HomeMy WebLinkAbout04448Jim Wilson
From:
Sent:
To:
Subject:
Shawn Wallace [tpishawn@earthlink.net]
Friday, April 30, 2010 9:40 AM
Jim Wilson
TPI -Brune Permit
Jim, I spoke with my boss Chris McCall um about the open Brune permit. He said that the project is being litigated and
that TPI needs to "stay out" of the permit issue, at least presently. Looks like Brune applied for the permit as applicant
and TPI is listed as contractor, so it's mostly up to Brune. So if you could, TPI would like to leave it as is for now. Thank
you.
Shawn Wallace
TPI Industrial, Inc.
tpishawn@earthlink.net
(970) 243-4642
Fax: (970) 242-5330
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1
M emo
. TO: Becky Wheelersburg
FROM: Julie T
CC:
! VENDOR#: ~&C\o
I ACCOUNT#:\0 0-\1' 010-3'\00
: ACCOUNT N~ME:\(J ~~ ~
DATE: 3/9/2011
RE: (Watermark, LLC I BP-10938 & SP-4448)
APPROVAL BY ANDY SCHWALLER: YES NO
REASON FOR REFUND: ·
Jim, W got an email (see file to view email), as a response to us sending
First Notification of expired permit (letter). Basically it's saying that this Project
(building permit) is being litigated so at this point TPI (contractor) would like to
close the project.
AMOUNT OF REFUND:
Building Permit: $4,497 .25
Septic Permit: $73.00
Total Refund: $4510:25
THE REFUND SHOULD BE MAILED TO:
NAME:
TPI Industrial, Inc
Attn: Shawn Wallace
MAILING ADDR ESS:
2471 River Side Parkway, #A
Grand Junction, CO 81505 ·
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Phone (970) 945-8212
Permit 4448
Assessor's Parcel No.
This does not constitute
a building or use permit.
Owner's Name/tJa±etJ\V\C\fK
1
System Location 3"8' /So
LL..C Present Address---------------Phone _______ _
R~ver ~Qo~e
Legal Description of Assessor's Parcel No. &.L1?( -os'-{-o o -;>. f.f 9
SYSTEM DESIGN
______ Septic Tank Capacity (gallon) ______ Other
______ Percolation Rate (minutes/inch) Number of Bedrooms (or other) ____ _
Required Absorption Area~ See Attached
Special Setback Requirements:
G,Q(V-i]
~'.Pfy~t\:;I\
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 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 _____________ Inspector ________ ~-------------------
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
•CONDITIONS:
1. All installation must comply with alt 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 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 individual 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).
White-APPLICANT Yellow -DEPARTMENT
2
3
4
5
6
7
GARFIELD COUNTY SEPTJC PERMIT APPLICATION
108 811 ' Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003
\~' ww,_gnrfig.IQ~s_qw_ns_,£~H11
Parcel No: (this infonnalion Is available at the assessors office 970-945-9134)
? I 8 I -0 ":) '-\ -0 t:i -z.v, C\
, Co ~\l,<-{1
Subd./ Exemption:
Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description
3~\''50 '°R\"ER ~Row,AG-£ Wi:v.I CA-:.\\..\::
Lot Size: Lot No: Block No:
i,t. :r2 Ac. . -r,, A er :z. "'"t> "" • ~\'?>''I E"Ki:M.'?TION
Owner; (property of'Jner} Mailing Address 5~. ,( Ph
\l\.Jo.A-ef (J\\c\f[.\,UJ d-5 Foyborok~, ~6 Ji1.>(lt.{
Contractor: '
I?\ 1'->""u.-;.TR' ".._ 1\C>c._
Engineer: \'11'."<ll. >!.El'>~'!:>.
C.L1 "1'->C.1'-"1'>= 1'<:1"->"'
Mailing Address Ph:
.'.lL\'i\ ><:,~., \:>."!:> 'i'1 o · Z ~ '3. · '-\ t.. 'I '2.
Ph: Mailing Address
\\£.'\ 7..V.. ~~ G-ei Lo '6\'iO'> 'i'lD ·'2'-\'S-OS Tl
Alt Ph:
All Ph:
Alt Ph:
'l'i o -S '?,a,· <o 2 t.. lo
PERMIT REQUEST FOR: (?4 New Installation ( ) Alteration ( ) Repair
8 WASTE TYPE: ( )Dwelling ( )Transient Use ~Commercial or industrial ( )Non-Domestic wastes
( }Other-Describe __________________________ _
~-BUILDING OR SERVICE TYPE: ----''-.u..o~""=-""'"-'-'""-·.-,_,,c_~\~t..~\,__-__________________ ~_
Number of bedrooms Garbage Grinder ( )Yes (}<)No
I 0 SOURCE & TYPE OF WATER SUPPLY: l)<lWELL ( )SPRING ( )STREAM OR CREEK ( )CISTERN
If supplied by COMMUNITY WATER, give name of supplier:
11
12
13
14
IS
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:_~>~'S~o_o_' __________________________ _
Was an effort made to connect to the Community System? r-..\O
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN
GROUND CONDITIONS:
Depth to 1st Ground Water Table 1'\. one...
