HomeMy WebLinkAbout03460i
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109 8th Street Suite 303
H,'~O'lJ Glenwood Springs, Colorado 81801
I{] Phone (303) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
JllJi '~"Tu5CO
Present Address \'ftJ~'i ,.JS1~0
~.'Fu=-CO ,~
Owner's Nam~maJt.1 0
System Location ) J<1 :::i Q')<, ;l..\ 0
)
Permit N~ :!460
A88essor's Parcel No.
This does not constilute
a building or use permit.
Phon~I] ~ '-/70{
Legel Description of Assessor's Parcel No. ----+i _q+-'d ...... ~---<J_=-'-(~l.f~·-D_O_-___ o:c__::O_b _______________ _
f
SYSTEM DESIGN
______ Septic Tank Capacity (gallon) ______ •Other
______ Percolation Rate (minutes/inch) Number of Bedrooms (or other) ____ _
Required Absorption Area -See Attached
Special Setback Requirements:
Date _____________ Inspector ___________________________ _
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer _____________ ~---------------------------
Septic Tank Capacity ______________________________________ _
Septic Tank Manufacturer or Trade Name--------------------------------
Septic Tank Access w1th1n 8" o1 sur1ace --------------------------------
Absorption Area----------------------------------------
Absorption Area Type and/or Manufacturer or Trade Name --------------------------
Adequate compliance with County and State regulations/requirements _____________________ _
Other ___________________________________________ _
Date i}'-i,) · lP -ZU.J / Inspector _5.,,.0~1_,,.,"'J,,,,c,._.'t_S""'--c!_-=-=cK"-;fj'-''-'-, ---------------
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
•CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S. 1973, Revised 1984.
2. This perm1t 1s valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or structures not approved by the Building end Zoning office shall automatically be a violation or a
requirement 01 the permit and cause 1or both legal action and revocation of the permit.
3. Any person who constructs, alters, or installs ;,,n 1nd1vidual sewage disposal system 1n a manner which involves a knowing and material
varultion from the terms or spec1ficat1ons contained 1n the appl1cat1on of permit commits a Class I, Petty Offense ($500.00 fine - 6
months in jail or both).
WMe -APPLICANT Yellow -DEPARTMENT
DEC-28-200~ 04:54P•FROM:BLDGPLANGARCD 9703845004 T0:9P9535909 P:Y10
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
' '
OWNER RmA YA!...,) 1-L C
ADDRESS • \\\ F--WP,ft.?f=. -sr., ~ :?'-' I frlJ~M ltJ 4'-EoLPHONE@:lc!J 4Zb-47.:4
CONTRACTOR 12..-\-\ $@E?A'-~JI"hl"-TP?"
ADDRESS 174 FLJ1...S E,,,.. &8.D, Cenee:<:ll'ii-lo B/(.Z.3> PHONE ('17°) 9f..'>-tl..>'1
PERMIT REQUEST FOR ('?() NEW INSTALLATION ( ) AL TERA TION ( ) REPAIR
Attach separate sheets or repon showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY.
Near what City of Town K1ft..a Size of Lot 3::>-Ac
Legal Description or Address \J'i ~ 4'v.-JT"{ f.v;i i? Z1<j
WASTES TYPE o<'} DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WAS TES
( ) OTHER-DESCRIBE. __ ~---~~~~~----~
BUILDING OR SERVICE TYPE: _ _..1$ .. u.._t'o..;;...:.:"'-"-'-11'-'ou"""'>""E.------------------
Number of Bedrooms _-z. _____________ _
~ ( ) Garbage Grinder ( ) Automatic Washer
Number of Persons --=4~----
( ) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY (X.) WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier: ________________ _
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: ___________ _
Was an effort made to connect to the Community System? _______________ _
A site plan is required to be submitted that indicates the Following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table _______________________ _
Percent Ground Slope ____________________________ _
2
DEC-28-20~ 04:55P• FROM:BLDGPLRNGRRCO 9703845004 T0:9P9535909
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED
( ) SEPTIC'T ANK ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY ( , • ) COMPOSTING TOILET ( ) RECYCLING, POT ABLE USE
( ) PITPRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
{ ) CHEMICAL TOILET ( ) OTHER -DESCRIBE
FINAL DISPOSAL BY
. ( ) ABSORPTION TRENCH, BED OR PIT ( ) EV APOTRANSPlRA TION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER -DESCRIBE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?
PERCOLATION TEST RESULTS· (To be completed by Registered Professional Engineer, if the Engineer does the
Percolation Test)
Minutes. _____ per inch in hole No. I Minutes ______ per inch in hole NO. 3
Minutes, _____ per inch in hole No. 2 Minutes er inch in hole NO.
Name, address and telephone ofRPE who made soil absorption tests ______________ _
Name, address and telephone of RPE responsible for design of the system _ .... t,.J=-W __ G_-________ _
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and
additional tests and reports as may be required by the local health department to be made and furnished by the applicant
or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is
subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made,
information and reports submitted herewith and required to be submitted by the applicant are or will be represented to
be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of
health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any
falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based
upon said application and in legal action for perjury as provided by law
Signed #~ , l>t-\-\ Date.___,_i.l.-'-../11:+-=o:..1-1 ____ _
L14'ls~1c,.:c+-J
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY'!
3
Steve Eichhorst
B & H t'.:ontrac~ors. Inc.
Pwna Paw Ranch
1,74 Flying Fish Road
Carbondale, CO 81623
November 29, 2000\
RE: Puma Paw Ranch -Proposed ISDS Systems. West Rifle Creek. Garfield County. CO
SE Job No. 20110.01
Dear Steve:
Pursuant to your request. attached herewith is a letter/report presenting our findings in regard to the
feasibility and design for Individual Sewage Disposal Systems (ISDS) at the above referenced Site. This
design is based on our evaluation of the site conditions with infom1ation provided by others for use in
supporting your application to Garfield County. Our recommendations are in accordance "ith Garfield
County and the State of Colorado lSDS Regulations. We have reviewed the information fof'.varded to us.
conducted a site visit, formulated ISDS designs and created a site plan with construction details as part of
our scope of work. Supporting documentation including percolation test results and the geotechical report
are attached.
