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Pitkin County Environmental Health Department
Permit for an Individual Sewage Disposal System
0405 Castle Ck Rd, Aspen, Colorado 81611
Phone 970-920-5070 / FAX 970-920-5077
Permit# 01015 Parcel ID# 2643-043-01-006
Type of permit New( X )
Name of Owner Ken Davis
Street Address Aspen Valley Downs
Property legal description Lot 10
Size of lot 10 acres
Water source Private Well
# of bedrooms in house
Addition to
Total square footage of the house 7160
# of offices, lofts & similar sized rooms in house 1 basement room
Caretaker unit detached Total square footage of the caretaker unit
# of bedrooms in caretaker unit 2 # of offices, lofts & similar sized rooms in caretaker unit
Designed for what # rooms (list) 7 SEVEN
Permit information
Designed by Church & Associates
Mailing Address 4501 Wadsworth Boulevard, Wheat Ridge, CO 80033
Perc rate 38 Profile hole depth 9 ft Depth to groundwater or bedrock >9 ft
Septic tank capacity 3500 minimum
Absorption area 3452 sq ft, 30%infiltrator reduct=2416
Comments
Septic permit approved per compliance with the engineer design and specifications dated August 9, 2000. Any
changes must be approved by this department and the design engineer prior to them being made.
Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin
County ISDS regulations.
This department does not endorse any brand of products. The engineer must do a final inspection of the
installation and submit an as -built letter to this department. This department must also be called for an inspection
with a minimum of 48 hours advanced notice.
Permit approved by: y Date: 3 a4 of
Plans and specifications of the p oseci individual sewage disposal system have been reviewed and are considered
satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin
County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was
issued unless system construction has commenced or an extension has been approved in writing by the Department.
As -built drawings must be included with this permit before the final approval will be issued.
Installer:
Final Inspection Approval: haX� J ,>_c— Date: 311,9 4 Zp /
ASPEN/PIT'tIN ENVIRONMENTAL HEALTH DEPARTMENT
APPLICATI OR INDIVIDUAL SEWAGE DISPO,*SYSTEM
1 S. Galena St., Aspen Colorado 8161
Phone 970-920-5070/Fax 970-920-5039
Name of OWNER KFy i,) Q41), S
Owner's Mailing Address -71 S w Mn� .J S u J T -r /04 /15 P>
Business shone: 0f2 5 — 17// q Home Phone: 379 — o S 29
Primary Contact Person (all communication regarding this permit will go through this person)
Name tGP J 1a S
Company Oa -v11< Co
Contact Mailing Address 7I C, 57- u Tg- /Vy sow ?16, f /
9usiness Phone : °/.Z<
..-91)41 Cell Phone : 3 7 - 6 S 7 Fax : G
Parcel ID # (available from assessor's office
at 920-5160 or at www.aspen.com/assessors 2- L- Y 3• Q 3- 6 - O O
Street address of property
Legal Description: Lot 10 Block Filing Subdivision S _ L/a//z- Oo �S
Size of lot: —�fl— acres. Type of proposed structure: Size of bldg. envelope:
Total square feet of house 71 (o O # of bedrooms in house Al
# of offices, lofts 8 similar sized rooms in house
Qi�v
nit: Attached ( ) Detached( X}� ) Total area (sq. ft.) of caretaker unit 3 Un,
unit
n
# of offices. lofts and similar size rooms of caretaker unit
Permit is for. New Home (\_,) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( )
Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System ( )
If community system: Name of system
The fee for a ISDS application is 5330 for a permit that takes 5 hours or less for the department to approve. If approval takes
longer than 6 hours, a rate of 555 per hour will be charged. The maximum fee is $1000. The basic fee of 5330 is due at the time
of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before
final approval of the ISDS permit
Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and
accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour
intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain
files, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify
that any such features not shown on attached site map are not present Issuance of the permit does not imply the approval of
any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all
approvals and permits have been obtained.
The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless
should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by
the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system.
00
Signature of appl' Lls �COJ7M }GTo�� Date 7 zo 190,
Received by Receipt # 379`0 Date 7 Q��
I
ASPEN&KIN ENVIRONMENTAL HEALTH D RTMENT
APPLICH iN FOR INDIVIDUAL SEWAGE DISP AL SYSTEM
130 S. Galena St., Aspen Colorado 81611
Phone 970-920-5070/Fax 970-920-5074
Name of OWNER k,Ey/j D,4✓IS
Owners Mailing Address 7D S GU Ma 51,f irij, /0.5' !(D
Business Phone: 5a S9// Home Phone: qy� - 3 / 8 U
Primary Contact Person (all communication regarding this permit will go through this person)
Name bo, -j [34QJ2 -
Company 13 22 `O
Contact Mailing Address W 9&- tfr T L £r!,6 Z
Business Phone: Cell Phone: 3 ?9—//00 Fax 9 2 7 - O S
Parcel ID # (available from assessor's omce
at 920.5160 or at www.aspon.com/assessors
Street address of property 720 /
Legal Description: Lot 10 Block Filing
Size of lot: 10 acres. Type of proposed structure:
,Subdivision
(?42�j Size of bldg. envelope:
Total square feet of house 3 $ yo # of bedrooms in house
# of offices, lofts & similar sized rooms in house
Caretaker Unit: Attached X Detached ( ) Total area(sq. ft.) of caretaker unit
# of bedrooms in caretaker unit # of offices, lofts and similar size rooms of t
Permit is for: New Home (v, Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( )
Water: Private well (✓} Spring ( ) Stream ( ) Community/Public Water System ( )
If community system: Name of system
The fee for a ISDS application is 5330 for a permit that takes 6 hours or less for the department to approve. If approval takes
longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time
of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before
final approval of the ISDS permit.
Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and
accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour
intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain
tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify
that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of
any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken unfit all
approvals and permits have been obtained.
The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless
should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by
the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system.
Signature of pli \ �— Date (o� 3foo
Received b Receipt # 50 Date
G:\eh\isds\isdsapp . oc
i 0
ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT
SEPT IC SYSTEM APPLICATION CHECKLIST
NOTE: SEPTIC PERMIT APPLICATIONS CANNOT BE ACCEPTED UNTIL ALL OF THE
INFORMATION BELOW IS INCLUDED.
The soils test and system design must be done by a Registered Professional Engineer. You should plan
to meet with the RPE at your site to discuss where the soils tests should be done to meet all of the
County regulations and where you want to put your house. The RPE will be your contact for issues you
want to discuss about your system's size and location. The RPE should check each box to indicate the
following have been submitted before the application can be accepted.
Q Completed application form
Engineer design stamped by a RPE registered in the State of Colorado.
Site map showing locations of, or stating that the following do not exist: all existing and
proposed wells within setback distances (including on surrounding properties), contour
intervals, all proposed and existing buildings, property lines, ditches, slopes of greater than
15%, water lines, sprinkler systems, springs, suction (irrigation) lines, drinking water cisterns,
drain tiles, irrigation ditches, lakes. ponds, water courses, streams, floodplain, floodways, dry
gulches, or existing septic systems. This must include all such features on neighboring
properties within setbacks.
❑ Complete building floor plans. Floor plans should be 11x17.
Proof of adequate water supply: for private wells, recent well driller's pump test showing gpm
actually produced, well permit showing legal supply, and test showing good quality; for
community systems, proof there is adequate water for all houses served by the system; for other
systems, proof of adequate quality and number of gallons/minute. Well must be drilled before
septic permit can be issued.
❑ Env. Health has been called to look at profile hole
❑ Percolation tests (make sure to do lesser of 3 holes or one/1200 sq. ft. of field
❑ Permit fee
❑ Copy of county approval (1041 approval, subdivision approval, etc.)
❑ Check if your septic system is within the building envelope and no part of the system is more
than 30" above grade. If both of these conditions are not met, you must obtain written
approval from Community Development before submitting this application.
g:\eh\isds\isdsapplic\isdachck.doc
I
Aspen/Pitkin Environmental Health Department
Permit for an Individual Sewage Disposal System
130 S. Galena St. Aspen, Colorado 81611
Phone 970-920-5070 / FAX 970-920-5074
Permit # 99063 Parcel ID # 2643-043-01-006
Type of permit New( X ) Repair( ) Addition to House( )
Name of Owner Ken Davis
Street Address
Property legal description Lot
Downs
Size of lot 10 acres Total square footage of the house
Water source Private Well
# of bedrooms in house
Caretaker unit
# of bedrooms in caretaker unit
Designed for what # rooms (list)
Designed by
Mailing Address
# of offices, lofts & similar sized rooms in house
Total square footage of the caretaker unit
# of offices, lofts & similar sized roollkin caretaker un' _
FIVE - for Main Residence Only: 4 BR's + 1 ba ment roo / full bath
Permit information
Church & Associates
4501 Wadsworth Boplevard, Wheayhjpe, CO 80033 \
Perc rate 38 mpi Profile hole depth
Septic tank capacity 2844 gallons mlr
This permit is for the main residence only.
9 ft Pepth to groundwater or
+9 ft
Septic permit approvedIKik, ompliance with the engineer desi and spe ' ications stamped 8/10/99. Any
changes must be approved bythis department anV the design engi r prior to them being made.
Design is for one 2000 gallon single ompartment c
compartment concrete tank with a dosi siphon in
infiltrator units for a total area of 1984 sq. M.There
Minimum horizontal distances between componis of
County ISDS regulations.
ate septic tank to be followed by one 1000 gallon single
reened vault. Engineer design uses a 30% reduction for
be five trenches, two units wide, for a total of 128 units.
system and physical features shall conform to the Pitkin
Permit approved by: 'Date:��l 4 `/
Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered
satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin
County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was
issued unless system construction has commenced or an extension has been approved in writing by the Department.
As -built drawings must be included with this permit before the final approval will be issued.
Installer:
Final inspection approval:
I
Date:
Pitkin County Environmental Health Department
Contact Log Sheet � �, 9 Z �) c/ .3 61 _ OL) L
Name:
I
ParcelID#: Address:
Date
Person3ppkeq To . Comments / Action to be Taken Initials
Time
z -7-7L d
o -
ff
' IN
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• 0
CHURCH & Associates, Inc.