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED:
l)(ISeplic Tank ( )Aeration Plant ( )Vault
( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy
I \Other-Describe
FINAL DISPOSAL BY:
\X)Absorption trench, Bed or Plt
\ )Wastewater pond
I )Underground Dispersal
( )Other-Describe
PercentGroundSlope Ii."!><>"'-;,."-'
I )Vault Privy
( )Incineration Toilet
( )Above Ground Dispersal
( )Composting Toilet
( )Chemical Toil et
( )Evapotranspiralion
Will effluent be discharged directly into waters of the state? I )YES
( )Sand filter
16 PERCOLATION TEST RESULT: (to be completed by Registered Professional Engineer, if the Engineer does the Percolation' Test} "S e..e... e ,..~; (\ CLe. r-t-.9. &e ~\~Y'-
Minutes \ 1..D per inch in hole No.1 Minutes \'lo per inch in hole No.3
Minutes 4l,, per inch in ho!e No.2 Minutes per inch in hole No._
Name, address & telephone of RPE who made soil absorption test: \ o>l'. e_ <;o. o '-''< __ll_?,'I, -z.v. ?,b GR A"'<:. -;; c.."< Co '? \ S" s-
Name, address & telephone of RPE responsible for design of the system: \'}:?cJ.,, l.R.b\.:1\'.. \\'t4 '"' Q..& (,..R:A~b 3:c.-r <o l?\~O!S'
17 Applicailt ackiiOWledges that th€--Completeness of the applicatioil h:; conditional upon such fli'rther ·mandatory and additiona1-!8st "8nd reports as may be required by
the local health department to be made and furnished by lhe applicant or by the local health department for purposed of the evaluation of the application; and lhe
issuance of the permit 1s subje t°i such terms and conditions as deemed necessary to insure cornphance with ru1es and regulations made, 111fu1rnat1011 anU
reports submitted herewith ~re uired 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 re!i a on y the local department of health m evaluating the same for purposes of 1ssumg the permit applied for herem I furlher
understand that any fa!sific t10 or m1srepresen ~on may result m the denial of the application or revacat on of any permit granted based upon said applical1on
and legal action for pequry a rov1ded by).W 0 ~ . \
I\ • :S J."'"'a -------1L .• ..!'_ -:;-"!'--___ .. ----- -----
OWNERS SIGNATURE . -AT
__j_ STAFF USE ONLY ----·"""""""~----
Permit Fee: Perk Fee: Total fees: Building Permit#:
f\3,UD .. --'l :s . cJO /Oq3g
Septic Permit #:
/Ju<fS IssueD;; ~ ,5 d-o os;(
Building & Planning Dep~:
APPROVAL DATE
CRONK
CONSTRUCTION
INCORPORATED
• 1129 ·24· Road
Grand Junction, CO 81505
970-245·0577, 970·257-7453 (fax)
INDIVIDUAL SEW AGE DISPOSAL SYSTEM DESIGN
Date:
Prepared by:
Type of Design:
Owner:
Prope1iy address:
Tax schedule No.:
Legal Descript:
February 13, 2008
Thomas A. Cronic, P.E.
Cronk Construction Inc.
1129 -24-Road
Grand Junction, CO 81505
245-0577
Commercial System
John Brune
c/o TPI Industrial Inc.
2471 River Road, Unit A
Grand Junction, CO 81505
970-243-4642
38150 River Frontage, New Castle, CO 81647
Tract B, Adair Rippy Exemption
Page I of9
1.0 Site History
The site consists of approximately 4.62 acres of uncultivated native soil. Drainage is approximately 1 %
to the south. The site is a commercial property with three existing commercial buildings situated along
the east side of the property. The existing structures encompass approximately 24,000 sq. ft. The three
buildings are further divided into ten office/warehouse rental units each approximately 40' x 60' in size.
The units are leased by different businesses in the area. Domestic water is provided to the site by a
groundwater well located approximately 950' east of the sites east boundary. Each of the ten rental units
have one-half bath facilities to serve the occupants. The three existing structures are served by three
existing individual sewage disposal system (ISDS) which show no signs of failure. The owners wish to
construct additional office/warehouse rental units along the properties west boundary. The proposed
addition will consist of two buildings containing four rental units each for a total of eight additional
rentals. The new rentals will be identical in size and proposed use to the existing rentals currently at the
site.
A percolation test/soils evaluation was conducted on the property of reference on 02107108 by Tom A.
Cronk, registered professional engineer (R.P.E.). The 02/07 /08 investigation was intended to develop
subsurface design parameters for a new ISDS to serve the proposed commercial buildings. The 02/07/08
perc test/soils evaluation is attached for reference as Appendix A. The locations of the site investigation
excavations are shown on the attached plot plan. A discussion of developed subsurface design
parameters and the engineered ISDS design follows.
2.0 Development of Design Parameters
The perc excavation trench was extended to a depth of 120" below ground surface (BGS). There was no
evidence of ground water or high seasonal water table in the open excavation to a depth of 120" BGS.
The soils evaluation indicates two distinct soil horizons underlie the site. A lithological description
follows:
depth (in.)
0 11
-30 11
30" -120"
description
silty clay, brown; hard and blocky
silty clay/sandy clay, light brown; medium dense; friable
An INFILTRATOR absorption field is proposed for the site. As based on the 02/07 /08 site investigation
(Appendix A), an average designperc rate of 120 min/in. is chosen for overall system sizing.
Page 2 of9
3.0 System Design
As mentioned above, two new buildings are proposed for the site. The buildings will be identical with
respect to size, floor plan, and proposed use. Each building will be served by a separate ISDS and
because of the similar sewage loadings, each ISDS will also be identical. The following discussion
addresses design and installation of each of the proposed ISDSs.
An INFILTRATOR absorption field is proposed for discharge of septic effluent at the site. The bottom of
the INFILTRATOR absorption field will be located at a maximum depth of 48" below the existing ground
surface. Construction of the system will consist of removing the existing site soils from the area
underlying the absorption field. The initial excavation will be continued to a depth of 48".
After removal of surface soils, the open excavation will be disked or scarified and INFILTRATORS
(model QUICK4) will be used to construct a septic effluent distribution system in the open excavation.
The INFILTRATOR effluent distribution system will be installed in accordance with the "Infiltrator
Technical Manual", available from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old Saybrook,
Connecticut 06475. Adjacent INFILTRATORS shall be fastened with a minimum of four (4) 3/4" x #8
seli~tapping sheet metal or bright brass deck screws to prevent movement and separation during
backfilling. The INFILTRATOR absorption field will provide a minimum of 4.0 ft of filtration soil
between the septic effluent discharge piping and the surrounding subsoils.
After the INFILTRATORS are installed, synthetic filter fabric (140-200 mesh) will be placed over the
INFILTRATORS and the system will be covered with a soil cap. The soil cap will consist of a minimum
of 36" of sandy loam soil mounded 5% to promote surface run off away from the absorption field.
