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Pitkinty Environmental Health Depart
Perm or an Individual Sewage Disposal Sy m
0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611
Phone 970-920-5070 / FAX 970-920-5077
Permit # 04030 Parcel ID # Zy(n5 - 33 1 - bl -pO
Type of permit
Name of Owner
New( x ) Repair( ) Addition/Remodel to House( )
Richard Russo
Street Address 155 Spring Creek Road
Property legal description Lot 31, Sopris Mountain Ranch
Size of lot 35 acres
Water source Private well
# of bedrooms in house
Caretaker unit
Total square footage of the house
# of offices. lofts & similar sized rooms in house
Total square footage of the caretaker unit
# of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit
Designed for what # rooms (list) 3 bedrooms
Permit information
Designed by Church and Associates
Mailing Address 4501 Wadsworth Boulevard, Wheat Ridge, CO 80033
Perc rate 145/.2 Profile hole depth 8 ft Depth to groundwater or bedrock Greater than 8 ft
Minimum Septic tank capacity 1312 gallons
Minimum Absorption area 5250 w/ no reductions
Comments
Septic permit approved per compliance with the engineer design and specifications dated June 7, 2003. 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. The well must be a minimum of 104 feet from the field. Sewer line under the driveway
must be at least Schedule 40.
This system will consist of one 2000 gallon, two-compartment tank with a biotube pump vault in the second
compartment. Effluent will be pumped distributing valves and then to a drip irrigation field. There will be eight 8x90
foot sections of drip irrigation lines.
This department does not endorse any brand of products. This permit must be kept on-site during installation.
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.
'Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be
followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly
encouraged.
Permit approved by: (' l %(0� �LOfl/�L Date: (n I I I I
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 roust be include ith this permit before the final approval will be issued.
leler. �,iUC(f�4 nY'Q lALCL±i j:)
Final approval: "�j J
I VON � (\4 — ♦. (�:� -�? ut � h
Date: z z
Pitkunty Environmental Health DepaA
Per or an Individual Sewage Disposal S m
0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611
Phone 970-920-5070 / FAX 970-920-5077
Permit # 03073 Parcel ID # 2465-321-01-003
Type of permit New( x ) Repair( ) Addition/Remodel to House( )
Name of Owner Richard Russo
Street Address 155 Spring Creek Road
Property legal description Lot 31, Sopris Mountain Ranch
Size of lot 35 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)
# of offices, lofts & similar sized rooms in house
Total square footage of the caretaker unit
Designed by HP Geotech
# of offices, lofts & similar sized rooms in caretaker unit
3 bedrooms
Permit information
Mailing Address P.O. Drawer 1887, Silverthorne, CO 80498
Perc rate 240 Profile hole depth 8 ft Depth to groundwater or bedrock Greater than 8 It
Minimum Septic tank capacity 1312 gallons Minimum Absorption area 3253 w/ no reductions
Comments
Septic permit approved per compliance with the engineer design and specifications dated November 12, 2003.
Any changes must be approved by this department and the design engineer prig! to them being made.
Condition prior to installation:
• More peres must be done throughout the proposed field area. If the perc changes substantially, the design
should be re -calculated to reflect those changes.
Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin
County ISDS regulations.
This system will consist of one 1500 gallon, two-compartment tank followed by a 500 -gallon pump vault. Effluent
will be pumped to two distributing valves and then to 14 trenches with 16 gravelless chamber trenches each, for a
total of 224 chambers.
This department does not endorse any brand of products. This permit must be kept on-site during installation.
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: I? ,� I �S Date:
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 approval: Date:
Oct 15 03 09:50a Pitkin Co Env. Health (9701920-5077 p.4
go
PnYJN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM
0405 P� C970 920-5070te 10, Fax 97 0) 920-5077en Colorado 81611
Name of OWNER IC, Y
Owner's Mairmg Adddress 555 —
Ci . Stela Z f,GG�u' o a V i u OAR usiness Phone: �J 3 7157
n 29,) n— 9 5J5E-mailAddress: r r 1) c c n 0 G! b50A N .�
Contact Person (ah communication
Cep Phone:
at 9205160 or at Pitkinassessor.o )
street address of property 1 �5
this permit Will go through this
Cret.k_ _
Legal Desorption: Lot' 1_ Block .Fipng _ y,Subdivision
SiI of M: _3 r{%DTy1, of proposed structure; C-5. [li
Total square feet of house 2FIM if of bedrooms (potenfiA in Crouse
Caretaker unit Attached ( ) Detached ( > N/A -
Permit is for. New Home
Water Private well
if e ,roily system: Name
Repair due to failure ( ) Remade)/Addition ( )
Spring ( 1 Stream ( ) CommonaylPublic Water System
-L Q 3
Emergency use ( )
The fee for a ISDS application is $600 for a Permit that takes 6 hours or less for the department to approve. if approval takes
longer than 6 hours, a rete of $100 per hour via be charged. The maximum foe is $1000. The basic fee of $600 is due at the
time of application. The remainder, if any, will be due in two stages. first, at the time of issuance of the ISDS permit; second,
before final approval of the ISDS permit.
Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above i welts, mntouis � and
accurate and that I have provided true and accurate information on b$. sons of all existing and Prof
osedintervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or imgatien lines, drinking water cisterns, drain
files, irrigation ditches,. lakes, water courses, streams, Ooodpiains, 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 olhef permit required for construction pursuant to PrIkin County codes. No construction may be undertaken until all
approvals and permits have been obtained.
The Pitkin County Environmental Health Department, Pitlun 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 repres atives. Th n assumes full responsibility in case of failure of the system.
Signature of applicant
Date
Received by ` Receipt #__ Date /0 3
D.vsds\isds apphcuAsapp Re�050101 rix ` /
3
Legend
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CHURCH & Associates. Inc.