ENGINEERS & GEOLOGISTS
November 17, 2000
Don Barr
22 Crown Mountain Drive
Basalt, Colorado, 81621
Subject: Installation Observation, Davis Residence
Lot 10 Aspen Valley Downs
Pitkin County, Colorado
Job No. 11019
Mr. Barr,
Q� 15ID
As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on
August 30, 2000. The system was designed under our Job No. 11019, dated August 9, 2000.
The system includes the installation of one 1000 -gallon, single -compartment, precast concrete septic tank
with an effluent filter on the outlet (placed by the caretaker unit), one 2000 -gallon single -compartment
precast concrete septic tank with an effluent filter on the outlet, and one 1000 -gallon single -compartment
precast concrete septic tank with a pump, as indicated on Figure 1. The drain field consisted of seven
chamber -beds. Beds `A' have 2 rows of 13 chambers, and bed `B' has 2 rows of 12 chambers, for a total
infiltrative area of 2790 square feet (SF). Cleanouts were placed at 100 -foot intervals along discharge line.
The pump, alarm, and filter were in place at the time of our site visit. The construction foreman, Don Barr,
may activate pumping system at his discretion. The components of the OWS were installed in conformance
with our plans and specifications.
If there are questions or if we may be of further service, please call.
Sincerely,
CHURCH and Associates'0111%5)o REQ`
Edward O. Church, P.11 13172
EOC/trp/erb
2 copies sent
copy to APEHD, Attn: Nancy MacKenzie, 0405 Castle Creek Road, Suite 10, Aspen, CO 81611
DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358
303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455
LOVELAND 970.663.2124
l�
0
i
/S
Percolation Test Result Form
Hole
Hole
Length of
Water Depth
Water Depth
Drop in Water
Percolation Rate
No.
Depth
Interval
at Start of
at End of
Level (min.)
(min./in.)
in.
min.
Interval min.
Interval min.
1
27
30
17.00
26.00
9.00
3
30
10.00
11.50
1.50
20
30
11.50
12.00
0.50
60
30
12.00
13.25
1.25
24
2
31
30
10.00
17.50
7.50
4
30
17.50
18.75
1.25
24
30
18.75
21.00
2.25
13
30
21.00
22.50
1.50
20
3
26
30
14.25
18.00
3.75
8
30
18.00
19.75
1.75
17
30
19.75
20.50
0.75
40
30
20.50
23.00
2.50
12
4
38
30
14.00
16.75
2.75
11
30
16.75
19.00
2.25
14
30
19.00
24.00
5.00
6
30
24.00
26.50
2.50
12
JOB NO.
11019
FIGURE6
/S
00 00
Percolation Test Result Form
Hole
Hole
Length of
Water Depth
Water Depth
Drop in Water
Percolation Rate
No.
Depth
Interval
at Start of
at End of
Level (min.)
(min./in.)
in
min.
Interval min.
Interval min.
5
30
30
13.75
17.00
3.25
9
30
17.00
18.00
1.00
30
30
11.50
20.50
9.00
3
30
20.50
23.00
2.50
12
6
29
30
14.00
15.75
1.75
17
30
15.75
16.50
0.75
40
30
16.50
17.00
0.50
60
30
17.00
17.50
0.50
60
JOB NO.
11019
FIGURE 7
•
LOT 10, ASPEN VALLEY DOWNS
PITKIN COUNTY, COLORADO
2790 SF OF GRAVELLESS BE
CHAMBERSANFILT
'A' -13 C IN LENGTH
BERS WIDE
'B' -12 CHAMBERS IN LENGTH
- 2 CHAMBERS WIDE
MINIMUM SETBACK
DISTANCE FROM FIELD
POND IF UNLINED - 225 F
NOTE:
WELL IS INSTALLED 275 FEET MINIMUM FROM
OWS FIELD -
CLEANOUTS ARE PLACED AFOINTERVALS
MINIMUM SETBACK DISTANCE
TO POOL - 25 FEET
17
JOB NO. 11019
i
1
►� PARKING
I
I..............\..............
��
In
NEI
IJOWL
NOT TO
SCALE
CONTOUR INTERVAL: 2'-0"
PROVIDED BY LINES IN SPACE
OWS AS -BUILT DRAWING
FIGURE 1
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PATRICK W. S KE
ARCHffECT3
v0 Ha S)1
N.-h�. fRfwY,v�ae: r
B2.1
CT/BARN
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u
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PATR W. STI1C[EY
AROIA w
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PAY3Cd PVN BIen
DAVIS
RESIDENCE
LOT 10
ASPEN VALLEY
DOWNS
SUBDIVISION
PITKIN
COUNTY,
COLORADO
KEVIN DAVIS
PRINT DATE
SEPT. 27, 1999
ISSUE DATE
SEPT. 27, 1999
B2.2
19 1 CT/BARN
RAIRICI( W. STIIO(EY
A30A3
lc py w
swar caaRmoeiu�
no.nx
KEVIN DAVIS
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9
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CHURCH & Associates, Inc.
