HomeMy WebLinkAbout1.0 ApplicationADMINISTRATIVE REVIEW
MELLIN PROPERTY-
FABRICATION BUILDING &
SMALL CONTRACTOR YARD
TBD COUNTY ROAD 110
GLENWOOD SPRINGS, COLORADO
May 7, 2017
APP LI CATION
FOR
ADMINISTRAT IVE REVlEW
MELLIN PROPERTY-FABRICATION
BUILDING & SMALL CONTRACTOR
YARD
APP LI CANT :
URIEL MELLIN
144 CLIFFROSE WAY
GLENWOOD SPRINGS. COLORAD O 81601
(970) 404-0302
SUBMITTED BY:
JOHN L. TAUFER & ASSO C I ATES, CNC.
LANDSCAPE ARCH IT ECTS/LAND PLANNERS
P.O. BOX 227l
G LENWOOD SPRI NGS, CO LORADO 81602
(970) 945-1337
IDGB COUNTRY ENGINEERING , INC.
C IVIL ENGINEERS AND SURVEYORS
1517 BLAKE AVENUE
GL EN WOOD SPRINGS. COLORADO 81601
(970) 945-8676
H-P K UMAR
5020 COUNTY ROAD 154
GLENWOOD SPRINGS. COLORADO 81601
(970) 94 5-7988
HANKARD ENVIRONMENTAL
ACOUST IC AN D VIBRAT ION CONSULTANTS
(303) 666-0617
MAY S,201 7
TAB LE O F C O NTENTS
APPLICATION ..................................................................... 12 PAGES
PRE-APPLICATION CONFERENCE SUMMARY ............................ 5 PAGE S
PROPERTY OWNERSHIP ......................................................... 2 PAGES
TITLE COMMITMENT .................................................... 7 PAGES
VJCIN1TY MAP ....................................................................... 1 PAGE
PROJECT SUMfVlA RY .............................................................. 6 PAGES
ADJ ACENT PROPERTY OWNERS ............................................... 2 PAGES
WATER SUPP LY
QUIT CLAIM DEED ........................................................ 1 PAGE
WILL SE RVE LETTER .................................................... I PAGE
CATTLE CREEK WATERASSOC.-BY LAWS .................. 14 PAGES
CA TILE CREEK WATER ASSOC. ARTICLES OF ................ 9 PAGE S
INCORPORATION
UTILITY REPORT ................................................................... 1 PAGE
VACATION OF EASEMENT ............................................. 2 PAGES
DRAINAGE REPORT ............................................................. 30 PAGES
SO lLS/GEOTECHNICAL .......................................................... 19 PAGES
TRA.FFIC REPORT ................................................................... 6 PAGES
NOISE REPORT. .................................................................... 10 PAGES
IMPACT ANAL YS IS ................................................................. 2 PAGES
STANDARDS -SECTIONS 7. DIVISION 1,2.& 3 .............................. 8 PAGES
and SECTION 7-1001
APPENDIX .............................................................................. I PAG E
FABRICATION BUILDING-FLOOR PLAN ........................... I PAGE
FABRICATION BUILDING 0 ELEVATIONS .................... , ..... .2 PAGES
LETTER OF AUTHORIZATION ........................................... ! PAGE
GARFIELD COUNTY PAYMENT AGREEMENTFORM ............. 1 PAGE
2
APPLICATION
Community Development Department
108 8111 Street, Suite 401
Gl enwood Sp rings, co 81601
{970) 945-8212
www.garfield-county.com
TYPE OF A PP LI CATION
ii Ad m inistrative Review
0 Limited Impact Review -------1-
0 M aj or I m pact Revi':w ___ _
0 Ame ndme nts to an App roved LUC P
O UR O M IR O SUP
LAND USE CHANGE PERMIT
APBLICATION FORM
0 Development in 100-Vear Floodplain _._ __
0 Development in 100-Yea r Floodp lain Variance
0 Code Text Amendment
0 Rezo nin g
D Zone District O PUD D PUD Amendment --------1·
0 Minor Temporary Housing Facility 0 Administrative Inter pret ation
0 Vacation of a County Road/Public ROW 0 Appeal of Administrative Inte rpretation
0 location and Extent Review 0 Areas and Activi t ies of State Interest ---0 Comprehensive Plan Amendment 0 Accommodation Pursuant to Fair Housing Act
0 Pipeline Development 0 Variance
0 Time Ext~nsion (also check type of original applicatioaj
IN VOLV ED PARTIES
Owner/ Applicant
Name: Uriel Mellin
Mailing Addre ss: 144 Cliffrose Way
Ci ty: Glenwood Springs
E-m ail: uriel.mellin @ hotmail.com
Repr ese ntative (Authoriza tion Required)
Name: John L. Taufer
M ailing Add ress: P .O . Box 2271
c ity : Glenwood Spri ngs
E-m ail:j lt@sopris.net
PROJECT NAME AND LOCATION
Phone : ( 970 ) 404-0302
Sta t e: CO Zip Code: _8_1_6_0_1 ____ _
Phone : ( 970 ) 945-1337
State: CO Zip Cod e: _8_1_6 _02 ____ _
~---~~~~~~---~--~-~---~~!
Project Name:
Mellin Property -Fabrication Building & Contractor Storage Yard
Asses sor's Parce l Number : 23 93 __ -083 __ -00 _-013 __
Phy sica l/St reet Address: TBD County Road 110
Legal Descript ion : Parcel A , Shelton Lot Boundary Adjustment
Zo ne Di st r ict: _R_u_r_a_l ___________ Prop erty Siz e (acre s): 10 .988 Acres
PROJECT DESCRIPTION I Exi sting Use: Vacant land -~------------------------------J
Proposed Use (From Use Table 3-403): Fabrication (Cabinet Making, Wood Working) & Service (Small Contractor Yard )
De scripti on of Project: Construct a 10,080 S.F. building to be used for cab inet making, wood working and storage. Building materials
to be wood frame with metal siding and metal roof. Activities associated with cabinet making and wood working will be conducted inside
the building. There wm be one (1) bathroom inside the building . A small contractor yard ( 15,760 s.f. ) will also be constructed on 1he
south side of the building . The small contractor yard area will be used fo r storage, material handling, vehicular circulation and will also
include parking for 11 vehicles ( 1 space per 1 ,000 s.f. of building).
REQUEST FOR WAIVERS
Submiss ion Requirements
0 The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List:
Section: Section:----------------
Section: _______________ Section:----------------
Waiver of Standards
0 The Applicant is requesting a Waiver of Standards per Section 4-118. List:
Section: Section:----------------
Section: Section :----------------
I have read the statements above an d have provided the required attached information which is
correct and accurate to the best of my knowledge.
I
l/Y .U £di!t VJ
Signatu r e of f;{operty Owner Date
I OFFICIAL USE ONl y
Fite Number: ____ -----Fee Paid:$ ___________ _
PRE-APPLICATION SUMMARY
=E Garfield County
Community Development Department
108 gth Street, Suite 401
Glenwood Springs, CO 81601
{970) 945-8212
www.garfield-county.com
TAX PARCEL NUMBER: 239308300013
PROJECT: Small Contractor's Yard
OWNER/APPLICANT: MELLIN, URIEL
REPRESENTATIVE: N/A
DATE: December 9, 2016
Updated: January 17, 2017
PRACTICAL LOCATION: Approx. 0.78 miles east of State Highway 82 on County Road 110. Section:
8 Township: 7 Range: 88 A TR IN LOTS 14 SEC. 7. LOT 10, NESW SEC. 8. AKA PARCEL A.
ZONING: Rural
TYPE OF APPLICATION: Administrative Review for a "Contractor1 s Yard, Small" and ''Fabrication:
Cabinet Making, Wood and Metal Working, Glazing, Machining, Welding"
I. GENERAL PROJECT DESCRIPTION
Update 1/17 /17: A follow-up meeting with the property owner's representatives has indicated that
"Fabrication: Cabinet Making, Wood and Metal Working, Glazing, Machining, Welding" is a use that
may be pursued as a part of the Contractors Yard. Such a use in the Rural zone district requires an
Administrative Review and is subject to the same submittal requirements and standards as the
Contractors Yard (including Section 7-1001). It is recommended that this use be applied for in
conjunction with the Contractors Yard so that uses may be processed concurrently.
The Applicant is proposing to permit a small contractor's yard located off of County Road 110.
The 10.997 acre property is currently not developed and is unaddressed . This property is zoned
Rural and is designated Residential Medium Density (6-10 acres per dwelling unit) on the
Comprehensive Plan 2030 Future Land Use Map. Garfield County GIS shows the property in a
Major Soils Related Hazard area, Moderate Slopes related hazard area and having septic
system constraints due to Evaporite Mineral soils. As a result, the applicant will need to
address how the facility will be compatible with the slope and soil characteristics of the site.
The Community Wildfire Protection Plan (CWPP} shows the property as having generally very
high areas of wildland fire susceptibility.
The Applicant anticipates the contractor's yard to be less than 5 acres in size. The Applicant
will need to delineate the area(s) of the property to be used for the contractor's yard as part
of the site plan. The yard will include an approximately 20,000 square foot building and
activities such as storing and moving of construction materials. An office is not contemplated
as a part of the facility, however a bathroom facility is proposed. As a result, the facility will
need to demonstrate legal and adequate water and wastewater. This demonstration needs to
either include a can and will serve letter from the water supply district or a demonstration of
water rights from the Division of Water Resources. The application will need to identify the
location and intent to install an OWTS {Onsite Wastewater Treatment System) to
accommodate wastewater from the site.
As the proposal is to grade upwards of 3-4 acres, hydraulic and hydrologic calculations will be
necessary as a part of the grading and drainage plan. In addition, in order to demonstration
that noise from the site will not exceed state standards, as required, a noise study will be
necessary as a part of the submittal.
In addition, the applicant should respond to all applicable standards as outlined in Section 7, Divisions
1-3 and Section 7 -1001 {Industrial Use), including a demonstration of compliance with the industrial
setbacks of 100 feet from adjacent residential properties as well as concealing/screening. The
applicant will also need to demonstrate that the access road to the proposed uses meets the
standards as outlined in Section 7-107, and specifically Table 7-107 based on demonstrated Average
Daily Trips (ADT).
II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS
Garfield County Land Use and Development Code, specifically sections:
• Administrative Review, Section 4-103
• Common Review Procedures, Table 4-102
• Submittal Requirements, Table 4-201
• Article 7, Standards: Division 1, 2, and 3
• Section 7-1001, Industrial Uses Standards
Ill. SUBMITIAL REQUIREMENTS
• 4-203.B. General Application Materials
• Application Form and Fee
• Agreement to pay form
• Deed
• Statement of Authority and/or letter of authorization (if applicable).
• List of mineral owners of record, including names and mailing addresses
• Names and mailing addresses of all property owners within 200 feet of the subject
parcel and a map showing the subject parcel and the adjacent property owners.
• Project narrative
• Copy of pre-application conference summary
• 4-203.C. Vicinity Map
• 4-203.D. Site Plan
• 4-203.E. Grading and Drainage Plan
Note: Hydraulic and Hydrologic drainage calculations are required is 10,000
sq. ft. or more of impervious surface (including compacted soil) is created .
• 4 -203.G . Impact Analysis
• 4-203 .J . Development Agreement
Note: A Development Agreement is necessary if Vested Rights are requested
in excess of 3 years to build out the project (phasing).
• 4-203.K. Improvements Agreement
Note: An Improvements Agreement is necessary if any improvements to
public infrastructure is necessary.
• 4-203.L. Traffic Study
Note· As represented, this application appears to only require a Basic Traffic
Analysis.
• 4-203. M. Water Supply/Distribution Plan
Note: The facility is not proposed to be staffed. If the facility is not staffed,
then the Applicant will not need to dernonstrate legal and adequate water.
• 4-203.N . WastewaterTreatment Plan
Note: The facility is not proposed to be staffed. If the facility is not staffed,
then the Applicant will not need to demonstrate adequate wastewater.
• Respond to all standards in Section 7, Divisions 1, 2 and 3 and Section 7-1001 and
submit any additional material (reports, plans, studies, etc) that provides evidence
of compliance. Any additional materials to demonstrate compliance with Sections 7,
Divisions 1, 2, and 3 and Section 7-1001.
Note: A noise study will be necessary to demonstrate compliance with State
statutes.
• 7-107. Access and Roadways.
Note: Demonstrate compliance with Table 7-107 based on ADT.
IV. REVIEW PROCESS
The process to accommodate these requests shall require an Administrative Review process. (4-103)
process pursuant to the land Use and Development Code, as amended.
A. Pre-application Conference.
B. Application Submittal.
C. Determination of Completeness. {10 business days for staff review, 60 days for
applicant to correct any deficiencies in the submittal)
D. Schedule Directors Decision, provide documentation regarding notice requirements
in order to satisfy LUDC requirements.
E. Additional Copies requested and sent to referral agencies.
F. Notice to Adjacent Property Owners and Mineral Owners of Interest at least 15 days
prior to date of Director's Decision .
J
G. Evaluation by Director/Staff resulting in a Staff Report and Determination, resulting in
a final approval, approval with conditions or denial.
H. 10-day Call-Up period for applicant, BOCC or adjacent property owner to appeal the
Director's decision.
I. Recording of decision In a Director's Determination Letter.
J. If approved, issuance of a Land Use Change Permit based on demonstration of
compliance with any conditions of approval.
V. PUBLIC HEARINGS ANO NOTICE
Public Hearing notices shall be posted, mailed and published pursuant to Section 4-101.E.
X None
__ Planning Commission
___ Board of County Commissioners
No public hearing is required, however, Mailed Public Notice is required to be sent at least 15 days
prior to decision to surrounding property owners within 200 feet of the subject property and all
mineral owners of interest. Notice shall be consistent with sections 4 -101 and 4-103 of the Land Use
and Development Code.
VI. REFFERALS
Referral may include t he following agencies:
• Garfield County Road and Bridge Department
• Garfield County Vegetation Manager
• Garfield County Consulting Engineer
• Fire Protection Districts
• Colorado Parks and Wildlife
• Colorado Department of Public Health and Environment, Air Quality Division
• Any other agency deemed appropriate upon review of the submittal
VII. APPLICATION REVIEW FEES
This application will be subject to the following fees and deposit requirements:
Planning Review Fees :
Referral Agency Fees:
Total Deposit:
$ 250
Plus any additional Staff time charged at staff hourly rate of $40.50
$Engineering review fee based on hourly rate
$250
General Application Processing
Planner reviews case for comp leteness and sends to referral agencies for comments . Case planner contacts
applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review. Case
planner makes a recommendation of approval 1 approval with conditions, or denial to the appropriate hearing
body.
4
Disclaimer
The foregoing summary is advisory in nature only and is not binding on the County . The summary is based on
current zoning, which is subject to change in the future, and upon factual representations that may or may
not be accurate. This summary does not create a legal or vested right.
Pre-application Summary Prepared by:
David Pesnichak, AICP
Senior Planner
December 9, 2016 {Updated 1/17 /17)
Date
5
OWNERSHIP
885187 11/15/2016 08:53:12 AM Page 1 of 2
J ean .AJbenco. Garfield CountY Colorado
Rec fee. S16.00 Doc Fee $28.SO eR ecorded
nos DEED, m~dr tllll 1-'th d:iy oi No' ember, 1016.. :>ttw;<t
CHRISTINE R. SHELTOX
,...nos~ :.dam;s ls 983 Azuriu Orin. frui12. CO 8121 GRAN':OR(S). """
URIEL MELLIN
whose address Is 144 Cl1ffrose Wny, Glenwood Springs, CO 81601. GRANI"EE(S):
\VITht:SS, lllllt Ille grlllltof{s), for ®! In coi:;S:d..~1ioo or llu. S\IDJ of TWO .EI'ONDRED EIGHTY FlVI'.
THOUSAND Al\1> 00/100 DOLJ...."8.S ~.000.00). Ille rtee1p1 11110 rufficle!l~)' of which is he.~ ~Jtnow~d.
!us gr:uud. ~. solo :md conve)~ :nd b;: tl;~ prt:s.!1\1$ dOd gr.mi. bvpin. sell, co:i•-rf aod c(ll'.11\zm unto lil.:.
gnnres, gr.m1~·s Mlrs Md <!SSIJPJS !O~c;. ill~ rc:tl. prop<r1y, los.clhcr "ilh imptovan~ts, if an;· llmte. ~
ed bcb~ m th~ Co1111~· of ~.tld Uld Strtc of Cblorado, d=nb~J ~ follows:
FOR LEGAL DEScmPTION
st'.E &XB!BlT".-\" ~ lTACHEDRE.RETO .1.Nl> JIORM.'f'G . .i. J>A.RTREREOF
~ J:now.i ~ me.: .am! munlxns: TBD Cou niy Road 11 O, Gltnwood Sprin&J• CO 8160 I
TOGETiiER "ill! lllI eJld singul--r ll!c !Jmdii;m;cnts lll1d ~ppuncnmccs li1t:r1:un10 Oclonging. or in !D~~
~p\lrtllnin~ ~o \he re~emon and n::Yc.1$10ns, rcmWldi:r and rcmslndCTS, rmt>, issues mm profits thc:n:o(, 1111d all 11K:
~ right. title, illlcres~ claim and dcm1111d wbclSocvcr o.r the i.or.1ruor. either in lmw or ~ulzy. of. In "11d to the nbove
bargalnt<i µftmiSes, with the hcrcdiJM:JcntS 1111d appuncnan c::s.
l'O HA YE ,\,,1) TO BOLD the. wd premises cilon bugz111cJ o!lld d=nbcd. wilh lile ~purtcoance-s, utllo the.
iJBil1tt-grani«'S heirs !llJi assf~S li>ruvc.r. Tii: g;::n:Or, for lb.e gJ':!lllOr. i:;anta(s heits_ arnl ptrronal rcprCScnbth-es,
... 'o~ ar.-:nmt. pt.. buyin and age« 111 ~ \\i!h the gru.1e:, ~re::s ho'.ti and a.<sis;ns. lilll: at t!ic dine of the
d\Sea!Ins md deli~e:y of these presents. vantor is wen ~d o!fft: pmni= ®<>vc con,·cscd. lti!S !ood. suie, pcrfca.