Conclusions:
The site contains 4 separate areas in which individual systems need to be installed to serve the needs of the
re-development on the ranch. Based on our findings we believe that the design and installation of
approved ISDS systems is feasible in accordance with the Regulations of Garfield County and the State of
Colorado. The following table summarizes the components of the four individual systems.
Area ISDS Locations Number Use tank Absorption
1
2
3
4
Bedrooms Volume Min. area
# qal SF
BARN STUDIO 1 (min. 2) 1000 225
REMOTE COTTAGE 1 (min. 2) · 1000 225
BUNKHOUSE 2 1000 300
MAIN BUILDING 5 1500 854
502 Main Street• Suite A3 ·Carbondale, CO 81623 • (970) 704-0311 ·Fax
(970) 704-0313
SOPRIS ENGINEERING llC civil consultants
Steve Eichhorst
SE Job :--Jo. 20110.01
No\ ember 29. 2000
Page 2
We recammencj that new. dual compartment. concrete septic tanks be installed that will discharge effluent
to soil absorption trench systems. The soil absorption systems will consist of graveless absorption
chambers inswlled in 3 · wide by 2' deep trenches. The effluent will discharge to absorption chambers
installed in natural soils. We have proposed the addition of an effluent filter in the secondary camber of
each septic tank. The filtered effluent will discharge to single trench systems or to t1ow splitter basins via a
4" PVC pipe installed with a minimum 2% slope. The effluent will be equally distributed to multiple
trench systems from flow splitter basins through individual discharge pipes to each trench in each system.
The individual systems will meet all required setbacks and will be installed within the general location
indicated on the plan. Our design calculations are outlined below and delineated on the attached plans and
details.
Site Location:
The subject site is located adjacent to Middle Rifle Creek approximately 1.5 miles North of County Road
245 at the confluence with West Rifle Creek in Garfield Countv. Colorado. The site is situated in Section
25, T 4 S, R 93 W of the 6'h P.M. The Site comprises approxi~ately 300+ acres on moderately sloped
ranchlands surrounded by mountainous areas with Pinyan, Juniper, sagebrush. and oakbrush landscape.
The main developed portion of the site (Ranch Compound) comprises approximately 20 acres, which
contains the redevelopment projects, existing ranch buildings, livestock facilities and other ranch
improvements. The site is a working ranch which agricultural fields, residential bui !dings.
utility/agricultural buildings and associated ranch type improvements.
Existing Site Conditions:
Approximately 80% of the 20-acre ranch compound portion of the site is located on relatively flat to
moderately sloping agricultural lands along Middle Rifle Creek. The majority of the site slopes to the West
toward Middle Rifle Creek. The existing ground surfaces in the proposed re-development areas are on
relatively flat ground with approximate slopes between 2% and l 0%. The site is covered with lawns.
pasture grasses, sagebrush, Scrub Oak, Pinion trees and shrubs. Several driveways, water storage tank and
buried utility services have been installed on the site. Domestic water is supplied by existing wells, on the
property near the southeast boundary line. The well is located approximately 300 feet down gradient and
500 feet horizontally from the building site.
Proposed Site Conditions:
Several redevelopment projects are underway at the ranch including replacement of the bunkhouse,
relocation of an existing cabin and construction of a new main ranch house and new barn/studio. It is our
understanding that you intend to demolish two existing bunkhouses, vehicle barn, storage shed and pool
house. The proposed improvements will include new !SDS systems separated by adequate distances to
preclude any hydraulic influence between systems.
The proposed individual !SOS systems are separated in excess of a minimum l 00 feet separation distance.
The minimum distance between absorption fields in Area 3 and Area 4 is 220 feet. The minimum distance
between absorption fields in Area I and Area 4 is 331 feet. The minimum distance between absorption
Ste' e Eichhorst
SE Job No. 20110.0l
November 19. 1000
Page 3
fields in Area 1 and Area is 616 feet. The 4 proposed systems are hydrological separate and distributed
over a total area of \6 acres. No overlapping influence between systems is expected to occur throughout
the life of the systems. The site contains adequate area for replacement and/or upgraded systems in the far
future.
Subsurface Conditions:
Attached herewith are the results of the subsurface investigation and percolation tests conducted on
November 7, 15 and 16 2000 by CTL Thompson, Inc. (CTL). The CTL report is dated December 4, 2000,
Job Number GS-3170. The subsoil encountered at the site consists of approximately 6 inches of clayey
sand topsoil overlying silty gravels in Area l and 2 and silty to clayey sand in areas 3 and 4. Groundwater
was not encountered to a depth of 10 feet in the test profile pits in each area.
Percolation testing, in the four individual preferred absorption areas, utilized four test holes yielded varying
absorption rates. The fastest measured rate was 5 minutes per inch and the slowest measured rate was .:\0
minutes per inch. The average test percolation rate at each area is used to design the individual absorption
areas.
Additional evaluation of on site soils will be performed in Area l and Area 2 at the time of construction to
determine the need for possible soil replacement in the final staked out location of the trenches. This 1s
necessary to insure that the effluent will be evenly distributed in the trenches and percolate into the suitable
filter media at an acceptable loading rate. We expect that percolation rates at 2 to 3 feet below the surface,
in these two areas, will be slower that the rates reported in percolation test holes l through 5.
Design Criteria:
Proposed residence is a I-bedroom house. Garfield County regulations require a minimum design flow
based on 2 bedrooms. Therefore, we propose the minimum installation of a system based on two
bedrooms for area 1 and 2. This recommendation is practical with respect to future needs of the current
owners and the needs of potential new owners of the home site if the property is sold in the future. The
system for Area 3 (bunkhouse) is based on a design flow rate of 50 gpd for up to 8 persons housed in 2
bedrooms. The system for Area 4 (Main ranch house) is based on a design flow rate based on 5 bedrooms.
The design flows for Areas 1,2 and 4 are calculated as follows:
Residence unit - 2 bedrooms@ 2 person /bedroom= 4 person
From the Garfield County I. S. D. S. Regulation;
Max. Design flow (Qd) =#of people x l .5(avg. flow) gal/person/day.