ENGINEERS & GEOLOGISTS
August 9, 2000
Don Barr
22 Crown Mountain Drive
Basalt, Colorado 81621
Subject: Subsurface Investigation and OWS Design, Proposed Davis Residence
Lot 10, Aspen Valley Downs
Pitkin County, Colorado
Job No. 11019
Dear Mr. Barr,
RECEIVED
MAR 0 5 2001
PIMN COUNTY
ENVIRONMENTAL HALTH
As requested, we have evaluated subsurface conditions at the site and designed an onsite wastewater system
(OWS) for the proposed residence. Our firm investigated subsurface conditions on April 28, 1999. This
design is both a design and "as -built" drawing. All other OWS designs and revisions concerning the subject
site should be discarded to avoid confusion.
SITE CONDITIONS - The lot is located in a rural residential area in Pitkin County, Colorado. The
proposed drain field area has a gentle slope of 14%. There is a moderate cover of native grasses in the
proposed field area.
PROPOSED CONSTRUCTION - A five -bedroom residence having greater than 6000 square feet (SF)
and a two-bedroom caretaker unit having less than 2000 SF are proposed at the locations presented on
Figure 1. We are sizing the OWS based on 7 bedrooms and 1600 Gallons Per Day (GPD) using Aspen/
Pitkin Environmental Health Department (APEHD) loading of 130 and 75 gallons per day per person. The
loading was determined based on individual detached structures. The sewage loading with a peaking factor
of 1.75 is 2800 GPD. This loading includes washing machines and garbage grinders. A pool is proposed at
the southwest comer of the residence, which must be located 25+ feet from the drain field. Ponds are
proposed south of the residence, which if unlined, must be located 152+ feet from the drain field. All wells
must be 202+ feet from proposed drain field.
SUBSURFACE CONDITIONS —A subsurface investigation was performed by digging 6 percolation
holes, 27 to 38 inches deep, and one profile pit at the locations indicated on Figure 1. Subsurface conditions
in the profile pit consisted of 1 foot of topsoil underlain by silty, sandy, red clay to the maximum depth
explored of 9 feet. Percolation tests indicate percolation rates of 14 to 60 minutes per inch (MPI). The
average percolation rate is 38 MPI.
RECOMMENDATIONS — The installation must include three septic tanks, a pump, and 7 chamber -beds
at the locations presented on Figure 1. The OWS design is based on an average sewage load of 1600 GPD
and a percolation rate of 38 MPI. The installation must include one 1000 -gallon single compartment and
one 2000 -gallon single -compartment precast concrete septic tanks with effluent filters on the outlets, to be
followed by a 1000 -gallon single -compartment precast concrete septic with a pump, as indicated on Figure
DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033
CASTLE ROCK
303.660.4358
303.463.9317 Fax: 303.463.9321
EVERGREEN
303.816.1455
D9 I
LOVELAND
970.663.2124
Design
Jobb No. 11019
Page 2
1. The proposed tank configuration will adequately serve the main residence and detached caretaker unit. Z (v
Seven chamber -beds must be installed; beds 'A' should have 2 rows of 13 chambers, and bed 'B' should y
have 2 rows of 12 chambers. A pump is required to distribute the effluent throughout the field to increase
the efficiency of the field. We recommend two distribution boxes to distribute eluent among the beds.
Pump details are presented as Figure 4.
The surface of the field should be seeded after installation of the fields. A native seed mix should be used.
These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler
system should be installed over the fields. No landscaping or plastic can be installed over the fields, which
will reduce performance of the fields. Livestock should not be confined above the fields.
OPERATION AND MAINTENANCE - The owner must realize an OWS is different from public sewer
service and must assume the responsibility for maintenance of the OWS. The OWS is relatively maintenance
free, but the owner must have the septic tanks pumped. The septic tanks should be pumped and filters
should be cleaned, according to manufacturer's specifications, every two years. There are daily considera-
tions, such as not putting plastic or other nonbiodegradable material into the OWS. Water use must be
monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, a running toilet
can consume in excess of 1000 GPD. A loading of 1000 GPD could flood and irreparably harm the OWS.
We caution against installation of a water softener. The hydraulic loading from backwash of water softeners
may be detrimental to OWS. A separate drywell should be constructed for the backwash waste, if a softener
is installed. Chemically treated water from a swimming pool or spas should not be introduced to the OWS.
LIMITATIONS - An OWS design requires installation by a contractor who is experienced in its
installation. Our investigation, layout, design and recommendations are based on data submitted. If subsur-
face conditions considerably different from those described in this report are encountered, we should be
notified to evaluate the effect on the proposed OWS. If the health department makes modifications to this
design, we should be contacted to evaluate the impact on the performance of the OWS.
All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements,
septic tank construction, and other specifications, which are not depicted in our report, are to conform to
the requirements of the ISDS regulations. The installer of the system is to have demonstrated knowledge of
the APEHD ISDS regulations and requirements.
If there are questions or if we can be of further service, please call. Our project engineer is Tim Petz
CHURCH & Associates In ,nom o
CrY VY.0
Edward O. Church, P. 3172
EOC/trp
copy to APEHD, Attn: Nancy MacKenzie
QS
0
LOT 10, ASPEN VALLEY DOWNS
PITKIN COUNTY, COLORADO
3
2, (e
IS
2790 SF OF GRAVE LESS TR
WITH CHAMBERSAiL 01
A' - 13 C IN LENGTH
BERS WIDE
'B' -12 CHAMBERS IN LENGTH
- 2 CHAMBERS WIDE
I-1
2'JIPV
Lq-1
LEVEL
1
MINIMUM SETBACK \
DISTANCE FROM FIELD
POND IF UNLINED - 225 F ET
NOTE:
WELL TO BE INSTALLED 275 FEET MINIMUM FROM
OWS FIELD '
CLEANOUTS IQ—BE PLACED AT 100 T �.