The installer should confirm the feasibility of gravity discharge of sewage effluent from the residence to
the absorption field by field verification of assumed design parameters. Assumed design parameters with
respect to gravity discharge include:
• distance from the sewage pipe at exit from the foundation to the absorption field -60' or
less,
• elevation of the ground surface at entry to the absorption field shall be no more than 24"
above the invert elevation of the sewage pipe at exit from the foundation line.
If field measurements do not confirm these design assumptions, gravity discharge of sewage effluent
from the residence to the absorption field can not be assured and a lift pump may be required. Please
contact the design engineer to address any design modifications necessary for effective operation of the
ISDS if the above design assumptions are not upheld.
The installer must also confirm the setbacks from property lines, building envelopes, and existing
easements shown in the attached graphics are maintained. Additionally, any unknown utility lines,
easements, or other adverse conditions disclosed during construction must maintain the required setbacks
listed on page 6 of this document. A minimum of 12" (18" recommended) of soil cover is required for all
effluent piping, the septic tank, and the absorption field (excepting maximum 8" soil cover over septic
access ports).
Domestic water is provided to the site by a groundwater well serving the four lot subdivision. The
Page 3 of9
proposed buildings will be identical in size and use to the existing rental units on the property. Sewage
loadings necessary for sizing the proposed ISDSs will be based on water use records for the existing
buildings. Water use records for the three existing buildings are attached as Appendix B. A
dete1mination of the average daily sewage flows from each of the existing rental units follow.
Water use records for three buildings containing a total of 10 office/warehouse rental units 40'x60'
ea. (see Appendix Bl
period of water use records .............................. (10/16/07-12/16/07) -42 working days
total water usage (all three buildings) .......................................... 35,800 gallons
average daily water use (all three buildings over 42 working days) . . . . . . . . . . . . . . . . . . 852.38 gal/day
average daily water use per rental unit (10 units total in all three buildings) ............ 85.24 gal/day
Sewage loading for proposed new construction -total of two proposed buildings each with 4 rental
units
source estimated loading factor average daily sewage flow (gal/day)
(from water use records)
one bldg w/four rental units 100 gal./ day-rental unit ............................. 400 gal/day
Total Average Daily Flow per Building ......................................... 400 gal/day
As based on the above sewage loadings, the total average daily sewage load for the entire lot is estimated
at 1,652.38 gal/day (852.28 gal/day from existing buildings plus two proposed buildings at 400 gal/day
each). Because the total average daily sewage flow from all buildings at the site is less than 2,000
gal/day, a CDPHE site application is not required.
As shown in the attached septic layout plan, a 1,000 gallon, two compartment septic tank will be installed
to provide a minimum of 30 hours retention time for sewage effluent generated from each proposed
office/warehouse building. A non-corrodible Orenco filter (model# FTW0444-36A) shall be installed at
the final outlet Tee of the septic tank or in the effluent line between the septic tank and the absorption
field to limit the size of solids and sludge passing into the absorption field. The filter must be accessible
for cleaning and replacement from the ground surface.
A distribution box with a minimum of six outlet openings is required to provide equal distribution of
septic effluent from the septic tank to the INFILTRATOR absorption field (available from Copeland
Concrete, Rifle, CO). The distribution box must be placed on stable native soil or compacted structural
fill to prevent settling and assure equal distribution of septic effluent.
As discussed above, an INFILTRATOR system is proposed to discharge septic effluent to the underlying
sub-soils. As shown in the attached graphics, the absorption field for each building will consist of 90
QUICK4 INFILTRATOR units and shall be 18 ft by 60 ft in lateral dimensions. The absorption field will
encompass a gross area of 1,080 square feet with an effective area (9.2 sq. ft.I INFILTRATOR plus 40%
reduction factor) of 1,380 sq. ft.
Calculations and design parameters used to size the absorption field follow.
Page 4 of9
DESIGN CALCULATIONS
AVERAGE DESIGN FLOW OF 400 GAL.IDAY
PEAK FLOW = 150% OF AVERAGE = 600 GAL.IDAY
DESIGN PERCOLATION RATE = 120.0 MIN./INCH
A = Q{t, WHERE,
5
A = ABSORPTION FIELD AREA
Q =PEAK FLOW
t = PERC TIME/INCH
A = 600 /120.0 = 1314.53 SQUARE FEET
5
SIZE ADJUSTMENT FACTOR OF 0.6 FOR INFILTRATOR SYSTEM
ADJUSTED AREA = 1314.53 X 0.6 = 788.72 SQUARE FEET
ABSORPTION FIELD SIZED AT 18 FT. x 60 FT. = 1080 SQUARE FEET
USE 90 QUICK4 INFILTRATORS @ 9.2 SQ. FT. EACH
FOR TOTAL ABSORPTIVE AREA OF 90 X 9.2 = 828 SQUARE FEET
Page 5 of9
4.0 Site Specific Installation/Operation Requirements
The owner and system contractor shall be aware and comply with the following installation and system
operation requirements.
4.1 Installation -Setbacks, Notifications, and Inspections
• All installation activities shall be conducted in accordance with ClllTent Colorado
Department of Health ISDS Regulations as well as any relevant Garfield County
regulations and requirements. If at any time during construction, subsurface site
conditions are encountered which differ from the design parameters developed in Section
2.0, construction activities will stop and the design engineer will be contacted to address
any necessary design modifications.
• Installation procedures including grade, location, setbacks, septic tank size, and
absorption field size shall conform with the attached graphic details. Construction
activities and system components will not encroach upon existing easements or utility
corridors. A minimum of 6 ft of undisturbed soil shall be maintained between individual
absorption elements and the septic tank and/or adjacent absorption elements. Minimum
site specific setbacks for system components are:
Source Se2tic Tank Abs0111tion Field Building Sewer
water line 10' 2S' 10'
domestic well SO' 100' SO'
dwelling S' 20'
property lines 10' 10'
subsoil drain 10' 10'
dry gulch 10' 2S'
pond/lake/stream SO' SO'
i1Tigation ditch
open 50' 50'
int./lined/piped 2S' 2S'
• All sewer lines and effluent distribution piping shall be 4 inches in diameter and have
glued joints. INFILTRATORS shall be placed level in the absorption field. All lines
discharging sewage from the residence to the septic tank shall maintain fall of between
1/8 in. and 1/4 in. per foot and shall employ sweep 90's or 2-45's at all turns. Sewer lines
from the dwelling to the septic tank and at least 6 ft from the septic tank outlet must meet
minimum standard ASTM-3034. Sewer lines under driveways shall always meet
minimum Schedule 40 PVC standards and shall be encased with corrugated metal pipe or
flow fill and covered with minimum 2" high density "blue board" insulation when
covered with less than 36" of soil.
