Bedrock was not encountered, and there was no evidence
of a water table to the depth of the profile excavation.
Percolation Testing:
The subsurface soil conditions were evaluated with the standard percolation test procedure at the
approximate location shown on Figure 1 (Site Plan) and on Figure 2 (Existing Conditions Around
Cabin #1). A test hole was excavated at the bottom of the profile pit in the area proposed
absorption system.
Percolation testing was performed in the proposed drywell absorption area. This testing was
performed in a shallow hole dug with hand tools at the bottom of an excavation to a depth of ten
feet. The percolation hole was pre-soaked before our testing measurements by adding water the
evening before and sixty gallons of water over an eight hour period during the day before
beginning the percolation test measurements.
The results of the percolation testing are presented in Table I. The percolation test result was
quite consistent and indicate that the gravelly sandy loam soils have a percolation rate of 6
minutes per inch, a satisfactory percolation rate for the installation of drywells under Pitkin
County criteria.
Spur K Guest Ranch - Cabin 41
26617 Frying Pan Road
Soils and Percolation
Test for Individual Sewage System
June 2, 1996
Page 3
Limitations: This report has been prepared according to generally accepted practices in this area
for use for sewage disposal design purposes. The conclusions and recommendations submitted in
this report are based upon data obtained from our site visits at the location indicated. There is
some possibility that the nature and extent of variations in the subsurface soils across the site may
not have been evident at the time of this investigation, and may need additional evaluation, if
further excavation reveals conditions different from those described. This office should be
advised of any unusual situations as soon as possible so that we may reevaluate our
recommendations.
If you have questions or if we may be of further assistance, please call the office.
Sincerely,
11— _�/&_
Robert F. Nelson, R.E.H.S.
President
Reviewed By-.
Pond, P.E.
, Gordon, Meyer Engineering
cc: Aspen/Pitkin County Environmental Health Department
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Drive to
Adjacent
Rock
IeO Septic Tank
0 4 0 gallons M
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One—Bedroon Cabin
(#1 Honeynut)
Sewer I Line
Porch
Profile Excavation
�t NORTH
SCALE 1" = 20'
Spruce Trees
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Nelson Environmental & Wastewater Solutions, Ltd
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TABLE I
PERCOLATION TEST RESULT FORM
Hole Length
Hole Depth of Interval
No. (in.) (Minutes)
Depth at
Start of Interval
(Inches)
Depth at
End of Interval
(Inches)
Drop in
Water Level
(Inches)
Average
Percolation
Rate(Min./Inch)
(w -P-)
1 128 6
3 1/4
17/8
13/8
(refill) 6
33/8
17/8
1 1/2
(refill) 6
41/8
21/2
15/8
(refill) 6
4
21/2
11/2
(refill) 6
3 1/8
17/8
1 1/4
(refill) 6
3 15/16
27/8
1 1/16
(refill) 6
39/16
21/2
1 1/16
(refill) 6
33/4
23/4
1
(refill) 6
4
31/16
15/16
6
Spur K Guest Ranch - Cabin #1
Reid Property
NE 1/4, NW 1/4, Section 21, T 8 S, R 83 W of the 6th P.M>
26617 Frying Pan Road
Date of Percolation Test: 05/29/96
q P.O. Box 6961 Snowmass Village, CO 81615 Office (970) 923.3289 Home & Fax (970) 923.2766
0 0
Nelson Environmental & Wastewater Solutions, Ztd
E Property Address: 26617 Fryingpan Road
W Legal Description: A Tract of Land in the NE 1/4, NW 1/4, Section 21, T 8 S, R 83 W of
S the 6th P. M.
Property Owner
Name Spur K Guest Ranch (Reid)
Address 26617 Frying Pan Road
Meredith, CO 81642
Phone 927-0530
Contractor: Excavating Contractor:
Name: N/A Name Dreager Excavating
AddressP. O. Box 1000
Basalt, CO 81621
Phone 927-3431
Satundon and Swelling
o Smeared surfaces removed? XYes
o Gravel Added'? X Yes To a 4" Depth
o Date and Time presoak water added
05/28/96M (r), 6.00 mm.
0529/96m (rt, 1000 a.m.
o Amount of presoak water added
60 gallons
o Did water remain in holes alter overnight presoak?
No
o Water remaining in holes after thirty minute presoak FxRrai
Hole I: X Yes No
Percolation Rate Measurement
Hole 1. 6 nrumtes/inch
Groundwater.
o Not Encountered to 10 f in prefile
o Estimated depth to high seasonal
water if not encountered- 40 feet
o Is area believed to be subject to
seasonal fluctuations which could
result in a seasonal water table?
_ Yes X No
Slope in absorption area
10% to South
Bedrock
o Not Encountered at 10 ft.
o Estimated depth if not cnwuatered- 40 feet
o Type of bedrock
Sandstone and Granite
X Fractured Weathered
o Is bedrock believed to be permeable?
Yes X No
I certify that the above information is correct and complete to the best of my knowledge and that
all tests were performed in accordance with the provisions of Pitkin County Individual Sewage
Disposal System Regulation, Article 5-1 through 5 -8 -
Robert F. Nelson
President
Reviewed by:
J red, P.E. ����`uaa�tun��Q�n�
ch eraser, Gordon Mey@I t, l Qg. !.