INTERVALS \
MINIMUM SETBACK DISTANCE M FIELD
TO POOL - 25 FEET
Qcp
JOB NO. 11019
PARKING
1
ON
NOT TO
SCALE
CONTOUR INTERVAL: 2'-0"
PROVIDED BY LINES IN SPACE
LOCATION OF PERCOLATION HOLES, AND
LOCATION OF PROPOSED OWS
FIGURE 1
0
TYPICAL DI Ant \/M: -w - KIT c
DISTRIBUTION BOXES
4 '�k_MLUULL vU rVt PVC PIPE PLACED ON GROUND
OBSERVATION/VENT PIPE SURFACE ACCORDING TO
MANUFACTURER SPECIFICATIONS
(PIPE INSTALLED LEVEL)
TYPICAL CROSS—SECTION — N.T.S.
4" SCHEDULE 40 PVC
BSERVATION/VENT PIPE
WITH CAP
4
1.5'
CALCULATIONS AND SPECIFICATIONS
MIN.
SEVEN TOTAL BEDS
4" SDR 35 PERFORATED
PVC PIPE PLACED ON GROUND ACCORDING TO
MANUFACTURER SPECIFICATIONS
SCOPE FOR DRAINAGE
TYPICAL DISTRIBUTION BOX — N.T.S.
7' APPROXI
PLAN
VIEW Z
Ir� I
I A
rNLET
OUTLET
)ITIONAL 'A' BEDS
AFFLE
CONCRETE DISTRIBUTION
BOX OR EQUIVALENT
4" SCHEDULE 40
PVC PIPE
INLET OUTLET
VIEW VIEW
DESIGN CRITERIA
IGRAVELLESS
CHAMBER_
1.5' APPROX.
1' AP ROX.
3'
BY 6.25
INLET OUTLET
VIEW VIEW
DESIGN CRITERIA
IGRAVELLESS
CHAMBER_
3'
BY 6.25
RESIDENCE - 5 BEDROOMS, >6000 SF
CARETAKER UNIT - 2 BEDROOMS, 12000 SF BE[)
S ECIFICATIONS
TREATMENT UNIT SPECIFICATIONS
LOADING - 130 GAL/DAY/PERSON
LOADING - 75 GAL/DAY/PERSON
NUMBER OF BEDS -
7
TOTAL LOADING - 1300 GPD
TOTAL LOADING - 300 GPD
LENGTH OF 'A BEDS
- 81.25 FEET, 13 CHAMBERS
TOTAL CAPACITY - 1.75 X O X (30 HOURS/24 HOURS) = 2844/657 GALLONS
PERCOLATION RATE - 38 PI
PERCOLATION RATE - 38 MPI
'A'
2 CHAMBERS
RECOMMENDATION ONE 2000 -GALLON SINGLE -COMPARTMENT PRECAST CONCRETE
AREA - (1.75 X 0 X,/'TY/5
AREA - (1.75 X 0 X T)/5
WIDTH OF BEDS -
'B'
6 FEET,
SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET AND TWO 1000 -GALLON
AREA - 3605 SF
AREA - 647 SF
LENGTH OF BED -
75 FEET, 12 CHAMBERS
SINGLE- COMPARTMENT PRECAST CONCRETE SEPTIC TANKS WITH AN EFFLUENT
REDUCTION FOR CHAMBERS - 30%
REDUCTION FOR CHAMBERS - 30%
WIDTH OF 'B' BED -
6 FEET, 2 CHAMBERS
FILTER ON THE OUTLET OF THE CARETAKER TANK AND A PUMP
TOTAL AREA - 1964 SF
TOTAL AREA - 453 SF
TOTAL AREA - 2790
SF
IN THE DOSING 1000 -GALLON TANK.
j
DRAIN
FIELD DETAILS
11
CHURCH & ASSOCIATES, INC.
Effluent Pumping System
1000 -GALLON SINGLE -COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH PUMP
Union Joint
Power Line With
$oepapteePO ate nn ircuits
From First Septic Tank
Liquid Level o
Effluent Pump
Concrete Block
Disclosure: The owners of Church & Associates, Inc. also awn S.C.G.
Enterprises, Inc. which distributes Orenco Systems Inc. products
Patents 1 4,439,323 & 5,492,635
Foreign Patents Pending
® 1997, Orenco Systems, Inc.
JOB N0.11019
Pump Line
To Field
Weep Hole (1/4'
Kgh Level
Alarm Float
On/Off
Set For 150
Gallon Dose
Orenco Systems®
nen ed
EDW—TD-9
Rev. 1.0 (2/98)
FIGURE 3
•
•
CHURCH 6Associates.Inc.