ENGINEERS & GEOLOGISTS
August 26, 2004
Doug Tbrom Construction
Attn: Doug Throm
617 West Main Street
Aspen, Colorado 81611
Subject: Installation Observation, Proposed Russo Residence
Lot 31, Sopris Mountain Ranch
Pitkin County, Colorado
Job No. 16406
Mr. Kaufman,
RECEIVED
SEP 0 1 2004
PITKIN x,001 I Y
ENVIRONMENTAL HEALTH
As requested, we observed the installation of the onsite wastewater system for the subject site on July 19
and 26, 2004. The system was designed under our Job No. 16406, dated June 7, 2004.
The system includes the installation of a 2000 -gallon, two-compartment, concrete septic tank with a pump
in a Biotube® pump vault and a shallow trench drip irrigation drain field. The drain field was installed in
eight 8 -foot by 90 -foot sections for a total of 5760 ft2 of infiltrative area. Distribution valves were installed
to distribute effluent to the drain field. An as -built drawing is included as Figure 1.
The components of the OWS design were installed in conformance with our plans and specifications. Final
electrical connections must be made by a licensed electrician. The construction foreman may activate the
pumping system at his discretion.
If there are questions or if we may be of further service, please call.
CHURCH & Associates, Inc.
Eric R. Bums
Field Technician
EOC/erb
3 copies sent, via Priority Mail
Copy to PCEHD, Attn: Nancy MacKenzie
by
Edward 0. Church, P
72
DENVER 4501 Wadsworth Boulevard Wheat Rldge, CO 80033 www.geo-church.com
ILD 303.463.9317 Fax: 303.463.9321 Toll Free -1.877.248.3123
i LOT 31, SOPRIS MOUNTAIN RANCH
PITKIN COUNTY, COLORADO
ua.s
PROPOSED
-� SHED 112
DRIVEWAY-
� 1 OBSERVATIO/J-E-NT-PIPES (TYP.)-
2" SCH 40 PVC
0 -GALLON, TWO-COMPARTMENT, CONCRETE PUMP LINE
SEPTIC TANK WITH A BIOTUBE(R) PUMP VAULT
IN THE SECOND COMPARTMENT.
titi0 I � ,12�.
4" SEWER LINE TH CLEANOUT
EXISTI WELL
tiv P POSED /
-BEDROOM
RESIDENCE
DRY DITCH
JOB NO. 16406
'129
130
1
1132
AIR RELEASE VALV
AT HIG NT
! D RIBUTION VALVES
O
til 5760 SF OF DRIP IRRIGATION DRAIN FIELD
IN EIGHT 8 -FOOT BY 90 -FOOT SECTIONS.
/ AS -BUILT DRAWING
po
SCALE
1"=30'
8/26/04
FIGURE 1
OCT -21-2003 15:4?
H -P GEOTECH
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I 103 652 I GEOTECHNICAL, C. �LOCATIOPERCOLATION EXPLORATORY
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ASPEN/PITKIN ENVOONMENTAL HEALTH DEPARTONT
ISDS DESIGN CALCULATIONS
Owner's Name Parcel ID
House Size (sq. ft.) (75 gpd, 100 gpd, or .1 gpd) 100
Number of Bedrooms in Main House 3
Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House
Number of Bedrooms in Detached Caretaker unit
Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit
(If the caretaker unit is ATTACHED, treat as if part of main house.)
Average Daily Waste Flow 600
State Review Required? no (J
Perc Rate � (T) A p p u , U� ^ a = . 2o
Design Flow (Q) = # potential bedrooms X 22 people/ bedroom X gpdfX 1.75
Q= 1050 / . W,pd'S U jr '
Absorption Area (=Q/5 X SART perc rate)
A= 0 sq. ft. of absorption area requir
0 gravelless chamber units without reduction
# of Perc Holes Required: 3
1 in every soil type? Spaced uniformly over proposed area?
A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system,
only if the lot size and soil conditions are optimal.
If a reduction is being proposed, describe why lot size and soil conditions are optimaL•
A = 0 sq.ft. w/30% bed reduction 0 sq.ft. w/ 50% trench reduction
0 gravelless chamber units 0 gravelless chamber units
Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers
ODry well []Seepage Pit []Other (type)
Minimum tank capacity 13125 gallons
SETBACKOM WELL
# of feet = 104
SETBACK , STREAM OR IRRIGATION DITCH
# of feet = 54
SETBACK FROM DRY GULCH
# of feet = 29
Printed on Recycled Paper
• 0
CHURCH & Associates. Inc.
ENGINEERS & GEOLOGISTS
June 7, 2004
Doug Throm Construction
Attn: Doug Throm
617 West Main Street
Aspen, Colorado 81611
Subject: OWS Design, Proposed Russo Residence
Lot 31, Sopris Mountain Ranch
Pitkin County, Colorado
Job No. 16406
Mr. Throm,
As requested we have prepared an onsite wastewater system (OWS) design for the subject property.
Hepworth-Pawlak Geotechnical, Inc. (HP Geotech) performed a subsurface investigation under Job No.
403 349, dated October 30, 2003, and CHURCH & Associates, Inc. (CHURCH) performed additional
percolation testing on May 27, 2004.
SITE CONDITIONS
The property is in a rural residential area of Pitkin County, where OWS are required. The proposed drain
field area has a 15% to 20% slope to the north-northwest, and has full cover native grasses and
sagebrush with scattered scrub oak. Water is provided by an onsite well located approximately 300 feet
southwest of the proposed drain field area. The proposed drain field site is not in a confined drainage
area and has moderate solar and wind exposure. The site is suitable for use of a drip irrigation or
evapotranspiration -absorption (ETA) OWS.
PROPOSED CONSTRUCTION
A three-bedroom residence with a living area less than 6000 square feet (ft2) is proposed at the location
indicated on Figure 2. The OWS was sized based on 3 bedrooms and 600 gallons per day (GPD) using
Pitkin County Environmental Health Department loading of 100 gallons per day per person. The
sewage loading with a peaking factor of 1.75 is 1050 GPD. This loading includes washing machines
and garbage grinders.