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�( P.O. Box 6961 Snowmass Village, CO 81615 Office (970) 923.32"om&WAMIW923.2766
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ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMEN I
APPLICAV FOR INDIVIDUAL SEWAGE DISPOSAL SAWEM
130 S. Galena SI., Aspen Colorado 81611
Phone 970-920-5070/FaK 970-920-5079
Permit S Gogs Parcel IDS 11173- 2!L - OO - 0O 2
Permit For: New Installation ( ) Repair (4SRemodel ( ) Emergency Use ( )
Name of OWNER Kirn k. aelpV
S ---
Owner's Mailing Address 0 a qq
Business Phone: Home Phone: d 3,
Name of Agent _
Agent's Mailing Address
Copy of permit to be sent to: Owner (vl Agent ( ) Both ( )
Street Address
Legal Description: Lot AJOCK
Size of lot. _ acres Type of proposed structure'
Total area/living space (sq. ll 0"l—NOW
A ,Subdivision _
C bin Size of bldg. envelope:
S of Bedrooms, offices and similar size :rooms:
Water:( )Private well( )Spring (k7)Stream ( ) Community/Public (Name of System)
Is Proof of Adequate Water Attached ? ( ) Yes ( ) No
Has this project been approved by Pitkin County ? ( ) Yes ( ) No
Is a copy of the floor plan attached ( required) ? ( )Yes( ) No
Appeca"on lou an individual sewage disposal system is hereby Submitted, The undersigned acknowledges Nat Ne above information is true and that false information will
inraliCa:! me application and any subsequent permit. Issuance d Me perrrN does not imply Ne approval of any offer permit required for consbuclion pursuant to PKkin County
cedes No W,,sbuction may be undertaken until all approvals and permits have been oblav,ed. The cane assumes as respeniibtlks n Case or failure or inadequacy of mis
sysle.,176
Signature of applicant Date r� 7
For department use below
------------------------------
s• s 1 s s - s-Pb-YLy
Design Criteria of system to be Installed 160Y chances mu•' ^^ submllled a a ravev r w `�a sq. n.
Sep:c lank capacity: / �•� gallons AOSM1,1on area: J
den�tq otnd spea-4-c *a)s of 46- �y neer, F 0. Cghurclk,, dajed 4-7,f-ft
6e -lollowcd• R sand -Akkr bed /$' x 31' will bit Inst%Iled. #411
Sc+bac .5 rpts+ be "Ain-leu1Y[d
An :-spection is required prior too backfill
�To'f any component of the distribution system.
p(s�I ,: • _t Engmeer Required ? Yes (11No All plans and specifications of the engineer must be followed. Any changes must be approved In
,, - __ ;,� the engineer must certify the final installation to the Environmental Health Department in writing.
— : approval by. Date
P:a-s an_ s+errrabons of Ne pmposed vWwidual ewage d sal system rave been reviewed and are oensidered Satisfazlory_ Pemussiorl is hereby granted to me wmer or
+: to xdorm the work ind"ted n actnrd .e wlh tl a akin County [SDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the dale i
,'!
was
((ii1ssued unless system conslru ion has cgmnenemi or an edens,on has been appmmd in aiding by me Depanment-
U rrwz
��i� rt before the final approval will be Issued.
As -Built drawings must be in u'4� -rePnlli' /J
_ -:. a ,tort Approval: -/JhaC� Dale: %/S -1 - Dale requested:
. VA _ S-a4-yG Receipt If: 07 l0 V (D Received by: Information complete:
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COLORADO DEPARTMENT OF HOH 6° ,ti C�
Water Pollution Control Division Q
4210 East llth Avenue
Denver, Colorado 80220
APPLICATION FOR APPROVAL OF LOCATION FOR SEPTIC TANK S
Applicant (Owner): '.r—le -:3-F --I- T -'J �c�w
Mail Address:'` City:M dt', Phone:�1�-34v�
A. INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW:
Attach separate sheets or report showing entire area with respect to surrounding
areas, topography of area, habitable buildings, location of potable water wells,
soil percolation test holes, soil profiles in test holes.
1. Location of Facility: County City or Townky1e'J rtl>
nk
Legal Description Lot Size: RCrZ-b w
2. Type of area and facility - Number of persons served:
Subdivision Motel Restaurant Trailer Court
Other:
3. Source of domestic water: Public (name):
Private: Well Depth k --Other / Depth to first ground water table 160
4. Is facility within boundaries of City or Sanitation District:
If so name:
5. Distance to nearest sewer system:
Have negotiations been attempted with owner to connect:
If rejected, give reason:
6. Rate of absorption in test holes in minutes per inch of drop in water level after
holes have been soaked for 24 hours:
7. Name, address and telephone of person who made soil absorption tests:
8. Name, address and telephone of person responsible for design of the system:
9. Est. bid opening date
Date:
IN
/7elist. Completion Date: Est. Project Cost:
Signature of Owner '4-
B. SIGNATURES FOR LOCA&VERNMENT OFFICIALS: The unde*ned have reviewed the
proposal for the location of the above-described septic tank system and
RECOMMEND APPROVAL or DISAPPROVAL in the space provided below:
DATE
Comments:
APPROVAL
F-7
DISAPPROVAL
/-7
Signature for Local
Signature for Mayor
Signature for County
Health Department
or City Manager
Commissioners
Signature and Title
Note: The applicant must obtain the comments and signature of at least
C. FOLLOWING FOR STATE HEALTH DEPARTMENT USE: Recommendations of the
one of the above.
District Engineer
D. ACTION BY
THE COLORADO
WATER POLLUTION
CONTROL COMMISSION:
:3
WP -10 (Rev. 5-70-100)
Name n/it1 Peid
Street address
C
C
Aspen / Pitkin Environmental Health Department
Contact Log Sheet •
Application
Fee
Perc test
Soil profile
Site plan
House floor plan .
Parcel ID
Date Received:
0 Water Quality
0 Water Quantity
Ll
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COLORADO STATE DEPARTMENT OF PUBLIC HEALTH
DIVISION OF SANITATION Code i o
Section ACTIVITY REPORT County
FILE REFERENCE: p„M;,, gPwngp7);singnj
INDIVIDUAL
OR
ESTABLISHMENT: nouo,.o Rvnrh� mcl .York _ is
NARRATIVE:
I went by DeHaven's Ranch, and observed that Ted Jack has
apparently put in a system without a permit. He indicated that after reading
the regulations, he thought he did not need a permit for a repair. The
owner has stated the repair to the system consisted of a 1250 gallon tank,
three lines placed in three foot wide trenches, running from 40-45 feet,
giving him approximately 360380 square feet of absorption area. The excavated
area appeared to be a aandy loam and would probably percolate fairly well.
LETTER TO FOLLOW: OTHER RECOMMENDATIONS:
_ DATE: n„g„st, I 1974 REPRESENTATIVE:
�s
ES: 7 (8-53-50)
r
EOC
.� E.O. CHURCH, INC.