Pump System Design Criteria
Design Flow
Distributing Valve Model (# of Zc
Lift to Distribution I
Discharge Assembly
Transport Line
Pipe Class/Schr
Transport Le
Flow f
Add-on' Head
Friction Head Losses:
Head Loss in Transport Pipe 1.6 feet
Head Loss through Discharge Assembly 4.5 feet
Head Loss through Distributing Valve 0.0 feet
Head Loss through Flow Meter 0.0 feet
Size Pump for:
DESIGN FLOW RATE 30.0
TOTAL DYNAMIC HEAD 26.1
r
" ISO
x
v
50
Effluent Pumps
1/2 Hp to 11/2 Hp
60Hertz 115/230Vok
Curve pc3
•Available in 11 W or 230V
P30 07.4 stage
P30 05.3 stage'
0 10 20 30 40 FIGURE 4
Net Discharge, GPM
t
i
PROFILE PIT INFORMATION
1
2
3
4
5
6
7
8
9
0
PROFILE -1
TOPSOIL, SANDY,
RED/BROWN, ROOT ZONE
CLAY, SILTY, SANDY,
SPARSE GRAVEL, VERY
STIFF, MOIST, RED
INDICATES DEPTH TO FREE WATER AND THE NUMBER OF DAYS AFTER
DRILLING THE MEASUREMENT WAS TAKEN
�► INDICATES DEPTH TO CAVE AND THE NUMBER OF DAYS AFTER
DRILLING THE MEASUREMENT WAS TAKEN
} INDICATES DEPTH TO PRACTICAL AUGER REFUSAL
33/12 INDICATES THAT 33 BLOWS OF A 140 POUND HAMMER FALLING 30
CCC"' INCHES WERE REQUIRED TO DRIVE A 2.5 INCH O.D. SAMPLER 12 INCHES
JOB NO. 11019
FIGURE 4
Percolation Test Result Form
Hole
Hole
Length of
Water Depth
Water Depth
Drop in Water
Percolation Rate
No.
Depth
Interval
at Start of
at End of
Level (min.)
(min./in.)
in.
min.
Interval min.
Interval min.
1
27
30
17.00
26.00
9.00
3
30
10.00
11.50
1.50
20
30
11.50
12.00
0.50
60
30
12.00
13.25
1.25
24
2
31
30
10.00
17.50
7.50
4
30
17.50
18.75
1.25
24
30
18.75
21.00
2.25
13
30
21.00
22.50
1.50
20
3
26
30
14.25
18.00
3.75
8
30
18.00
19.75
1.75
17
30
19.75
20.50
0.75
40
30
20.50
23.00
2.50
12
4
38
30
14.00
16.75
2.75
11
30
16.75
19.00
2.25
14
30
19.00
24.00
5.00
6
30
24.00
26.50
2.50
12
JOB NO.
11019
FIGURE 5
DAVIS
RESIDENCE
LOT ID
ASPEN VALAY
DOWNS
SUBDIVISION
PITIUN,
COUNTY,
COLORADO
KEVIN DAVIS
0
1N
w+E ft
S
SCALE: I'=20'
CONTOUR INTERVAL: 2'-0'
CERTIFICATE
sm[. icnau. solo loris. wr s�urEr us nerrED E[ wE�EED �o �
civ _eusaaco ua[ sIIELri siu .wr`s LEQ ro rre LLsr a wfeais
um rxis wry ef. areLn Feu
�1ELrttf,Fe
L [ �[a• . r.[. �. ow Imo
jt
J"oiii iLPs
LEGEND AND NOTES
• rove r.ron rrc sa E�rvE[a[ anu
� DI [[M Q•Ip[ IxE
W�ID�eO Mrt�a[ LAR
m [ELEI.4[.LDE)rLL
• ElfCA1C YuettE
•� i%'f l.. �'lepp Ww''E'1•
TOP A NAP
A onion o or l A[ en V,11,,
t" LNIiES NV SPACE
SrC rLAGCOAF ([SM///l
ew el+mo�n+ec caa .Lw-au,ev
allE' [1/.lVftl SCYE: ! - XI' .RV A6' Ablfl
x
3S
DAVIS
RESIDENCE
LOT 10
ASPEN VALLEY
DOWNS
SUBDIVISION
PrFrJN
COUNTY,
COLORADO
I avizzlLUF!