• A minimum of 12" of soil cover (18" recommended) shall be maintained over all ISDS
components to prevent freezing of septic effluent (excepting maximum 8" cover over
septic access ports). Four in. sanitary clean-outs shall be installed at maximum 100'
intervals in all gravity flow effluent lines exceeding I 00' in length.
Page 6 of9
• The installer shall not place INFILTRATORS in the open excavation until inspected and
approved by the design engineer. Additionally, the final cover shall not be placed on
sewer lines, septic tank, or the absorption area until the system has been inspected and
approved by the design engineer. The installer shall provide 48 hour notice to the
engineer for all required inspections.
• A non-corrodible Orenco filter (model# FTW0444-36A) shall be installed at the final
outlet Tee of the septic tank/tanks or in the effluent line between the septic tank and the
absorption field to limit the size of solids and sludge passing into the absorption field.
The filter must be accessible for cleaning and replacement from the ground surface.
• The distribution box shall be set level on undisturbed native soil or a structural pad (e.g.,
compacted fill or concrete) to prevent settling and promote unifonn distribution of flow
to the absorption field. A 45 degree bend shall be turned down on the septic influent line
to damp surge flows from the septic tank and promote equal distribution.
• The effluent distribution system shall be constructed in accordance with the "Infiltrator
Technical Manual" available from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old
Saybrook, Connecticut 06475.
• The surface cap shall consist of sandy loam soil mounded 5% over the absorption field to
promote surface runoff.
• The system contractor shall be aware of the potential for construction activities to reduce
soil permeabilities at the site through compaction, smearing, and shearing. The
following precautions and construction procedures should be employed during
installation to minimize disturbance to native soils:
1. Excavation should proceed only when the moisture content of the soil is below
the plastic limit. If a sample of soil forms a rope instead of crumbling when
rolled between the hands it is too wet and should be allowed to dry before
excavation continues.
It. Excavation and backfill equipment should work from the surface where at all
practical to avoid compaction of the soils at depth.
111. The bottom and sidewalls of the excavation shonld be left with a rough, open
surface. The appearance should be that of broken or ripped soil as opposed to a
sheared, smeared, or troweled surface. Any smoothed or smeared surfaces
should be removed with a toothed rake or shallow ripper taking care to remove
loose residues from the bottom of the excavation by hand if necessary.
IV. Care should be taken in placing fill materials in the excavation to avoid
damaging the exposed soil surfaces.
Page 7 of9
4.2 Operation -Maintenance and Inspections
• The owner shall install a structural barrier if necessary and take precautions to prevent
vehicular traffic, excessive surface watering, accidental flooding, or other activities in
the vicinity of the absorption field which may compact, saturate, or otherwise alter the
subsurface soil parameters used in designing the septic system.
• The owner will plant and maintain grass or other shallow rooted cover crop to prevent
erosion and promote evapotranspiration over the absorption field.
• The owner will inspect and maintain the required mounding and drainage away from the
absorption field to prevent saturation from precipitation and surface flows.
• To mitigate the generation of preferential flow channels which may compromise the
operation of the system, the owner will inspect and prevent intrusion of burrowing
animals and deep rooted plants into the absorption field.
• The septic effluent filter shall be inspected and cleaned as necessary every six (6)
months.
• The owner will conduct periodic maintenance of the septic system by removing
accumulated sludge from the septic tank every 3-4 years to prevent clogging of the
absorption field.
Page 8 of9
5 .0 L im itations
This report is a site specific design for in sta llation of an individual sewage disposal system and is
ap p licable only for the c lient for whom our work was performed. Use ofthis report under other
cir c um stances is not an appropriate application of this do cument. This report is a product of Cron k
Con struction Incorporated an d is to be taken in it s entirety. Excerpts fr om this report ma y be taken out of
context a nd ma y not convey the h·ue in te nt of the report. It is the owne r's and owner's age nts
responsibility to r ea d thi s report and become familiar with th e recommendations and des ign guidelines
contained herein .
The recommendations and design guidelines outlined in th is report are based on: 1) the proposed site
development and plot pl an as furnished to Cronk Construc ti on Incorporated by the c lient, and 2) the site
co nditi ons di sc lo sed at the sp ecific time of the site inve stigation ofrefe rence. Cronk Constru c tion
incorporated assumes no liability for t he acc uracy or compl eteness of information furnished by the client.
Site conditions are subj ect to external environmental effects and may change over ti me . Use of thi s plan
under different site conditions is inappropriate. If it becomes apparent that current site condit ions vary
fro m those anticipated, the des ign engineer should be contacted to develop any required d esign
modifi cation s. Cronk Construction Incorpo rated is not responsib le and accepts no liability for any
variation in ass umed design parameters.
Cronk Constrnction Incorpor ated represents this report ha s b een prepared within the limits prescri bed by
the owner and in accordance with the cunent accepted practice of the civil engineering profession in the
area. No warranty or r epresentation e ither expressed or implied is included or intended in thi s report or
in any of ou r con tracts.
NOTE: This individual sewage disposal plan is meant to include the following four pages of
graphics including: 1) plot plan, 2) septic layout plan, 3) absorption field plan view , and 4)
absorption field cross section . The plan is not to be implemented in the absence of these related
graphics. In addition, results from the percolation test and soils evaluation are included for
reference as Appendix A. Water use records for the existing buildings are attached as Appendix B.