If additional bedrooms in unfinished areas are possible, it is suggested that the OWS be constructed to
handle the additional loading. The installation of a properly engineered OWS to serve future build -out
can be cost effective.
SUBSURFACE CONDITIONS
The subsurface investigation was conducted by HP Geotech and CHURCH by drilling a profile hole and
digging 8 percolation holes, 23 to 70 inches deep, at the locations presented on Figure 1. Subsurface
conditions encountered in Profile Hole 1 consisted of 1 foot of sandy clay topsoil, underlain by silty,
1 a DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com
303.463.9317 Fax: 303.463.9321 Toll Free -1.877.248.3123
• OWS Design
Job No. 16406, 6!7/04
Page 2
sandy clay with scattered gravel to 2 feet, underlain by sandy clay with scattered claystone fragments
and gravel lenses to the maximum depth explored of 9 feet. No ground water was present in the profile
hole. Percolation tests indicate percolation rates ranging from 20 minutes per inch (MPI) to 240 MPI.
The average percolation rate is 145 MPI. An application rate (AR) of 0.20 gallons per square foot per
day (gal/ft /day) is appropriate for this percolation rate. The application rate utilizes slow soil absorption
and evapotranspiration. Percolation data is presented in Table 1 and Appendix A.
RECOMMENDATIONS
The OWS installation includes a septic tank with an effluent pump and a dosed shallow trench drip
irrigation drain field, as indicated on Figures 2 through 5. The OWS is designed on an application rate of
0.20 gallftZ/day and a sewage loading of 600 GPD. The installation must include one 2000 -gallon, two-
compartment, concrete septic tank with an effluent pump in a Biotube® pump vault in the second
compartment. Pump specifications are presented as Figure 5. The drain field installation must include
5760 ftz of drip -irrigation field in 8 sections as presented on Figures 2 and 3. The drip irrigation field
configuration can be modified to fit the topography and preserve existing vegetation where possible. The
trenches should be backfilled to reestablish the original slope._ Grading and/or retaining structures may
be needed in drain field areas to achieve even distribution and separation to ground surface. If this is
required, the topsoil should be removed prior to grading and replaced to promote revegetation.
The surface of the drip irrigation or ETA field should be seeded after installation of the system. A native
seed mix from the area available at seed stores should be used. These mixes do not require irrigation and
develop a growth 10 to 15 inches high. No automatic irrigation system should be installed over the field.
OPERATION AND MAINTENANCE
The owner must realize an OWS is different from public sewer service. The owner must assume
responsibility for maintenance of the system. The system is relatively maintenance free, but the owner
must have the septic tanks pumped and filters cleaned (hosed off). It is recommended the tank be
pumped and filter cleaned every two years. There are daily considerations, such as not putting plastic or
other non -biodegradable material into the system. Water use must be monitored so toilets are not al-
lowed to run when seals malfunction. To illustrate the point, a running toilet will consume in excess of
1000 gallons per day if allowed to flow. An excess 1000 GPD loading could flood and irreparably harm
the field.
We caution against installation of a water softener. The hydraulic loading from the backwash of a water
softener can be detrimental to OWS and a separate drywell should be constructed for the backwash
waste, if a water softener is installed. No landscaping or plastic can be used over the field, which will
reduce evapotranspiration from the field. Chemically treated water from a swimming pool or spas
should not be introduced into the OWS.
LIMITATIONS
A drip irrigation design requires installation by a contractor who is an experienced installer. Our
investigation, layout, design and recommendations are based on data submitted. If subsurface conditions
different from those described are encountered, we should evaluate the effect of the changes 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 our OWS design.
13
' OWS Design
Job No. 16406,6n/04
Page 3
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 ISDS regulations. The installer of the system is to have demonstrated knowledge of
the ISDS regulations and requirements.
If there are questions or if we can be of further service, please call.
Sincerely,
CHURCH & Associates, Inc.
�.G•ti iL �.��
Eric R. Burns
Design Technician
SDU/erb
3 copies sent via FedEx
iy
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SCALE
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I
THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN HEREIN AND
THE WELL AND/OR DRAIN FIELD LOCATIONS STAKED AT THE SITE ARE NOT THE /
RESULT OF A PROPERTY SURVEY. IMPROVEMENT LOCATIONS ARE APPROXIMATE. IT /
IS THE PROPERTY OWNER'S RESPONSIBILITY TO DEFINE PROPERTY BOUNDARIES AND /
ENSURE ALL ONSITE IMPROVEMENTS ARE LOCATED WITHIN THE PLATTED SITE AND
OUT OF INAPPROPRIATE EASEMENTS, ALL SEPARATION DISTANCES ARE TO BE /
VERIFIED PRIOR TO EXCAVATION. /
PARTIAL SITE PLAN AND LOCATION OF PERCOLATION HOLES NO REVISION DESCRIPTION DATE ENGINEER:
CHURCH & Associates Inc. DESIGNED BY:ERB
DRAWN BY: RSR
ENGINEERS & GEOLOGISTS LOT 31, SOPRIS MOUNTAIN RANCH CHECKED BY: E0C DATE: 6/7/04
PITKIN COUNTYCOLORADO JOB NO. 16406
/� 4501 Wadsworth Boulevard Wheat Ridge, Colorado 80033 Phone: (363) 46& , 9317 FIGURE 1
DRIVEWAY
;260—GALLON, TWO—COMPARTMENT, CONCRETE
SEPTIC TANK WITH A BIOTUBE(R) PUMP VAULT
IN THE SECOND COMPARTMENT.
/CLEANOUT—
WELL
4" SEWER LINE
n
DRY DITCH
POSED
BEDROOM
RESIDENCE
CHURCH & Associates Inc.