PRINT DATE
ISSUE DATE
2.1
RESIDENCE
�
DAVIS
RESIDENCE
LOT 10
ASPEN VALLEY
DOWNS
SUBDIVISION
MTKIN
COUNTY,
COLORADO
KEVIN DAVIS
PRINT DATE
ISSUE DATE
A2.2
RESIDENCE
• • 0 0
DAVIS
RESIDENCE
LOT 10
ASPEN VALLEY
DOWNS
SUBDIVISION
PITKIN
COUNTY,
COLORADO
KEVIN DAVIS
PRINT DATE
IRFPJim-IM
A2.4
RESIDENCE
39
n
2.51
RESIDENCE
DAVIS
RESIDENCE
LOT 10
ASPEN VALLEY
DOWNS
SUBDIVISION
PRKIN
COUNTY,
COLORADO
KEVIN DAVIS
PRINT DATE
ISSUE DATE
A2.6
RESIDENCE
qI
A2.7
RESIDENCE
L 'd
DAVIS
RESIDENCE
LOT 10
ASPEN VALLEY
DOWNS
SUBDIVISION
RTKIN
COUNTY,
COLORADO
KEVIN DAMS
PRINT DATE
ISSUE DATE
I
B2.1
BARN
L/3
�'-
0
DAVIS
RESIDENCE
LOT 10
ASPEN VALLEY
DOWNS
SUBDMSION
PITKIN
COUNTY,
COLORADO
KEVIN DAVIS I
PRINT DATE
ISSUE DATE
B2.2
BARN
0
DAVIS
RESIDENCE
LOT 10
ASPEN VALLEY
DOWNS
SUBDIVISION
PITKIN
COUNTY,
COLORADO
KEVIN DAVIS
FNT DATE
ISSUE DATE
B2.3
BARN
qS
07/15/99 THU 10:54 FAX 10945 5948 SCHMUESER GORDO#ER
ASPEN VALLEY DOWNS
WATER SYSTEM
Aspen Valley Down is served by three water systems. Each system is composed of a
well and a holding tank. From the holding tank, water will flow to a pitless well for each
individual lot. Each lot will pump water for the home, from the pitless well to their individual
on-site water facilities. This water will be metered at the pitless well. Two-inch waterlines
serve each building envelope. Each holding tank has three floats in it to operate the system well
pump: Float 1 - high water; float 2 - operating water level; float 3 - low water, A flashing
red light will activate at the well site when the low water float is activated. Low water will
allow an average day's use of 350 gallons per day for each house as a reserve.
The common part of each water system is the well, well pump, tank and floats. The
individual part of each water system is the pitless well and pump, water meter and waterline to
residence. The homeowner is responsible for all improvements inside the building envelope.
It is our opinion each house will need at least one "in-house" pressure tank. Each house is to
have a sprinkler system. A private fie cistern will be supplied by the common water system.
The size of this private fire cistern and pump is dependent on house size and sprinkler system
design. The water system has been designed to accommodate 5000 square feet of landscape
irrigation per lot.
Lots 1.2 & 3 Water System
This water system is located on Lot 1. Well 4 serves this water system and
produces more than 27 gallons per minute. A 6000 gallon tank is buried near the well.
Lot 4
Well 5 serves this lot. Only the well exists, as it is an individual well for a single
lot. Total well production is 11.6 gallons per minute.
SCHMUESER GORDON MEYER. INC.
1
LEA=
07.15.99 THC 10:54 FAX 1945 5948 SCHMUESER GORDON�ER
K 1 ti� T,1
This water system is located on common open space below Lot 7. Well 8 Serves
this water system and produces more than 34 gallons per minute. A 4000 gallon tank
is buried near the well.
Lots 6. 7. 8 & 9 Water System
This water system is located on Lot 8. Well 1 serves this water system and
produces more than 30 gallons per minute. A 6000 gallon tank is buried near the well.
Attachments:
Well legal description, well driller's report, pump test report, State drinking water test results.
R7:7146619
GORDON MEYER. INC.
G
07/15/99 THU 10:54 FAX 1 ap45 5948
SCHMUESER GORDON MEYER, INC.
118 W. 614 St. Suite 200 P.O. Boa 2155
Glenwood Springs, CO 81601 Aspen, CO 81612
(303) 945.1004 (303) 925.6727
FAX (303) 945-5948 FAX (303) 925-4157
SCHMUESER GORDO)WR 10004
.ae 4V-12 )� m 2 Le) -Ts 5-1c)
SHEET NO
CALCUUTEO By
OF
OATS
CHEC�O BY DATE
om
.... .. .. 4ih Cp�lls♦ �. IIVV ; '
.... .. .... 0c)0 :.
i
07%15:99 THP 10:55 FAX 1 9-45 5948
(303) 925-6727
FAX (303) 925-4157
Well #8 Description
SCHMLiESER GORDON MEYER
SUENCA R
RVEYORS
'5(;M-
90MRNS m
wftu rerm -
Job #7146
August 11, 1992
10005
P.O. Box 2155
Aspen, CO 81612
A well situate in Section 4, Township 9 South, flange 85 West Of the
6th Principal Meridian, Pitkin County, Colorado being more
particularly described as follows:
Said well lying 1175.43 feet north of the southerly line of said
Section 4 and 909.16 feet east of the westerly line of said Section
4 and whence the Witness Corner to the southwest corner of said
Section 4 bears S 59-34-05 W 1045.39 feet.
(Aspen Valley Ranch)
1001 Grand Ave., Sufte 2E • Glenwood Springs, Colorado - (303) 945-1004
yy
M
07/15/99 THU 10:55 FAX 1 970 945 5948
FCS 13 '92 13:55 SHELTON DRILLING CO.