.tisoru~ wd lnllo!~blc CSUlc of lnllmwu:c, in l!!W. in f<¢ ~llllpl :. Slid hu iood rigb; full po\\c.t mid liw:Ul
tU1th1;1riiy w grnnc, bctgnin.. sell lllld coave, the nr.ie in m11Mcr Md fonn :?S !lforc5:lid. 1nd. dm the somt 01e !roe eml
clear fmm all former l!Dd other grams, bargains, s!IC!l, lien~ lll.'CC.t;, ~ems. c~cumbranc~ 211d r~tnctiO!lS of
wbl\levo:.r 1tind at 11:.wre so...,·u, "''C.:pl ;enc.ml ta.~s for i)1e Curtcnt and suhscqceot )l:rS. and c.'c:pl ~mems.
;qvc<Ullts. CQ11df111>ns. :=tti~Il'I. r=n-:nlon,, !!Id nghis o!w.w '1frcaird. if:m)'.
The ~or 1'1311 an4 \\1" WARR.\1\7 Al'ID fOREVER D£ft:ND tlle ~'1:·1l1Upmc:O pre~ lo Ille quiet l!Lrl
?~l· ~on of !he gP...ll[¢C$. grantee's heirs l!lid ~. ~St all ano C'i.!I) pman or p:rsons lawfLllly
d.nlmmg lhio whole or ~Y part lh:m>C.
11\t singular number shall indudc the plur.\I, file plural the r.ln¥11l11r, 11116 Lhe use ofim~· ~ender 3ball he •pplte>blc :n llll
ccnd=-
St!reof (.;oln r:ufo
COW!!} of
I
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'
U00627
8851871l /15/201608 53:12 AM Page 2 of 2
Jean Alberico , Garfield County, Colorado
Rec ~ee : $16 00 Doc Fee. $28 .50 eReco rd ed
EXHIB1T"A"
Mi.IC ha:! w Wld (Ol'T1liJJ.g a part of
WARRMTY DEED
berweui
CiRANTOR CBRISTlNlt R. SHET.,1'011:
ORAN!EE : URIE.I. MELLIN
LEG3.L DEScruPTIOl'I
,\parcel or lnod situnted In Loe l.t ()f Section 7. Lot 10 and the (llEl /~SWl /4 or Section S. Townsblp 'i
Sourb, Rnngc: SS West or flle S-uth Prlndpol Mcrfdi:in. Cou.nl;l• of Garfield, Stu le of Colorado; ~id
pnrcel oJ lnnd being more p3r1icularly clescribcd su follows:
Commeocin; nt the Wen quanc:r corner tJ f said Section S, :I BtJ\1 Brass cap In place:; cbcnce N
88"48'43'' R 11lo n~lhc E:t$t-Wcst centerline oJ $:ij(} S ectlon 811 dlst>lnce of 471.11 fut, ll1e point of
beginuiog; thence continuing along sald cc:nterline N ss~48'43" ~ '728.89 reet; thence lcnvlng s~id
tenrerli11e S '20°062611 W 857.39 fee.t: tbcmceS 8$0 481.13 11 W ?69 .67 feet; tbl\llco
N <10°35'09'' & I 00.04 fttt ro the Southwest cornu of thot propercy de.scrilwl ar Reception No.
3-18680 1;1rtbe G~eld Co 1~ary Cltrk and Recorders Office; lbeDce N 88°48'43" E alot1g tbe
Southerly boundnry or,nld Reception No. 348680 :i distance or 388.91 fee1 to the Soutl\east corner of
!Intl Reception No. 348680; thence N 04"27'02." W 699.99 feet to lbe point of begl:Ming.
County of Garfield, Stnte of Color.ido
County of Cll rfield. Scm o( Colondo.
nrso known by srreor and num ber as: TBD Couaty Ronct 110, Glenwood Spriu~'· CO 81601
COMMITMENT (or TITLE INSURANCE
·•~ucd by
~ ~\J~t~OM PANY
ai. ngc01 for
WESTCOR LAND TITLE INSURANCE COMPANY
Reference:
Commitment Ordered By:
Cheryl Chandler
Cheryl & Co Real Estate
120 West Fifth Street
Rifle, CO 81650
Pl1one: 970-625-4441 Fax : 970-625-4447
email. cheryl@cherylchandler.com
Commitment Number: 1200627-C
Inquiries should be directed to:
Kan Arneson
Title Company of the Rl)ckies
11 I E . 3rd Street
Floor I, Suite IOI
Rifle, CO &1650
Phoue:970-625-5426 Fa~: 844-269-2759
email. KArnl'.$011(tl)ti 1lc:cc11<1i.:kic;.c1.1m
Reference Property Address:
TBD County Road 110, Glenwood Springs, CO 81601
SCHEDULE A
I. Effective Date: Oc1ober 03, 2016, 7:00 am fssuc Dntc· October 17, 2016
2. Policy (or Policies) io be issued ;
ALT A Owner's Policy (6-17-06) Policy Amount:
Premium: $?50.00
Proposed lns11rcd , To Be Determined
J . The estate or interest in tbe Land described or reforred to in lbis Commitment 1s:
Fee Simple
and Title to ~aid estate or mter-st is at the Effective Date vested in .
Christine R. Shelton
4 . The Laud referred to in this Commitment is located iJ1 tbe County of Garfield, State of Colorsdo,
and is descl'ibed as follows·
FOR LEGAL DESCRIPTION SEE SCHEDULE A CONTINUED ON NEXT PAGE
L:tGAL DESCRIPTtoN
The Land referred lo herein is located in the Cow1ly of Garfield. Sbltc of Colorado. and described as
follows:
A parcel of land situnted in Lot !4 of Section 7, Lot 10 and the NE1/4SW114 ofSectiort 8, Township 7
South, Range 88 West of the Sixth Principal Meridian, County of Garfield. State of Colorado; said parcel
of land being more particuloirly descnbcd as follows:
Commencing at the West quarter comer ofsa1d Seccion 8, a BLM Brass cap in place; fience N 88°48'43"
E along the East-West centerline of said Secrion 8 ;i dic;tance nf 47 l.l 1 feet, the pomt ofbegmning;
thence continuing along said centerline N 88°48'43" E 728.89 feet; thence leaving said centerline S
20°0626" W 857.39 feet; thence S 88°48'43" W 769.67 feet: thence
N 00°35'09" E 100.04 feet to the Southwest comer of tbnt property described at Reception No. 348680 of
I.he Garfield County Clerk and Recorders Office; thence N 88°4B'.i3" E along the Southerly boundary Ct"-
seid Reception No. 348680 a distance of 3&8.91 feet to the Southeast corner of said Recej;ltion No.
348680; thence N 04°27'02" W 699 .99 feet to the point of bcgmning,
County of Garfield, State ofColOT11do
Commitment No 1:!00627-C
COl\\Ml'l'MENl' FOR TITLE INSURANCE
SCHEDULE .8 -SECTION T
REQlllR.EMtNTS
THE FOLLOWING ARE THE REQUIREMENTS TO BE COMPLTED WlTH·
Schedule B-T Rcquirernenls
Hem (a) Payment 10 or for the account of the grantors or mortgagors of the full consideration for the
est.ate or interest to be insured.
ltem (b) Proper instrument(s) crenting the e~tate or interest to be insured must be executed and duly filed
for record, to wit ·
The name(s) of the prQposed insured {buyer) for the owner's policy must be fltrnished and U1is
commitment is subject to such further requirements end/or exceptions as may then be deemed
necessary
The Company reserves the right to conduct llll additional search of the records in the office of1hc
Clerk nnd Recorder for Garfield County, Colorado, for jl1dgmcnt hens, tnx bcns or other simifor or
d1ssimilai involuntary matters affecting lhe grantee or grantees, and lo make such additional
rcqmremcnts as it deems necessary, after the identity of :he gr~mtee or grantees has been disclosed
to the cnmpnny
Note: Thi~ commitment is issued upon tlie express agreement and understanding that ll1e
applicable premiums, charges and fees shall be paid by tJie applicant if the applicant and/or its
des1gnce or nominee closes the transaction contemplated by or orherwise relics upon the
commitment, all in accordance with the rules and schedules of rates on file with the Colcmido
Department of lnsurance.
!. Deed from Christine R.. Shelton to To Be Determined .
NOTE: Duly execmcd real property transfer declaration, executed by either the Gramor or
Grantee, to accompany the Deed mentioned above, pursuant to Article !4 of House Bill No . 1288 -
CRA 39-14-102.
24-month Chain or Title; The only conveyanci!(s) affecting snid lnnd recotded within the 24
months preceding the date of this commitment is (ate) as follows:
Special Warranty Deed to Christine R. Shelton recCITdcd Jrmc 25, 2008 at .Reccotion No .
~.
NOTE: lf no conveyances were found in that 24 month period, the Jast recorded
conveyance is reported. Htbe mbject land is a lot ins subdivision pint less tlum 24 month~
old, only the conveyance~ subsl!fjuent to tJ1e plat are report~d.
Alta Co111/ll1lme111 -.JIJ()tf Scl1cd11fl' B-1 Rcq11il'emc1 ';is.
Commitment No. 1200627-C
COJl.IMITME'.'ff FOR TITLE INSURANCE
SCHJ.muu; B -SECTION fl
EXCEPTIONS
Schedule 8-11 Exceptions
Sched ule B of the policy or policies to be issued "ill contain exceptions to the following mat1ers unless-
the same are disposed of to the ~alisfaction vfthe Company
Any loss or cfamoge, inoluding attorney fees. by reason of the matters ~hO\vn below:
Any factc;, right, inrere.qts, or c laims which are not shown hy the Public Records but which could be
ascertained by an inspection of saiu Land or by making jnquiry of persons in possession thereof.
2. Easements or claims of easements. not shown by the Pub he Records.
'.!. Any encroachment, encumbrance, viol<ltio n, vnnalion. or adverse circumstance affecting the Title that
would be disclosed by an accurate and complete land survey of the Land.
4, "\ny lien, or right to u lien for scrvicCOI, labor or mritcrial heretofore or hereafter furnished, 1mposccl h~
l.llw and not shown l>y tile Public Records.
5. Defects, liens, encumbrunces, adverse claims or other matters, if any created, first appearing ln the
Public Rcci>rds or attaching subsequent to tl1e effective date hereof. but pnor to the date of the
proposed insured acquires of record for value the estate or interest or mortgage thereon covered b)'
this CommitmenL
ti. (a) Taxes or assessments that arc not shown as c1isling liens by the records of aiiy tllXing aull1ority that
levies taxes or assessments on renl property or by the Public Records; (b) proceedings by a public
agency that may result in taxes or assessments, or nonces of such proceedings, whether or nm shown
by the records of such agency or by the Public Records.
7, R1gbt of way for ditches or canals constructed by the authority of tlle Uni red States, as reserved in
United States Patent recorded Ntwember 28. l <n6 in Book I 72 at Page 583.
8 Any portion of the subject propeny lying within County Road No. l l 0 as in place and in use and a;
described m deed recorded October 23, 1928 in Book 160 a1Page36.
9 Eai;ement and right of way for the Catt le Creek Springs pipeline referred to in instrument recorded
December 9. 1971 in Book 425 at Page 255, insofar a~ ii mny affect subject property.
IO. Easement and right of way granted to Holy Cross Ei~tric in ioslmtnetll recorded October 29, 198 J ln
Book 584 at Page 653. ,71 ),..t7 z, I::) 1
11. Terms and conditions of Gar field County Resolution No. 82-24 regarding an exemption from the
subdivision regulations recorded Jnnaury 27, 1982 in Book 591 at Page 643.
12. Eusement and right of way granted to Holy Cross Electric Association m mstn.1ment .recorded July 30,
1982. in Book 605 a~ Page 599. .,,._, 1 ? 1 "l
13. Covenanls, conditions, restrictions. notes, e.isements. reservations and rights of ways as showu 011 thi:
Shelton Lot Bouncl.:iry Arljustment recorded September 18. 2000 at Reception No. 56949•1.
;J/w Commilmcwr • 1006 $f'fw1f11/I! 8 ·If &cepl1<111.r
Commitment No. 1200627-C Disclosure Statements
DISCLOSURE STATEMENTS
Note l: Colorado Division of lnsunmce Regulations J-5-1, Pil.Tagraph C of Article VII, reg_ uires that
"Every Title entity shall be responsible for oll matter<> which appear of record prior to the nme of
recording whenever the Title entity conducts the closing and 1s responsible for recording er filing of legal
documents result:mg from the trans<Jction which was closed." (Gap Protection)
.Note 2: bxception No. 4 of Sc hedule B, Sectton 2 of this Commitment muy be dcJetcu from the Owner's
Policy to be issued hereunder upon compliance with the followi11g conditions:
A. Tht: Land described in Schedule A of this commitment must be a single-family n:shlcuce, wluch
includes a condominium or townhouse unit.
B. No labor or materials may have been furnished by mechanics or matcria lmen for purpose of
consrruction on the Land described in Schedule A of rhis Commitment within the past 13 months.
C. The Company must receive an approprtate affidavit indetmiifying the Company against untiled
mechanic's and materialmen's liens,
D. Any deviation from conditions A though C above is subject to such additional requirements or
Information as the Company may deem necessary. or, ut irs option, the Company may refuse to delete
the exception.
E. Payment of the premium for said cove.rage.
Note 3: -he following disclosures arc hereby made pursu:mt to§ 10-11-122. CR S.:
(i) Tile subject real property may be located in a special tnxing district;
(ii) A certificate of tax:cs due listwg each taxing jurisdiction shaJl be obtained from lhe County Trea~mrer
or the County Treasurer's authorized agent: and
(iii) Tufonnation regarding special districts and the boundaries of such districts may be obta111erl from U1e
County Commissioners, the County Clerk and Recorder, or the County Assessor
Note 4: lf the sales price of tlie subject property exceeds $100,000.00. the seller shall be required to
comply with tlie disclosure or withholding provisions of C.R.S. §39-22-604.5 (Non-residcni
withholding).
Note 5: Pursunnt to C.R.S. § 10-11-123 Nouce is hereby given:
(a) ff there is recorded evidence that a mineral C!.1ate has been severed leased or otherwise conveyc-d
from the surface estate then there is a substantial likelihood Uiat a tb.ir<.I party bolds some or all intcrc&L
in oil. gas, other minerals, or geotllermal energy m the property, and
(b) That such mineral estate may include the right to enter and use the properly without the rurface
owner's p«mnission.
Note 6: Effective September I, 1997, C.RS. §30-10-406 requires that all documents received fot
recordmg or filing in the clerk aod recorder's office shall conlam 11 top margin of at least one lnch and a
left, ngh~ aod bottom marg1n of at least one-half inoh rhe clerk and recorder may refuse 10 record or file
any document that does not conform.
Note 7: Ow Prwacy Policy;
We wiU not reveal nonpublic personal customer information to any external non-affiliated organization
unless we have been authorized by the customer. or are required by law.
Note 8: Records'.
Regulat1on J-5-1 Section 7 (N) provides th..ic each title entity shall maintain adequate document1mon i111d
records sufficient to show compliance with this regulation and Title I 0 of the Colorado Revised Statutes
for a period of net less than seven (7) years. except as otherwise pennttted by lnw.
Note 9: Pursu~mt Rl'gu:arion 3-5-1 Section 9 (F} nonce 15 hereby given th11t
"A title entity shall not earn interest on fiducnary fonds unless disclosure is made to all necessary
parties to a transaction that interest is or bas been earned. Said disclosure must offer the opportunity to
receive payment of any interest earned on such funds beyond any administrative fees as may be on file
with the division. Satd disclosure must be clear and conspicuous, aud may be made at any time np lo ;1111.l
including closing."
Be advised that the closing agent will or could charge an Administrative Fee for processing such an
additional services request and any resulting payee will also be 9ubjected to a W-9 or other required tax
documentation for such purposets).
Be farther advised that, for many transactions, the imposed Adminislrative Fee associated with such an
!idditional service mny exceed any such interest earned.
Therefore, you may have the right to some of the interest earned over and above the Administrative
Fee, if applicable (e.g .. any money over any administrative fees involved in figuring the amounts earned).
No te 10: Pursuant to Regulation 3-5-1 Section 9 (G) notice is hereby given that
"Until a title entity receives written instructions pertaining to the holding of fiduciary funds, in a form
agreeable to the title entity, it shall comply with the following:
1 The title enrlty shall deposit funds into an escrow, trust. or other fiduciary accoum and hold them in s
fiduciary capacity.
2. The title entiry sball use any funds designated as "earnest money" for the cnnsummation of the
traosact1on as evidenced by the contruc:t to buy and sell real estate applicable to snid transaction, except
as otherwise provided in this section. Jflbe lransaction does not close, the titJc entity shall:
a Release the eumest money funds as directed by written instructions signed by both the buyer and
seller: or
b. Jf acceptable wnttcn instructions arc not received, uncontested fonds shall be held by the title entity
for 180 days from the scheduled ilate of closing, after which 1he title cnthy shall return so.id funds to
the payor.