ENGINEERS & GEOLOGISTS
4501 Wadsworth Boulevard Whead Ridge, Calisnuft X0.93 Phone: PON 4IRM9/
PROPOSED
SHED 1120
2" PVC PUMP LINE
(MUST BE SCH 40
UNDER DRIVE)
OBSERVATION/VENT PIPES (TYP.
AIR RELEASE VALV
AT NIG NT
.I:
D RIBUTION VALVES
O
Y1V 5760 SF OF DRIP IRRIGATION DRAIN FIELD
IN EIGHT-8—FOOT BY 90—FOOT SECTIONS.
LOCATION OF PROPOSED OWS
LOT 31, SOPRIS MOUNTAIN RANCH
PITKIN COUNTY, COLORADO
REVISION DESCRIPT
SCALE
1"=30'
TE ENGINEER:
DESIGNED BY:ERB
DRAWN BY: RSR
CHECKED BY: €OC DATE: 6/7/04
JOB NO. 16406
FIGURE 2
TYPICAL PLAN VIEW - NIPS.
HEADER
GRAVITY FLOW
MINIMUM 1/8"/1'
DISPERSAL LINE
LEVEL MANIFOLD
ZZ
LINES TO ADDITIONAL FIELDS
DISTRIBUTION EFFLUENT PUMP LINE
VALVES WITH PRESSURE RELEASE
_... ..... __ VAI VF AT HI(;H POINT
•
NO.
ISECTIONILENGTH
WIDTH
LINES
8
1 A
1 90'
8'
1 4
SPECIFICATIONS AND DESIGN CALCULATIONS
DESIGN CRITERIA
STRUCTURE - 3 BEDROOM RESIDENCE
<6000 SF
LOADING - 100 GPD PER PERSON
AVERAGE LOADING - q = 600 GPD
PERCOLATION RATE - t = 97 MPI
APPLICATION RATE - AR = 0.20 GAL/DAY/SF
AREA - (1.75 X q) / AR
TOTAL AREA - 5250 SF
R
JOB NO.
16406
DRAIN FIELD SPECIFICATIONS
AREA = 5760 SF
LINEAL FOOTAGE = 2880 SF MINIMUM
NUMBER OF SECTIONS = 8
AREA PER. SECTION = 720 SF
TRENCH WIDTH - 2 FEET
LANDSCAPE WITH XERISCAPE GRASS
. PVC
ENT PIPE
ON
TYPICAL FIELD
TYPICAL DETAIL OF DISTRIBUTION VALVES - N.T.S.
2' PVC LINE FROM PUMP CHAMBER
II 11 I�I ill III
2" LINES TC SECTIONS ` `
LJ "TEE" Q 90 DEGREE 02" BALL VALVE
ELBO'J'
THE DISTRIBUTION VALVES CONTROL FLOW OF EFFLUENT TO EACH SECTION OF THE
FIELD. WE RECOMMEND THAT ONE SECTION OF THE FIELD BE CLOSED AT ALL TIMES
TO ALLOW DRYING OF SEGMENTS OF THE FIELD TO EXTEND THE LIFE OF THE FIELD.
THIS CAN BE ACCOMPLISHED BY SEQUENTIALLY ROTATING THE VALVES EVERY YEAR.
TREATMENT UNIT SPECIFICATIONS
TOTAL CAPACITY - 1.75 X Q X (30 HOURS/24 HOURS) = 1313 GALLONS
RECOMMENDATIONS - 2000 -GALLON, TWD -COMPARTMENT, PRECAST CONCRETE
SEPTIC TANK WITH AN EFFLUENT PUMP IN A BIOTUBE(P,) PUMP VAULT.
ALARM AND CONTROL PANEL TO BE LOCATED AT OWNER'S REQUEST
TWO RISERS FOR TANK ACCESS
DRAINBACK TO TANK AND FIELD
PUMP SPECIFICATIONS - SEE FIGURE 5
SHALLOW TRENCH DETAILS
6/7/04
FIGURE 3
CDr
2000 -Gallon, Two -Compartment, Concrete Septic Tank with Effluent Pumping System
24" DIA. PVC RISER WITH
FIBERGLASS GASKETED LID
GROMMET(S) (BOND TO
WITH STAINLESS STEEL BOLTS
TANK ADAPTER WITH
AND 2" INSULATION
RECOMMENDED ADHESIVE)
PVC SPLICE BOX
24" DIA. PVC RISER WITH
W/CORD GRIPS
GROMMET(S) (BOND TO
SLOPE GROUND
TANK ADAPTER WITH
AWAY FROM RISERS (rYP.) CONDUIT SEAL
I—
RECOMMENDED ADHESIVE)
INLET TEE
OR BAFFLE
' ' ' CONDUIT TO f
CONTROL PANEL
LIQUID LEVEL
CLEAR ZONE OPENING IN
THE BAFFLE IS AN
ACCEPTABLE ALTERNATIVE
TO PVC TEES
DISCHARGE ASSEMBLY
FLEXIBLE HOSE
EFFLUENT DISCHARGE
1/4" WEEP HOLE
TANK ADAPTER (CAST OR BOLTED)
.r
LEVEL CONTROL
( FLOAT ASSEMBLY
VAULT INLET PORTS
FLOW INDUCER
OSI EFFLUENT PUMP
FILTER CARTRIDGE
DRAIN PORT
BIOTUBE®PUMP VAULT
am
Orenco Systems®
Incorporated
814 AIRWAY AVENUE
SUIHMN. OREGON
97479-9012
TELEPHONE
(541) 459-4449
FACSIMILE:
(541) 459-2884
Patents j 4,439,323 dr 5,492,635
foreign Patents Pending
1997, Orenco Systems, Inc.
DISCLOSURE: THE PRESIDENT OF CHURCH a ASSOCIATES, INC. IS A NON -PARTICIPATING OWNER OF SCG ENTERPRISES, INC. WHICH IS A LOCAL DISTRIBUTOR
OF ORENCO SYSTEMS, INC. PRODUCTS. THIS DRAWING WAS PROVIDED BY OSI AND HAS BEEN MODIFIED BY CHURCH FOR THIS PROJECT.