Page 9of9
50'
311.00'
d
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d
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>
d
L rn
existing
building
2 0' o.cces ciro.ino.ge ~, . ut.itity,
eusel'lent 1rr1go.tion
I
_J
BRUNE PR 38150 RIVOEJECT
NEV CASTL~ FRONTAGE
TRACT B ' CD i PLOT PLANADAIR RIPPY FEBRUARY EXEMPTION
! SCALE: l ~-i~'O' 2008
NORTH
II
I d I
I • I c
d
I c I d
I " I • c
L_J
6'Min.
lO'riin.
I 1-1s'-,
perc test0
exco.vo.t'1on
II
I ~ I c I d I
c I -~ I
I t I
L_J
1000 gallon septic to.nk
w/effluent Filter <OSI
Model FT\.J0444-36A)
cleo.n out
"' --.::--
~"' S'riin. ·3 o
.Q :;:
" ,x •o
I
I
r
20'Min. ""' o~
r_
------Q.--
0 c
~
absorption field, each consisting
of six (6) rows of fifteen <15)
d • c
d
• > ·;:
" • >
d c
"'
Quick4 Infil tro. tors (or equivalent)
for o. total of 90 units (36'x48' en.)
per absorption field I
l __ _J
clean out
1000 gallon septic tank
w/effluent filter <OSI
Model FT\v'0444-36A)
BRUNE PROJECT
38150 RIVER FRONTAGE i
NE\./ CASTLE, CO
TRACT B, ADAIR RIPPY EXEMPTION
SEPTIC LAYOUT PLAN
FEBRUARY 8, 2008
SCALEr 1'=:60' NORTH
---------;fii\\t)'' ~t ~c.cess, . y-\go.t\on ec'
20 e'bo.ff' --c. f 5 .I
11e\\ \a a.st o dro.1"'0.9 t - -e~e~--c/:/J' eertl' -"\:>'10\l --NOTE
CALL 1-800-922-1987 FDR UTILITY
LOCATES BEFORE EXCAVATING
NOTE
GRAVITY DISCHARGE OF SEWAGE
EFFLUENT FROM THE RESIDENCE
TO THE DISPOSAL SYSTEM IS
BASED ON THE FOLLO~lNG DESIGN
ASSUMPTIONS:
LENGTH OF SEWAGE PIPING
FROM EXIT AT FOUNDATION
LINE TD ENTRY TO ABSORPTION
FIELD = 60' DR LESS
ELEVATION OF GROUND SURFACE
AT ENTRY TD ABSORPTION FIELD
"' =NO MORE THAN 24' ABOVE INVERT c
'B ELEVATION OF SEWAGE PIPE AT
'§ EXIT FROM FOUNDATION LINE
.Q
"' DISCLAIME8
c IF THESE DESIGN ASSUMPTIONS ARE +; • NOT UPHELD DURING CONSTRUCTION, ., GRAVITY DISCHARGE CAN NOT BE • ASSURED AND A LIFT STATION MAY
BE REQUIRED
r-o
NOTE
THE FOLLD~ING SETBACKS MUST BE MAINTAINED:
SEPTIC ABSORPTION
TANK FIELD
SPRINGS/~ELLS 50' 100'
STREAM/OPEN DITCH --50' 50'
SUBSOIL DRAIN/INT. IRRJG, DITCH -10' 10'
DRY GULCH 10' 25'
PIPED/LINED IRRIG. 10' 10'
DOMESTIC CISTERN 25' 25'
DOMESTIC \./ATER LINE ---10' 25'
TOTAL SE~AGE FLO\./ LOADINGS FOR ENTIRE LOT
existing buildings -10 units @ 85 go.l/day--850 gaL/do.y
(bo.sed on existing water use records)
proposed buildings - 8 units @ 100 gal/day --800
(based on wo.ter use records and proposed
slMilar use)
Total Avero.ge
existing
building
"' c
'B
'§
.Q
"' s ,,
" .,
•
Dolly Sewage Loading
l:l
c • ,,
" "' •
u
+;
" • " "' c
+; • x •
~
0
c
Q ,,
d u
0
x
0 c
" " d
I
I
I
for Lot -1,650
gal./ day
gal./ day
c------
,~
···-·
( • \
I
• I
septi';,'\ I I influent
l:[ • I
' I '
distribution box j I
•
I
'
w/Min. 6 outlets I •
I
I \ •
'
periMeter of INFILTRATOR\
nbsorption field \
-60'---\
I ol
\'?.>i;;\0~<:i1
o"'r,;, ef' <>
0-c::. i,;>1:.e i,;o'f r;:J
l(_W\.r,; I;\ :fr,, ro•-1-IJ..
.0 0 '? o 0-:i.:,O L'?i
Q"-\ o~ .'/....:;,;;f ·'{.'?
r,;,O( :I '(" \<'f(\ v.0'
o.'{) Lb 1i, qiJ
efil--;.,.(,'f-o"'-
oD ><.,o.\ ,o
provide venting /observation
ports at each end of
INFILTRATOR bed as shown
';! <i "' "' "'~
ee>)
ABSORPTION FIELD -PLAN VIEW (TYP. ONE OF TWO)
SCALE: 1"=10'
BRUNE PROJECT
38150 RIVER FRONT AGE
TRACT B, ADAIR RIPPY EXEMPTION
ABSORPTION FIELD PLAN VIE\./
FEBRUARY 8, 2008
SCALE: 1'=-10'
I ---··--,
~i
! !