Gallons per day for Areas 1,2 and 4 = 75 gal/person/day
The design tloV.s for Areas 3 are calculated as follows:
Residence unit - 2 bedrooms @ 4 person /bedroom= 8 person
From the Garfield County I. S. D. S. Regulation;
Max. Design flow (Qd) =#of people x l .5(avg. flow) gal/person/day.
_Gallons per day for Areas 3 = 50 gal/person/day
See the table below for calculated design flows for each JSDS system.
PUMA PAW RANCH
AREA ISDS QUANTITIES Number People/ /capita Avg. Rate Peaking Design
Bedrooms Bedroom Usage QA Factor OD
# # gpd/cap gpd # gpd
BARN STUDIO 1 (min. 2) 4 75 300 1.5 450
2 REMOTE COTIAGE 1 (min. 2) 4 75 300 1.5 450
3 BUNK HOUSE 2 8 50 400 1.5 600
4 MAIN BUILDING 5 10 75 750 1 .5 1125
Septic Tank Design:
Area
2
3
4
Residence
V = Qd x Dt = gallons
Qd =Design flow (gal/day)
Volume (Y) of tank (gallons)
Dt = (30 hour retention time)= 1.25 day
V = Qd • l.25 =Tank volume
Use minimum 1000-gallon concrete septic tank
PUMA PAW RANCH Minimum Septic Tank Size
ISDS Locations Design min. Time min. Tank Use tank
OD Detention Volume Volume
gpd hr gal gal
BARN STUDIO 450 1.25 563 1000*
REMOTE COTTAGE 450 1.25 563 1000*
BUNK HOUSE 600 1.25 750 1000
MAIN BUILDING 1125 1.25 1406 1500
•A 750-gallon concrete septic tank is acceptable if available.
Skve Eichhorst
SE Job No. 20110.01
November 29. 2000
Page -I
Percolation T.est Design Criteria:
Ste' e Eichhorst
SE Job No. 20110.0t
November 29. :woo
Page 5
Attached with this report are the percolation test results from a series oftest dated December -t 2000. The
results of percolation testing in Areas 1 and 2 indicated the average percolation rate of.+. 7 and 7 minutes
per inch respectively. These tests were perfonned at depths below the design depth at the bottom of the
. trenches. We expect that percolation rates at 2 to 3 feet below the surface. in these two areas. will be
slower that the rates reported in percolation test holes 1 through 5. However it is noted that the actual size
of the trenches is detennined by a minimum desired loading rate of 1.20 gal/SF/day. Additional evaluation
will be perfonned at these areas to determine if select filter media needs to be placed to insure that the
desired loading rate and adequate distribution is achieved. The engineer will make recommendations
regarding final design modifications based on additional field evaluations. The absorption trenches in all
the separate areas ate sized by using the standatd absorption atea equation and a long-tenn acceptance rate,
whichever is greater. A soil absorption trench disposal system with gravity distribution and effluent filter
is recommended for each !SOS system on the site.
Absorption Field System Design:
The systems ate designed to treat and dispose of effluent in the natural ground utilizing detention with
filtration and gravity distribution to absorption trenches. The proposed habitable living units will
incorporate all water saving fixtures to ensure the conservation of water resources from the well. The
finish floor elevation of the buildings will be set to accommodate gravity discharge of effluent from the
buildings through the tank to the absorption trenches. The systems that have multiple trenches will also
incorporate a flow distribution system that incorporates a flow splitter basin (distribution box) for equal
distribution of the effluent between the individual absorption trenches.
The design calls for absorption trench chambers to increase storage and absorption area thus allowing a
reduction in overall area of 40%. Effluent filters shall be installed on the outlet in the secondary chamber
of each septic tank.
The average percolation rates in the proposed absorption areas are listed in the following table and reported
in minutes per inch.
Based upon the average percolation test rate, the standard absorption area equation yields:
A (SF)=(~ y, ): where A= Area; Q = flow (gal/day)
5 t =time in minutes per inch
Utilizing gravelless absorption chambers the atea is reduced by 40%.
A(reduce) =Ax 0.60 =design trench area in squate feet.
Thus: A(reduce) (SF)= (Qd x (t) v') x 0.60
5
This equation will give a recommended minimum absorption area:
See Table for calculated results in each area.
Sten: Eichhorst
SE Job No. 20 l \ 0.0 l
November 29. 2000
Page 6
However desig~ is based on the standard absorption area equation or a long-term acceptance rate.
whichever is greater.
Therefore: Calculate Area utilizing the Long Term Acceptance Rate (LT AR) of l .20 gal Ions per
square foot per day:
A= Qd I LT AR= Od gal/dav = See table
!.20 gal/SF/day
Apply gravelless Chamber reduction of 40%.
A(reduce) =A x (0.60) = See table
Use l 5.5 SF I chamber to determine number of chambers per absorption area.
Absorot1on Area Calculations Absorotion Trench Lavout
Are2 ISDS Locations Design Average Absorption Minimum Absorption Use 40% No. of No. of Chamber~
No. OD Per crate Field Area Load Rate Min. area Larger Area Reduction Chambers Trenches Trench
gpd min~nch sf gal/sf/day sf sf sf # #
1 Studio 450 4.7 195 1.2 375 375 225 15 1
2 Cottage 450 7 238 1.2 375 375 225 15 1
3 Bunk House 600 14 449 1.2 500 500 300 19 2
4 Main House 1125 40 1423 1.2 938 1423 854 55 4
Use the above layouts or modify to ensure minimum trench areas with equal distribution.
The minimum excavation to accommodate the chambers would be a 3' wide by 2-3' deep trench. An
individual chamber unit is approximately 6.25 feet long.
The engineer, prior to excavation shall approve final layout and design of the proposed absorption trenches.
This approval is necessary to insure that adequate slopes for gravity distribution are achieved and that soil
conditions are optimal for design loading rates and distribution.
#
15
15
10
14
Effluent Distribution Svstem: .