3. 1n the event of any controversy regarding the funds held by the title entity (notwithst;mding nny
tc::rminalion of the contracl), t.hc: Lille en Lily shall not be required to take any action unless and until such
controversy is resolved. At its option and discretion, the title eotity may:
a. A wait any proceeding; or
b. Intcrplcad all parties and deposit such funds inro ll court of competenr jurisdiction, and recover court
costs and reasonable attorney and legal fees; or
c. Deliver wducn notice to the h\1yet and seller that unless the title entity receives a copy of a summor.s
and complaint or claim (between b11yer and seller), containing the cao;e number of the lawsuir or lawsuits,
within 120 dnys of the title entity's written nonce delivered t0 the parties. title entity shall .rehu-n the funds
ro the depositing party"
TITLE CHARGES
These charges are based on issuance of the policy or policies descrihed in the nttached Commitment for
Tille Insurance, and includes premiums for the proposed coverage amount(s) and eadorsement{s) refened
to therein, :md may also include additional work and/or third party charges related theretc
1f applicable, tbc designation of"Buyer" and "Seller" shown below may be based on traditional
settlement practices in Garfield County, Colorado, and/or certain terms of any contract, or other
information provided with tfle Application for Title Insurance.
Owner's Policy Premium:
L01m Policy Premium
Additional Lender Chargc(s1.
Additional Other Charge(s):
Tax Certificate:
Tomi Eodorsemem Charge(s):
TBD Charge(~):
TOTAL CHARGES
$250.00
To Be Deterinined $250.UU
VICINITY MAP
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HIGH COUNTRY ENGLNEERING, INC.
1517BLAKEAVENUE,STE 101,
GLENWOOD SPRINGS, CO 81601
PHONE (970) 945-8676 FAX (970) 945-2SSS
WWW.HCENG.COM
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URIEL MELLIN
GARFlELD COUNTY. CO
MELLIN PROPERTY
LANO USE CHANGE
VICINITY MAP
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DRAWN SY:
ORD
CHEC~BY'
DATC
5-5-17
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Q
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SCALE:
1 " = 2000'
PROJECT No:
2161813
PAGE
f'IU::. 2 I 6 1 18 1 3 /CONST DWGS/VICINITY
PROJECT SUMMARY
JOHN L. TAUFER & ASSOCIATES, INC.
Landscape A rchltect:ure I Land Planning
May 5, 2017
David Pe snichak , Senior Planner
Garfield County Community Development Department
109 W. gm Street
Glenwood Springs. Co lorado 81601
Re: Proj ect Narrative -Mellin Prop erty -Fabrication Building and Small Contractor
Yard
Dear David ,
On behalf of Uriel Mellin. I am pleased to subm it this application for approval for
concun·ent Administrative Revie w of Fabrication; Cabinet Making, Wood and Metal
Working , Glazing, Ma chining and Welding as well as a Small Contractor Yard on a
10.998 parcel ofland lo cated on County Road 110. The parcel is zoned Rural.
Mr. Mellin is the owner of a buildjng co nstruction company that desires to construct a
fabrication building and contractor yard for purposes of cabinet making and woo d
making. He current ly owns a home in the Pinyon Pines subdivision but also desires to
constru ct a single family home on this pal'cel in the futu re.
PROJECT SUMMARY
Existing Property Conditions
The property is a 10.998 acre vacant parce l of land located on County Road 110
approximately I mile east of Highway 82. An existing driveway is located on the
noriliwest corner of the property.
The west and no1ih portions of the prop erty slo pes gently to the south and east for
approximately 250 feet and then transitions to steeper slopes in each direction . Slopes
range from 6.5% upward to 20%. The gently slop ing portion of the property consists of
approxjmately 1.25 acres and the vegetated with native grasses. The vegetation on the
steeper sloped p011i ons of the property consists of native grasses , pinyon pine and
juniper.
A ridgeline , on the eastern boundary lin e, visuall y separates this property from other
properties to the east.
809 Colorado A v e n ue • B ox W1 • Glenwood S prings.CO 81 602
(970) 945-1337 • F AX (970) 945-79 14
Adj acent Land Uses
Adjacent land uses on the west, so uth and east consist of nu·al residential while the land
use to the n011h is public BLM land.
The closest proximity of existing residential units are to the west of the prope1ty.
Existing residential units to the east and south are quite some distance away and are not
visible from the lower portion of this prope1ty because of ridge that extends along the
east and south boundaries of the property.
A commercial glass business is located approximately 1,500 feet to the west and a
commercial marijuana grow operation are located approximately 2 ,050 feet to the west of
this subject property.
Prop osed Develop m ent of a S hop a nd Small Contractor Y a rd
The applicant is proposing to develop a fabrication shop and small contractor yard on the
northwest corner of the parcel. As prev iousl y noted , this area consists primarily of slopes
in the range of ( 6 .5-12% ). The vegetation in this area consists primarily of native
grasses.
The applicant is proposing to construct a 10 ,000 square foot one story shop that will be
used for cabinet mal<ing, wood working and material storage. As anticipated on the Site
Plan, the building orientation is from west to east. Exterior material will consist of non-
combustible met al on both the roof and building facade. One ( 1) small bathroom is
proposed and will be located in the eastern end of the building. The bujlding access is
from the south side of the building. Access to the building is via four ( 4) overhead doors
and two (2) man doors. The north , east and west sides of the building will be solid
building fac;:ade.
The small contractor yard, including parking and circulation, measures approximately
15 825 square feet in size. The yard is situated on the so uth s ide of the building. The
yard and building are accessed from a drivewa y intersecting with County Road 110. A
10 foot wide asphalt apron will be provided on the access road at the intersection with
County Rod 110. A 10 foot concrete apron will extend along the entire south side of the
building. Both the access road and contractor yard s urface will be gravel. The roadway
cross section conforms to the standards of a semi-primitive road.
A combination co ncrete and boulder retaining wall is proposed along the eastern edge of
the contractor yard. The concrete portion of the wall will extend from the south east
comer of the building approximately 20 feet. The wall will then transition into a tiered
boulder retaining wall that extends approximately feet to the south and west. Maximum
height of the walls will be 12 feet at the highest point and then transitioning to meet grade
on the southwestern edge of the wall. Both the concrete and boulder walls will be
engineered by a professional engineer licensed i_n the State of Colorado.
2
lt is anticipated that 6 employees wilJ be working at the site. The fabrication operation
will consist of cabinet making, wood working and storage of materials. The how·s of
operation will be from 7:00 am. through 7:00 p.m. Monday-Friday. All wood working
operations will occur within the building.
The building is in compliant with the required setbacks in the Rural zone district.
A ccess a nd Driveway
As previously mentioned , access from a public road is via County Road 110. The access
point is located on the n01theast comer of the prope rty.
The projected ADT of 28 would classify the access driveway as a semi-primitive
roadway. The roadway de s ign cross section conforms to the standards of a semi-
primiti ve roadway, as detailed in Table 7-107. Roadway Standards.
A driveway permit application has been submjrted to the Garfield County Road and
Bridge Department.
Industrial Use S e tback s, Scr eening a nd N oise
The fabrication building and small contractor yard, as sited, are in excess 100 foo t
setback from the adjacent residential prope1ty line s. as required in Secti on 7 -I OOL
Storage o f materials will also observe rhe required I 00 foot setback from adjacent
re sidential uses.
The fabricatio n building activ iti es will occw· on Lhe so uth side of the bui lding. The
building orientation and building height of 26 feet will pro vide adequate screening of use
activities from downhill traffic on County Road 110. In order to provide s creening from
uphilJ traffic on County Road J l 0 as we ll as sc reening from the residential use lo the
west, a 6 foot high x 45 foot long wood privacy fence extending from the southwest
building comer to the south. In addition to the fence. visual miti gation will also be
enhanced with the addition of evergreen landscape material s ituated along the western
property line and along the west s ide of the privacy fence.
Hankard Environ.mental. Acoustic Engineers, performed acoustic modeling of
site/buil<ling construction activities as well as the facility operations. Their modeling
conclusions state that no noise mi Ligation is required dwing site/bui lding construction
activities but recommend specific building materials and exhaust fan specifications in
order to comply with state and county noise aspects . The appJicartt wiJI compJy to the
recommendations stated by Hankard Environmental. Their report is included in this
application.
On-Sit e P a .-I<ln g
3
On-site parking will be accommodated within the contractor yard. As required , 11
parking spaces will be provided between garage door openings as we ll as in front of the
boulder retaining wall.
Po t able W a t er S upply and Di stributio n
The potable water su ppl y will be from the Cattle Creek Water Association ( CC WA ).
The property owner, U1iel Mellin. is a member of rhe association and is entitled to one
(1) share from the CCW A. B y Quit Claim Deed, Christine Sh e lt on transferred 1 share of
her interest to the owner. The Quit Claim Deed is included in this application .
The CCW A sys tem runs to the prope rty from the adjoining property t o the wesl and
terminates at a yard hydrant on th e Mellin propert y. The existing water line is ¥.i'' PVC.
The existing line w iU be extended from its curre nt terminus t o th e west end of the
building.
A wi ll ser ve le tter , from the CCWA, is in cluded in this applicati on.
W as t ewate r Dis p osal
Sewage di sposa l will be from a On-S ite Wa stewa ter Treatment System ( OWTS ). TI1e
prop ose d location of the OW TS is locat ed south and uphill of the prop osed building.
Because of th e location, wastewater from the building will be pumped to the treatment
system.
~High Co untr y Engineering has provided system design recommendations that are based
on percolation tests provided by H-P Kumar.
Gradin g a nd Dra in age
High Co untry Engineering ha s prepared a grading and drainage plan as well as a drainage
study. Site drainage will be captured anti routed to a new deten ti on pond whi ch is located
northwest of the building and east of the access drive. Thei r studies are included in thi s
application.
T raffi c
A basic traffic study was prepared by Hi gh Country Engineering. ln th e ir repot1 , lligh
Country Engineering estimates that a to ta l o f 28 ADT wi ll be generated from the
propose d fac ility. Based on their co nclu sio n, th e proposed facility will ha ve minim a l
imp ac t on th e adjoining road network.
Their traffic study is includ ed in thi s appli cation.
Geo logic Assess m e nt
4
The site geo logy is discussed in detail in a report prepared by H-P Kumar, Geotechnical
Engineers. Field borings fo r the building as we ll as perco lati on tes ts fo r the OTWS were
per fo rmed by H-P Kumar in Marc h of20 17 .
With.in their report, H-P Kumar outlines numerous rec ommend ation s regarding building
foundation design , building floor s labs. fo und ation and retaining wall under draining,
surface drainage and perco lati on res uJts.
Tho se recommendati ons wi ll be fo llowed during the final design and construction of the
site and building.
Oth er that a potential for sub sid ence, no geologic hazard s hav e been identified on Hu s
parc el.
U tili ties
Electrical power will be provided by Ho ly Cross Energy . Existing Holy Cro ss ele ctri cal
service is loca ted on tbe western property boru1dary and is sho wn of the Site Plan.
A portion of a Hol y Cro ss Energy eas emen t tha t once nm throu gh the lower northwest
po11i o11 of the pro perty has been vacate d and ab and oned whil e a port io n of sa id easement
remain s intact. The po rtion of th e intact easeme nt ex1:ends from the western pro perty
boundary 40 feet to the east. Th e 40 foot x 20 feet easement acconunodates the ex ilin g
power pole and guy wire. The vacation and abandonment of the easeme nt was tecorded
with the Garfield County C lerk arHl Reco rder 1 Rec eption 890576.
Pro pane gas will also be utili zed as an energy source for the buil din g.
Fire Pro tection
Whil e the property is situated in an area of high wildland fire susceptibility. upon
consultation with th e Carbo ndale Rural Fi re Di strict , there appears to be low ri sk of
susceptibiJity the building and contractor yard .
The building is l ocated in an area where th e vegeta tion consists prin1arily of native
grasses and for the most part some distance from the existing stands of pin yon pine and
juniper. While some areas of pinyon pine and juniper encroacb upon the eastern edge of
the building, those pine and juniper will be selectively removed to create a 30 foot
wilcUand fire defensible space.
The building materials cons ist of non -combustible materials. Th e roof and siding wi l I be
mecal. Bui ld in g framing will be wood.
The owner will also comply with the requirement s of the international Fire Code in terms
of fire supp ress ion within th e building.
5
l
Deve lopment Agreement
The applicant has stated that he wants to commence with cons tru ction upon approval of
the development permit. No project phasing is anticipated.
Mineral Owners of Record
According to Casey Lawrence, Mineral Clerk, Garfield County Assessors Office. there
are no mineral owners of record on this parcel.
Upon review of the app lication, if you have questions or need additional information,
please do not hesitate to contact my office.
Sincerely,
John L. Taufer. Owners Representative
6
ADJACENT PROPERTY OWNERS
&
MINERAL OWNERS
Garfield County La nd Explorer
Parcel -Physical Address Owner Account -Mailing Address
Num
239307400022 716 110 COUNTY RD FELKEY, DWIGHT A & Rl 11412 PO BOX 2117 GLENWOOD
CARBONDALE DENISE K SPRINGS, CO 81602
239308200955 Not available BUREAU OF LAND R043958 2300 RIVER FRONTAGE
CARBONDA LE MANAGEMENT ROAD SILT. CO 81652
239308300002 774 110 COUNTY RD SHELTON, CHRIST INE Rl 11834 983 AZURITE DRIVE
CARBONDALE FRU IT A, CO 81521
239308300007 1108 110 COUNTY RD LSF9 MASTER R111925 3701 REGENT BLVD
GLENWOOD SPRINGS PARTICIPATION TRUST IRVtNG, TX 75063
239308300013 Not available GLENWOOD MELLIN, URIEL R006643 144 CLIFFROSE WAY
SPRINGS GLENWOOD SPRINGS, CO
81601
412312017 Garfield County Land E>iplorer
http://gis.garfield-county.com'LandBq:)lorerfindex.html
Account R006643
Owner MELLIN , UR IEL
Ph ysica l Address Not available
GLENWOOD SPRINGS 8 1601
Mailing Address 144 CLIFFROS EWA Y
GLENWOOD SPRINGS, CO 81601
Acres l 0.997
2016 Mill Levy 73.6720
1/1
WATER SUPPLY
QUIT CLA1M DE.ED
C.HJUSTl'IE R. SHEL TOI\
whose nddr =o i• 9g3 Al:Urilt Orl~c, Fnilta. CO 8 1 ~?1 , GRAN J'Olt(S), tUJO
URCEL .\1 ELLI '1
wbnsc ~dnss iA 144 Cli([roµ W•~. Gkn"otJ Spr1nis. CO 81601 , URANfFC(S)
WITNESS, thm1 die ~to1(s), for md in «>tuiil\lnt!lun of 1bc ~m IJ'I NO AND OUllOO OOLLAl<S (S0.00), the r~pl J11d
suflicieney IJ r which is hcrrby ""1'11>wletJsed. 114~ mnlsed. rclc.u<'d, J,11/cl llnd Qlll'l I 'LA ~11'0, IUld hy II•= flR:Knll c!oet
n:tlllS<", r<IC4oc:, $e ll and QUflC:l.AL\.1. unto Ilic loll'l''.l"""-1hcir bcin and assign~ (Ntn:r, a.II the 1r~I rml'CITT}. togc1hu -.itll
•lllj1YOv.!m<:ll> fl' NI)'. sirual<. ly1ni 'l!ld befog in lli.: County or C:arfitld &lid SWt of Coln~do. dc-.cubcd u follo,,.1·
1 Share of Cattle Creek Water Association
nls11lair1wn1') sr ~t and number ;1.~. TB O Co unl}' Roat! l IO+ Glenwood Sprin~, CO lllGOl
TO RA\'"£ ,\C\D CO UOLO 11~""""" ~ wllh all alld 1ing1o1lM llot >ppU11a..i.1.:cu11~ pnilcgt:» tl1<mimi> bclotlllJlli. ur 111
1111)'\vi.se lb~Jnto ~ppcrtAUUUg., 1.ll ll!c cst"\l.R, ri£hl, l;llc, mte:res\ :1114 Cl211\\ WbAl ... >t'Ya n( thC. li,<91JIOf ttllta in IAv. UI «!U!I)', 10
Ille onl} pr~pu ~. ticne1i1 enJ hcl11u1I ot Ille p11n~1, •l>cir htirs anJ il!Jgns fomct
'Jne singular 1111111bcr slmll inc lude lh" plur<'ll, th e 11t11ml lhe singulat, n11d 1hc u.~c of nny 11endur >hnll be •~Ph c~hlc 1011JI i:tod~,.
Colo tn..lo
Th• forcgoln~ um111111c.nt \~;is adnuwledgc.J, <ub.ccrl~ •nJ sworn ru boelbrc mc tl1h 14111 Jay of'l\o'•'•tlbct . .Wlf, by
CURJS1 I NF. tt. S~LTON
111} I Ir.mt 1111d Ollic•l!J *"I
~~-L--'l.-'~~~.Otllf-~
KARI ARNESON
NOlARY PllDLIC
STATE CF COLORADO
NOT AAY ID i'201040i!H 18
My Comrr.wtpn E(D11e<1J~1s, 201a
120062 7
John L. Taufer & Associates, Inc.