ENGINEERS & GEOLOGISTS
July 16, 1996
Spur K Guest Ranch, ATTN: Kim Reid
26617 Frying Pan Road
Meredith, CO 81642
Subject: OWS Installation report,
Spur K Guest Ranch
NW 1/4, SECTION 21, TSS,
Pitkin County, Colorado
Job No. 7601
Dear Ms. Reid,
0
o?V73—2la—ab—000z
Cabin 1, Honeynut
R83W, 6TH P.M.
The letter presents an installation report for the Onsite Wastewater
System (OWS) design for Honeynut Cabin #1 at the Spur K Guest Ranch.
The OWS was designed in our letter of July 8, 1996.
We understand the repair field was installed during the week of July
8, 1996. We nor our representative Bob Nelson were called to observe
the installation. We talked to Tom Dunlop of the Pitkin County Health
Department. He indicated he observed the installation on July 12,
1996 and the area of the field was per the design.
Because we were not called to observe the installation, we cannot
certify the installation. We can transmit our knowledge of the in-
stallation, which indicates the OWS was installed per the design.
If there are any qu lease call.
E. O. CHURCH, IN Cy ;Fo
13172
0. Church l*
2 copies sent
cc: Pitkin County Health Department, ATTN: Betsy Kipp
cc: Nelson Environmental Solutions, Ltd.
Icy
925 East 17th Avenue • Denver, Colorado 80218.1407 P.O. Box 2869 • Evergreen, Colorado 80437-2869
(303) 832-9692 FAX (303) 832-3517 (303) 674-0660 FAX (303) 674-0813
• 0
MESSAGE DISPLAY
TO Betsey Kipp
From: Tom Dunlop
Postmark: Jun 19,96 1:24 PM
Subject: Kim
------------------------------------------------------------------------------
Message:
see me re Kim's prec. More info is needed from an engineer before we
can conclude this. I have spoken to Bob Nelson and Kim about it. We
need to fax CLT's report to Bob as soon as we get it. It was to be
faxed to me today (6/19).
MESSAGE DISPLAY
TO Chris Chiola CC complaints
From: Mary Engelmann
Postmark: Jun 13,94 11:54 AM
Status: Previously read
Subject: 06/13/94 WATER
Message:
I received a phone call today from Annette Freeburg who lives on
Frying Pan Rd. above Ruedi at Spur K. She's just above the Diamond J
and about 5 miles below the Norrie Colony. She said that the
landlord brings water in to the cabins from a ditch or trench and has
told the tennants that she has a permit to do this. Annette and her
son both have had diarreha. The landlord (Kim Reid) has told the
tennants that there is a filter. Annette said that the water comes
out in the tub and toilet as a dark reddish brown... she uses her own
filter on the tap they drink out of; she said that the water (cont)
�9a7-3�'3r
66
I(�
Jim Cn Kim Deberge
(303) 924-3835
RUWIC
wort CWM0
26616 Pryln pan Road
Meredith,C0 81642
MESSAGE DISPLAY
TO Chris Chiola CC complaints
From: Mary Engelmann
Postmark: Jun 13,94 11:57 AM
Status: Previously read
Subject: (cont) water 6/13/94
•
Message:
runs across 30 acres before it reaches the cabins. She can call out
on her phone, but doesn't know her # for us to call her. She will be
in touch with us. She will get a water sample tested.
Z
MESSAGE DISPLAY
TO Chris Chiola
From:
Tom Dunlop
Postmark:
Jun 13,94 1:27
Status:
Previously read
Subject:
Reply to: Forwarded:
CC env health
PM
(cont) water 6/13/94
Reply text:
From Tom Dunlop:
I would try and get in touch with Kay Reid and get her side of the
story. It could be risky if Kay doesn't know there was a complaint.
However, if the there are 15+ taps or service to 25+ people the State
should be involved. We can encourage the manager to improve water
service, but may have our hands tied if she refuses. There might be
something in the land use code, but I can't think of it right now.
We should look under water supply restrictions in the Code. You might
ask the complaintant what she is testing for, and help (continued)
Preceding message:
From Chris Chiola:
From Mary Engelmann:
runs across 30 acres before it reaches the cabins. She can call out
on her phone, but doesn't know her # for us to call her. She will be
in touch with us. She will get a water sample tested.
y!.
MESSAGE DISPLAY
TO Chris Chiola CC env health
From: Tom Dunlop
Postmark: Jun 13,94 1:29 PM
Status: Previously read
Subject: Reply to: Forwarded: (cont) water 6/13/94
------------------------------------------------------------------------------
Reply text:
From Tom Dunlop:
(continued) her decide what to test for,and put her in touch with a
lab that can do the testing.
Preceding message:
From Chris Chiola:
From Mary Engelmann:
runs across 30 acres before it reaches the cabins. She can call out
on her phone, but doesn't know her # for us to call her. She will be
in touch with us. She will get a water sample tested.
a�
1 EOC
E.O. CHURCH, INC.
ENGINEERS & GEOLOGISTS
July 8, 1996
Spur K Guest Ranch, ATTN: Kim Reid
26617 Frying Pan Road
Meredith, CO 81642
Subject: OSDS Design - Cabin 1, Honeynut
Spur K Guest Ranch
NW 1/4, SECTION 21, T8S, R83W, 6TH P.M.
Pitkin County, Colorado
Job No. 7601
Dear Ms. Reid,
01996
ENVIRON • E •' "L �'' ',
As requested, we have prepared an Onsite Wastewater System (OWS)
design for Honeynut Cabin #1 at the Spur K Guest Ranch. Subsurface
conditions were investigated by Nelson Environmental & Wastewater
Solutions, Ltd. and CTL/Thompson, Inc.
SITE CONDITIONS - Cabin #1 is a part of the Spur K Guest Ranch as pre-
sented on Fig. 1. The cabin is located in a rural mountain area where
OWS and wells or springs are used. The well and the Frying Pan River
are greater than 100 feet from the proposed drain field.