4501 Wadsworth Boulevai
Wheat Ridge, Colorado
TYPICAL SEPTIC TANK WITH PUMP
6/7/04
JOB NO. 16406
FIGURE 4
Pump Selection for a Non -Pressurized System
Design Flow Rate
30 gpm
Distributing Valve Model
None
LIN to Discharge
30.0 feet
Transport Length
230.0 feet
Transport Line Size
2.00 inches
Transport Pipe Class/Schedule
40
Discharge Assembly Size
125 inches
Flow Meter
None inches
'Add-on' Friction Losses
0.0 feet
Head Loss Through Distributing Valve 0.0 feet
Head Loss in Transport Pipe 3.6 feet
Head Loss Through Discharge 4.5 feet
Head Loss Through Flow Meter 0.0 feet
'Add-on' Friction Losses 0.0 feet
Total Flow Rate 30.0 gpm
TDH 38.1 feet
300
27C
24C
21C
w
p 18C
F -
v
d
= 15C
U
E
c
T
0 12C
F�-
9C
6C
3C
0
0
Job No. 16406
Figure 5, 6/7/04
MEMEMEME
1. - I
■ r r ��
iiMC�������
MEE MMZOMCMMM=
MIM ►M
IN
Mass
mom MW
M1MMMM
MM
IN
1111
10 20 30 40
Net Discharge, gpm
109
Orenco Systems
Incorporated
814AIRWAYAVENUE
SUTHERUN,OREGON
47479 •
TOLLFREE
(800)34&9843
TELEPHONE
(541)459-0449
FACSIMILE
(541)459-2894
www.orenco.com
•
PRO - 1:
0
0
TABLE 1 - PERCOLATION TEST RESULTS
Lot 31, Sopris Mtn. Ranch
Pitkin County, Colorado
fnnf HpQnrintinn
DATE OF TEST: 5/27/04
0 - 1 Topsoil, sandy clay
1 -2 Clay, sandy, silty, scattered gravel, firm, slightly moist, dark brown
2 - 9 Clay, sandy, scattered claysone fragments, very stiff to hard,
slightly moist, brown, with gravel lense from 4' to 6'
NO GROUNDWATER OR BEDROCK ENCOUNTERED
5 24 10
AVG.
INTERVAL
0.25
HOLE DEPTH TIME DEPTH DEPTH CHANGE, PERC.
HOLE
NUMBER OF HOLE, INTERVAL, START, END, (INCHES) RATE
PERC.
(INCHES) (MINUTES) (INCHES) (INCHES)
(MPI)
RATE,
10
(MPI1
5 24 10
11.50
11.75
0.25
40
10
11.75
12.00
0.25
40
10
12.00
12.13
0.13
80
10
12.13
12.25
0.13
80
20
12.25
12.38
0.13
160 160
6
23 10
10.13
10.25
0.13
80
11.38
11.63
30
10.25
10.38
0.13
240
240
7
23
10
11.50 11.63
0.13
80
11.38
11.63
30
11.63 11.75
0.13
240 240
8 23 10
10.88
11.38
0.50
20
10
11.38
11.63
0.25
40
10
11.63
11_75
0.13
80
10
11.75
12.00
0.25
40
10
12.00
12.13
0.13
80
10
12.13
12.25
0.13
80 80
NUMBER OF HOLES: 8
AVG PERCOLATION RATE (MPI): 145
JOB NO. 16406
APPENDIX A
IAT 31, SOPRIS MOUNTAIN RANCH
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
PERCOLATION TEST
JOB NO. 403 349
OCTOBER 30, 2003 _
Rpr 12 04 12:25p Da• Throm 9725-2465 p.2
Ptech
HEPWORTH-PAWLAK GEOTECHNICAL
October 30, 2003
Hchu.�rrii-1'nad.ik (Lnrcclmir.d. Inc.
I'. 0 D- nvcr i"-,
�i 1, crd,m)c, i'd,rt J tiO4V,,
F:,,:: 07 P�4bN.;:-O
cm.iil: impc��uuq,l•gc: ,: rrli,i��m
Doug Throm Construction
Attention: Doug Throm
617 West Main Street
Aspen, Colorado 81611 Job No. 403 349
Subject: Individual Sewage Disposal System Design, Proposed Residence, Lot 31,
Sopris Mountain Ranch, Pitkin County, Colorado.
Dear Mr. Throm:
As requested, Hepworth-Pawlak Geotechnical, Inc. has designed an Individual Sewage
Disposal System (ISDS) for the proposed three bedroom residence at Lot 31, Sopris
Mountain Ranch in Pitkin County Colorado. The study was conducted in accordance
with our written agreement for engineering services to you dated October 29, 2003.
The data obtained and our recommendations based on the proposed construction and
subsurface conditions encountered are presented in this report.
Percolation Testing: Percolation tests were conducted on October 14, 2003 to evaluate
the percolation rate of the natural soils. One Profile Pit and four percolation test holes
were excavated at the locations shown on Figure 1. The test holes (nominal 7 to 8
inches in diameter by about 14 inches deep) were hand dug at the bottom of shallow
backhoe pits and were soaked a minimum of 8 hours prior to testing. The soils exposed
in the Profile Pit are shown on the Log of Profile Pit, Figure 2, and consist of about 1
foot of topsoil overlying a sandy, silty clay to a depth of about 2 feet. The clay is
underlain by a clayey, sandy gravel to about 3 feet which is underlain by a sandy clay
to the depth explored. The soils exposed in the percolation test holes were similar to
those exposed in the Profile Pit. The percolation tests were performed at depths
ranging from about 19 to 70 inches below the adjacent ground surface. The percolation
as Glenwood Springs 970-945-7958 • Parker iCi_841-r 1 19 • CuLn;i l hrin r> Gi i-;56'
Rpr 12 04 12:26p Doo Throm 94925-2465 p.3
Doug Throm Construction
October 30, 2003
Page 2
test results are presented on Figure 3. Given the wide range in percolation rates
observed, we designed the system based upon an application rate of 0.22 gallons per
square foot per day (gpd/sf) which correlates to a sandy clay loam as described in Table
4-3 of the EPA Onsite Wastewater Treatment System Manual, February 2002.