Landscape Architecture I Land Planning
P.O. Box 2271
Glenwood Springs, CO 81602
Dear Mr. Taufer,
April 24, 2017
Thank you for providing a copy of the Warranty Deed for the sale of a parcel on 110 Road, by Christine
R. Shelton to Uriel Mellin, whose address is listed as 144 Cliffrose Way, Glenwood Springs, CO 81601.
You also provided a Notarized Quit Claim Deed between Shelton and Mellon which conveyed a share for
a single membership in the Cattle Creek Water Association (CCWA). The share conveyed was number
42, an un-used share owned by Shelton for land adjacent to her property located at 0774 CR 1101
Glenwood Springs, CO.
Per the CCWA Bylaws, Certificate number 42 will be retired and a new Certificate, number 96, will be
issued in the name of Uriel Mellin. The share entitles Mr. Mellin a single user membership and to be
provided water by the CCWA, a corpor:ation not for pecuniary profit, with all the rights, but subject to all
the conditions granted or imposed by the Articles and By-Laws of said corporation now or at any time
hereafter in force and effect. The membership is subject to the Articles of Incorporation and By-Laws of
the CCWA, which impose limitations on the alienability of memberships.
You requested a letter informing Garfield County that CCWA will furnish water for property described as
"Parcel A, Shelton Boundary Adjustments". Membership basically allows a property owner to be served
by a single tap of~,, maximum size. The owner would be solely responsible for all costs in locating,
tapping into the existing lateral distribution line that currently serves the Shelton property and
installation of all distribution lines and required water meter(s). A quarterly billing is sent to each
membership for payment of their equal share in expenses for operation and maintenance of the water
source, pumps, controls, main distribution line, storage tank and services of a certified operator and
other associated expenses.
I hope this letter serves the needs of your request. If you should have additional questions please don't
hesitate to call Melvin Perkins with the contact information you have on file, or me at (970) 945-5117.
Sincerely,
~vl),t f M&Aj
Penny Kenealy U
Secreta , CCWA
Cc: Don Waechtler -President-CCWA
Melvin Perkins1 Treasurer-CCWA
BY-LAWS
OF
CATI'LE CREEK WA'l'ER ASSOCIATION
ARTICLE I.
OFFICES.
The principal business office of the corporation shall be
located in Glenwood Springs, Colorado. The corporation may
have such other offices either within ox outside the state
of Colorado as the board of directors may designate, or as
may be required from l:..ime to time for the transaction of t:he
corporation's business.
ARTICLE II.
MBMDiilRS.
The corporation shall have one class of members, all of
whom shall be entitled to vote as set forth in the Articles
of Incorporation. Members shall. be accepted in accordance witl1
the provisions of the Article.a of Incorporation and the procedures
established by the board of directors. All owners of real
property that can be serviced from the corporation 's system
shall be eligible for mambership.
Upon effective transfer to the corporation of (1) all
right, title end interest in and to the water riqhts owned
by each member and to which he is entitled by decree, or decrees,
of Court, or otherwise, (2) an easement for that portion of
the Cattle Creek Springs Pipeline which crosses a member's
land, if any, (3) proper assignment of each member's interest
in ti1e Union 011 company of California ~greement and (4) transfer
by Blll 0£ Sale of all personal property used in connection
with said watet system, the corporatlon shall issue to each
such ~ember a ce~tiflcate for such numbel.' 0£ shares as sha11
equal the member's proportionate share of water rights being
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trans£erred to the corporation. The shares to which each member
shall be entitled are as follows:
Alvin U. Trout and
Theresa A. Trout
Prances N. Westhoff and
Theresa A. Trout
Joseph M. Shelley
Francis E. Barger -
Richard w. Ogden
Shares
4
4
2
1
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Each membership certificate shall entitle the holder thereof
to one 3/4 l noh tap from the water system as presently in place
and in use, and i.n consideration of an easement agreement Onion
Oil Company of California shall be entitled to one tap without
membership.
The board of directors is authorized to sell additional
taps to the water system upon the approval of at least five-
sixths of the members entitled to vote thereon at s~ch price
as may be determined by such membe rs. Any funds received for
additional taps shall be repaid to the original owners who
furnished the funds to establish the water system or said funds,
in the descretion of the members, may be used for the expansion
of the water syster as shall. be deterrr1ined by a majority vote
o E such members .
ARTICLE III.
MEETINGS OF MEMBERS.
Section 1.. Annual Meetinq. The annual mee ting of the
members,'for the election of directors and for the transaction
of such other business as may properly come before the meetinq,
shall be held at ten o'clock in the morning on the First Friday
of the month of October in eacb calendar year. If the day
fixed for the annual meeting shall be a legal holiday, such
meeting shall be held on the next auoceedJ.ng business day.
If the election of directors should not be held on the date
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above designated for the annual meeting, a special meeting
of the member s shall be called in the manner herein provided
for special meetings for the purpose 0£ electing suoh directors.
Section 2. Special Meetings. Special meetings of ~ie
members may be ca lled by the president or the board of directors,
or by at least twenty per cent of the members, for any purpose.
h notice of any such special meeting shall state the place,
date and hour, and the purposes of the meeting, and mus t be
delivered or mailed to the members at least three and not mo re
than ten days prior to the date of such special meeting.
section 3. Place of Meetings. Annual and special meetings
shall be held at Glenwood Springsr Colorado. or at any other
place within the State of Colorado as may be fixed by the board
of directors and stated in tlle notice of any such meeting.
Section 4. tlotioe of Meetings. Written or printed notice
stating the date, place and hour of the meeting, and, in case
of a special meeting, the purpose for which the meet ing is
called, shall be delivered not less than ten nor more than
thirty days before the date o{ the 111eetin9, either personetU.y
or by mail, to each member entitled lo vote at such rneetlng .
If mailed, such notice shall be deemed to be delivered when
deposited in the United States mail, addressed to the member
at his address as lt appears on the books of ci1e corporation,
with postage ~hereon prepaid. Any member may waive notice
of any meetinq.
Section 5. Quorum. At any meeting of the members, e
majority of those members entitled to vote, present in person
or represented by proxy or vote by mail, shall constitute a
quorum . If less than a majority of such voting members are
represented at a meetin9. such meeting may be adjourned without
further notice. When a quorum is present or represented a~
any meetinq, a majority of the votin9 members represented at
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such meeting shall, except where a larger voto is required
by law, or the hrtl.cles of incorporation, decide any question
brouqht before such meeting. The members present at a duly
o.r9anized meeting may continue to transact business until adjournJ'll'>-nt
notwithstanding the withdrawal of e.nough members to 1eave le.ss
than a quorum.
Sect~on 6, Proxies anQ Voting. Each member shall have
t..he right to cast one vote, which 111ay be cast either in person
or by PTO>cy. Every proxy must be executed in writing by the
member or by h.is duly authoyized attorney 1 and shall be filed
with the Secretary of the corporation. No proxy shall be valid
after tho expiratlon of eleven months !rom the date of lts
e~ecution, unless otherwise provided in lhe proxy. l\ny proxy
may be revoked by the person executing it 1 or by his personal
represent.a ti ve or attorney. Cumulative vot.lng shall not be
allowed. Hembers may al.so "ot.e by n1ail in accordance with
Colo.rado law.
Section 1. Informal 1\ctlon by Members. Any actlon which
could be taken at a meeting of the membe.rtJ, may be taken without
a mcetlng if a written consent, settinq forth the actio n taken,
shall be signed by all of the members entitled to vote thereon.
Such written consent shal.l have the same force and effect as
lhe unanimous vote of the members.
ARTICLE IV.
BOARD OF DIRECTORS.
Section 1. Number and Tenure. •rhe business and affairs
of the corporation shall be manaqed by a board conaist:i.ng of
thxee directors. provided that at. least two of the di.rectors
shall be members. Directors shall. be elected annua.l..ly by the
voting members at an annual meeting. Each director shall bold
office unti l the elect.ion of his successor. The number of
directors may be increased by appropriate resolution of the
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board of directors or upon two-thirds vote of the members at
any annual or special meeting of members.
Section 2. Vacancies . Any director may resign at any
time by givlng written notice to the president or secretary
of the COfporation. Such resignation shall take effect at
the time specified therein; and unless otherwise specified
therein, the acceptance of such resignation shall not be necessa.ry
to make it effective. Any vacancy occurring in the board of
directors may be filled by the affirmative vote of a 111ajority
of the remaining directors although less than a quorum. A
director elected to fill a vacancy shall be elected for the
unexpired term of his predecessor in office. Any directorship
to be filled by reason of an increase in the number of dire ctors
shall be filled by the affirmative vote of a majority of the
directors then in office or by an election at an annual meeting
or at a special meeting of members called for that purpose.
Section 3. Powers. The board of directors shall have
and may exercise all the powers of the corporation except such
as are expressly conJ:erred upon the members by law, by the
Articles of Incorporation, or by these by-laws. The board
of directors, or such executive committee, or water manager,
as shall be appointed for such purpose, shall supervise and
control the distribution of water available to members.
Section 4. Regular -Meetings. Regular meetings of the
board of directors may be held at such places within the State
of Colorado, and at such times, as the board may from time
to time by vote determine. Any business may be transacted
at a regular meeting. Unless otherwise designated, the regular
meeting of the board of di.rectors for the election of officers
and for such other business as may come before the meeting
may be held without call or formal notice immediately after,
and at the same place as, the annual meeting of members, or
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any special meetinq of members at which the board of di.rectors
is elected.
Section 5. Special Meetings. Special meetinqs o.f t:he
board of directors may be helu at any place within Colorado
at any time when called by the president, or by two or more
di.recto.rs.
Section 6. Notice. Notice of any special rneet..1.ng of
t.he board o.f directors shall be given at least three Clays previously
thereto by written notice delivered personal.iy, or by telephone,
or by mail or telegraph sent to each director at his business
address . If mailed, such notice shall be deemed to be delivered
when ~epo sited in the United States mail so addressed, with
postage thereon prepaid. If notice be given by telegram, such
notice shall be deemed to be delivered when the telegram is
delivered to the telegraph company. Any director may waive·
not.ice 0£ any meeting. The attendance of a direct or at a meeting
shall constitute a waiver of notice of such meeting , except
where a director attends a meeting fo.r the express purpose
of objecting t.o t.he transaction of any business because the
meeting is not lawfu.l1y called or convened. Neither t:he business
to be transacted at, nor the purpose of, any regular or special
meet.iog of the board of directors neeu be specified in the
notice, or waiver of notice , of such meeting. If every director
shall be present at any meeting, any busin~a may be transacted
without previous notice.
section 7. Quorum. A majori ty of the directors in office
but in no case less than two, shall constitute a quorum, but
a lesser numbex 1nay adjourn any meeting .from ti.me to time.
When a quorum is present at any meeting, a majority of t:he
directors in attendance shall, axcept where a larger number
is required by law, or by these by-laws, decide lil'lY question
brought before such meeting.
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Section 8. Informal Action by birectors. Any action
which could be taken at a meeting of the directors may be taken
without a meet-i.ng if a written consent, setting forth the action
I taken, shall be signed by all of the diret:tors entitled to
vote thereon. Such written consent shall have the same force
and effect as a una~imous vote of the di.rectors.
ARTICLE V.
OFFICERS 1\ND l\GEHTS.
Section l. Ge neral. The officers of the corporation
shall consist of a presiden t, who shall also be a director,
a vice president, a secretary-treasurer , who shall be elected
annually by the di rec tors and who shall hold office until their
respective successors are elected and qualified. The board
of directors may appoint such othe.r officers and agents, including
a chairman of the board, assistant secretary or treasurer,
executive committee, or water manager, as may be deemed necessary,
any of whom shall be appointed in such manner end hold office
for such terms and have auch poww;s and duties as may be determined
by the board of directors. Ona person may hold more than one
office except the offices of president and sec~etary. In all
cases where the duties of any officer , agent or employee are
not prescribed by the by-laws or by the board of directors,
such officer, agent or employee shall fol.low the orders and
instructions of lhe president.
Section 2. Removal. Any officer or agent may be removed
by the board of directors whenever in its judqment the best
interests of the corporation wil.l be served thereby , but such
removal shall be without prejudice to the contract rights,
if any, of the person so removed. Election or appointment
of an officer or agent shall not in itself create contract
ri9hts .
sect.ion 3 . Vacancies. A vacancy in any office, however
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oocurri.n9, may be filled by the board of directors £or the
unexpired portion of the term.
Section 4. President. ·rhe president shall be a 2t1ember
of the board of directors. Subject to the direction and supervision
of the board of directors , the president shall be the chief
executive officer of the corporation and shall h~ve general
supervision of its officers, agents and employees.
Section 5. Vice President . 'l'he vice president shall
assist the president and shall perform such duties as may be
assiqned lo him by the president or by the board of directors.
In the absence of the president, the vice president shall have
the powers and perform the duties of the president. The vice
president shall generally assist the president i n the exercise
of his powers and shall exercise such powers in the absence
or disability of the president.
Section 6. Secretary-Treasurer. The secretary-treasurer
shall keep correct and complete books and records of account
and shall keep minutes of ail proceedings of the board of clix:ectors,
of any executive committee and of the members. Ue shall cause
to be kept a record of the names and addresses of the men'bers
and a record of the number of shares of stook registered in
the name of each member, He shall attend to the giving of
notices of meetings to the members and directors, and to other
notices required by law or by tllese by-laws. He shal.l have
custody of the seal of· the corporation and shal.l af£1x such
seal to deeds, contracts and other written instruments when
authorized by the board of directors. Be shall have charge
of the membership book, minute book and such other books and
papers as the board may direct, and be shall perform all other
dutie s normal.ly inoiden~ t o the office of secretary. All books
and records may be inspected by any membe.r, or his attorney,
at any xeasonable time.
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The secretary-treasurer shall also be the princioal financ:i. a1
officer of the corporation and sh.all have the care and custody
of all funds, securities, evldences of indebtedness, and other
I personal property of the corporation and shall deposit, invest
and diseharge the same in accordance with the instruction of
the board of directors. lie shall receive and 9ive receipts
and acquitt.anoes for moneys paid ln on account of the corporation,
and shall pay out of the funds on hand al2 bi.lls, and other
lawful. debts of the corporation of whatever nature upon maturity
of the same. He shall perform all other duties normally incident
to the office of the treasurer and, upon request of Ute board,
shall make such reports to it as may be required at any time.
Ue shall also be the principal accounting officer of the
corporation. Ue shall prescribe and maintain or cause to be
maintained the methods and systems of accounting to be followed,
file all local, state and federal tax returns, prescribe and
maintain an adeq~ate system of irlternal bookkeeping cont:.rols,
and prepare or cause to be prepared and £urnish to ~1e president
and the board of directors statements 0£ account showing l.he
financial position of l:he corporation and the 1:1?sults of its
operations. lie shall have such other powers and perform such
other duties as may be prescribed by the board of directors.
ARTICLE Vl.
MISCELLANEOUS.
Section l. Waivers of Notice. Whenever notice is required
by law, by the certificate o r incorporation or by these by-
laws, a waiver thereof in writing sLgned by the director, member
or other person entitled to such notice, whether before, at
or after the time stated therein, shall be equivalent to such
notice.
Section 2, Seal. The corporate seal of the corporation
shall be circular in form and shall contain the nama of the
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corporation and the words "Seal, Colorado".
Section 3 . Conveyances and Encumbrances. All or any
part of the corporate property may be conveyed or encumbered
by such officers of the corpo.rat.ioo. as may be authorized to
do so by an affirmative vote of £ive-six ths of the members:
provided t hat two corporate of£icers so authorized shall be
required t o execute and deliver instruments ot conveyance or .
encumbrance.
Section 4. Corporate Changes. The corporation shal l
have power to amend its articles of incorporati on by resolution
of the board of direc tors and sub~itted to a vote at a regul ar
or special meeting of members at \oofhich the affi rmative vote
of at least five-sixths of the members, either personally or
by proxy, shall be necessary, or the corporation may rrerge,
consolidate or dissolve upon the vote of five-sixths of such
voting members.
Section 5. Fiscal Year . ~~e !iscal year of the corporation
shall end on September 30 each year.
ART! CLE VII.
PROPERTY RIGHTS -RESTRICTIONS
Section l.. Prop~rty Rights Xn Memberships. A member
may not sell, assign or otherwise transfer his shares in the
corporation, unless all, or some portion , of the real estate
owned by the member upon which the corporation's water is,
has been or may be used, and to which such member's shares
are appurtenant, is transferred simultaneously; provided, that
any member may sell, tran sfer or assign his shares in the corporati
to another member with or without a transfer of any such real
estate. No transfer of shares shall be recognized by the corporati
for any purpose unless the same is registered on the books
of the corporation. No shares shall be sold, assigned or transferr
separately from the real estate to which the same is appurtenant,
except to another member.
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the acquisition of any equipment or facilit.le:s necessary for
the continued distribution of water to the members of t.he corporatioi
and the Unio11 oi·1 Company f c lif · _. o a orn.La pursuant to agreement,
No assessment for capital. l.mprovements shall be mode without
the affi:rmative vote of at least two-thirds of all members
entitled to vote . Any such assessment may be made at suoh
time, or ti.mes, as the board of directors shall determine but
not more often than monthly. Assessments may be made separately
for either adml.n.istrative or operatln9 expenses, or both, as
the board of direotol:s shall determine. Either the secretary
or treasuxer shall notify each member in writing of the amount
of any such assessment levied agaiost each member. 1U.l. such
assessments shall be levied against all members in the proportion
which the number of shares held by each member bears to the
total shares outstanding upon the date of assessment. Each
member shall pay to the treasurer the amount of assessment
so levied withLn twenty days a£ter notice thereof shalJ have
been duly m11iled or delivered to sucll member. Any and al.l
such assessments shall be and become a l ien aqa.Lnst the respective
membership o r stock certificate issued to each member, and
the real estate to which such membership oextif.lcate is appurtenant,
from the date such assessment is made until the same shall
have been ful.ly paid, as authorized under the provisions of
the ~rticles of Incorporation. Each and every such assessment
shall also constitute a personal opli9ation of the record owner
of the membership certificate, and any assignee thereof.