EXISTING CONSTRUCTION - A 500 square foot (SF) one bedroom cabin
exists as indicated on Figs. 1 and 2. The type of existing OWS at the
cabin is unknown. At the time of our site visit, a new 1000 gallon
two compartment septic tank to the southwest of the cabin, as a part
of the repair. A sewer line between the cabin and septic tank had
been installed. A seepage pit was proposed, but because ground water
was encountered, a drain field will be required.
The minimum design for an OWS in Pitkin County is a 2 bedroom system,
so a 2 bedroom system will be required for Cabin #1. The sewage load
for a 2 bedroom cabin is 300 gallons per day (GPD) at 75 GPD per pat-
ron, assuming 2 people per bedroom. Pitkin County requires a safety
factor of 1.75 which includes a garbage grinder and washing machine.
The ground surface slopes gently to the south. The slope at the drain
field is 10% to the south. There is a sparse cover of native grasses.
There are rounded boulders at the surface.
SUBSURFACE CONDITIONS - The site is located in a valley. The valley
has glacial deposits in the vicinity of the Spur K Guest Ranch. Sub-
surface conditions were exposed in a large pit at the proposed field
and indicated in logs of profile borings by CTL/Thompson. Subsurface
materials consisted of 12 inches of topsoil underlain by interlayered
glacial till consisting of clay and silt layers, sand, and boulders
and cobbles. Water was encountered or observed at depths of 6.5 to 11
feet. A profile of ground water is indicated on Fig. 2. Percolation
tests were performed by Nelson and CTL/Thompson with percolation rates
as ranging from 2 to 6 minutes per inch (MPI). We believe the CTL/Thomp-
P.O. Box 2869 • Evergreen, Colorado 80439 925 East 17th Avenue • Denver, Colorado 80218
(303) 974.0860 FAX (303) 6744613 (303) 832-9692 FAX (303) 8323517
i 2 •
son percolation tests may not be representative because of the depth
which they were performed and disturbance due to drilling.
RECOMMENDATIONS - The results of our site visit indicates an OWS can
be installed as presented on Fig. 2. The OWS design is based on a
sewage load of 300 GPD and a percolation rate of 28 MPI which is based
on a sand filter design. Based on the variable subsurface materials,
we recommend establishing 2 feet of filter material below the dispers-
al gravel. With the existing large pit, site preparation must be done
to fill the pit. We recommend the pit be filled to a depth of 2 feet
below the planned bottom of dispersal gravel with minus 6 inch onsite
material. We recommend the installation of a 18 feet by 31 feet sand
filter field, for an area of 558 SF. From the depth of 2 feet below
the bottom of the dispersal gravel, 2 feet of filter material consist-
ing of minus 2.5 inch onsite material should be placed to the bottom
of the dispersal gravel elevation. The field should be constructed
similar to the details presented on Figs. 1 and 2. The existing 1000
gallon two compartment septic tank is suitable.
We believe the proposed OWS is suitable to serve a 2 bedroom facility.
As Cabin #1 is a 1 bedroom cabin, we believe an additional 1 bedroom
cabin could be connected to the system. We discussed this with Pitkin
County personnel, but they were not willing to connect a second cabin
to the OWS. If you would like to connect a second cabin, we recommend
installing a water meter for the 2 cabins and establish water use is
below the design 300 GPD and then request connecting the second cabin.
The owner must realize an OWS is different from a public sewer system.
The owner must be aware of and assume responsibility for maintenance
of the system. We recommend the septic tank be pumped at every 2
years. There are daily considerations such as not putting plastic or
other nonbiodegradable materials down the septic system. Water use
must be monitored so toilets are not allowed to run when seals mal-
function. To illustrate the point, it should be noted a running
toilet will consume in excess of 1,000 GPD if allowed to run. As the
system is designed for 300 GPD, an excess 1000 gallon loading will
flood and irreparably harm the system.
LIMITATIONS - Our layout, design and recommendations are based on data
submitted. If subsurface conditions different from those described in
this report are encountered, we should be called to observe the sub-
surface conditions. If proposed construction is changed, we should be
notified to evaluate the effect of the changes on the proposed system.
If there are any queAtf call.
E. O. CHURCH, INC
72
Edward O. Church, ,
.'_7 •G�
7 NAt�� 0 �G
�
2 copies sent FSS/O
cc: Pitkin County Health Department, ATTN: Betsy Kipp
cc: Nelson Environmental Solutions, Ltd.
C93
10
2
SE
n
C�
5'
ROPOSED FIELD
8'X31'
SITE PLAN AND LOCATION OF OWS
JOB N0. 7601 FIG
A
0
p
El
CABIN I
HONEYNUT
I BEDRROM POR�H
I
FILTER MATERIAL
(2.5- ONSITE MATERIAL
DISPERSAL GRAVEL
BACKFILL WITH <6 -
ONSITE MATERIAL
1000 GALLON
2 COMPARTMENT
SEPTIC TANK
DESIGN:
A - 0 X 1.75 / A.R. - 300 X 1.75 / 0.95 - 552 SF
USE 18' X 31' FIELD - 558 SF
ONE BEDROOM
SPECIFICATION:
CTL
PI
FILL EXISTING PIT WITH MINUS 6 INCH ONSITE MATERIAL TO TWO
FEET BELOW BOTTOM OF DISPERSAL GRAVEL. EXCAVATE 18'X31' FIELD
AREA TO 2 FEET BELOW GRAVEL. PLACE TWO FEET OF MINUS 2 INCH
ONSITE MATERIAL AS FILTER MATERIAL. PLACE I FOOT OF DISPERSAL
GRAVEL WITH PERFORATED SEWER PIPE. PROVIDE A MINIMUM OF 18
INCHES OF COVER MATERIAL.
JOB NO. 7601
o5
CROSS SECTION OF OWS
FIG 2
06-29-1996 11;17RM FROM E.O. CHURCHJ'ERRITT HOUSE TO
EOC
0
E.O. CHURCH, INC.