Steve Eichhorst
SE Job No. 20110.01
No•ember 29. 2000
Page 7
A gravity distribution system will be utilized to transport etlluent from the septic tanks through the length
of the absorption chambers. An effiuent filter will be installed in the secondary compartment of the septic
tanks to reduce the biological loading to the absorption trenches and extend the life of the treatment media
.in the trenches. A 4·· transport line will discharge effiuent to the single trench or, in multiple trench
systems, to a flow splitter basin installed up-gradient and adjacent to the trenches. The ·r· PVC transport
lines will be installed with a minimum 2% slope. In multiple trench systems, the effluent will be equally
distributed from the flow splitter basin through individual discharge pipes to each trench in the system.
The discharge pipes will incorporate perforated risers in the flow splirter basin to insure equal distribution
into each discharge pipe. The discharge pipes will connect to the head of each chamber row. A splash
plate shall be installed on the trench bottom below each trench inlet to prevent scouring. Due to the higher
design flow rate in area 4 (Main ranch house) the addition of distribution laterals is recommended. Each
row of chambers in area 4 will have a perforated distribution lateral that runs the entire length of the trench
and installed at the top of the chambers. The perforations in the pipe will be oriented to discharge the
effluent dov.nward.
General Notes:
I) All materials and installation practices shall conform to the State of Colorado and Garfield County
Individual Sewage Disposal Regulations.
2) All sewer lines and distribution lines in the system shall be Schedule 40 or SDR-35 PVC unless
specified otherwise on the plans.
3) Add a two-way clean out on the service line from the proposed building to the septic tank in each
individual absorption system.
4) The system shall be plumbed to distribute effluent into the trenches with equal distribution.
5) The systems that have multiple trenches shall incorporate a flow distribution system that incorporates a
flow splitter basin (distribution box) for equal distribution of the effiuent between the individual
absorption trenches.
6) The contractor shall ensure that the septic tank and sewer lines are watertight.
7) The absorption trench areas must be protected to prevent damage from vehicular or Ii vestock traffic.
8) The chambers shall be installed level in each trench. Cobbles or rocks are to be removed from the
trench if encountered.
9) The chambers may be backfilled with native soil free of rocks.
lO) A final cover of soil suitable for vegetation, a minimum 12" deep, shall be placed from the top of the
chambers to the finished surface grade.
11) The trench finished surfaces must be crowned to direct surface drainage away from the trench to
minimize surface infiltration.
l2)The absorption trenches must be sodded or covered with vegetative ground cover.
13) A vertical 4" inspection port shall be installed in the pre-molded cut out on the mid-point of the
terminal end chamber of each trench.
14) Gravelless chambers shall be installed level according to the manufacturer recommendations.
Sk'e Eichhorst
SE Job No. 20 l l 0.01
November 29. '.WOO
Page 8
15) An O.pprovl!d effluent filter shall be installed on the outlet in the secondary chamber of each septic tank.
16) The effluent transport lines from the building to the tank and tank to the absorption trenches shall be
installed with a minimum 2% slope.
17) The engineer will determine recommendations regarding final design modifications based on additional
field evaluations.
Our design and recommendations are based upon data supplied to us by others. If subsurface or site
conditions are found to be different from those presented in this report_ we should be notified to evaluate
the effect it may have on the proposed ISDS. If the County Environmental Health Department requests
changes or modifications to this design, we should be contacted to evaluate the effect on the lSDS.
If you have any question or need any additional information, please call.
Sincerely,
SOPRIS ENGINEERING, LLC
• December 4, 2000
B & H General Contractors
174 Flying Fish Road
Carbondale, CO 81623
Attention:
Subject:
Mr. Steve Eichhorst
Percolation Testing
Puma Paw Ranch
County Road 219
Garfield County, Colorado
Job No. GS-3170
ritlitl V t:U
DEC 7 2000
B&H
We performed a geotechnical investigation for the residence, bunkhouse and
barns at the site under our Job No. GS-3048 (report dated July 5, 2000). As
requested, we have performed percolation testing at the site. The approximate areas
of five proposed percolation fields are shown on Figure 1. Our investigation
included Areas 1 through 4. The location of Area 5 was not determined at the time
of our investigation and percolation testing was not performed.
Profile and percolation borings and pits were drilled and excavated by the
client at locations determined by the client. The approximate locations of the borings
and pits are shown on Figures 2 through 5. Graphic logs of the soils and bedrock
encountered in the borings and pits are shown on Figure 6. Sandstone bedrock was
encountered just below the ground surface in Profile 1 (Figure 2). We recommended
the Area 1 percolation field be moved away from the adjacent sandstone bedrock
outcrops. The client excavated pits at the alternate location northwest of Area 1.
We performed percolation testing in the borings and pits between November
6and16, 2000. Test results are presented on Figures 7through10. Our percolatiJn
test results indicate the following design percolation rates are appropriate:
Area Design Percolation
Rate (min/inch)
1 <5
2 5 to 10
3 15 to 20
4 30 to 40
CTL/THOMPSON, INC.
CONSUL TING ENGl~JEERS
2~-l ·::C~TC.R C:Rl'iC: 2 3L~r-;· .. vcoo 5pc::;11'JGS CSLOFAOO 31501 .. 97·::1 945·2!30':
• We recommend that the percolation fields be designed by an engineer
qualified in septic field design. We appreciate the opportunity to work with you on
this project. If you have questions, please call.
Very Truly Yours
CTUTHOMPSON, INC.
es D.~e;l~:v
· aff Geotechnical Engineer
8 & H GENERAL CONTRACTORS
PUMA PAW RANCH
JOB NO. GS-J170 2
02/02/21104 11:50 SOPRIS ENGINEERING PAGE 01
1\.' \
,, FAX Transmittal
Te: Tim Holliday
c-. Garfield County Building Department
Fu#: 384 3470
1111: 2-2-04
TllllPllH: 2
SEPFliectll. 20110
frllR Paul Rutledge
1111111: Attached is the Puma Paw OWS A~-Built Jetter for Area 3-Bunk
House & Area4-Main House system~
o 01igmal not to follow
o onginal 10 follow by mail
o Original lo be delivered by messenger
o Original to be picked up
I 502 main S!!eet •suite A3 • carbondale, CO 61623 • (970) 704-0311 •lax (970) 704-0313 I
SOPRIS ENGINEERING • llC ci•il consullan1s
, __ ,,.