Notwi thstandlnq anything set forth herein to the contrary,
al1 costs of normal ma~ntenance and operation of the water
system shall be divided into at least two parts, both pa~t.s
sharing the co~ts and expenses of maintenance and operation
from the spring to the water storage t:anka situate upon the
Trout property and only the users of the se<:ona part shal.J.
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share such costs from the storage tanks to ~1e Barger property.
The board of directors is authOTized to establish additional
segments of t:he water system as it may determine necessary
in order to .furnish water to the respective users, in which
event only those users under such additional segments of t he
water sy9tem shall share in the normal coses of maintenance
and operation thereof .
Section 2. Enforcement Of Assessment Obligations And
Liens Thereof. If any such assessment sha .ll not have been
paid within thirty days after notice thereof given as aforesaid,
the board of directors, by appropriate action, may:
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(a) Deliver written notice of any such default in
payment of assessment, by mailing the same to
such member at his last known address, or by
posting noti ce of such default upon the real
property owned by such member, specifying that
in the event any such default shall not be
corrected witl1in thirty days after delivery or
posting of such notice, all water service to
such member shall be discontinued until such
default shall have been corrected; or
(b) Charge the amount o.f any such assessment against
the member's capital account, if any; or
(c) Recover the amount of any such unpaid assessment,
together with interest from the date o.f the levy
thereof and reasonable attorney's fees and costs
by appropriate legal action aqainst l:he mernber in
default, or any assignee or holder of t he member-
ship certificate issued to such member, in the same
manner as !or goods sold and delivered, and the
judgment in any sacb action brought in a court of
record may provide and be enforced o y appropriate
judicial order for sale of real estate owned by such
defaulting member, to which hie shares of stock may
be appurtenant, in the same manner as for real estate
sales under execution; or
(d) If any member fails to pay any assessment levied
against him after notice thereof, or notice 0£ default
as hereinabove provided, cancel the membership
certificate ~ssued to any such defaulting member
fai ling t o pay any such assessment, in which event
such member's membership shall be forfeited. Upon
forfeiture of any membership of a defaulting member,
he shall cease:
(1) To be entitled to any water services of
the corporaHon;
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(2) To have any claim or demand of any nature
aqainst t:he assets 0£ the corporation 7 and
(J} To have or assert any right, claim, title
or interest in the corporation, and any
such right, title or interest: shall thereupon
revert to and become the absolute property
of the corporation.
Section 3. Membership Transfers -Assessments In Default.
Jn the event the real estate to which any membership certificate
may be appurtenant, in whole or in part, shall be transferred
or conveyed by any me 111ber who shall be in default: in the payment.
of any assessments, the transferee or grantee of any such real
estate shall be liable for the payment of all assessments in
arrears, which shall be pa1d before nny such memborshi.p shall.
be transferred on the books of tho corporation, and before
any water service shall be furnished, to any such grantee or
transferee .
ARTICLE X.
AMENDMENTS.
Section 1 . By Directors. The board of directors sha11
have power to make, amend and repeal the by-laws of the corpo-
ration at any regul.ar meetin9 of the boaJ:'d or at any special.
meeting called for such propose1 provided, that if the members
after ~\e date of these by -laws shall make, amend or repeal.
any by-l.aws, the directors shall not thereafter amend the same
in such manner as to defeat or impair the object of the members
in takinq such action.
Section 2. By Members. The members may make, alter,
amend and repeal the by-iaws of the corporation at any annuai
meet:lng or at any special meeting called for suoh purpose,
and all by-laws made by the directors may be amended or repea1~d
by the members.
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ARTICLES OF INCORPORA'l"ION
OF
CATTLE CREEK WA'IER ASSOCIATION
'I'he ondersigned, acting as incorporators of a corporation
under the Colorado Non-profit Corporation Act., hereby adopt
the foll.ow~q Ariiol11 of JocorponUon 1
ARTICLE 1
The name of the corporation is CATTLE CREEK WATER ASSOCIA-
TION.
ARTICLE II
The period of its duration shall be perpetual.
AR1'ICLE II!
The purposes for which the corporation is organized are:
To acquire the ownership of, and title to, certain water
and water zights, ditch and ditch r ights 1 t:he source of supply
for which is a spring, or springs, which are tributary to Cattle
Creek and the Roaring Fork Ri vei:, in Garfie.ld County, Colorado,
together with a11 distribution facilities and equipment used
in connection therewith includin9, but not exclusively, a pipe-
line, ditches, laterals, headgates, storage tanks and any water
distribution equipment, fixturea or rights necessary or appur-
tenant thereto, and any other tangible personal or real property
necessary to properly carry out the purposes of sopplying water
for domestic and other beneficial uses to or for the benei'it
of its respective members1 to operate and maintain pipelines
and watez distribution equipment and facilities necessary or
proper for the distribution of any socb water, and to furnish
and supply water to the maT!bers o.f the corporation for domestic
and other beneficial purposes as an appurtenance to certain
real estate owned by each of the members t subject to such annual
or special assessrne.nts o~ charges as may be required for the
operation, maintenance or improvement of, or additions to,
a water distribution system for such water rights, or any other
water rights acquired by the corporation, to or for the benefit
of the members of the corporatlon1 to acquire any necessary
water by appropriation, ~dju dic&tion or otheiw~ae, and to obta.i.n
adjudication of priority rights, and to assess all members
for necessary costs incurred therefor, or for the acquisition
of any and'all capital improvements or additions, equipment
or facilities necessary for the continued distribution of water
to the members; to have and exercise, generally, all the powers,
and to do and perfol:lll all the acts, whlch shall or may be neces-
sary or proper to carry out. and put into effect the purposes '
for which the corporation is formed as provided by law; provided
that the anumeration in t.hese A:cticles of Incorporation of
speci£ic power s &ha.ll. not be construed to 11.nU.t or restrict
in any manner whatsoever the general powexs conferred upon
non-profit corporations under the laws of the State of Colorado .
The corporation shall also have the power to furnish water
to Union Oil Company of Calilornia in con.s i de.ration of an ease-
ment given to the owners of water riqhts to be transfetted
to the corporation, which easement was acquired under an agree-
ment dated August 18, 1971 and recorded in Boo.k 422 at P~ge
542 of the Garfield County :records.
ARTICLE IV
(1) No part of the income o r net earnings of the corpora-
tion shall inure to the benefit of, ox be distributable to,
·any melllher, director or officer of the corporation ox any other
private individual (except that reasonable compensation may
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be paid for services actually rendered to or for the corpora-
tion, and any officer, director, agent or employee, or any
other person or corporation may be reimbursed for expenses
advanced or incurred for the corporation's be.pefit, upon authori-
zation of the Board of Dixectors).
(2) No substantial part of the activities of the COl:lJOratioD
shall consist of carrying on prop~9onda or othe:r:wise attempting
to i .nfluence legislation. The corpoxation shall not participate
or intervene in any political campaign on behalf of any candidate
for public of£ice. At least 85% of the income of the corporation
shall consist of amounts collected fxom members for the sole
purpose of meeting losses and expenses.
(3) Notwithstanding any other provision he.reef, this
col:!Joration shall not conduct or carry on any activities not
permitted to be con ducted or carried on , nor receive any income
which is prohibited, by an or9anl.2ation which is axe.mpt from
taxation under the provisions of Sect.ion SOl{c) (12) of the
Internal Revenue Code of 1.9 54, as amended.
ARTICLE V
(l) Holders of membership cexti£1oatee of the corporation
shall be owners of real estate capable of being serviced from
the corporation facilities end shall be entitled to the bene-
ficial use of water owned by tbe corporation and adjudicated
for the Cattle Creek Springs Pipeline, Ditch No. 639, Priority
No. 870 in the District Court in and for the county of Garfield,
State of COlorado, and any water distribution facilities, equip-
ment, fixtures or r ights necessary or appurtenant thereto,
or any othe.r water rights or facilities acquired by the corporation.
(2) '!'he corporation shall have authority to issue membership
certificates to members in exchange for water and water z:ights,
adjudicated or unadjudicated, and any water distribution facilities
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or equipment, includinq. but not excl~slvely, pipelines, storage
tanks, headgates and any water distribution facilities, equipment:,
fixtures or rights necessaxy or appurtenant the~to, or any
other tangible personal or real property necessaxy to carry
out the purposes of the corporation.
(3) Each voting member shall be entitled to one vote,
either in person or by proxy, for each me~ership certificate
~giatarad in his neJMI on ~ha heelcs o f ~e oorpo~atlon, and
in the election of directors each such voting member shall
have the right to vote such number of shares for as many persons
as tbere are directors to be elected. Cumulative voting shal..l
not be allowed for any purpose. Votinq by mail may be permitted
tinder the by -laws in the l\\anner provided by law, either in
the election of di.rectors or £or an amendment to the Articl.es
of Incorporation or a proposed plan of merger, consolidation
or dissolution.
( 4) Each membership certificate iss~ed shal.1. be appurtenant
t:o the real estate owned by the owner of such membership certifi-
cate and all assessments legally made to carry out the objects
and purposes of the corporation shall be a lien thereon. All.
assessments shall al.so be and become a lien against the respective
memb ership certLficates and until the same shall have been
paid any such lien on said real estate or said membership oertificat
shall be paramount and supe,rior to any other liens against
such p.roperty1 that the manner of enforcing any such lien shall
be provided in the by-laws of the corporation and a recorded
copy of the Artie.lea of Inoorpo.ration sh.all constitute notice
of any such assessment lien which shal.l become effective as
of the date that a.oy such assessment shall be made effective
1>y appropriate action of the Board of Directors.
-4-
. k-, . .
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ARTICLE VI
Th e ad~ss of the initial registered office of the corporatiOD
is c/o Al9in O. Trout, Gl enwood Sprinqs, Garfield County, Co.1orad~
81601, and the name of its initial registered agent at such
address i.s Alvi.n o. Trout. The business a.lld affairs of such
corporation shall be cond~cted and caxr ied on within Garfield
CoWlty, State of Colorado.
AWC&liJ yn
The number of direct.or s constituting the initia1 Board
of Directors of the c orporation is three (3) , and the names
and addresses of the persons who are to serve as the initial
dii:ectors and as incorporators, are:
N&ne
Francis E. Barger
Joseph M. Shelley
Alvin a. Tr out
Addres s
R .R. 1, Box 97
G1enwood Spri nis,
R. R. 1.1 Box 9
Gl enwood Slri.ngs,
P. o. Box 027
Glenwood S prings,
ARTICLE VlI1
Color ado 8160 1
Color ado 91601
Colorado 91601
The Board o f Directo~s shall adopt. and may amend from
time to ti.me, by-laws for the requl.ation and government of
its business and affairs and t.be issuance and transfer of mem-
bership or stock certificates.
Dated .....;..l;::..::.&loQ,l::t'>~-':.::•..:ii&W*old4~-"sl;!).J.,I ___ , 19 7 3.
~~; f; /.f~Az:
d~Jn.d4+
aL~::t~
---------
r .. . .
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ARTICLE VI
The address of the initial reqistered office of the corporation
i s c /o Alvin U. Trout, Glenwood Spri.n9a, Garfiel.d County , Colorado
8l60l, and the na:me of its initial .reqiatered agent at such
address is Alvin o. Trout. Tbe bus.uiesa and affair• of such
corporation shall. be conducted and carried on within Qarfie.ld
County, State of Colorado.
AHTI9Icl XH
The nwr.ber of directors constituting the initial Board
of Direotore of the corporation i• three (3) , and the names
and addresses of the persons who are to aervo a1 the initial
directors and as inoorporators, a:ro1
~
Francis B. Barger
Joseph M. Shelley
Alvin U. l'rout
Address
R.R. 1, Box 97
Glenwood Sprinis,
R. R. I, Box 9
Glenwood S~rinqs,
P. 6. Box 627
Glenwood Springs,
AMICLE VIII
Colorado 81601
Colorado 8160.l
Colorado 81601
The Board of Directors shall adopt, and may amend from
tilne to time, by-laws for the reqUl.ation and 9ovexnmant o.f
its buaineaa aod a.ffa.i.ra and the issuance and transfer of mem-
ber.hip or stock certificates.
•.
---·---..
·.
STATE OF COLOJlADO
ss.
COUNTY OF GARFIELD
1, i svro&. ~ .. e-ya 9 >0 -, a Notary Public,
hereby certify that Francis E. Barger
__.J .... o=-s~e_.p .... h ........ M..., ..... _.S ... h..,e-..1,_l._e_y _____ and Alvin u . Trout
known to me to be the persons whose names are subscribed to
the an'l\exed a!\.d foreqoing JUtt..lclee of Incorporation, appeaxed
before me this day in person and being by me first du1y sworn,
a cknowl.edged and declared that they each signed such Articles
o f Incorporation as h i s free and voluntary act and deed, for
the uses and purposes therein set forth and that the statements
therein contained are true.
Witness my hand and official seal.
My commission expires1 f4 C:.:..::._
..
...
ARTICLES OF INCORPORATION
DOMEST I C
NOT FOR PROFli_
FUed I n t he o!Ilce or the Secretary o!
State, of the state of Colorado, on the
26'b day of Pe~ A.O . .J.llJ.
BYRON A. ANDERSON
Secretary of Stale
Fl"ng Clerk. __ S.,_-=-•---Fees $1 O.OO
Old Age Pension Fund. ______ _
BS: Form -#4-. .
... ~------------------~-----· -· -------
llecep1.L'.:a !lo . 26:12.57 Zlla Stepb.ens . Recorder ..
..
.f. Byron A. Anderson,
QC.1 HP
N01'"VROFJ.T
~RTt:FlCA.T£ 01"
IJ'fOORPORA.TJO?<
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o/ ~:} o/ .fiie<>l'jumm<m, <U~6t;nd<uu.1~8dfu~~dt<> tk~1~ o/
tli,~ <cf~ JVonfaoo/t ~°""fl~ .s#d, idltlfJ ku. Jte~d i?r. "'6 ~®id (.(/]<8 found
w wn{,()H1/, w ~-
~~ti"~"~"-~'f!irfa6o/ti~a11~"'?* vMl.ed en w1fl '.f /oa;, ~
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------------------------CATTLE CREEK WATER ASSOCIATION ---------------------
1• C:0L0AA00 NO NPROFIT COllPOMTION)
Mid a~ta I~~ a<P~~ 0~1J?a/¥t,k; ~«k o/ ~~°M.
~/.Jt.i~-----'l\rent:Y-Sixth--,r/------Februa.rv----.d ~"f9ll__.
,.... "'";
---~-------· ~ ~ OUWJ. "Q.'"Ct:'-r, a.no 'CO -rurnisn
and supply water to the member s of tbe corporation for domestic
and other beneficial purposes as an appurtenance to certain
UTILITY REPORT
UTILITY REPORT
The applicant is requesting a land use change to allow a proposed a I 0,000 square foot
fabrication building and 4,300 square foot small contractor's yard on the existing I 0.988 acre
Parcel A, Shelton Lot Boundary Adjustment property. The only utilities currently in place to
serv ice the property are the water service and electric service .
Electric
The electric service has been adjusted to vacate the overhead electric line and easement across
the northwest corner of the property. Holy Cross bas installed a pole just east of the shared
property lin e with the Shelton Property to the west. The remaining overhead electric easement
now ends 40' into the property. An undergrow1d electric line and conduit wi ll be extended from
the power pole to the front of the fabrication building.
Water
The potable water for the property is provided by the Ca ttle Creek Water Association system
wh ich pulls water from a source along Cattle Creek. A booster pump near the bottom of County
Road 110 pumps water up to the ranches up County Road 110. The subject property is at the end
of this system. /\tire hydrant with a 3" diameter service line is lol:atedjust to the west of the
property. /\n existi ng W' diameter water service extends about 190 feet east into th e property. A
portion of this %1' diameter water service will be removed and replaced with a new%" service to
be extended into the fabrication building.
Sanitarv Sewer
The site does not have access to any existing sanitary sewer district system. The sewage
treatment from the fabrication building will be provided by installing an onsile wastewater
trnatment system (OWTS) to the southeast of the building. This location of the proposed
absorption field is higher elevation than the proposed building so sewage will need to be pumped
from the septic tank at the front of the building Lo the absorption field. The field is sized for the
6 full time employees that vvill be onsite for the operation of the fabrication building and small
contractor's yard. The bathroom within the fabrication building will service the needs of both
the contractor's yard and fabrication building.
Gas
There is no natural gas service in the area of the site . The applicant does plan on installing a
I 000 gallon propane tank on the property for use by the fabrication building.
Telephone/Fi ber Optic
The property also does not have telephone service along this section of County Road 110. Tbe
applicant does not require the service for the uses intended for the fabrication building or
contractor yard .
1 517 BLAKE AVENUE, SUITE I 01
GLENWOOD SPRINGS. CO 8160 I
97~945~676•PHONE
970·945-2555 • FAX
WWW.HCENG.COM
VACATION AND ABAN DONMENT OF EASE M ENT
This Vacation and Abandonment of Easement is made as of this 16th day
of February 2017, by Holy Cross Energy, a Colorado corporation ("Holy Cross ").