ISDS Analysis: Based on the subsurface conditions encountered and the percolation test
results, the tested area is suitable for an ISDS utilizing the shallow soils for the treatment
and dispersal of effluent. The proposed absorption area is located topographically higher
than the proposed residence and septic tank and a dosing pump will be required. A site
plan showing the proposed ISDS, existing residence, property lines and the minimum
horizontal distances of site features relative to the ISDS is shown on Figure 1. All
materials and installation should meet the requirements of the Pitkin County
Environmental Health Department's 2001 Revised ISDS Regulations.
Septic and Dosing Tanks: The septic and dosing tanks will consist of a concrete 1,500
gallon, two chamber precast concrete tank and a 500 gallon precast concrete single
chamber tank, or equivalent, respectively. The dosing tank will be equipped with float
controlled dual submersible effluent pumps. The 1,500 gallon tank will be used for
primary treatment of sewage from the residence. Sewage will gravity feed to the septic
tank and then from the septic tank to the dosing tank where the effluent will be pumped to
an Orenco Systems, Inc. 4403 automatic distributing valve installed at a high point near
the absorption area. The submersible effluent pumps should be enclosed within a screen
vault or an approved effluent filter and be installed on the outlet of the 500 gallon tank.
Approved risers should be installed on the septic and dosing tanks access ports to allow
easy access for maintenance. If the septic and dosing tank riser lids will be installed at
grade, with no backfill cover, then the lids should be insulated to provide frost protection.
A high water alarm should be installed in the dosing tank 3 to 6 inches above the upper
float position. The high water alarm will provide audio and visual warning of a high
water condition in the tank and should be placed inside the dwelling where it will be
403 349
' PROPOSED 500 GALLON
—L PRECAST CONCRETE SINGLE
PROPOSED 1,500 GALLON TWO COMPARTMENT TANK WITH
COMPARTMENT PRECAST CONCRETE�� TWO-0RENCO-P3DO5 PUMPS
SEPTIC TANK ` IN A SCREENED VAULT
UNDER DRIVEWAY AND PARKING
I. MINIMUM 3' BURIAL DEPTH.
2. MINIMUM SCHEDULE 40 PVC PIPE.
, 3. INSULATE WITH 2" BURIAL TYPE
INSULATION.
EXISTING DRIVEWAY
SEWER CLEANOUT
1
EXISTING/
WELL
/
% PROPOSED
/ BEDROOM
i RESIDENCE
403 349
TRANSPORT PIPE -
SEE FIGURE 4 FOR
DETAILS
",R
A
3
�
naRr to�rK osnwaa
1,090
rm m
rww „
nvenr uc�
rrw
tv
10
•IiOi 1lIM
• in" a n. rm
M�
w
FMi,� CAL
f
m ml
0
MY ®a My
1r11
.
/
�e n
'
samin E.mn is
�
ort w/a
w
u
NAMu"o --IlIU!I
w
,ar.
ar roan
11,110
P 2PERCOLATION
-; . P � TESTS
P4
■ PROFILE PIT
SCALE 1" = 50'
1120
TYPICAL LATERAL PIPE \
SEE FIGURE 4 FOR PERFORATION \
DETAILS
1,130' \
PROPOSED ABSORPTION AREA
12 @ 3' X 100' - 3,600 S.F.
DISTRIBUTING
VALVE
NOTE:
STAKED LOCATION OF TRENCHES ARE
NOT FOR CONSTRUCTION. SET BACK
3 DISTANCES MUST BE VERIFIED AND
TRENCHES MUST BE LEVEL.
HEPWORTH - PAWLAK
GEOTECHNICAL, INC.
LOT 31, SOPRIS MOUNTAIN RANCH
SITE PLAN
1,140'
FIGURE I
r0
0
0
O
3
9
Apr 12 04 12:27p DoAlThrom
PROFILE PIT
ELEV.= 1,115'
9?0 •5-2465
1115 1115
1120 ••�' _� 1120
v
0
1 1125 1125
c
0
e
w
l._ 1130 1130
LEGEND:
® TOPSOIL; sandy day, scattered gravel, organics, firm, slightly moist, dark brown.
CLAY (CL); sandy, silty clay, scattered gravel, firm, slightly moist, dark brown.
CLAY (CL); sandy, scattered claysione fragments, very stiff to hard, slightly moist, brown.
p.10
GRAVEL (GC); clayey, sandy, with cobbles and boulders, dense, slightly moist, brown, fragments of
claystone.
Indicates slotted PVC pipe Installed In Profile Pit to depth shown.
NOTES:
1. Profile Pit excavated on October 13, 2003.
2. Locations of exploratory borings and Profile Pit were measured approximately by pacing from the
features shown on the site plan provided.
3. Elevation of the Profile Pit was obtained by Interpolation between contours shown on the site plan and
checked by instrument level.
4. The Profile Pit location and elevation should be considered accurate only to the degree implied by the
method used.
5.. The lines between materials shown on the Profile Pit log represents the approximate boundaries
between material types and transitions may be gradual.
6. No free water was encountered in the Profile Pit at the time of excavation. Fluctuations in water level
may occur with time.