02/02/2004 11:50
Su:ve Eichhorst
B & H ContracliOrs, Inc.
Puma Paw Ranch
970-704-0313
5317 ColD!ty Road 154, Suite 206
Glenwood Springs, CO 81601
SOPRIS ENGINEERING PAGE 02
August 6, 2001 I
RE: ISDS As-Built Documentation for Puma Paw Ranch -ISDS Sysrems Arca 3 & 4, West Rifle
Creek, Garfield County, CO
SE Job No. 20110.01
Dear Steve:
Pursuant to your reque.sr, this lclter provides documentation that the new ISDS systems recently installed is in
general compliance with the pennitred designs. All five of rhe proposed systems arc new complete. The Bunk
HoU$c (Area 3) was completed this summer and the Main Building (Area 4) was complelf:djust recently rhis
summer. Sopris Engineering has performed visits ro inspect and document the as built conditions of the constructed
systems. We have coordinated Olli" efforts with the contractor that built the systems. Both systems were inspected
prior to backfilling and after all installations were completed. The as built conditions and installation of the new
ISDS components is in compliance witb the permitlf:d de•ign specifications for the two individual systems.
The Bunlc House (Area 3) was installed in accordance with Garfield County Regulations; the design presented in the
Sopris Engineering Report and the design drawings, dated November 29, 2000. A 1000 gallon dual compartment
septic tank was installed with 4" tee baffies and.,, effluent filter. The absorption field was installed by constructing
2 trenches in the location delineated on the site plan. Inspection ports were installed on the ends of the two 63 foot
long trenches installed. The trenches were installed level utilizing specified materials installed according to design.
The minimum setback distances have been maintained.
The Main Building (Arca 4) was installed in accordance with Garfield County Regulations; the design presented in
the Sopris Engineering Report and the design drawings, dated November 29, 2000. A 1500 gallon dual
compartment septic tank was installed with 4" tee baffles and an effluent filter. The absorption field was constructed
with 4 trenches in the location delineated on the site plan. The trenches were installed with 4" perforated
distribution laterals that run 85 feet along each trench surface to the inspection port at the midpoint of the end
chamber~. lnspc:ction JX>l'ls were installed at the midpoints on the end chambers of the four 88 foot long trenches
installed. The trenches were installed level utilizing specified materials installed according to design. The
minimum setback distances have been maintained.
I ~ ~.. 1,..,-;°""' ~-r..• ~~v Yanift~l.f.~c;;<~ Princi~11Si1 ONA\.'~''''''' 111111n1" ·'
LC
Cc: Garfield County Building Depanrncnt
.'---" r-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ I so2 Main Street• Suire A3 •Carbondale, co 81623 • (970) 704-0311 •Fax (970) 704-0313 \
SOPBIS ENGINEERING • llC civil consul1ants
-HU RATION AND PRE.DAR.UION
ATc.111.13i00°
" '
IME AT START OF S.\TURATION: 4:30 pm . .
P:ORCOLA TION TEST
DATE. 11115/00
WATER IN BORING AFTER H 1-\0URS
YES X NO
PERCOLATION TEST RESULTS
DEPTH TO WATER
0
HOLE DEPTH TIME AT TIME CHANGE
jLJMBER (INCl-\ES) START OF INTERVAL IN WATER
INTERVAL (MINUTES) START OF END OF DEPTH
INTERVAL INTERVAL (INCHES)
(INCHES) (INCHES)
P-1 96 I 1 O:OD 30 I 12.0 20.0 B.0
I 10:30 30 11.0 20.0 9.0
11 :00 30 I 12.0 I 19.5 I 7.5
I I 11: 30 30 I 13.25 24.0 I 10.75
I I 12:00 30 11.25 19.25 8.0
I 12:30 30 I 12.0 20.0 B.O
I 1:00 30 12.0 I 19.5 7.5
I 1:30 30 12.0 20.0 B.O
I I I I I
I I I P-2 92
I
10:00 30 10.25 18.25 8.0
10:30 30 9.5 16.0 6.5
I I I I 11 :DO 30 I 10.25 15.25 5.0
11 :30 30 9.0 15.0 I 6.0
12:00 I 30 I 8.75 13.i5 I 5.0
I 12:30 30 9.5 15.5 6.0
I 1:00 30 9.75 15. 75 6.0
I 1:30 30 10.25 15.25 5.0
I
I I
I I
' I I
I I I I i
Job No. GS-3170
PERCOU-
TION RATE
I
(MIN/INCH)
I 4 I
1~ 3 I
I 4
I 3
I 4
I 4
I 4
I 4
I
I I
4 I
5
I I I 6
I 5 I
I 6 I I
I 5 I
I 5
I 6
I
I
I
I
I
I I
Fig. 7
I
I
SATURATION AND PREPARATION
• ' I ._
DATE: 1~/13/00 '
TIME AT START OF SATURATION: 4:30 pm . .
PERGOLA TION TEST
DA TE: 11 /16/00
WATER IN BORING AFTER 24 HOURS
YES X NO
PERCOLATION TEST RESULTS
DEPTH TO WATER
HOLE DEPTH TIME AT TIME CHANGE
NUMBER (INCHES) START OF INTERVAL IN WATER
INTERVAL (MINUTES) START OF END OF DEPTH
INTERVAL INTERVAL (INCHES)
(INCHES) (INCHES)
P-3 39 10:30 30 21.0 26.25 5.25
11 :00 30 20.5 25.0 4.5
11 :30 30 19.75 24.25 4.5
12:00 30 20.0 24.5 4.5
12:30 30 19.5 23.25 3.75
1 :00 30 18.0 22.75 4.75
P-4 36 10:30 30 17.0 21.25 4.25
11 :00 30 17.0 20.75 3.75
11 :30 30 16.5 20.0 3.5
12:00 30 15.25 19.75 4.5
12:30 30 15.5 18.75 3.25
1 :00 30 14.5 18.75 4.25
P-5 44 10:30 30 26.0 31.5 5.5
11 :00 30 26.0 30.75 4.75
11 :30 30 25.25 30.0 4.75
12:00 30 24.75 29.75 5.0
12:30 30 24.5 28.75 4.25
1 :00 30 23.75 28.75 5.0
I
Job No. GS-3170
PERGOLA-
TION RATE
(MINllNCH)
6
-7
7
7
8
-
6
7
8
9
7
9
7
5
6
6
6
7
6
Fig. 8
SATURATION AND PREPARATION
II • ' ._
DATE: 11106/00 '
TIME AT START OF SA TU RATION: 11 :00 am . .