WHEREAS, Holy Cross is the beneficiary of that certain Right-of-Way Easement
recorded in Book 584 and 605 at Page 653 and 599 in the office of the Garfield
County Clerk and Recorder, Glenwood Springs , Colorado (the "Easement"); and
WHEREAS, said Easement was recorded against real property being: a parcel of
land situate ln section 7 and 8, Townsh i p 7 South, Range 88 West of the 6111 P.M
Reco rded by Reception No. 320857 and 331319 Tn the office of the Garfield County
Clerk and Recorder, Glenwood Springs , Colorado.
WHER EAS, Holy Cross desires to release , relinquish , vacate , abandon, and quit
claim all its ri ght , title and Interest In the Easement.
NOW, THEREFORE, for good and valuable consideration, the receipt and
sufficiency of which is hereby acknowledged, Holy Cross hereby releases, relinquishes,
vacates and abandons all Its right, title and interest in and to the Easement. Othe r
easement r ights, if any , In the propen:y encumbered by the above described easem ent
shall not be affected by this vacation and abandonment.
Executed this£_ day of Q?A---/tc:;!I-
'
2017.
HOLY CROSS ENERGY,
a Colorado corporation
~-z ~~,---
David Bl"?akley, VP -Engineering Department
ST/\TE OF COLORADO )
) SS.
COUNTY OF GARFIELD )
The foregoing instrument was acknowledged before me th ls ;l <f day of
l'i\~c.h. , 20 \I by Davi d Bl eakley, VP -Eng i neering Department fo r
Ho ly c;;;~;·~;~~~;~;;;:~'.~;:~;:n t-~ t ~ ~
Notary""ti
CORA E SeYMOUR 3 q 9 //., h <!(. ~ (. . '--~ J<;; ar:~J~Yc~~~WXoo 7 i Vl:M.('d :1{[1~'1)ti'-'l~S
NOTARY102omo1s 1a4 Addre s C[) , ~ ~O (
MY COMMISSION EXPIRES f2107f2020
e\V•t1U11n and Abandonmenr PLEASE RETURN TO·
HOLY CROSS ENERGY
P.O. BOX 2150
GLENWOO D SPRINGS, CO 81602
c:o-cJ~~ . __ ... __ ..
Holy Cross Energy
Glimwood Spll"lls, Col0111<!0
NOTTO SCALE
FACfUTY l0oA110NS
APPAOXIMATE
.-w@E
s
.· -· ...
.· TWO HOLY CROSS ENERGY ... -
'/-~----EASEMENTS TO BE RELEASED
RECEPTION NO. 320857 & 331319
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jEXISTING HOLY CROSS EASEMENT r REMAIN: 20' WIDE <40 LONG'
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PA RCEL NO . 239308300013
AC C O UNT: R006643
Dal e Section 08 Tovmshlp 07 South Range 88 Wes! o£the 6th P.M.
02/23/1 7 Job Name: 774 COUNTY AD. 110 POLE MOVE
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GARFIELD County
WIO ti: 22718 EXHIBIT A
DRAINAGE REPORT
DRA/JVA GE REPORT
FOR
NIELLIN PROPERTY
GARFIELD COUNTY, COLORADO
PREPA RED BY
H igh Country Engineering, I nc.
1517 B lake Avenue, Suite IOI
Glenwood Sp ri ngs, CO 8 160 I
(970) 945-8676
M ay 10. 20 17
TABLE OF CONTENTS
SECTION PAGE
I TRODUCTl O!\ ... _,
11 SOIL ...
J
111 HYDROLOGY 3
IV OFF-STE BASTNS -t
EXIST fNG BASINS 4
Vl PROPOSED BAS I NS 5
\'I I MA I NTENANCE AND O PERAT ION 6
\'ll I CONCLUS ION 6
EXHIBIT
I icinity fap (8 y·"1 r·)
., SC Soils tap (I L\:17")
J Existing Drainage Basin Map (2-f"·.:36'.)
4 Proposed Drainage Basin tap (24""x36'')
" Grading and Drainage Plan (2·.t'"x.36")
6 OAA Rainfall Table (8 Y'x l I)
Appendices
I l y drologic Compulations
• Existing Calcu lations
• Proposed Calculations
Facility Computations
• Detenti on Pond Calculations
• Swale Calculations
• Culvert Calculations
• Pond Outfall Lructure Calculations
.. 2 ..
l. lNTRODUCTlON
The site is located in Sec ti on 8 of To wnship 7 South, Range 89 West of the 6th Principal
Meridian, Garfield County Colorado . The site adjoins County Road 1 10. See the
enc losed Vicinity Map (Exhibit 1) for the property locat ion .
The 10.988-acre Parce l A of the Shelton Lot Boundary Adjustment is a property currentl y
undeveloped . There is an existing gravel driveway off County Road l 10 at the 11011hwest
comer of the property. This access will be improved to handle the proposed uses of the
property. County Road I lO has a dedicated 60 foot wide right-of-way centered on the
asbuilt location of the existing road . This right-of-way however has not been deducted
from the I 0 .98 acre parcel currently listed on the Garfield Co un ty Assessor website bu t
this drainage study will consider the property to be I 0.89 acres .
Th e primitive s· wide grave l driveway access the lower portion of the lot found at th e
northwest corner of the lot. There are also a series of primitive 4x4 trails that access the
higher prntions of the lot.
The current plan is for a I 0,00 0 square foot bui lding for us e in fabrication as we ll as a
4,300 sq uare foot sma ll contractor's yard area located o n the front side of the building.
Th e applicant is preserving the right to place a single family house on the property in the
future . This hou se wou ld be located at a higher location to the so utb of the proposed
const ru ction . This drainage study wi ll not make assumptions for this future work so the
pipe sizes, swale size s, and detention vo lu mes will need to be reanalyzed for any future
development plans .
II. SOILS
Within the project site and offsite basin analysis, there are J soil types as designated by
the United States Department of Agri c ulture Soil Conserva tion Service . Soil 6, Alm y
loam , I to 12 percent slopes, hydrau lic group B, is found at the northwest co rn er of the
lot where much of the construction will be occurin g . Soil 55, Gypsum land -Gypsiorthjds
comp lex , 12 to 65 percent slopes, hydrau l ic group D, is found and the south edge of the
proposed drainage basins. So il I 06, Tridell-Brownsto stony sandy loams , L2 to 50
percent s lopes . hydrau l ic ground B. makes to the middle of th e property and mos t of the
offsite basin to the northeast of the property A brief description of the soils has been
included on the soils map (Exhib it #1).
rn. HYDROLO GY
Th e hydro logic methods for this study are outlined in the Soil Conservation Service
(SCS) publication "Procedures for Determining Peak Flows in Colorado'' ( 1980) and the
computer program AutoCAD Hydrology TR-55 Tabu lar Method . Peak on-site flows in
this area will be primarily rainfall deri ved since the site is we ll below 8,000 foet in
e le vation _ Therefore. the storm drainage system shou ld be more than adequate to handle
' . ' -
on-site spring snowmelt runoff
The ·'forest land in poor condition" runoff curve number was used primarily when
determining the time of concentrations for each basin for sheet flow . The landscaping ,
roof, grave l, asphalt/concrete, and the native veg etation curve numbers were used to
determine composite curve numbers for the existing and proposed composite curve
numbers, Composite runoff coefficients were determined for each basin . These
calculations can be found Lil th e appendix .
Per the NOAA maps , the 2-year, 24 hour stonn event produces I I 5 inches per hour , the
25 -year , 24 hour storm produces I. 93 inches per hour, and the I 00-year 24 hour storm
event produces 2.46 i11ches per hour_
TV. OFF-SITE BASINS
One offsite basin drains to the proposed site . The runoff from offsite basin OS-J drains
from the no1thwest of the site and intersects with basin EX-2 . Offsite basin OS 1 consists
of port ions of County Road 114 , County Road 1 I 0, and vacant land . The runoff from
basin OS I combines with the runoff from basin EX-2 before draining through the site a
drainage swale along County Road 110 as the northwest corner of the property.
Refer to sheets EXOR and PRDR in the Exhibits section of this report for the offsite
basin delineation and information. Refer to table I, below for runoff information .
V. EXISTING BASINS
The existing lot ha s been broken down into two onsite basin . Basin EX-1 consists of the
high point of the property along the south property lin e. Thi s is land that will not be
developed so there is no change if the ninoff. The west portion of this basin has a high
point in the midd le and drains to the north onto the Shelton property, south , and west.
The east po11ion of this basin drains to the so uth . Basin EX-2 consists of the majority of
the prope1ty and eventually drains to the drainage ditch along the south side of County
Road 11 0 north of the property . Refer to the Hydrologic Computations section in tbe
appendices for basin characteristics and flow infonuation . Re fer to Table I, below for
runoff infonnation .
T bl 1 E .. a e . x1 s tmg an d Off. B . Cl site as m t . . iarac en st 1cs
BASfN AREA c Tc (hrs) 25-yr Peak 100-yr Peak
(acre) Flow (cfs) Flow (cfs)
OS -I 30 647 67 0.633 1.57 4 .93
EX-I 2 .161 76 0 .366 0 .59 I 16
--t. -
EX -2 8.726 68 0.5428 0 .56 1.75
Vl. PROPOSED DRAINAGE DESIGN
The proposed deve lopment of the calls for a 20 ' gravel driveway. a 10,000 sq uare foot
building. a concrete apron , retainjng walls. and a large open grave l access corridor for
parking and contractor storage .
The site has bee n broken down into three proposed onsite bas in PR-1 is the same basin as
EX -! on the south end of the property. This property is not affected by construction .
Proposed basin PR-2 encompasses the majorit y of the property inc luding a ll of the
impervious im provements to the site. T he runoff from above the const ruction area w i ll
be directed in 12" deep drainage swales around the retatn.ing wall and eve nt ual ly to the
proposed detention pond at th e no11hwest corner of the property. Th e runoff from the
bui lding and grave l driveway/parking/storage area will also be collected in 12" deep
drainage swales around the building and a long the to e of th e ret aining wal ls . A l 2"x l r
in let and culvert will convey the major it y of the runoff across the property driveway and
into the detention pond .
Proposed basin PR-3 includes a small basin along th e west prop erty lin e that ca1d be
collected in the proposed detention pond in PR-2 . Th is proposed 25-yr runoff will be
deducted from the hi storic runoff rate from EX-I.
T b l 2 P a e . ropose dB . C l asm rnracten st1c s
AR EA 25-yr Peak I 00-yr Peak
BASfN (acre) CN Tc (h r) Flow (cfs) Flow (cfs)
PR-I 2 .161 76 0.366 0.59 1.16
PR-2 3 .99 86 0.442 0 .66 1.98
PR -3 1.096 68 0.463 0 .07 0.22
The location of the detent ion pond overlaps w ith the drainage ditch a long the south side
of County Road 110. The County Road drainage ditch is completely outside of the 60 '
Garfie ld County right-of-way . Th e prop osed detent ion pond is sized to release the
hi storic runoff during the 25-yr 24-hr design stonu that was calcul ated for basi11 EX-I
minus the direct release of 0 .07 cfs from basin PR-3. That leaves a release rate of 0.48
cfs from the bottom of the pond . A pond outfall structure has been designed to allow this
flow from a 3.87 inch diameter orifice set at the bottom of the pond . A 18 inch stand
pipe wi th a grate is set at the top of the required I 0,027 cubic feet of storage to al low for
and overflow from the pond . This stand pipe is set about 5' below the d1iveway elev ation
which will allow for head above the grate . The OS-I I 00-yr 24-hr design runoff whjc h
included the County Road 1 I 0 drainage swale can easily be conveyed in this staJ1d pipe .
The outfall of the pond outfa ll structure is at the flow li ne of the existing County Road
-3-
11 0 drainage ditch on the west si de of the proposed driveway The historic runoff from
th e County Road 110 roadside ditch and the proposed development 1;vill cont inue off the
property as tbe existing location
The culveris and swales have been verified that they can pass tl1e 100-yr :!4-hr runoff
from basin PR-1
The proposed detention pond w ilJ need to be inspected and cleared of debri s after large
storm eve nts to preserve rhe detention storage \Olume All inlet s wil l a lso need to be
in . pected and c leared of debris after large stom1 even I s A II st o1111 wa ter faci li ties should
be in s pe c ted and c leaned of debris qua11erl y as well
V III. CONCLUSIO N
The design or Lhe Mellin Property drainage infrastn.1ctt11'e is to safo l y co nvey the o!Tsite
f\nd onsi te storm water through the proposed property to a detention volume srorage
location at the low corner of the property The storn1 water facility design will reduce the
offsite impacts from the runoff from the site by detaining sto rm water from onsite as v.ell
as offsite basins. T he amount of runoff th at wi ll Oov. downstream off the site \.\>ill be
reduced , thus reducing negative impacts on downstream land ov.ners and storm water
facilitie~
EXHIBITS
-7 -
HYDROLOGIC
COMPUTATIONS
-8 -
lfl lf,2-lf I <;r ~ \O. 887 Acv<'S ol"~)+c ~IA~,,,_ AvCfA.
fovcd· ~""''J Pv o"' (.,J"\t>/;fio.-. := tJ )o\l ( 66) D )a, 1(85)
)
())-/::: 10, (L/-1 A(.ve~5 ( ).Slf So·l fyff! 6 + o.o5 A(vc~ ftfc 55 +
-z_ 7. o 6 At..ve ~ )a, 1 'fyp a 1 ot )
= 8) ( o.oS/ Jo,o4-7) ~ ( 6 ( 2-9, 997 /5tJ d\'-17) + f6."~'A f<o"'el ( o.6()/;,o. tlf7) ~~
&6,.(S~crJ-: ~7
fx-1 :: -Z.,\t\ Ac:ves ( (,)J 5c;,J fyf~ SS+ a.BS 5a,) 'fyfe 106)
:: e J ( 1.11 /7_ .1 c 1 ) + ~ t 1 o. a<> 1 / -z .1 t 1 ) -=-7-G .1 1 9 c N ::: 7 t
fx-2..== 8.7L( A<-vr<i ( o,l) 501' fyre & + 'd.o Sod fyfe 100)
~ 66(1.9s9/8,7zc)-+ C~,..,e l ~~"A t5(0.1(1/8,726)-=-o7.6'7~cN-:68
P P -I -= 5 "'"" c c,..; f x -I
f((-1~ 7.610 Acv~<, ( Q.5$' )q,l 'T7p~ 6 + /,68 <)<1,) 'lyfe t6o)
= IJJ(.lh 9 e( (;,oS/1.6)) + ~oaf. 98(0.23/r.63) -4-cr~vil 9~( 0, l/ 1/1,t))-f-
~-.)<;c.e-fPi'>"'' 7d. ( o.Lf 8/1.6)) + 6'6( o,l/t/1,63):: 6?,o)
C.JJ= 6 9
P~-);: /,09( A<:vr:s (o,\g 5ai) 'f)'ft ( t-o.ciz.. s-~,1 1'yr(! to()
Le.--.J')<=~p1V1') 7?i(O. 11/1.096)-+ tt{ o,92(/t.o 9t)=o&.61-
<.rv~ t 9
f X -I ~--r:' f ~ · l is lll"" GL.. 4<4V--j ~ d J;y c,;, ..... ~ +v-,,.c. f)a'.-.
rx-L. h.1to..-1 L vl' lci:..s (' a, s 6 c.-f< lo-~ S" yv ZL/ /,,.,. &?lrs13v... rtov..r-
r~-L («.--. GIV-.~ ye/CA,~(' 0.4-9 ~1~ ft> .,.,._,,.+~,__ hrt~1<.. v.:.+c.
O.b( ck i~ -tl-.c f1rQte)<<!L'I '2.)/.,--'241 t.., ... d<'Pj.,... rfdv-,,.__
0:~~ ..... ·ho-ve1\1oo,-.~ f~i""'"~) =-1
1
ot-7 er ( 1. s 1 ~le<!r)
fe,...j """{,.II 'l~<,.,_f '.(<: f-tJ h~._.Jfr :: \OOy,,... -Z'l-).,v .:,f~...ryi.-. ft:...,,
o ) ~ 11 f ~ -z ;:;' 4 . 1 ~ c..1-... + 1. CJ El cf< :: 6-9 J c.:f. ~ Yl"I i h ( ~ 14-h~ e, t1)
BASIN os -1 TIME OF CONCENTRATION
Sheet Flow
OS-1 TC. txt
Descript i on ..................... SHEET
Manning· s n . . . . . . . . . . . . . . . . . . . . . 0. 40
Flow Length ... . . .. . . . ... .... .... 300.00 ft
Two Yr, 24 hr Rainfall .. .. . . . . . . 1.15 in
Land slope .... ... .. ......... .... 0 .20 ft /ft
Co mputed Sheet flow time ....................... > 0 .5724 hrs
shallow concentrated Flow
Description ..................... SHALLOW
surface . . . . . . . . . . . . . . . . . . . . . . . . . unpaved
Fl ow Leng th . . . . . . . . . . . . . . . . . . . . . 900. 00 ft
Watercourse Slope . . . ..... .. . . .. . 0.27 ft/ft
ve l ocity . . . . . . . . . . . . . . . . . . . . . . . . 8.3837 fps
comp u ted shallow flow t i me ..................... > 0.0298 h rs
Channel Flow
Description ..................... COUNTY ROAD DITCH
Flow Area . . . . . . . .. . . . . . . . . . .. . . . 2.250 ft2
Wetted Peri meter . . .. ....... ..... 80.40 in
Flow Length..................... 10 52.00 ft
channel slope . ....... ...... ..... 0.07 ft /ft
Manning's n . . . . . . . . . . . . . . . . . . . . . 0 . 02
Hydraulic radius ... . . .. ... ...... 4.03 in
velocity........................ 9.4975 fps
Co mputed c hannel flow time ..................... > 0.0308 hrs
••••••006AO* *« ** * *****
Total Time of concentration ......................... > 0.6330 hrs
····~··········· ***********
Page 1
OS-1 25-YR.tXt
OS -1 25 -Y R 24-HR RUNOFF
TR-55 Tabu lar Hydrograph
Input summary
Description .................... .