403 349 -HEPWORTH—PLAK GEOTEC NICALW NC. LOT 31, LOG OF PROFILEIPITANCH I FIGURE
C�
-'Apr 12 04 12:28p
Do*Throm
HOLE NO.1
TIME FALL RATE
fm inl Ont (minln)
15
1112
10
15
1
15
15
314
20
15
11/4
12
15
12
30
15
3/4
20
15
3/4
20
15
3/4
20
HOLE NO.2
TIME FALL RATE
(minl fin) fminlin)
15
112
30
15
12
30
15
1/4
60
15
114
60
15
1/8
120
15
1/8
12(1
15
118
120
15
118
120
HOLE NO. 1
TIME FALL RATE
(min) On) (minlin)
15
118
120
15
1/8
120
15
1/4
60
15
1/8
120
14
1/16
240
15
1/16
240
15
1/16
240
15
1116
240
HOLE NO. 4
TIME FALL RATE
(min) fin) lminln)
15
1
15
15
1
15
15
3/8
40
15
518
24
14
5/8
22
15
1/4
15
1/4
15
114
60
REMARKS:
l 403 349 I
97CW5-2465
PRESOAK
FIR
TO
DATE 10/13 10/14/03
TIME 3. m 2: m
DIAMETER (in): 8
TOTAL DEPTH (in): 63
TYPE OF SOIL GRAVEL, SANDY, CLAYEY, WITH COBBLES
AVERAGE RATE (minfin) - 2Q
DIAMETER (in): 8
TOTAL DEPTH (in): 70
TYPE OF SOIL: CLAY, SLIGHTLY GRAVELLY
AVERAGE RATE (miNin) = 12Q
DIAMETER (n): 8
TOTAL DEPTH (n): 65
TYPE OF SOIL: CLAY, SLIGHTLY GRAVELLY
AVERAGE RATE fminlin) - 2N
DIAMETER (in): 8
TOTAL DEPTH (n): 19
60 TYPE OF SOIL: CLAY, SANDY, SILTY
60
AVERAGE RATE (minfin) - 0
SOIL PERCOLATION RATE (minln)= N/A
RECOMMENDED APPLICATION RATE = 0.22
SEE FIGURE 1 FOR LOCATIONS OF TESTS.
GEOTECHNICAL A NC. I LOPERCOLATION TEST RESULTT 31, SOPRIS MOUNTAIN I FIGURE 3
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phone 970-920-5438
fax 970-920-5077
0405 Castle Creek Rd, Aspen CO 81611
e-mail carlab@ci.aspen.co.us
Fac
To: Doug Throm
From:
Carla Block
Fax: 925-2465
Pages:
2
Phone:
Date:
11/19/03
Re: septic permit
CC:
Jean 970-468-5891
❑ Urgent EJ For Review
❑ Please Comment
❑ Please Reply ❑ Please Recycle
Doug — this permit is conditional based on further peres for this particular design. Our regs state the
peres must be done evenly throughout the area of the field. Jean based this on what appears to be a
"worst case scenario".
If you have any questions regarding this permit, please give me a call.
Thank you,
Carla
Wednesday, October 29 200310.58 AM
L
October 79, 2003
Raun Samuelson 970-9479448
Russo Job
c/o Doug Throm Construction
Box 456
Aspen, Co. 81617
ATTN: Doug
•
On October 21,2003 a well test was conducted on a well on the Russo property at Sopris
Mountain Ranch. The following information was obtained;
Well Depth ---------------------------------575'
Casing Size ------------------------------------7 x 5
Standing water Icvel--- - M_____3q _3 %"
Total test time ----------------------------------4 hrs
Drawdown to -------------------------------130'-91/,>
Production is ---------------- -------- — -------- &AW
This test was conducted with a Grundfos submersible pump If you have any questions
please call me, Raun Samuelson at 970-945-6309
Sincerely;
Raun E Samuelson
Samuelson Pump Co.
P O BOX 297 a Glenwood Springs. CO 81602 • (970) 945.0309 • Fox (970) 947-9446
Victor Systems • Sates, Service 8r Installation
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dthrom@sopris.net, 02:03 PM 8/26/2004 , Russo residence
To: dthrom@sopris.net
From: Carla Block <carlab@ci.aspen.co.us>
Subject: Russo residence
Cc: Vicki Monge <vickim@ci.aspen.co.us>, Jim Austin <jima@ci.aspen.co.us>, nancyb,
pawl.Brian
Bcc:
Attached:
Doug,
This should serve as the sign off on the plumbing improvements in the unfinished basement.
The basement has NOT been approved for any potential bedrooms. If any improvements are
made to the unfinished basement, a building permit must be applied for and the septic system
sizing should be assessed at that point.
The plumbing improvements that have already been installed should have been taken into
consideration with the sizing of the current septic system, but since it truly does not create a
potential bedroom in itself, EH can sign off on the change order but stresses the system will
need to be expanded to accommodate future bedrooms.
Please let me know if there are any questions.
Carla
Printed for Carla Block <carlab@ci.aspen.co.us>
FormNo.- OFFICE OF T10— STATE ENGINEER •
GWS -25 COLORADO DIVISION OF WATER RESOURCES
8113 Centennial Bldg., 1313 Sherman SI., Denver, Colorado 80203
(303)866-3581
WELL PERMIT NUMBER 235454
APPLICANT
RICHARD M RUSSO
5555 SOUTH STEELE ST
GREENWOOD VILLAGE, CO 80121-
(303)298-5715
PERMIT TO CONSTRUCT A WFI I
DIV. 5 WD 38 DES. BASIN MD
APPROVED WELL LOCATION
PITKIN COUNTY
NE 1/4 NF 1/4 Section 33
Township B S Range 87 W Sixth P.M.
DISTANCES FROM SECTION LINES
Fl. from ! Section Line
Ft from Section Line
UTM COORDINATES
LIC
ISSUANCE OF THIS PERMIT DOES NOT CONFER A W'ATFR 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 Slate Board of Examiners of Water Well Construction and Pump Installation
Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tr:;ct of land of 35.996 acres described as lot 31,
Sopris Mountain Ranch division of land, Pitkin County.
4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than
three (3) single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering
of domestic animals.
5) The maximum pumping rate of this well shall not exceed 15 GPM.
6) The return flow from the use of this well must be through an individual waste water disposal system of the
non -evaporative type where the water is returned to the same stream system in which the well is located.
7) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well
location on work reports required by Rule 17.3 within 60 days of completion of the well. The measured location must be
accurate to 200 feet of the actual location. The location information must include either the 1/4, 1/4, Section, Township,
Range, and distances from section lines, or a GPS location pursuant to the Division of Water Resources' guidelines.
NOTICE: This permit has been approved for for a location to be determined under rule 6.2.3. in the NE 114, NE1/4 of
section 33, Twp. 8 South, Rng. 87 West, 6th P.M.. You are hereby notified that you have the right to appeal the issuance
this permit, by filing a written request with this once within sixty (60) days of the date of issuance, pursuant to the State
Administrative Procedures Act. (See Section 244-104 through 106, C.R.S.)
01� . 0 I
Permit Expiration Date Extended to September 11, 2004
AOT 8-6-03
APPROVED _
SAP
Receipt No. 9500786 State Engineer DATE ISSUED -(�SEP 1 1 200 e EXPIRATION DAT
SEP 112003
0 S
It
I
11
03
/
1
00
�' REVEL -WITH (IO) GAP'IPiL�/ " / " MOTE DRIVE
�' / ✓ / /' r / / OAKSC5464-5�F)ON /'/ ENTRANCETHRU
/ ' / - / / NATURAL-OP'EMIMG
a
/ ' / /DISTURt3ED PSF, A 4 SEED / OP-aAr 16LE OAKS
WITH NAnVE GRA55 MIX -
POSERVE 4 PRCYTiCT
TEMP IRRIGASIOI�I / - /
OP / / / _- ` ' VISTuR6ED PROPE35E2
0j0/' , / / / / / E PTIG /' ;; /5 !M
EPTIG AREA. FI!(S Wl.NATIV6
\0 / ' / - / / AMO / TANKS / % SHRu6RS PROVIDED
/ / , / IRRIGATION
opo'- NEW 9f�IVEWAYALIGNMEI�T-wiTHIN / /' / / - / , / / /'
— - — / / - / fjBrTURAL OPENINGS O�GAP'16LE OAK/' /' -
/ / / (7
/ PROTECT TREES Aytl'ACEMt TO Df�WE / / ' / / ' / / \\\
FROM CON-5-TRUCTION DAP`t"AGE / / / ` /' 60UL RS
1050 / /' /-/ -`em �/ �\ m,5
TONE
- / R AINII'IG TRAN5.
ELECTRIC UNEI, / WALL / ' / / S�t TOFF IF/ FIRS T&uC ';yh, / , / / PROP
05
i'516 URN r
t\ROUND - / Z4 X 30
/' /' /' EF�OFEX157G o
GAM6LE OAK / ' / - ''
NEW GRAPE
//
/ /' / TYPICAL' / � / .•
, / ' / , / / ' / / CZ) IOCSO GALLON DECOW
_
/ / / , / / � / , / / ` r � / Cr(�ADE P(ZOPAPtt:` TANKS /
C) / / // / / / / /' /' /' / / �\ti /' PENCEPROTEGT
/- / //',/
/ / / / / /' /' / / / 30 2 /- / ��2, �tf �c'TKIC
rE!NcE 4 PROTECT / / / / /' /'
G /' fdNDISTURE552 AREA 32
EX,SST/ 95V661. DISTU� D AREAS
GRADP/
4 El!�P WITH NATIVE/'
51 ' / ' / / GiRA55 ARIDA X. o�M
/ /' / / - -
SEED WVff+ NATIVUDW E/ / / / / O
' / /' /' 29/'
GRASS MIX. PROVID,E
TEMP11RRIGATIOm 2 zip / / ' / \\� % Tbfff`I OAKS AS REQ D
FOR 'MMNSIDLE
10 WILDFIRE° AREAS M/
O / 3a ..... 1041 APPROVAZ
�./
\� 233
/.. EDGE OF EXISTG
I
1.1700 GAL. DRIED / / 3 a2 , / GAM
POTAILE q, / 6LjOAK
WATER STORAGE TANK / ' i /1 / 35
/
49
WELL Loc,
hTION - - - _ _ ' / / 36 PEf?,P9ANENT
' �0 0 0 0 o/o/ 0 0 qv0 0 0 0 o d o 0 0 0 p o 0 0 o/ o o o 0/6' lIZ6 �i'i/26 / _- - - - ' • 113 ��� ' , / DR)P IRRIGATION-
o , 3-
/. 38 / -I -- - / ° ° ° °/,/
EXISTING DRY / / a3 / ° - ° /.
PITCH ° j44
p
0 0 -•' ab q 0
ELEVATION NOTE5- / / , / / / / \/ ' / / ° ° /sf °2 5�2 41 / / °
`
STRUCTURAL PLYWOOD MAIN LEVEL = 100' - O" l TOPO I128' - o ° EGONMEGiT WITf F / \\ti ° 0 o ° . RE ONNEGT WITH /'
EXISTINSt'DRYDITPtf / b . / / ° /o ° / / / EXITING DRY DIT -Ff / /
FINISff FLOOR ELEVATIONS ALIGNMEM/' /' \\�/ ° / / ALIGNMENJ-�
/ / ti� /
GARAGE = 1122 - b" REL CAT�D, SlyyeEr ROCK
MAIM LEVEL = 1125- 3" 2� / / \\ / hj� D Y STf��AM 6E1T
MASTER WING = 1132 N
- 6 I/2 ° v0 / / - 51TE LOCATE
J� `/ ��' / / / / DOWN SPOUT FEED
51 Tl� P -AN
CISTERN FOR IRRIGATION
\�Q\� GArIOAK
NOTE. fiou5tf LOCATED IN
NATURAL CLEARING f3ETWEEN
STANDS OF GAMBLE OAK5
NORTH
1"= 20'_0"
NOTEf' ELEVATION 100 - O' = T0P0a9APN•IGfcL
C- g^M or 1128 - 0
IS
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