PERCOLATION TEST
DATC:: 11107100
WATER IN BORING AFTER 24 HOURS
X YES (P-2) X NO (P-1 and P-3)
PERCOLATION TEST RESULTS
DEPTH TO WATER
. HOLE DEPTH TIME AT TIME CHANGC:
NUMBER (INCHES) START OF INTERVAL IN WATER
INTERVAL (MINUTES) START OF END OF DEPTH
INTERVAL INTERVAL (INCHES)
(INCHES) (INCHES)
P-6 35 8:15 60 20.25 26.75 6.5
9:15 60 26.75 30.0 3.25
10:30 60 '17.0 23.75 6.75
11:30 60 23.75 27.5 3.75
12:30 30 27.5 29.5 2.0
P-7 39 8:15 60 23.50 31.5 8.0
9:15 60 31.50 34.5 3.0
10:30 60 '22.25 29.5 7.25
11 :30 60 29.5 32.75 3.25
12:30 30 32.75 34.25 I 1.5
P-8 37 8:15 60 18.75 28.0 9.25
9:15 60 28.0 31.0 3.0
10:30 60 '18.75 25.75 70
11 :30 60 25.75 29.5 3.75
12:30 30 29.5 31.5 2.0
' I
I I
I I
I
•indicates water added to holes
Job No. GS-3170
PERGOLA-
TION RATE
(MIN/INCH)
9
~ 18
9
16
15
8
20
8
18
20
I 7
20
9
16
15
Fig. 9
i
'
' !
I
• •
SATURATION AND PREPARATION
• I I 0L
DATE: 11/06i00 •
TIME AT SJ"ART Of SATURATION: 11:00 am
PERCOLATION TEST
DATE: 11/07/00
WATER IN BORING AFTER 24 HOURS
YES X NO
PERCOLATION TEST RESULTS
DEPTH TO WATER
HOLE DEPTH TIME AT TIME CHANGE
NUMBER (INCHES) START OF INTERVAL IN WATER
INTERVAL (MINUTES) START OF END OF DEPTH
INTERVAL INTERVAL (INCHES)
(INCHES) (INCHES)
P-9 35.5 8:45 60 18.0 24.0 6.0
9:45 60 24.0 27.5 3.5
10:45 60 27.5 29.5 2.0
11:45 60 29.5 31.5 2.0
12:45 30 31.5 32.5 1.0
P-10 38 8:45 60 22.5 27.75 5.25
9:45 60 27.75 30.5 2.75
I 10:45 60 30.5 32.0 I 1.5
11 :45 60 32.0 33.5 1.5
I
P-11 32 8:45 60 17.0 22.0 5.0
9:45 60 22.0 25.0 3.0
I 10:45 60 25.0 26.75 1.75
11 :45 60 26.75 28.25 1.5
12:45 30 28.25 29.0 0.75
P-12 32 8:45 60 16.0 21.0 5.0
9:45 60 21.0 24.0 3.0
10:45 60 24.0 26.0 2.0
11 :45 60 26.0 27.5 1.5
12:45 30 27.5 28.25 0.75
I
I
Job No. GS-3170
PERCOLA-
TION RATE
(MIN/INCH)
10
~ 17
30
30
30
11
22
40
40
12
20
34
40
40
12
20
30
40
40
Fig. 10
r:·4~'}_~~. ·Jk (J l~
;/ GARFIELD COUNTY BUILDING AND SANITATION DEPARf,MriiT '$.a ' ~ J 1 7 5
"11,aJAc2.e" 109 8th Street Suite 303 0 (l>'l Asses Parcel No.
a~'s..--~t:-',, G Glenwood Springs, Colorado 81601
II U v v I 7 Phone (303) 945-8212 ..2_7 ,__s-
INDIVIDUAL SEWAGE DISPOSAL PERMIT
This does not constitute
a building or use permit.
PROPERTY ~ /qJ/-,J.'f<f -•o·ux.. jb\°O
Owner's Name ri )l'('O\ fb._ vJ LL c.. _1_11'_3 _C_~_ll.._IC(~~-: f_{ e_~o~e._l_;;;i_S_-_93_6_5
System Location __ ____J_· 1_,_Cf___::3~G=O=U:.!_l_Yl_:__"'f----Ll':~__....;;<.'.'1._L~{<_._._,· LU...._Co~~f'...L/~l:, 5~o-
~11c Tank Capacity (gallon)
/ ~1
Pefcolat1on Rate (minutes/inch}
Required Absorption Area -See Attached
Special Setback Requirements:
Call for Inspection (24 hours notice) Before Covering Installation
-
System lnslaller ________________________________________ _
Septic iank Capacity ______________________________________ _
Septic lank Manufacturer or Trade Name -------------------------------
Septic Tank Access within 8" of surface --------------------------------
Absorption Area----------------------------------------
Absorption Area Type and/or Manufacturer or Trade Name --------------------------
Adequate compliance with County and State regulations/requirements _____________________ _
Other ___________________________________________ _
Date / /-Z q -0 U Inspector ~S~cL~,,/-~'"l~1C~r ~~~~c"S~n~<.:.,,,,·~·~---------------V
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
•CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S. 1973. Revised 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or structures not approved by the Budding and Zoning office shall automatically be a violation or a
requirement of the permtt and cause for both legal action and revocation of the permit.
3. Any person who constructs. alters. or 1nstal1san ind1v1du&I sewage disposal system in a manner which involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class I. Petty Offense ($500.00 fine -6
months in jatl or both).