ENGINEERS & GEOLOGISTS
JOB NO. 7601
JUNE 29, 1996
SPUR K GUEST RANCH
ONSITE WASTEWATER SYSTEM FOR CABIN 11, HONEYNUT. A 1 BEDROOM CABIN.
REGULATION REQUIRES DESIGN BASED ON TWO BEDROOMS.
SUBSURFACE CONDITIONS BY NELSON AND CTL\THOMPSON
PERCOLATION RATES OF 2 TO 6 MPI.
SOIL CONSISTS OF GLACIAL MATERIAL CONSISTING OF CLAYEY SAND WITH
COBBLES AND BOULDERS, WITH BOULDERS UP TO 12 FEET IN DIAMETER -
WATER WAS OBSERVED IN THE TEST PIT AT 9 FEET BELOW THE OUTLET
PIPE OF THE 1000 GALLON SEPTIC TANK. THE SOIL IS VERY MOIST 1 FOOT
ABOVE THE WATER LEVEL AND WE UNDERSTAND THE WATER WAS 1 FOOT HIGHER
EARLIER IN THE JUNE, 1996. WATER WAS MEASURED IN CTL\P-1 AT A DEPTH
OF 7 FEET, WHICH IS 11 FEET BELOW THE OUTLET PIPE OF THE SEPTIC TANK.
RECOMMENDATIONS:
1. FILL THE TEST PIT TO 4 FEET BELOW THE OUTLET OF THE SEPTIC
TANK WITH 6 INCH MINUS ONSITE MATERIAL. LARGE BOULDERS SHOULD
NOT BE PLACED IN THE PIT.
,/2. EXCAVATION A 1SX31 FOOT BED AREA TO THE LEVEL OF 4 FEET BELOW
THE OUTLET OF THE SEPTIC TANK. FILL REMAINDER OF PIT. I RECOM-
MEND THE LOWER PORTIONS OF THE PIT BE WETTED SO SETTLEMENT OF THE
FILL WILL TAKE PLACE. THE BED SHOULD BE TO THE EAST OF THE LARGE
ROCK IN THE PIT. PLAN AND PROFILE SKETCHES ARE ATTACHED.
,/3. PLACE 2 FEET OF MINUS 2.5 INCH ONSITE MATERIAL AS FILTER
MATERIAL TO THE BOTTOM OF GRAVEL. SUITABLE FILTER MATERIAL
SHOULD BE LIGHTLY COMPACTED TO REDUCE SETTLEMENT.
4. PLACE DISPERSAL GRAVEL AND 4 INCH DISTRIBUTION PIPE IN ACCOR—
DANCE WITH A IS FOOT WIDE BED. EXTERIOR PIPES SHOULD BE 1.5 FEET
FROM THE FIELD EDGE AND INTERIOR PIPES SHOULD BE 5 FEET APART.
S. PLACE A MINIMUM OF IS INCHES OF FILL OVER THE TOP OF THE
DISPERSAL GRAVEL.
A FINAL DESIGN WILL BE SUBMITTED. THIS IS BEING SUBMITTED TO ALLOW
THE PROJECT TO PROCEED AND TO CLOSE THE LARGE PIT.
IF THERE ARE ANY QUESTION, PLEASE CALL.
COPIES ALSO SENT TO BETSY KIPP, PITKIN COUNTY HEALTH DEPARTMENT AND
BOB NELSON. IF THERE ARE ANY QUESTIONS, PLEASE CALL.
EDWARD 0. CHURCH, P.E.
F]
925 East 17th Avenue • Denver, Colorado 6021E-1407 P.O. Box 2869 • Evergreen. Colorado 80437-2889
(303) 832.9692 FAX (303) 832,3517 (303) 674-0660 FAX (303) 674.0813 m
925 East 17th Avsnus • Darier, Colorado $0218-1407
(909) 992.9692 FAX(303)832-3617
P.O. Sm 2969
4.0990
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June 20, 1996
Aspen/Pitkin County
Environmental Health Dept.
130 S. Galena
Aspen, CO 81611
Attention: Ms. Betsey Kipp
Subject: Percolation Test Results
Spur K Ranch
Pitkin County, Colorado
Job No. GS -1878
As requested, we performed percolation tests at the Spur K Ranch in Pitkin
County, Colorado. This letter presents the results of our tests.
On June 18, 1996 we drilled two (2) percolation holes and two (2) profile
holes at the approximate locations shown on the attached Figure 1. Drilling was
performed using a combination of 6 inch diameter air rotary and 4 inch diameter
solid flight auger techniques. Drilling was directed by our engineering geologist
who logged the soils penetrated by our borings. Summary logs of the soils
penetrated are shown on Figure 2.
Our exploratory borings penetrated nil to 1 foot of organic clayey to silty
sands underlain by silty to sandy gravels with cobbles and boulders. One foot thick
lenses of sandy silts and clayey gravels were found in the silty to sandy gravels in
our borings P-1 and P-2. Free groundwater was encountered at 11.5 feet in our
boring Profile -1 the day of drilling and at 6.5 feet in our borings Profile -1 and P-1
one day after drilling.
Slotted 2 -inch PVC pipe was installed to 10 feet deep in our percolation
borings P-1 and P-2. The annulus was backfilled with 3/8 -inch diameter washed
rock. Our percolation borings were saturated the day of drilling and percolation
testing was performed the following day. Test results are presented on the attached
Figures 3 and 4. We recommend a design percolation rate of greater than 5
min/inch. Groundwater is likely present below the planned septic absorption area.
We suggest advancing a test pit or exploratory boring to four feet below the planned
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRIVE 0 GLENWOOD SPRINGS. COLORADO 81601 IN (970) 945-2809
E
10
bottom of absorption system to verify groundwater conditions.
We appreciate the opportunity to work with you on this project. If you have
questions, please call.
Very truly yours,
CTL/THOMPSON, INC.
Wilson L. "Liv" Bowden
Engineering Geologist
Reviewed by:
John Mechling, .E.
Branch Manager
LB:JM:cd
(3 copies sent)
ASPEN/PITKIN COUNTY
/ ENVIRONMENTAL HEALTH DEPT.