I
I
'
I
• ii •
•
• I r
I
I
• l l •
!NF!L TR.ti TOR, INSTALL IN ACCORDANCE
\./ITH .. INFILTRATOR TECHNICAL MANUAL,
INFILTRATOR SYSTEMS INC,, 123 ELM
STREET, SUITE 12, OLD SAYBROOK,
CONNECTICUT 06475
SYNTHETIC FILTER
FABRIC OVER
OUTLETS AS REQUIRED
<VARIES W'ITH BOX SIZE)
4 .. 45•-BEND SURGE
FLOW' SUPPRESSOR
DISTRIBUTION BOX DETAIL
SCALE' 1'=1'
EXISTING GROUND SURFACE
SOIL CAP <MOUND 5%)
"' #1
"' f -30'
#2
ABSORPTION FIELD -CROSS SECTION <TYP. ONE or Tl-/Dl
SCALE' 1'=5'
-120·
SOILS LOG
<SEE NOTES)
SOILS LOG NOTES
#1 -SILTY CLAY, ERO'w'N; HARD & BLOCKY
#2 -SILTY CLAY/SANDY CLAY, LT BRO\./Ni
MEDIUM DENSE; FRIABLE
ND GROUND \./ATER OR HIGH SEASONAL \./ATER
TABLE TD 120 .. BGS
BRUNE PRO.JECT
38150 RIVER FRONTAGE
TRACT B, ADAIR RIPPY EXEMPTION
ABSORPTION FIELD -CROSS SECTION
FEBRUARY 8, 2008
SCALE: AS SHO'w'N
APPENDIX A
SOILS AND PERCOLATION REPORT
CRONK CONSTRUCTION INCORPORATED
CRONK
CONSTRUCTION
INCORPORATED
• 1129·24·Road
Grand Junction, CO 81505
970·245·0577, 970·257·7453 (fax)
Date:
Prepared by:
Client:
Property address:
Tax schedule No.:
Legal Descript.:
1.0 Soils Evaluation
SOILS AND PERCOLATION REPORT
February 7, 2008
Thomas A. Cronk, P.E.
1129 -24-Road
Grand Junction, CO 81505
245-0577
John Brune
c/o TPI Industrial Inc.
2471 River Road, Unit A
Grand Junction, CO 81505
(970) 243-4642
38150 River Frontage, New Castle, CO 81647
Tract B, Adair Rippy Exemption
The site consists of approximately 4.62 acres of uncultivated native soil. Drainage is approximately 1 %
to the south. A percolation test/soils evaluation was conducted on the prope1ty of reference on 02107108
by Tom A. Cronk, registered professional engineer (R.P.E.). The perc excavation trench was located
approximately 220' south of the n01ih property line and approximately 25' east of the west property line.
The perc excavation trench was extended to a depth of 120" below ground surface (BGS). There was no
evidence of ground water or high seasonal water table in the open excavation to a depth of 120" BGS.
The soils evaluation indicates two distinct soil horizons underlie the site. A lithological description
follows:
depth (in.)
0 11
-30 11
30" -120"
description
silty clay, brown; hard and blocky
silty clay/sandy clay, light brown; medium dense; friable
Pere holes were constructed at the surface and at depths of approximately 36 in. and 72 in. The holes
appeared to be well saturated at the time of the test. Results of the percolation test are shown in Table !.
Page A-1 of A-2
TABLE 1
Percol at ion Test Resu lts
38150 Rive r Frontage
Depth Time on 02/07/08 Time Pere
Drop Rate
12 :42 13:42 min/in
8" -16" 3.8125 4.3125 60/0.50 120
36" -44" 3 .6875 4.3125 60/0 .625 96
72" -80" 3 .3125 3.8 125 60/0 .5 120
2.0 Limitations
Thi s document is representative of the site cond itions disclosed at the specific time of the si te
investigation. Site conditions are subject to change from external events both manmade (inigation or
water feature construction) and naturally occurring (flooding or excessive precipitation). Cronk
Construction Incorporated is not responsible a nd accepts no liability for any future variation in si te
conditions.
Cronk Construction Incorporated represents this report has been prepared within the limits prescribed by
the owner and in acco rdance with the current accepted practice of the civil engineering profession in the
area. No warranty or representa tion e ither expressed or impl ied is included or in tended in this report or
in any of our contracts. d () /;? ~
SEAL I ,_, __ --1 ~
Thomas A. Cronk, P.E.
Page A-2 of A-2
APPENDIXB
WATER USE RECORDS FOR 38150 RIVER FRONTAGE ROAD,
NEW CASTLE, CO (10/16/07 -12/16/07)
Dale Day of
Weel~
10116/07 Tu
10117107; _'!:'~
10/18/07, Th
1_?!~9/07 i
10/20107·
10121107
1
10/22107'
10123107
10124107
10125107
10/26107
10127/07'
10/28107
Mo
fo
w,
Th
Fe
s,
So
10129107, ___ Mo
10/30107' ___ T_l) _
10131/07
11101107
11102/07
11103/07
w,
Th
Fe
s,
11104101 _ s~
11105107 l_v\o
11106107 Tu
11/07107: __ Wf!
11/08/07
11109107
11110/07 i
11111107
11112/07
11113/07
11114107
11/15107
11116107
11117/07
11118107
11/19107
11120107
11121/07
11122/07
11/23/07
11/24/07
11125107
-T~-
-Fe
?_a_ __ _
So
Mo
fo
w,
Th __
Fe
s'
_.'?~
Mo
fo
w,
Th
Fe
s,
So
11126/07 Mo
11127/07 Tu
11/28/07 We
11/29/07 Th
11130107 Fr
12101/07 ___ Sa
12102/07 Su
12~~~/-~7_:___ Mo
12/04/07 Tu
12/05/07, We
12106/07 Tl1
12/07107; ____ Fr
12108/07 Sa
12/09/07 Su
12/10/07 Mo
12111107 Tu
12/12107
12/13107
12/14/07:
12/15107
12116107
vy_e_
Th
Fe
s,
So
Fmnt Bu~ldiQQ
Waler Use Records by Building
38150 River Fron1age Road
New Castle, CO 81647
_M-19_<!!.§. Bui_ldlQ9.., RearJl.~jl_<;J_ing
Meler Reading
(gallons)
Water
"" {gallons)
Average
Use by
Week
(9-?!!0_f]~)_ j
Meler Reading
(gallons)
Water Average
Use Use by Meler Reading
(gallons)
Water Average
U Use by
, (gallons} Week
, _({@!Lgns)
se Week
{gallon~Jgallons)
-~_!3:t§!rlnstaUE_1~--o, M<:\~_lnslal_IE_ldl ______ Oj -~eler_l_i!slalle_i:!.:___ Q_'.__
___ J!,_99_9,600_[ __ O: 9,999,600! ____ Q_J 9,999,6001 Oj __
9,999,900! --~Q_j --=_] ____ 9,~§g.100! -J_QQi____ --~i ---!),999,~0_Q-~-~ 01--
:-~~j!~~i --~ool ---__ 3Qo __ I:_ --J~~;~:::L'ool --2001_---'~:,:~:::1-----1---
No! Re~~L____ _ L_____ __ ----~~:adl----__ i _____ _--~Rea~ __ _
eo9~---400: ' _9_,999,90!!1 _ _J_QQ_~_ ~.Jl99,6_o_oj o_,
1,~~~; ---~~~; -:~~~---~~~;------i-----:::::'.:~~~
1,600.__ 400) __ L!@:r---60_p_:=-9,999,7QQ~_
1,800 200, -_1dQQ__:__ _1.QQj___ -9,999,?_QQ_~
1Q_Q_;__
0 L __ _
o'
Nol Read, ______ ]_?-9~ N?_l_~e-~~) ~~Q_'~---No!_f3.~~L
Not Read ! N_CJ_!_Read_j_ -~--Nol Read: -----+-
2,10o_j 3001 1,300! 1_0_0~' __ 9999700 1 OJ_
_2.400: --_-_-__ i~~~--1-.~-0--;;-r--100_: --~9_99:10~!--
-2,_500'j
;2,700
3,000:
Nol Read
Nol Read,
3,300
3,500;
3,800!