White. APPLICANT Yellow. DEPARTMENT
,. \:v A~' ~ J..y,ti'1 ' --:-1 lP f;r::> . -i:~.. . ! ~~ r ·· · l / t.~_t_,!_r,:
'\. '""-. . ,,,-----/, , /,-.
• • _<"' • GARFIELD i:;ouNTY BUILDING AND SANIT~!l~~PA!'L.~F,/.IT ~e,n#'(J~-. ~ 11 7 5
. l :J)d.Jfi.e_e , 109 8th Strffi Suite 303 o·r 1 1 AnaHo~)r'Parcal No.
• Q 71 'f:-: ~ ~ & Glenwood Springs, Colorado 81601 / . •
:'i/TJ;>f/TJ/7 Phone(303)945·8212 3l)'f1 .2_71.5-
This does not constitute
a building or use permit.
Required Absorption Area -See Attached
Special Setback Requirements:
-'
Call for Inspection (24 hours notice
System Installer ________________________________________ _
Septic Tank Capacity _____ ~-.,.-----------------------~'-+---,.---,-,,;.-
., -~ ~-· I t•
Septic Tank Manufacturer or Trade Name-----------------------~-------
Septic Tank Acces,within 8" of sur1ac~ --------------------------------
Absorption Area----------------------------------------'-
Absorption Area Type and/or Manufacturer or Trade Name--------------------------
Adequate compliance with County and State regulations/requirements. _____ ~----------------
r. ' :.i ,\,·
Other _____________ ~~---------...,..-------------------
Date //-Z 'J -QC.' lnspector~-4;"J;t~µ..c.;,.--<--'_,,.,-'fi'~-----------------
RETAIN WITH RECE!PT RECORDS AT CONSTRUCTION SITE
' •CONDITIONS:
1. All installation must comply with all r9quirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S. 1973, Rev(Bed 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or stnictures not approved by the Building and Zoning office shall automatically be a violation or a
requirement of the permit and cause for both legal action and revocation of the permit.
3. Any person who constructs. alters, or installs an ind1v1dual seWage disposal system in a manner which involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine -6
months in jail or both).
Whtte -APPLICANT Yellow • DEPARTMENT
•
,. ..
... INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
... OWNER~:2___.___,~=--:...:~~AL..L.._·~--'-~o~~~)'---=L~l=>-~~~~~~~,.---------oo---.~~~
ADDRESS ____._.Eo~.=ao~x...__..51"'-"--,7,_______ PHONE (1:Jo) b:l--S-:-CJ-3 ls
CONTRACTOR ____________________________ _
ADDRESS 03ZL/ L~rz</£LL 21'DGE 2JJ
C'_,,;.,_ f,u~ ~.ulAJ' Co
PHONE q'))-C/7'-5"-~5{9
PERMIT REQUEST FOR !/> NEW INSTALLATION ~ AL TERA TION (l)Q REP AIR . ,
Attach separate sheets or report showing entire area with respect to surrounding areas, topogra~far:_a,Jiabifable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4)
LOCATION OF PROPOSED FACILITY
Near what City of Town ·,--?, 'b I, Size of Lot ?5'D a.uu.c;.
egal Description or Address I 77 3 Co ~ 'J?J . Z-I °r
ASTES TYPE r.f.J DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WAS TES
( ) OTHER-DESCRIBE ______________ _
BUILDING OR SERVICE TYPE ___________________ -,-___ _
Number of Bedrooms--~(,,____________ Number of Persons-~</ ____ _
('j) Garbage Grinder C;() Automatic Washer
SOURCE AND TYPE OF WATER SUPPLY <jl WELL
<)'.) Dishwasher
( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier: ________________ _
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:.~/.~/_r>K..~· ~· --------
Was an effort made to connect to the Community System?_~),~o~-------------
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table _______________________ _
Percent Ground Slope ___________________________ _
2
·•""" ~· .....
' T»PE OF INDIVIDUAL SEW AGE DISPOSAL SYSTEM PROPOSED
<1-$" SEPTIC TANK:: ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POT ABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET ( ) OTHER -DESCRIBE
FINAL DISPOSAL BY
9<J.. ABSORPTION TRENCH, BED OR PIT ( ) EV APOTRANSPIRA TION
~ UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER-DESCRIBE __________________ _,, __ _
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE 9 _~_0 ____ _
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, ifthe Engineer does the
Percolation Test)
Minutes _____ per inch in hole No. I Minutes ______ per inch in hole NO. 3
Minutes per inch in hole No. 2 Minutes per inch in hole NO._
Name, address and telephone ofRPE who made soil absorption tests· ______________ _
Name, address and telephone ofRPE responsible for design of the system: ____________ _
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and
additional tests and reports as may be required by the local health department to be made and furnished by the applicant
or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is
subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made,
information and reports submitted herewith and required to be submitted by the applicant are or will be represented to
be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of
health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any
falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based
upon said application and in legal action for perjury as provided by law
S .. od~.,JQuJcL_ D"' {?f«l/t[t!
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTYll
(<. ,~\t J { 3 <rZ> /l')tt..f.'ifL
I~
{o r~P~ ~
•
Designate North Arrow t-b
(
Your Neighbor's
Name & Address
1,
-.>
~'\
--'<;.
c.1
our Plot -Shape to ~ 1
(No Scale)
---"'---"''
r"r\ ... ~
~8' !
lJ~ ~~)
b I) 130~
Jl]
fl Profo-s~cf
(!e/J
v
JI
Lo"" wo11. '" ""'m', """';"" dh~.::: rnf D"w ;, yo"' '"""·
septic tank & system, detached garages, and driveway.
If a change of location is necessary, you must submit a corrected drawing, before a
Certificate of Occupation will be issued
County Road (Note the Road Number and Name)
enc c '"'"P"'11160\wpdoc1\plol loc
l_3A)
[?w=J
Your Neighbor's
Name & Address
,,. .
"-.