` JOB NO. GS -1878 2
PERCOLATION TESTING
SPUR K RANCH
PITKIN COUNTY, COLORADO
BOULDER
0
EXISTING a
TANK
PROFILE 2
0 EXISTING
PROFILE
EXCAVATION
T
m
z
n
m
BOULDER
SCALE I"=20' I
EXISTING
CABIN
BOULDER
P-1
wakx- ;' k"
0 P-2
PROFILE I
LOCATIONS OF EXPLORATORY BORINGS
Job No. GS -1878
i
Fig. I
SATURATION AND PREPARATION
DATE: 617196
TIME AT START OF SATURATION: 3:30 pm
PERCOLATION TEST
DATE: 6 18; 96
WATER IN BORING AFTER 24 HOURS
X YES NO
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
(INCHES)
TIME AT
START OF
INTERVAL
TIME
INTERVAL
(MINUTES)
DEPTH TO WATER
CHANGE
IN WATER
DEPTH
(INCHES)
PERCOLA-
TION RATE
(MIN/INCH)
START OF
INTERVAL
(INCHES)
END OF
INTERVAL
(INCHES)
P-1
1:30
15
77
77
0
--
1:45
15
77
77
0
-
2:00
15
77
77
0
--
2:15
15
77
77
0
--
2:30
15
77
77
0
-
2:45
15
77
77
0
-
3:00
15
77
77
0
--
3:15
15
77
77
0
-
3:30
Job No. GS -1878 Fig. 3
105
100
4J
d
a
w
�
95
N
Organic, clayey to silty sande. (OL)
0
0
�
r
m
1
+`
F-
w
90 —
85
m
75
•Profile -1
EL=98
Profile -2
EL --98
•
P-1
EL --96.5
P-2
EL= 104
SUMMARY LOGS OF EXPLORATORY BORINGS
Job No. GS -1878
0 Indicates free water level. Numeral
indicates number of days after drilling
85 J
that mea3urement was taken.
75
TIndicates drill rig refusal.
NOTES:
I.- Exploratory borings were drilled on
June 17, 1998 with a four inch
diameter continuous flight power
auger and air rotary techniques.
2. Elevations vrere obatined by assigning
an elevation of EL = 100 feet to the
top of the septic tank and are
approximate.
3. These borings are subject to the
explanation3, limitations and
conclusions as contained in this
report.
Fig. 2
a
a
LEGEND:
105
N
Organic, clayey to silty sande. (OL)
r
Gravel, silty to sandy with cobbles
100
+`
and boulders, medium dense to
dense, moist to wet, brown. (GP,GM)
aBoulder
95
m
w
Gravel, clayey with cobbles and
boulders, medium dense to dense,
p°
moist, brown. (GC)
®
Silt, sandyy, medium stiff, moist,
brown. (ML,SC)
90
r.
0 Indicates free water level. Numeral
indicates number of days after drilling
85 J
that mea3urement was taken.
75
TIndicates drill rig refusal.
NOTES:
I.- Exploratory borings were drilled on
June 17, 1998 with a four inch
diameter continuous flight power
auger and air rotary techniques.
2. Elevations vrere obatined by assigning
an elevation of EL = 100 feet to the
top of the septic tank and are
approximate.
3. These borings are subject to the
explanation3, limitations and
conclusions as contained in this
report.
Fig. 2
SATURATION AND PREPARATION
DATE: 6/17/96
TIME AT START OF SATURATION: 3:30 pm
PERCOLATION TEST
DATE: 6/18/96
WATER IN BORING AFTER 24 HOURS
YES X NO
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
(INCHES)
TIME AT
START OF
INTERVAL
TIME
INTERVAL
(MINUTES)
DEPTH TO WATER
CHANGE
IN WATER
DEPTH
(INCHES)
PERCOLA-
TION RATE
(MIN/INCH)
START OF
INTERVAL
(INCHES)
END OF
INTERVAL
(INCHES)
P-2
1:30
15
40
60
20
1
1:45
15
60
68
8
2
2:00
15
45
60
15
1
2:15
15
60
67
7
2
2:30
15
67
73
6
3
2:45
15
48
60
12
1
3:00
15
60
68
8
2
3:15
15
68
76
8
2
3:30
Job No. GS -1878
Fig. 4
• ASPEN*PITKIN •
ENVIRONMENTAL HEALTH DEPARTMENT
COMPLAINT RECORD
DATE Ul l Z HOUR Z:00
RECEIVED BY
ASSIGNED TO
NAME OF ESTABLISHMENT
ADDRESS _cl:�jL
OWNER !m (uld-
ADDRES
COMPLAINANT_ 1> Lk 4yvaA,+ 4-o F1 NC riajw - 5X&V4Id/ acs; AC Yt+S Of 0.ajoi r)5
ADDRESS PHONE
INVESTIGATION/ACTION
BY: __PATE:
FOLLOW-UP
DATE:
FINAL DISPOSITION
BY —DATE:
A.P.E.H.D.:4/8"7
130 South Galena Street Aspen, Colorado 81611 303/925-2020
COLORADO DEPARTMENT OF HEALTH*
CONSUMER PROTECTION DIVISION
A C T I V I Y R E P O R T
FILE REFERENCE: -2,q ?-1 --al -Z- - D0 -oL)-L
INDIVIDUAL OR -n K � ✓�D�
y ,
ESTABLISHMENT: y
ADDRESS:
C
Code
County pl i'kA' rl
L
NARRATIVE:
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4CSf (61- LR.p"l-t
LETTER TO FOLLOW: ( ) OTHER RECOMMENDATIONS:
DATE: aV4w REPRESENTATIVE:
4COs:7 (11/79). _
Pc:
Z C�h+ns wp - s}c vns e_ u.v-k v � . 4(was ✓�11� 1
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37
• COLORADO DEPARTMENT OF HEALTS
DIVISION OF ENGINEERING AND SANITATION
A C T I V I T Y R E P O R T
Section
FILE REFERENCE:
INDIVIDUAL OR
ESTABLISHMENT:
Code -I ' )
County P.T K I
NARRATIVE: Q C KQ r m a ✓1
Q�iyn.Pi� = s�i� ✓i
('Ar-b044(Aj
She a- cue' `�`-'
L j UAJS F�
,YVJ-
J LO
LETTER TO FOLLOW: ( ) OTHER RECOMMENDATIONS:
L10
DATE: )/- / 6 , 19_22. REPRESENTATIVE: -Iy/�� gltl -�( 4a4d,6
ES: 7 (Rev. 6-70-100) CGt4"2a�
1
STANDARD BACTERIOLOGICAL WATER TzS't
Colorado Department of Health
4210 Ea nue - Denver, Colorado 80220
_ D�>� e�.