------·~)!!JO I
-~,400:
Not Readi
Nol Read,
4,70Q
5, 1001
?~_400:
5,700
_6,QOO ..
Not Read
Nol Read
----_(l,_300,
6,600_
6,900_
6,900:
~,!1_99 __
100
200
_300:
-1---
1.500·1 -----_1_00j
_1,600j _1_00;
1,900 _____ ~ooi
Not Read,
Nol Rea_dL
2,3oo_i _____ ~ooj
1_40,
-~'~!;J:~,1001
_9_.~_~_§l,800:
-~'9_§19,800 [_
Not Read
Not Read,_
-_fl_,Q_§l_9,800i
---10_0:
o,
300i
200' 2 690 j-300 i _______ 9,99§1,BOOj ______ O !
\-----_3,0Q9i ____ 490i _) ___ 9,999,§00j __ 9_;,
3,200[_ __ ____g_()Oj ______ 1__ --~·999,BQO! ____ O;
-~_QJ___ -------~'400; ___ ____gQ_oj 9,999.B_(l_Oi ____ oi
__ :'_O_Q_,_
j ____ 2_Cl0) NotRea_cJ_j __ i --~ool-__ NotRead 1
----Not Re~dj ----,--i _____ ~-01 Re~_clt-_
____
1
_____ S:_;_Q~f-__ 3goj_____ -~§1.~oo 1
3_,900[ __ _____l__O_Oj 9,~_99.~Q_O_j
__ __i,§_QO i __ §_QQ_i __ -~----9,999_.~Q_OJ__
5,300', 800~, _l_ ___ 9,999,900 --------1 ---
?_Cl.91
400 ----1
300. __
300·,_
300 -----___ 1 __ _§_J_QQ~ SQQ__ 9,999,900i
320] __ f'JolR~'.'.'_clt ----+--540 N~tR~adT __ _
+ ------j Not Read I ------! Not R~;.;---
309__ _ ------~~=~~:9o0 \ -~Q_j ____ Q'. __
300
300:
0
__ _7._aooj _@(): 01
8,700:
~.7001
§,?_{)~ 0
_o_:
Q:
0
o:
0
10_(l~-
o
Oj
109_:_ __ _
01
oi
0
o,
0
20
20
0
20
Nol Read
Not Read
1!JO Nol Read
Nol Readi
I
' 520· ! ______ - -I __ 1'!o~_Read,
Not Read
__ ;2_Q_
7,300 400
7 ,600 ~ 300
7,900, 300
8,200; 300j
8,500. 300·
Nol Read
Nol Read;
8,800; ~J_
_9,500, ---~g~
________ _10,3001---~9:
_____ 11,2001 __ ___2Q_oj
1_2_,000; ____ fil!Qi_
____ 1_2_,_§100',
__ --~~~-~li'.a_d I
Not Readj
_9_Q_O_,
__ --_ --~oor _
840>------
___ , ___ _
100
1QQ_j
_ _j_Q_Q_~
--~_Q_:_
--~~
Nol Read!
Nol Readi
200i ------,---
100·
Oc
--_ _Qj__
1QQL_
<L __ _
of=~
40
9_,100 I ______ _}_QQ_~ 100,_ __ _ ?{)Qi_ __
-j --=----;~3_:?00]
i ______ 1_4,(5_90 \ 800 -----OOoT , __ _
9,300: ____ -1QQ~
9,600,
_9,900:
Nol Read:
Not Read
300i
300 --1
10,300 ~ 400;
10,400. 100
-~!_l_.§Q9j
1_0,800,
11,000'
Nol Read
11,000
200
--;;r-
0
i
280j_
__ ?20]
15,400i ---------I
---~Q_O! _____ 1].10Q_'.
Nol Read)
Not Rea~[
1?_,§IQQ __ _
!8_,7_Q_Q!
-~,_§_QQ~
-___ _l_0,400i
23,00D__:_ _
Nol Read
23 000'
--~,
800 1 ;~~-----
:~~t__
9QQ.'._ __
_J!QQ_j
_ 2,600:
84_0 __
1,180j
?QQ~----
3ool
0)
o:
No1 R:~~[ ____ JQ_9i,
Not Read
400]
400'.
500
soo! ----t
aooj
Nol Read'
600· °'
40
40
NEW CASTLE WATER METER READINGS FROM OCT 17 THRU DEC 16
Date Front Bldg. Middle Bldg. Rear Bldg.