February 12. 2001
Garfield County Building & Planning
109 Eighth Street, Third Floor
Glenwood Springs, CO 81601
Re: Pwna Paw Ranch ISDS -HCE No. 99004.22
To Vv'hom It May Concern:
RECEIVED FEB 1 3 21l0f
In August. 1999, High Country Engineering (HCE) personnel inspected the construction of the
ISDS located at Pwna Paw Ranch in Garfield County, Colorado (Permit No. 3175). HCE"s original
design called for a 31-unit Infiltrator Equilizer trench system with one 2000-gallon septic tank a'ld
one mechanical dosing tank. At the time of inspection, the contractor had conruucted the trench
system with 30 units, but had not installed the tanks. The O\\ner was infonn.:d that 1 additional
Infiltrator unit was required and agreed to install the necessary components. OtherY..ise, the
installation of the system was in conformance with the intent of the design.
If you have any questions. or need additional information, please contact us.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
~::.~
Project Engineer
RDN/djw
Cc: Don Rodman
923 Cooper Avewe,
Glenwood Springs, CO 81001
Telephone (970) 945-&76 · Fax (970) 945-2555
t.. fi-1'-T Pl1 "-'? J 114 t..
@ ll~ ">A. {lt?ff
w Ti., H-<-UJ ~
I R'ho
14 Inverness Drive EaSl Suite B-144
Englewood. co 80112
Telepronc (303) 925-0544 ·Fax (303) 925-0547
February 1, 2001
Mr. Don Rodman
PumaPawLLC
1793 County Road 219
Rifle, Co 81650
Dear Don,
Garfield County
Building & Planning Department
Please refer to Individual Sewage Disposal System permit #3175 that was issued to replace the
failed leach field that serves old lodge building on the property.
A percolation test was done on that permit during June 1999, at which time it was decided that
the system needed to be engineered and to have a lift station in it.
Our records indicated that permit is still open, with no final inspection having been done on it. I
suspect that the septic system was finished and that final approval on it was done by the
engineering firm that designed it. What remains to be done is that the engineers need to notify us
in writing to verify that they approved the final inspection of the system. I am requesting that you
contact them and have them send us a final approval so that we can closed the permit.
Thanks for your cooperation.
Yours truly,
109 8th Street, Suite 303 945-8212/285-7972 Glenwood Springs, Colorado 81601
. . -·
• •
March 28, 2001
Puma Paw Ranch
1793 County Road 219
Rifle, Co 81650
Garfield County
Building & Planning Department
Code Compliance Office
shackett@garfield-county.com
Dear Don Rodman, Lol>Cr /:..,
Please refer to septic permit 3472, an engineered system for #2 relocat~in. The
engineers final report that we received indicated that one more infiltrator needed to be
placed in order for their approval to be granted. We need a final report from them that the
system has acheived their final approval so that we can close out files on this permit.
Thanks for your cooperation.
Yours truly,
CC: Roger Neal, P. E.
High Country Engineering
923 Cooper Ave
Glenwood Springs, Co 81601
109 8th Street, Suite 303 945-82121285-7972 Glenwood Springs, Colorado 81601
PUMA PAW RANCH
COUNTY ROAD 21 9
GARFIELD COUNTY, COLORADO
LEGEND:
P-1
• Indicates location
of pit
AREA 1
P-2
Profile 1 A • • P-1 •
Scale: 1 "=40'
/ ---------/
I
APPROXIMATE LOCATIONS OF PITS AND BORINGS
Job No. GS-3170 Fig. 2
PUMA PAW RANCH
COUNTY ROAD 219
GARFIELD COUNTY, COLORADO
LEGEND:
P-3
• Indicates location
of boring
Profile 2
• Indicates location
of pit !!: * =
AREA 2 Scale: 1 "=40'
~ P-3 P-4
/ • e P-5 • • Profile 2
/
I
.. \
' ~
(
i
I
" /
/
/
r--,
I "' ' I ; ,_, /
I \~' / ~ ','-./, //
/
/ "" / '._/ : y
APPROXIMATE LOCATIONS
Job No. GS-3170
/--._ 1', -------\ ! :-I
/·"' -.L -
OF PITS AND BORINGS
Fig. 3
0
1 A ~ --I I ,..._l -11~ n -L_:(j
-
LEGEND:
P-6
• Indicates location
of boring
Profile 3
• Indicates location
of pit
3
I fJIJ:
/
I
I
Scale: 1 "=40'
APPROXIMATE LOCATIONS OF PITS AND BORINGS
Job No. GS-3170 Fig. 4
PUMA PAW RANCH
COUNTY ROAD 219
GARFIELP COUNTY, COLORADO
r
Scale: 1 ·=40' AREA
~
-
--
/
)
P-9
• Indicates location
of boring
Proflle 4
Indicates location
of pit
'· \
APPROXIMATE LOCATIONS OF PITS AND BORINGS
Job No. GS-3170 Fig. 5
-CD
CD ......
c:
..c: -a.
CD
0
-CD
CD ......
c:
..c: -a.
CD
0
0
5
10
0
5
10
Job No. GS-3170
Profile 1
. -·
•
Profile 3 ..
LEGEND:
§
UIIl
~
Profile 1 A P-1
r ---
~
P-6 P-7
--·
Clayey sand •topsoil•, medium .-
dense, moist, brown.
Pea gravel
Sand, silty to clayey, occasional
gravel, loose to dense, moist, rust,
brown. (SM, SC-SM)
P-8
I •
• •
f2J
•
P-2
-~
Proflle 4
Profile 2
~
~
P-9
I . . . .
Gravel, silty, dense to very dense,
moist, rust, brown. (GM)
Sandstone bedrock, medium hard to
hard, moist, rust.
P-3 P-4 P-5
~ ~ ~
---
P-10 P-11 P-12
I . . . .
NOTES:
I . . . I . . . .
1. Proflle and percolation borings and
pits were drilled and excavated by
the cllent.
2. Locations of exploratory borings and
pits are approximate.
SUMMARY LOGS OF EXPLORATORY BORINGS AND PITS
0
sJi
10
~
0
5
10
~;
_J
.. -
c ..
"Cl -::r
:J
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Fig. 6
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