NACI- OF
SA!APLE TAKEN:, DA E TIM SUPPLY
/�_,�CHLORINE
COUNTY SAMPL�R�4%'��flESIDUAL Q,2_MG/L
(X COMMUNITY SUPPLY 1 ROUTINE DISTRIBUTION SYSTEM SUPPLY
• 1 1 NON COE'L:UF4!TY I CHECK SAMPL" ( ) PROCESSWATER
( 1 OTHER PUBLIC ( 1 RAW ( I GROUND i>CZSURFACE
1 I PRIVATE ( 1 SPECIAL PURPOSE SAMPLE
• NOTE: IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL
BE DISCARDED.
,A i ice- i A
RETURN TO
ADDRESS
CITY STATE
SEE VERSE FOR SAMPLE INSTRUCTIONS AND DEFINITIONS
' LAB MICRO 1061Rev. 118 50M)
•
-�
l•1 _a3 R SULTS
1
MEMBRANE FILTER
w
W
-
a
DIRECT.
VERIFIED
h
ADJUSTED
COUNT�V'(� COLIFORM1100 MLCOLIFORM/100 ML
E;
LAURYL SULFATE BROTH
2
10 10 10 10 10 1.0 0.1
a
24
68
_>
j
-
RGB
MPN COLIFORM/100 NIL
RESULTS GREATER THAN ONE
COLIFORM PER 100 ML INDICATES
w
w
NONCOMPLIANCE WITH MINIMUM
¢
`¢
DRINKING WATER STANDARDS.
0
0
COLORADO DEPARTMENOF HEALTH
DIVISION OF ENGINEERING & SANITATION
DRINKING WATER SUPPLY SYSTEM
ANNUAL INSPECTION
A $ —C
CATEGORY
File No. f County
Facility Name: -7r���G�
��c-+ c/✓ice
Street �o/r/ P.O. Box /Y A
City:/%�r�C�i Colo., 2ipt)9//'Y2
Date•
Population Served: f
ITEM AS FOUND REMARKS
1., COMPLIES WITH MINIMUM LEGAL REQUIREMENTS
2. MEETS QUALITY STANDARDS�ny nn,,
Bacteriological . Irn .- ! Z . . . . .
Chemical . . . . . . . . . . . . . . . . .
Physical . . . . . . . . . . . . . . . . .
Radioactive . . . . . . . . . . . . . . . .
3: DISINFECTION PROVIDED
4. ADEQUACY OF TREATMENT
Disinfection -all supplies unless waivered .
Coagulation, settling -turbid surface sources
Filtration -all surface sources . . . . . .
5. FREE OF SANITARY DEFECTS
No observed cross -connections . . . . . .
Enclosed finished water storage
Well heads not in pits . . . . .
Proper well seal installed . . .
6. SOURCE
Intake -.location satisfactory
No upstream'c'ontamination controllable by entit
'/W
Source: S- Mayor or Manager: !1�
Treatment: ef!± tiG Person Interviewed:
Cap. M.G.D.:
Number Taps: 340
Inspecting Engineer
Local Health Dept. Rep:
Letter to Follow: Yes / / No IA-?"
"R" in "NO" column indicates unsatisfactory
condition Letter to:
ES ENG 1 (Rev.3-69-20)
L12
0
COLORADO DEPARTMENT OF HEALTH
DIVISION OF ENGINEERING & SANITATION
DRINKING WATER SUPPLY SYSTEM
ANNUAL INSPECTION
A B C D
CATEGORY
0
File No. County / i1
Facility Name: lei llar sv
Street or P.O. Box /Yel
City:
Colo., Zip
Date:
Population Served: 9D -
ITEM AS FOUND REMARKS
qM
1. COMPLIES WITH MINIMUM LEGAL REQUIREMENTS
2. MEETS QUALITY STANDARDS
Bacteriological . . . . . . . . . . . . . . !/ _
Chemical . . . . . . . . . . . . . . . . . _✓ _
Physical . . . . . . . . . . . . . . . . . L/
Radioactive . . . . . . . . . . . . . . . .
3. DISINFECTION PROVIDED
/ ✓// /
4. ADEQUACY OF TREATMENT
Disinfection -all supplies unless waivered
Coagulation, settling -turbid surface sources
,iptsrG-"-
Filtration-all surface sources . . . . . .
5. FREE OF SANITARY DEFECTS
No observed cross -connections . . . . . .
Enclosed finished water storage . . . . .
_
Well heads not in pits . . . . . . . .
A
Proper well seal installed . . . . . . . .
,4
6. SOURCE
lLl
Intake location satisfactory . . . . . . .
o
No upstream controllable by entity
_
-contamination
Source: /j�ezT�,G9�o�i�_iu�.�.rT Mayor or Manager:
Treatment: Person Interviewed: s_Q.v4
sP0/S6
Cap. M.G.D.• — Inspecting Engineer:
Number Taps: 3� Local Health Dept. Rep: �^G
Letter to Follow: Yes /i/% No
"X" in "NO" column indicates unsatisfactory
condition Letter to: P9f-Z
ES ENG 1 (Rev.3-69-20)
1 `13
Of. • I.
Section
FILE REFERENCE:
*COLORADO DEPARTMENT OF HEALTH •
DIVISION OF ENGINEERING AND SANITATION
A C T I V I T Y R E P O R T
INDIVIDUAL OR
ESTABLISHMENT: �I 4
,.Y.,
ADDRESS:-z._.f,.�,Q.Q. eo ie -
Code [9-/
County P,.�N�..