0
SCHNUESER GORDON HEYER
303 927 3801
19 1006
TO: 303 945 5948 P01
WELL COMPLETION AND TEST REPORT FOP OFFICE USE ONLY
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER EM
WELL PERMIT NUMBER HH -29437 ^1
AJ
OWNER'S NAME(S) Aepen Valley Ranch A/
Ma111ngAddress P 0. Box 250 7"
Clty, St Zip Doody Creek. Co. 81556
Phone 923-2017 APPROVAL I GW59141-07
WELL LOCATION AS DRILLED: ST; 1/4 SW 1/4 Sea. 4 Twp. 95 Range 65V
DISTANCE FROM SEC. LINES:
Ft From Sec Line. And Ft. From Sec Una. Or
SUBDIVISION: LOT BLOCK RUNG (UNIT)
STREET ADDRES5 AT WELL LOCATION:
GROUND SURFACE ELEVATON ft. DRILLING METHOD : Air Rotary
DATE COMPLETED 09./31/92 TOTAL DEPTH 21S ft. COMPLETED DEPTH 200 ft
S. GEOLOGIC LOG:(in)
Depth Type of l,! e l (Sae. Cher,1)Te sna weer I Jtvamll
.--_.. ....... _ ._-.---
000-010 ITC)Dsoil
FROM (ti) TO (III
9.0 0 , 0—,3.2�,
6,5 32 20
010-18 G 1 Outw s -
0 Yellow-- Brown Sandstone
7. PLAIN CASING
OD(in) Kind Wall Size From (ft) To (ft)
__..... __
_.____..�_._....-.....
7.
0 1 32
5.5 Istmi
I 0.188
25 130
FERE Slat Size,
-5.5 stool 0.1881 130 f 190
WATER LOCATED : 130 - 180
REMARKS: #8
G. Filter Pack
Material
size
Interval
8, Peoker Placement
Type
Depth
10. GROUTING RECORD:
~21 PmoUN De Ir"fft FIACOR I
cemen t 3 ahs 6 gal/s 0-30 Poured
11. DISINFECTION Type HTH Amt, Used 3 oz
72. WELL TEST DATA: () Check Box If Te4t Data Is Submitted On Supplemental Form.
TESTING METHOD : Air cofrtpressor
Static Level: 125 ft Datet7lme Measured 08/31/92 Production Rate 20 gpm
Pumping Level Total It DatefFime Measured 00/31/92 Test Length (hrs) 2
Remarks
ne+e nee Vu ttefenynR mita ronin NIO Yt•4� Inc OonlMn Medal, Na lTn Try oro IKiO Ie my NON�Oye (FwlrellA'll b 6senen I-+-10� (19J[a) CP$. Mmpiny el YyaO rr�pnwrS roan
mnnnu!er p�rsy n ele eM]WIU Jey10� Ndlt pw.lrneele u n wai I me.Jnmeaw1
CONTRACTOR: Shelton Drilling Co. Phone: 303-927-4192 Lic.No. 1095
Mallin Address : F0 Box 1059 13acalt, Co. 0162:
Name rTxe (Pfeeee Type or Ptln1)
Veyne Shelton / Ownerir
9 �'
DaN
08./13/92
r
Q7/15/99 THU 10:55 FAX 1 945 5948 SOMUESER GORDON
R
I ACZ LABORATORIES INC
DATA AGEMENT SYSTEM 1
1,08/30/92 Water Analysis Report
22:13 1
Cas001............r 0=ay.......sana::............... page
1 •••�•_-__
Client : SCM
Address : 1001 Grand Ave., Su. 2E
Glenwood Springs, CO 81601
Attn. : Ron Thompson
Project : 49108
Sample 1D: AUR 0
Lab No. :
92-WI/06198
Sample Date Time: 08/11/92 16:00
Date Received: 08/12/92
Parameters
Coliforms, total
13.
#/100 ml
Fluoride
.3
mg/1
Nitrate/Nitrite as N
.63
mg/1
Nitrite as N. dissolved
-.01
mg/l
Nitrate as N, dissolved
.63
mg/I
Turbidity
1.4
ntu
Arsenic, total
-.001
mg/1
Barium, total
—01
mg/1
Cadmium, total
-.0001
mg♦l
Chromium, total
-.O1
mg/1
Lead, total
-.001
mg/1
Mercury, total
-.0001
mg/1
Selenium, total
.002
mg/1
Silver, total
-.0005
mg/1
Remarks:
Note: Negative sign "-" denotes that the value
is less then "i"
Scott Habermehl, Quality Assurance Officer�S.41,
Frank E. Polniak, Inorganic Laboratory Supervisor'�%-
Z 007
07/15/99 THU 10:56 FAX 1 1b945 5948
Aspen Valley
P.O. Box 189
Woodycreek,
SCHMUHSER GORDON%-ER
SAMUELSON PUMP CO. INC.
P.O. BOX 297
GLENWOOD SPRINGS
COLORADO 81602
Downs
Co. 81656
R.E. Well Test Well H8
Atten; Mike
WATER SYSTEMS
SALES. SERVICE & INSTALLATION
945-6309
January 31, 1994
On August 10, 1992 a well test was conducted on well H8
on Aspen Valley Downs. The following information was obtained;
Well Depth ------------------200'-0"
Casing size(top)----------- 7"(steel)
Standing water level --------127'-6"
Total test time -------------24 hrs.
Max. drawdown @ 34 gpm ------ 131'-3"
Production is greater than --34 gpm
Well recovery to 127'-10 1/2"in 70 min.
This test was conducted with
25EL30. This well showed minimum
If you have any questions please
6309.
Sincerely;
�
�2
Raun Samuelson
Si
a 3 Hp Goulds test pump Model
drawdown and good recovery.
call me Raun Samuelson at 945-
N=
07/15/99 THU 10:59 FAX 1 945 5948 SCHMUESER GORDONJWR z 009
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