OS-1 25 -YR 24 -HR RUNOFF
Rainfall Distribution .......... .
Ia/P Interpolation ............. .
Total Area ..................... .
Peak Ti me ...................... .
Peak Flow ...................... .
Given Input Data:
subarea
Description
OS-1
support Data:
Messages:
Area
(ac)
30.647
Method
Type II
on
30.647 ac
12.7000 hrs
l. 57 cfs
CN
67
Tc
(hrs)
0.6330
Tt
(hrs)
0.0000
Info: Time of concentration rounded to 0.5000 hrs in row <1>.
Info: Time of Travel rou nd ed to 0.1000 hrs in row <l>.
Page 1
Rainfall
Ci n)
1.93
OS-1 100-YR.txt
OS-1 100-YR 24-HR RUNOFF
TR-55 Tabular Hydrograph
Input summary
Desc ri pti on .................... ,
OS-1 100 -YR 24-HR RUNOFF
Rainfall Distribution .......... .
Ia/P Interpolation ............. .
Total Area ..................... .
Peak Time ...................... .
Peak Fl ow ...................... .
Given Input Data :
Method
Type II
on
30.647 ac
12.7000 hrs
4.93 cfs
subarea Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) Ci n)
-------------------------------------------------------------------------------
05 -1 30.647 67 0.6330 0.0000 2.46
Support Data:
Messages:
Info: Ti me of concent r ation rounded to 0.5000 hrs in row <l>.
Info: Time of Travel rounde d to 0 .1000 hrs in row <l>.
Page 1
EX-1 TC. tXt
BASIN EX-1 -PR-1 TIME OF CONCENTRATION
sheet Flow
Description ..................... SHEET
Manning' s n . . • . . . . . . . . . . . . . . . . . . 0. 40
Flow Length ... ... . . ...... .. ..... 221.00 ft
l\vo vri 24 hr Rainfall . . . . . . . . . . l.lS io
Lands ope ...... .. . .. ... ........ 0.34 ft /ft
computed sheet flow time ....................... > 0.3625 hrs
shallow concentrated Flow
Description ..................... SHALLOW
Surface ......................... Unpaved
Flow Length . . .. . . .. . .. . .. . . . . . .. 90.00 ft
waterco ur se slope . . . . . . . . . . . . . . . 0 .18 ft/fl
Ve l ocity . . . . . . . . . . . . . . . . . . . . . . . . 6. 8 '1 5 3 fps
computed sha l low f l ow t i me ..................... > 0.0037 hrs
Total Time of concentration ......................... > 0.3662 hrs
•bvvv•••*****6******•*******
Page 1
EX-1 25-YR.t:Xt
EX-1 25-YR 24-HR RUNOFF
TR-55 Tabular Hydrograph
Input summary
oescri pti on .................... .
EX-1 25 -YR 24-HR RUNOFF
Rainfall Distribution .......... .
ra /P Interpolation ............. .
Total Area ..................... .
Peak Time ....•..................
Peak Fl ow ..................•....
Give n Input Data:
Method
Type II
on
2.161 ac
12.4000 hrs
0.59 cfs
subarea Area CN Tc Tt Rainfall
oescri ption (ac) (hrs) (hrs) Ci n)
-------------------------------------------------------------~----------------
EX-1 2 .161 76 0 .3662 0.0000 1.93
support Data:
Messages:
Info: Ti me of concentration rounded to 0.4000 hrs in t'ow <l.>.
Page l
EX-1 100 -YR.txt
EX-1 100-YR 24-HR RUNOFF
TR-55 Tabular Hydrograph
Input summary
Description .................... .
EX-1 100-YR 24-HR RUNOFF
Rainfall Di stribution .......... .
Ia/P Interpolation ............. .
Total Area ..................... .
Peak Ti me ...................... .
Peak Flow ...................... .
Given Input Data:
subarea
Descriptio n
EX -1
support Data:
Area
(ac)
2 .161
Method
Type II
on
2.161 ac
12 .4000 hrs
1.16 cfs
CN
76
TC
(hrs)
0.3662
Tt
(hrs)
0.0000
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <l>.
Page 1
Rainfall
Ci n)
2.46
BASIN EX-2 TIME OF CONCENTRATION
sheet Flow
EX-2 TC.txt
Description ..................... SHEET
Manning' s n . . . . . . . . . . . . . . . . . . . . . 0. 40
Flow Length . ... . .. ... .. . . ....... 242.00 ft
Two Yr , 24 hr Ra inf al 1 . . . . . . . . . . 1.15 in
Land slope .. . . . ... ... . ... .... ... 0.17 ft /ft
Computed Sheet flow ti me ....................... > 0.5144 hrs
shallow concentrated Flow
Description .............. ······· SHALLOW
surface . . . . . . . . . . . . . . . . . . . . . . . . . unpaved
Flow Length .. . . . .. .. . . ... .. . . ... 572.00 ft
Watercourse s l ope . .. . . . . . .. . . . . . 0.12 ft/ft
v elocity........................ 5 .5892 fps
Computed shallow flow time. ....... , ............. > 0.0284 hrs
***'***•*******************
Total Time of Concentration ......................... > 0.5428 hrs
****************************
Page l
EX -2 25 -YR.txt
EX-2 25-YR 24-HR RUNOFF
TR-55 Tabular Hydrograph
Input summary
Description .................... .
EX-2 25-YR 24-HR RUNOF F
Rainfall Distribution .......... .
Ia/P Interpo l ation ............. .
Total Area ..................... .
Peak Ti me ...................... .
Peak Fl ow ...................... .
Given Input Data:
Method
Type II
on
8.726 ac
12.6000 hrs
0. 56 cfs
subarea Area CN Tc Tt Rainfal l
Description (ac) (hrs) (hrs) Ci n)
-------------------------------------------------------------------------------
EX -2 8.726 68 0.5428 0.0000 1.93
support Data :
Messages:
Info: Time of concentration rounded to 0.5000 hrs in row <1>.
Page 1
EX-2 100-YR.txt
EX-2 100-YR 24-HR RUNOFF
TR-55 Tabular Hydrograph
Input summary
oes~~~~rl88-vR .i4~HR.RuNoFF ..... .
Rainfall Distribution .......... .
Ia/P It1terpo 1 ati on ..•......•....
Total Area ..................... .
Peak Time ...................... .
Peak Fl ow ....•..................
Given Input Data:
sub area
Description
EX-2
support Data:
Area
(ac)
8.726
Method
Type II
on
8.726 ac
12.5000 hrs
1. 75 cfs
CN
68
Tc
(hrs)
0.5428
Tt
(hrs)
0.0000
Messages:
Info: Time of Concentration rounded to 0.5000 hrs in row <l>.
Page l
Rainfall
Ci n)
2.46
BASIN PR-2 TIME OF CONCENTRATION
sheet Flow
PR-2 TC.txt
Description ..................... SHEET
Manning's n . ... .... ... .... ...... 0.4000
Flow Length . . .. . .. . ... .... ...... 252.0000 ft
Two Yr . 24 hr Rai nfa 11 . . . . . . . . . . 1.1500 in
Land slope .. . .. .... ... ... . ...... 0.0000 ft /ft
Computed Sheet flow ti me ....................... > 0.3980 hrs
shallow concentrated Flow
oescri ption . . . . . . . . . . . . . . . . . . . . . SHALLOW
surface ......................... unpaved
Flow Length . . . . . .. . . .. . . . . . . . . . . 241.0000 ft
watercourse slope . . . .. .. . . . . . . . . 0.1950 ft/ft
v elocity . . . . . . . . . . . . . . . . . . . . . . . . 7 .1248 fps
computed Shallow flow t i me ..................... > 0.0094 lir-s
channel Flow
Description ..................... DITCH
Flow Area . .. . . . . . .. ...... ... .... 2.0000 ft2
wetted Peri meter .. . .. . . . .. . . . . . . 67. 8800 in
Flow Length ... . .. .. . ..... ... ... . 177.0000 ft
channel slope . . .. ....... ........ 0.0200 ft /ft
Manning's n ... . .. .... ... .... ... . 0.0730
Hydraulic radius . ... .... ........ 4.2428 in
velocity........................ 1.4394 fps
computed channel flow tire ..................... > 0.0342 hrs
*********** • ~··· ~*~*·~* Total Time of Concentration ............•..•.... , ••.. > 0.4416 hrs
*****•••••• ········~***
Page 1
PR-2 25-YR.txt
PR -2 25-YR 24 -HR RUNOFF
TR -55 Tabular Hydrograph
Input summary
oescri pti on .•...................
PR -2 25-YR 24-HR RUNOFF
Rainfall Distribution .......... .
Ia/P Interpolation ...........•..
Total Area ..................... .
Peak Ti me ...•...•.••..•...•.••..
Peak Fl ow ...................... .
Given Input Data:
sub area
Description
PR -2
support Data:
Area
(ac)
7.63
Method
Type II
on
7.63 ac
12.400 hrs
0 .66 cfs
CN
69
Tc
(hrs)
0.442
Tt
(hrs)
0.000
Messages:
Info: Time of concentra~on rounded to 0.400 hrs in row <l >.
Page l
Rainfall
(in)
1. 93
PR-2 lOO·YR.txt
PR-2 100-YR RUNOFF
TR-55 Tabular Hydrograph
Input summary
oescri pti on .................... .
PR-2 100-YR 24-HR RUNO FF
Rainfall Distribution .......... .
Ia/P Interpolation ............. .
Total Area •.....................
Peak Time ...................... .
Peak Fl ow ...................... .
Given Input Data:
sub area
Description
PR-2
support Data:
Area
(ac)
7.63
Method
Type II
on
7.63 ac
12.400 hrs
1. 98 cfs
CN
69
Tc
(hrs)
0.442
Tt
(hrs)
0.000
Messages:
Info: Ti me of concentration rounded to 0.400 hrs in row <l >.
Page 1
Rainfall
Ci n)
2.46
BASIN PR-3 TIME OF CONCENTRATION
sheet Flow
PR-3 TC.txt
Description ..................... SHEET
Manning• s n . . . . . . . . . . . . . . . . . . . . . 0. 4000
Flow Length . . . ..... ...... .. ... .. 300.0000 ft
Two Yr. 24 hr Rainfall .. . .. . . .. . 1.1500 in
Land slope ... . . .. ........... ... . 0.3500 ft /ft
computed sheet flow time ....................... > 0.4576 hrs
shallow concentrated Flow
oescri pti on . . . . . . . . . . . . . . . . . . . . . SHALLOW
surface . . . . . . . . . . . . . . . . . . . . . . . . . Unpaved
Flow Lengt h . . .. . ... . .. .. . .. .. . .. 155.0000 ft
wate r course slope . . . . . .. . . . . . . . . 0.2300 ft /f t
v e l ocity........................ 7.7378 fps
computed Sha ll ow flow time ..................... > 0.0056 hrs
Total Time of concentration ......................... > 0.4632 hrs
***~******•••··~·~••********
Page l
PR-3 25-YR.txt
PR-3 25-YR 24 -HR RUNOFF
TR-55 Tabu l ar Hydrograph
Input summary
Description .............. , ..... .
PR -3 25 -YR 24 -HR RUNOFF
Rainfal l Distribution .......... .
Ia/P Interpolation ............. .
To t a 1 Area ..................... .
Peak Ti me ...................... .
Peak Fl ow ...................... .
Given Input Data:
subarea
Description
PR-3
support Data:
Area
(ac)
1.10
Method
Type II
on
1.10 ac
12.600 hr s
0.07 cfs
CN
68
Tc
(hrs)
0.463
Tt
(hrs)
0 .000
Messages:
Info : Ti me of concentration rounded to 0.500 hrs in row <l>.
Page 1
Rainfall
(in)
L93
PR -3 100-YR.txt
PR-3 100-YR 24-HR RUNOFF
TR -55 Tabular Hydrograph
Input summary
Description .................... .
PR -3 100-YR 24-HR RUNO FF
Rainfall Distribution .......... .
Ia/P Inte 1·polation ............. .
Total Area ..................... .
Peak Ti me ...................... .
Peak Fl ow ...•........•....•.....
Given Input Data:
subarea
Description
PR-3
support Data:
Area
(ac)
1.10
Method
Type II
On
1.10 ac
12. 500 hrs
0.22 cfs
CN
68
Tc
(hrs)
0 .463
Tt
(hrs)
0.000
Messages:
Info: Time of concentration rouhded to 0.500 hrs in row <l>.
Page 1
Rainfall
Ci n)
2.46
FACILITY
COMPUTATIONS
-I) -
DETENT10N POND.txt
DETENTION PONO STORAGE
SIZED TO MAINTAIN HISTORIC RELEASE RATE DURING THE 25-YR 24-HR STORM EVENT FROM
SITE.
Basin output
Pond Name ...................... .
Distribution Type .............. .
Frequency Type ................. .
Area ............................. .
Peak Inflow .................... .
Peak Outflow ................... .
Runoff ......................... .
Runoff Vo 1 ume .................. .
Storage Volume ................. .
Maximum Storage Elevation ...... .
Type II
1 year
7.63 ac
0.66 cfs
0.49 cfs
0.19 in
5262.08 ft3
1027.57 ft3
0.00 ft
Page 1
18PIPEORIFICESIZING.txt
18" CMP PONO OUTFALL STRUCTURE ORIFICE SIZING CALCULATION
orifice calculator
Given Input Data:
solving for .................... .
Flowrate .....•..................
coefficient .................... .
Headwater ...................... .
Tai lwater ...................... .
computed Results:
Diameter ....................... .
velocity ....................... .
Area or Diameter
0.4900 cfs o. 6100
1. sooo ft
0.0000 ft
3. 8718 in
5.9930 fps
Page .1
12DEEPSWALES.tXt
12" DEEP DRAINAGE SWALES
ALL OF B.ASIN PR-2 CAN BE HELD WITHIN THE STANDARD 12" DEEP 4' WIDE SWA LE S
channel calculator
Given Input Data:
shape ..........•...•......•.....
so 1 vi ng for .................... .
Flowrate ....................... .
slope .......................... .
Manning's n .................... .
Height .........•................
Bottom width ................... .
Left slope ..................... .
Right slope .................... .
computed Results:
Depth., ......................... .
Veloc1 ty ....................... .
Full Flowrate .................. .
Flow area ...................... .
Flow perimeter ................. .
Hydraulic radius ............... .
Top width ...................... .
Area ........................... .
Peri meter ...................... .
Percent full ................... .
Critical Information
cri ti ca 1 depth ................. .
critical slope ................. .
critical ve l ocity .............. .
Cri ti ca 1 area .................. .
critical perimeter ............. .
critical hydraulic radius ...... .
critical top width ............. .
Specific energy ................ .
Minimum energy .........•........
Froude number .................. .
Flow condition ................. .
Trapezoidal
Depth of Flow
1. 98 cfs
0.02 ft /ft
0.02
12.00 in
0.00 in
0. 50 ft/ft (V /H)
0.50 ft /ft (V/H)
6. 05 in
3.893 fps
12. 29 cfs
0. 51 ft2
27 .06 in
2. 71 in
24.21 in
2. 00 ft2
53 .6 7 in
50.43 %
6.86 in
0 .01 ft/ft
3.032 fps
0.65 ft2
30. 67 in
3. 07 in
27.43 in
0.74 ft o. 86 ft
1. 37
Supe re ri ti ca 1
Page 1
12CULVERT. tx t
12" DIAMETER CULVERT CAPACITY
VERIFICATION OF PR-2 100-YR 24 -YR STORM EVENT
culvert calculator
All calculator output should be verified prior to design use
Entered Data:
Shape .......................... .
Number of Barrels .............. .
Solving for .................... .
chart Number ................... .
sea 1 e Number ................... .
Chart Description .............. .
sca l e Descript i on .............. .
overtoppi ng .................... .
Fl owrate ....................... .
Ma nning 1 s n .................... .
Roadway Eleva ti on .............. .
r n1 et El evation ................ .
out l et Elevatio n ............... .
Diameter ....................... .
Length ......................... .
Entrance Loss .................. .
Tai lwater ...................... .
computed Results:
Headwa t:er ...................... . s 1 ope .......................... .
velocity ....................... .
circular
1
Headwater.
2
2
CORRUGATED METAL PIPE CULVER T
MITERED TO CO NrORM TO SLOPE
off
1. 98 cfs
0.02
6372. so ft
6369.00 ft
6366.84 ft
12. 00 in
72.00 ft
0.00
1.00 ft
6369.94 ft Inlet control
0.03 ft /ft
4.44 fps
Page 1
18CULVERT.txt
18" DIAMETER CMP PIPE FOR SITE AND COUNTY ROAD DRAINAGE
ONLY A COUPLE INCHES OF HEAD REQUIRED TO PASS FLOW AND 4' OF HEAD IS AVAILABLE
culvert calculator
All calculator output should be verified prior to de.sign use
Entered Data:
shape .......................... .
Number of Barrels .............. .
so 1 vi ng for .................... .
chart Number ................... .
scale Number ................... .
chart Descriptio n .............. .