NARRATIVE:
W
'�----
of . �f?!�`✓ - _ /J.U�s>�r+L�L'.(.�(��iQLM/.t+l. ��-r,^'ri /�-�iL�^.'
LETTER TO FOLLOW: ( ) OTHER RECOMMENDATIONS:
DATE: a--/ , 197.2. REPRESENTATIVE:
IL4I ES: 7 (Rev. 6-70-100)
*COLORADO DEPARTMENT OF HEALTH •
DIVISION OF ENGINEERING AND SANITATION
A C T I V I T Y R E P O R T
Section
INDIVIDUAL OR
ESTABLISHMENT:
ADDRESS: Z�j ZAAcljL t!o !o
NARRATIVE:
S
Code Q-/
County p iLalm
all
LETTER �1�_ p
TO FOLLOW:( ) OTHER RECOMMENDATIONS:
CK
DATE: a-/ /1, , 19_M. . REPRESENTATIVE:
ES: 7 (Rev. 6-70-100j
Willis E. Parkison
Robert J. Richardson
John L. Kemp
Mr. Lamont Kinkade
Polution Control Office
Pitkin County
506 East Main Street
Aspen, Colorado 81611
Dear Mr. Kinkade:
0 0
Law offices
Parkison, Richardson & Kemp
811 Colorado Avenue
P. O. Box 698
Glenwood Springs, Colorado 81601
October 16, 1972
Telephone
945-5474
Areo Code 303
Re: Exemption for 20 -acre parcel ofland owned
by Fp William Howe and Robert W. Howe
I represent the above -referenced parties who are seeking to obtain an
exemption under Senate Bill No. 35. A hearing was held several weeks ago
on this matter and on Wednesday, October 11 the Planning and Zoning Commission
inspected the property. I have also learned from Fred Wooden that the Planning
and Zoning Commission asked you to inspect the sewage and water facilities on
the premises and write a letter to the Planning and Zoning Commission advising
of their status.
If you have done this could you kindly drop me a brief line as to what
your findings were. If you have not done this could you kindly get the letter
off to the Planning and Zoning Commission at your earliest possible convenience
so as not to unduly delay the exemption.
Thank you for your cooperation.
JLK/c1
Very truly yours,
PARKISON,��HARpSON & KEMP
Byv� 0!j <�, �/-f
41
UJ, 00
•
COLORADO DEPARTMENT OF HEALTH
DIVISION OF ENGINEERING & SANITATION
DRINKING WATER SUPPLY SYSTEM
ANNUAL INSPECTION
A B �Cc D
CATEGORY Ll I_T lrl I l
File No. • County r.4✓
Facility Name: 04 17a.e�
Street or P.O. Box IY ic�
City
Date: 21Z2
—T—�
Population Served: /O
Colo., Zip
ITEM AS FOUND REMARKS
1. COMPLIES WITH MINIMUM LEGAL REQUIREMENTS
2. MEETS QUALITY STANDARDS
Bacteriological . . . . . . . . . . . . . .
Chemical . . . . . . . . . . . . . . . . .
Physical . . . . . . . . . . . . . . . . .
Radioactive . . . . . . . . . . . . . . . .
3. DISINFECTION PROVIDED
4. ADEQUACY OF TREATMENT
Disinfection -all supplies unless waivered .
Coagulation, settling -turbid surface sources
Filtration -all surface sources . . . . . .
5. FREE OF SANITARY DEFECTS
No observed cross -connections . . . . . .
Enclosed finished water storage . . . . .
Well heads not in pits . . . . . . . . . .
Proper well seal installed . . . . . . . .
i
6. SOURCE
Intake location satisfactory . . . . . . .
No upstream contamination controllable by entity z_
Source • Mayor or Manager • !,� �c►►L
Treatment: Person Interviewed:
Cap. M.G.D.;
Inspecting Engineer
Number Taps: A Local Health Dept. Rep:a.�
Letter to Follow: Yes / / No /L7
"X" in "NO" column indicates unsatisfactory
condition Letter to:
ES ENG 1 (Rev.3-69-20)
uI
0
uPlsurtABLE
Pav❑ -
STANDARD BACTERIOLOGICAL WATER TEST e FOR TEST
SNOWMASS WATER a SANITATION OISTNICT 1
P.O. BOX S770 I/, RESULTS
3NOWMASS WLLAIV, CD. 81615 H MEMBRANE FILTER-
Sample Loratlop 8
DIRECT Q Fu
SAMPLE TAKEN DAn TIMEZR- SUPPLYF .WL� Y.
VERIREA a o
CHLORINE
COUNTY SAMPLE RESIDUAL MO/L
( 1 COMMUNITY SUPPLY ( J p TINE DISTRIBUTION SYSTEM SUPPLY y �+
( I NON COMMUNITY ( I CHECK SAMPLE 1 I PROCESS WATER CO 0O � A -,J•
COLIFORM/10OML
1 I OTHER PUBLIC ( 1 RAW 1 I GROUND ( I SURFACE IAURYI SULFATE BROTH
~
PRIVATE 1 x I SPECIAL PURPOSE SAMPLE 2
NOTE. IF ALL INFORMATION IS NOT SUPPLIED. THE SAMPLE WILL to9 i
BE DISCARDED. Q
REMARK Aspen P;�nfl#4 1 = I=
3
RETURN 86B ?? \
y AD011E55 tialt 11L 5kc�MPN CDLIFDRM/1DDMl S Q
1 CITY STATE_ A'�1 VLA 1 I r' RESULTS GREATER ML�TKN ONE -7
1111 COLIFORM LIA 100 ML INDICATES
SEE REVERSE FON TIM LIMRA ONS. SAMPLING INSTRI1CTgN5 ANO OEFWITgNS NON-COMPLIANCE WITH MINIMUM
LAB MICRO 106 (Ah, 30),IOOM DRINKING WATER STANDARDS.
�fASL X111: F -AM N19CrISSGYK
_14- z(f&14 Fry;eio_ Ln Pd. �11r�ed�-Ii•FCD �rILyZ