10/17/07 9,999,600 9,999,600 9,999,600
10/18/07 9,999,900 9,999,700 9,999,600
10/19/07 200 9,999,800 9,999,600
10/22/07 600 9,999,900 9,999,600
10/23/07 900 100 9,999,600
10/24/07 1.200 500 9,999,600
10/25/07 1,600 1, 100 9,999,700
10/26/07 1,800 1,200 9,999,700
10/29/07 2,100 1,300 9,999,700
10/30/07 2.400 1.400 9,999,700
10/31/07 2,500 1,500 9,999,700
11/1/07 2,700 1,600 9,999,800
11/2/07 3,000 1,900 9,999,800
11/5/07 3,300 2,300 9,999,800
11/6/07 3,500 2,600 9,999,800
11/7/07 3,800 3,000 9,999,800
11/8/07 4,200 3,200 9,999,800
11/9/07 4.400 3.400 9,999,800
11/12/07 4,700 3,700 9,999,800
11/13/07 5,100 3,900 9,999,800
11/14/07 5.400 4,500 9,999,900
11/15/07 5,700 5,300 9,999,900
11/16/07 6,000 6,100 9,999,900
11/19/07 6,300 7,000 0
11/20/07 6,600 7,800 0
11/21/07 6,900 8,700 0
11 /22/07 6,900 8,700 0
11/23/07 6,900 8,700 0
11/26/07 7,300 9,500 100
11/27/07 7,600 10,300 100
11 /28/07 7,900 11,200 100
11 /29/07 8,200 12,000 200
11 /30/07 8,500 12,900 200
12/3/07 8,800 13,700 200
12/4/07 9,100 14,500 300
12/5/07 9,300 15.400 300
12/6/07 9,600 16,200 300
12/7/07 9,900 17,100 400
12/10/07 10,300 17,900 400
12/11/07 10.400 18,700 400
12/12/07 10,600 19,600 500
12/13/07 10,800 20.400 500
12/14/07 11,000 23,000 600
12/16/07 11,000 23,000 600
Parcel Detail Page 1 of 4
Garfield County Assessor/Treasurer
Parcel Detail Information
Assessor/Treasurer Property Search I Assessor Subset Query I Asse_ssor_Sales Search
Ckrk&:Recorder Reception Search
Basic Buildi_ng Characteristics I Tax Information
Parcel Detail I Value Ilt;tail I Sales Detail I Residential/Commerci.al ImprovementDetail
Land Detail I Photographs
I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I
I 023 II Rl50230 II 218105400249 II 45.551 I
Owner Name and Mailing Address
!WATERMARK LLC
125 FOXBORO ROAD
lsT LOUIS, MO 63124
Assessor's Parcel Description
(Not to be used as a legal description)
ISECT,TWN,RNG:5-6-91 DESC: A TR IN
IE114 OF SEC 5. AKA TRACT 2 RIPPY
!EXEMPTION PRE:Rl50190 BK:0942
IPG:0838 BK:0942 PG:0739 BK:0942
IPG:0738 BK:0925 PG:0247 BK:0839
IPG:Ol 71 BK:0430 PG:0073 BK:0360
IPG:0501 BK:0207 PG:0438 BK:l 735
IPG:229 RECPT:684215 BK:l 735 PG:227
IRECPT:684214 BK:l 735 PG:226
IRECPT:684213 BK:l 735 PG:225
IRECPT:684212 BK:l598 PG:320
IRECPT:654545 BK:1461 PG:429
IRECPT:625720 BK:0945 PG:0424
IBK:0942 PG:0762
http://www. garcoact. com/ assessor/parcel. asp ?Parce!N umber=218 l 0 540024 9
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4/14/2008
Parcel Detail Page 2 of4
Location
I Physical Address: 1138150 RIVER FRONTAGE RD NEW CASTLE!
I Subdivision: I
I Land Acres: I 4.22
I Land Sq Ft: I 0
I Section II Township II Range I
5 I 6 II 91 I
2007 Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: II 1,654,41 oll 479,7801
I Improvements: II 965,080!j 279,8701
I Total: II 2,619,49011 759,6501
Sale Date: 1110/12/2005
Sale Price: 112,700,000
Basic Building Characteristics
Number of Residential 0 Buildings:
I Number of Comm/Ind I 3 Buildings:
I Commercial/Industrial Building Occurrence 1 Characteristics I
I TOTAL HEATED AREA: llo
ABSTRACT CODE: llWAREHOUSE/STORAGE-IMPS. I
ARCHITECTURAL STYLE: llw AREHOUSE I
EXTERIOR WALL: !!PREF AB MTL I
ROOF COVER: llPRO PANEL I
I ROOF STRUCTURE: llGABLE I
I INTERIOR WALL: llUNFINISHED I
I FLOOR: llcoN ON ORD I
I HEATING FUEL: llGAS I
I HEATING TYPE: !!UNIT HEATR I
I STORIES: llsTORIES 1.0 I
II
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=218105400249 4/14/2008
Parcel Detail
I BATHS: 14
I UNITS: 14
I YEAR BUILT: 112004 I
Tax Information
Tax Year Transaction Type II Amount I
2007 Tax Payment: Second Half II ($17,301.40)1
2007 Tax Payment: First Half I ($17,301.40)1
2007 Tax Amount $34,602.801
I 2006 Tax Payment: Whole ($32,383.20)1
2006 Tax Amount $32,383.201
2005 Tax Payment: Second Half ($2,005.31 )I
2005 II Tax Payment: First Half I ($2,005.31)1
2005 Tax Amount $4,010.621
2004 Tax Payment: Whole ($3,233.84)1
2004 Tax Amount I $3,233.841
2003 Tax Payment: Whole ($3,596. 72)1
2003 I Tax Amount $3,596.721
2002 Tax Payment: Whole ($3,152.36)1
2002 Tax Amount $3,152.361
2001 I Tax Payment: Whole ($3,135.48)1
2001 II Tax Amount $3,135.481
I 2000 II Tax Payment: Whole ($2,818.86)1
I 2000 II Tax Amount $2,818.861
I 1999 II Tax Payment: Whole ($2,805.40)1
I 1999 II Tax Amount $2,805.401
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AsseJ>_sor Datab.ase Se1lfchQptions I In:asUJ"er Database Search Options
Clerk & Recorder DatabaseSearch Options
Garfield County Home Page
Page 3 of4
The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain
accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices
are unable to warrant any of the information herein contained.
http://www.garcoact.com/assessor/parcel.asp?Parce!Number=2 l 8 l 05400249 4/14/2008