ENTRANCE
sea 1 e Description .............. .
overtoppi ng .................... .
Fl owrate ............ , .......... .
Manning' s n .................... .
Roadway Elevation .............. .
Inlet Elevation ................ .
outlet Elevation ............... .
Diameter ....................... .
Length ......................... .
Entrance Loss .................. .
Tai lwater ...................... .
computed Results:
Headwater ...................... .
s 1 ope .......................... .
Velocity ....................... .
circular
1
Headwater
1
1
CONCRETE PIPE CULVERT; NO BEVELED RING
SQUARE EDGE ENTRANCE WITH HEADWALL
off
6 . 9100 cfs
0.0240
6368.0000 ft
6364.0000 ft
6361.5000 ft
18.0000 in
59.0000 ft
0 .0000
1. 5000 ft
6365.5912 ft Inlet control
0.0424 ft /ft
6.9055 fps
Pa ge 1
SOILS/GEOTECHNICAL
H-P~KUMAR
Geotechnical Engineering I Engineering Geology
Materials Testing I Environmental
5020 County Road 154
Glenwood Springs, CO 81601
Phone: (970) 945-7988
Fax: (970) 945 -8454
Email: hpkglenwood@kumarusa.com
Office Locations: Parker, Glenwood Springs, and Summit County, Colorado
SUBSOIL STUDY
FOR FOUNDATION DESIGN
PROPOSED COMMERCIAL BUILDING
PARCEL A, SHELTON LOT BOUNDARY ADJUSTMENT
COUNTY ROAD 110
GARFIELD COUNTY, COLORADO
JOB NO. 17 -7-198
APRIL U, 2017
PREPARED FOR:
URIEL MELLIN
144 CLIFFROSE WAY
GLENWOOD SPRINGS, COLORADO 81601
( uriel.mell i n@ hotmail.com)
TABLE OF CONTENTS
PURPOSE Al\'D SCOPE OF STUDY ........................................................................... -1 -
PROPOSED CONSTRUCTIO~ ···-························ ....................................................... -1 -
SITE CONDITIONS ...................................................................................................... -2-
GEOIJOGIC SE"ITlNG ........................................................................... -2-
SUBSIDENCE POTENTIAL ......................................................................................... -2-
RADlA l 'lON ........................................................................................ -3-
FIELD EXPLORATION ................................................................................................ -3 -
SUBSURFACE CONDmONS ..................................................................................... -4 -
FOUNDAT ION BEARING CONDITTONS ................................................................. -4 -
DE.SIGN RECOMMENDATIONS ................................................................................ -4 -
FOUND A TTONS ....... ................................ .. .. .. ..................................................... -4 -
FOUNDA'l ION ANO RET AThlNG WALLS ......................................................... -6 -
FLOOR SLABS. . ............................................................................................... -6 -
UNOERDRA l'J SYSTEM ......................................................................................... -7 -
SURFACE DRAINAGE ............................................................................................ -7 -
PERCOLATJON TESTING ..................................................................... -8-
L1MITA1'JONS ............................................................................................................... -8 -
rLGURE l -LO CA TION OF EXP LORATORY BORINGS AND PROFILE PITS
PIGURI:. 2 ·LOGS OF EXPLORATORY BORINGS AND PITS
FIGURE J · LEGEND AND NOTES
FlGURES 4 and 5 -SWELL-CONSOLIDATION TEST RESULTS
FIGURE 6 -USDA GRADATION TEST R.ESl LTS
TABLE I· SLMMARY OFLABORATOR'\ TEST RESULTS
TABLE 2 -PERCOLATION TEST RESULTS
H-P KUMAR
Proiect No 17-7-198
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed commerc ial building to be
located at Parcel A, Shelton Lot Boundary Adjustment, County Road 110, Garfield County,
Colorado. The project site is shown on Figure 1. The purpose of the study was to develop
recommendations for the foundation design. The study was conducted in accordance with our
proposal for geotecbnical engineering services to Uriel Mellin dated J anuary 30, 2017.
A field exploration program consisting of exploratory borings was conducted to obtain
information on the subsurface conditions. Samples of the subsoils and bedrock obtained during
the field exploration were tested in the laboratory to determine their classification ,
compressibility or swell and other engineering characteristics. The results of the field
exploration and laboratory testing were analyzed to develop recommendations for foundation
types, depths and allowable pressures for the proposed building foundation. This report
summarizes the data obtained during this study and presents our conclusions, design
recommendations and other geotechnical engineering considerations based on the proposed
construction and the subsurface conditions encountered. Percolation resting was conducted to
evaluate septic sys tem feasibility.
PROPOSED CONSTRUCTION
The proposed commercial building will be a tall one-story metal frame and sided structure with
slab-on-grade floor. Grading for the structure is assumed to be relatively minor with cut and fill
depths between about 4 to 8 feet. We assume relatively light foundation loadings, typical of the
proposed type of construction.
If building loadings, location or grading plans change significantly from those described above,
we should be notified to re-evaluate the recommendations contained in this report .
H-P~KUMAR
Project No.17-7·198
-2 -
SITE CONDITIONS
The property was vacant of structures and free of snow cover at the time of our field exploration.
Several dirt trails cross the property. Vegetation consists of grass and weeds in the building area
and a pi non and juniper forest with sage brush in the uphill surrounding area. The ground
surface bas been disturbed in the building area and the site partially leveled with fill placed on
the western part of the site. The ground surface slopes down to the west at a grade of about 12
percent in the building area. Several drainage swales are located south and southeast of the
building area.
GEOLOGIC SETTING
The site is located in the eastern part of the Roaring Fork River valley and north of the Cattle
Creek drainage at an approximate elevation of 6400 feet. Outcrops of Eagle Valley Evaporite
are visible on the surrounding hillsides. The Evaporite is overlain by basalt flow deposits in
areas to the east of the property. Geologically young faults are not located in the project vicinity.
The closest geologically young faults capable of producing large earthquakes, are in rhe northern
section of the Sawatch fault zone in the Rio Grande Rift about 55 miles to the northeast.
SUBSIDENCE POTENTIAL
The Eagle Valley Evaporite is presenl in the project area and surrounding hillsides. It is made up
of gray and tan , gypsum and anhydrite with interbedded siltstone, claystone, and dolomite. Tile
gypsum and anhydrite are soluble in fresh water. The siltstone varies from cemented and hard to
non-cemented but ftrrn. The dolomite is cemented and hard. The bedding structure is convoluted
because of flow deformation in the plastic gypsum and anhydrite. Joints are commonly present in
the siltstone and dolomite. Because of their plasticity , the gypsum and anhydrite are massive and
have no joints. Due to the soluble nature of gypsum and anhydrite, subsurface voids and
sinkholes are sometimes present in areas underlain by the Eagle Valley Evaporite in western
Colorado.
No evidence of subsidence or sinkholes was observed on the property or encountered in the
subsurface materials, however, the exploratory borings were relatively shallow, for foundation
H-P%KUMAR
Project No. 17·7·198
-3-
design only. Based on our present knowledge of the subsurface conditions at the site, it can not
be said for certain that sinkholes will not develop. The risk of future ground subsidence at the
site throughout the service life of the structure, in our opinion is low, however the owner snould
be aware of th e potential for sinkhole development. If further investigation of possible cavities
in the bedrock below the site is desired, we sb.ould be contacted.
RADIATION
The project si te is not located on geologic deposits that would be expected to have high
concentrat ion of radioactive minerals. However, there ls a potential that radon gas could be
present in the area. It is difficull to assess future radon gas concentrations in buildings before the
buildings are constructed. Testing for radon gas levels could be done when the structure h as
been completed. New builclings are often designed with provisions for ventilation of lower
enclosed al.'eas should post construction testing show unacceptable radon gas concentration.
FIELD EXPLORATION
The field exploration for the builcling foundation was conducted on March 23, 2017. Two
exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface
conditions. The borings were advanced with 4 inch diameter continuous flight augers powered
by a cruck-mounted CME-4SB drill rig. The borings were logged by a representative of H-P/
Kumar.
Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was driven
mto the subsoils al various depths with blows from a 140 pound hammer falling 30 inches. This
test is similar to the standard penetration test described by ASTM Method D-1586. The
penetration resistance values are an indication of the relative density or consistency of the
subsoil~ and hardness of the bedrock. Depths at which the samples were taken and the
penetration resistance values are shown on the Logs of Exploratory Borings and Pits, Figure 2.
The samples were returned to our laboratory for review by the project engineer and testing.
H·P"1 KUMAR
Project No. 17-7-198
-4-
SUBSURFACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the sice are sbown on Figure 2. Tbe
subsoils consist of about 4 to 8 feet of stiff, sandy sill and clay overlying weathered claystone/
siltstone transitionmg to hard claystone/siltstone bedrock with deplh.
The silt and clay soil and weather ed claystone/siltstone were calcareous and contained
considerable gypsum_ Laboratory testing performed on samples obtained from the borings
included natural moisture content, dens ity and percent finer then sand size gradation analyses.
Resu lts of swell-conso li dation testing performed on relatively undisturbed drive samples of the
silt and clay soils and weathered claystone/siltstone, presented on Figures 4 and 5, indicate low
to moderate compressibility under conditions of loading and wetting with generally a low hydro-
compression potential under light loading. The laboratory testing is summarized in Table 1.
No free water was encountered in the borings al the time of drilling and the subsoils were
slightly moist.
FOUNDATION BEARING CONDITIONS
The sandy sill and clay soils encountered at typical shalJow foundation depth tend to settle when
they become welted. A shallow foundation placed on the sandy silt and clay soils will have a
high risk of settlement if the soils become wetted and care should be taken in the surface and
subsurface drainage around the buil ding to prevent the soils from becoming wet. The building
excavat ion will also transition into weathered claystone/siltstone increasing the variable bearing
conditions. It will be critical to the long term performance of the structure that lhe
recommendations for surface drainage and subsurface drainage contained in thi s report be
followed. Fill placed for foundation and slab support should consistc; of a granular structural
material such as road base.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory borings and the nature of
the proposed construction, the building be founded with spread footings bearing on the natural
H-P~l<UMAR
Project No . 17-7-198
-5 -
clays tooe/s iltstone or structural fill with a settlement and building dhtress risk. Extending the
foundation down into the bard bedrock could be used to achieve a l ow foundation sectlemem
potential such as with drilled piers.
The design and construction criteria presented below should be observed for a spread footing
foundation system.
1) Footings p laced on the undismrbed claystone/siltstone or structural fill should be
designed for an allowable bearing pressure of 2,000 psf. Based on experience, we
expect initial settlement of footings designed and constructed as discussed in this
section will be about 1 inch or less. Additional settlement of about 1 inch could
occur if the bearing soils are wetted.
2) The footings should have a minimum width of l8 inches for continuous walls and
24 inches for isolated pads.
3) Exterior footings and footings beneath unheated areas should be provided with
adequate soil cover above their bearing elevation for frost protection. Placement
o f foundations at least 36 inches below exterior grade is typically used in this
area .
4) Continuous foundation walls shou)d be heavily reinforced Lop and bottom to span
local anomalies such as by assuming an unsupported lenglb of at least 12 feet.
Foundation walls acting as retaining structures (1f any) should also be designed to
resis1 a lateral earth pressure con-esponding lo an equivalent fluid unit weight of at
least 55 pcf for the onsite soils as backfill .
5) All existing fill, topsoil. at least 3 feet of the natural s ilt and clay so il and any
loose or disturbed soils should be removed down lO the undisturbed soils or
claystone/siltstone. The ex.posed soils in fooling area should then be moisrened
and compacted. Srructural fill shouJd be placed in uniform thin lifts and
compacted to at least 98% of standard Proctor density al near optimum moisture
content.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
H-P~KU MAR
Proiect No. 17·7·198
-6-
FOUNDATION AND RETAINING WALLS
All foundation and relaimng structures should be designed for appropriate hydrostatic and
surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The
pressure recommended above assumes drained conditions behind the walls and a horizontal
backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will
increase the lateraJ pressure imposed on a foundation wall or retaining structure. An underdrain
should be provided to prevent hydrostatic pressure buildup around beJow grade areas and behind
relnining walls.
Backfill should be placed in uniform lifts and compacted to ar least 90% of the maximum
standard Procmr density al a moisture content near optimum. BackftJl placed in pavement and
walkway areas should be compacted to at least 95% of the maximum standard Proctor density.
Care should be taken not to overcompact che backfill or use large equipment near the wall, since
this could cause excessive lateral pressure on the waU. Some settlemenl of foundation wall
backntl should be expected, even if the material is placed correctly. and could result in dJstress lo
facilities constructed on lhe backfill. Fill placed against the sides of the footings to resist lateral
loads sho uld be compacted Lo at JeasL 95% of the maximum standard Proctor density at a
moisture content near optimum.
FLOO){ SLABS
The natural on-site soils, exclusive of topsoil, or structural fill can be used to suppon lightly
loaded s lab -on-grade construction with a risk of settlement and distress similar to below shallow
footings. To reduce the effects of some differential movement, floor slabs should be separated
from aJI bearing walls and columns with expansion joints which allow unrestrained vertical
movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking.
The requiremencs for joint spacing and slab reinforcement should be established by the designer
based on experience and the intended slab use . A minimum 4 mch layer of relatively well
graded sand and gravel such as road base shouJd be placed beneath slabs for support. This
material should consist of minus 2 inch aggregate with al least 50% retained on the No. 4 sieve
and less than 12% passing the No. 200 sieve.
H..P~l<UMAR
Project No. 17-7-198
- 7 -
All fill materials for support of floor slabs s hould be compacted to at least 95% of ma.xi.mum
standard Proctor density ac a moisture content near optimum. Required fill can consist of the on-
site soils devoid of vegetation, topsoil and oversized rock
UNDERDRAlN SYSTEM
rt is our understanding the finished floor elevation at the lowest level is at or above the
s urrounding grade. Therefore, a foundati on drain system does not appear requfred. It bas been
our experience in the area and where bedrock is shallow Lhat l ocal perched groundwater can
develop during times of heavy precipitation or seasonal runo ff. Frozen ground during spring
runoff can create a per ched condition. We recommend below-grade construction , such as
retaining walls, crawlspace and basement areas, be protected from welling and hydrostatic
pressure buildup by an underdrain and wall drain system.
1f the finished floor elevation of the proposed struct ure has a floor level below the surrounding
grade, we should be contacted to provide recommendations for an underdrain system. All earth
rerainlng structures should be properly drained.
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and maintained at all
limes afler U1e commercial building has been completed;
I ) In undation of the foundation excavati ons and underslab areas should be avoided
during construction.
2) Exterior backfill should be adjusted to near optimum moisture and compacted to
at least 95% of the maximum standard Proctor density in pavement and s lab areas
and to at least 90% of the mrutimum standard Proctor density in landscape areas.
3) The ground surface surrounding Lhe exterior of the building shou ld be sloped to
drain away from the foundalion in all directions. We recommend a minimum
slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of
2¥2 inches in the first 10 feel in paved areas. Free-draining wall backfill should be
covered with filter fabric and capped with a bout 2 feet of the on-site soils to
reduce surface water infiltration.
H-P~KUMAR
Project No. 17-7-198
-8 -
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
5) Landscapi ng which requires regular heavy in·igation should be located at least 10
feet from fo undation walls. Consideration should be given to use of xeriscape to
reduce the potential for wett ing of soils below the building caused by irrigation.
PERCOLATION TESTING
Percolation tests were conducted on March 29, 2017 to evaluate the feasibili t y of an infiltration
septic disposal system at the site. Two profile pits and three percolation holes were dug at the
locations shown on Fig. l . The test holes were hand dug at the bottom of shallow backhoe pits
and were soaked with water one day prior t o testing . The soils exposed in the percolation holes
are similar to those exposed in the P rofile Pi ts shown on Fig. 2 and consist of sandy silty silt and
clay overl ying weathered to bard claystone/siltstone bedrock .
Results of a gradation analysis performed on a sample of sandy loam (minus 1 !12 inch fraction)
obtained from the profile pit at the site are presented on Figure 6. The soil classification based
on gradation analysis and percolation testing is Type 2. No free water or evidence of seasonal
perched water was observed in lhe pits at the time of excavat ion and the soils were slightly
moist. The percolation test results are presented in Table 2.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical engineering
principles and practices in this area at this time. We make no warranty either express or implied.
The concJusions and recommendations submitted in this report are based upon rhe data obtained
from the exploratory borings drilled and pits dug at the locations indicated on Figure 1, the
proposed type of construction and our experience in the area. Our services do not include
determining the presence, prevention or possibility of mold or other biological contaminants
(MOBC) developing in the future. lf the client is concerned about MOBC, then a professional in
this special field of practice should be consulted. Our findings include interpolation and
extrapolation of the subsurface conditions identified at the exploratory borings and pits and
variatjons in the subsurface conditions may not become evident until excavation is performed. If
H-P%1<UMAR
Project No. 17·7·198
-9-
conditions encou ntered during construction appear different from those described in this report,
we should be notified so that re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes. We are not
responsible for technical interpretations by others of our information. As the project evolves, we
should provide continued consultation and field services during construction to review and
monitor the implementation of our recommendations, and to verify that the recommendations
have been appropriately interpreted. Significant design changes may require additional analysis
or modifications to the recommend ations presented herein. We recommend on-site observation
of excavations and foundation bearing strata and testing of structural fill by a representati ve of
the geotechnical engineer.
Respectfully Submitted,
Louis E. Eller
Reviewed by:
LEE/kac
cc: John Taufer (jk~QQt~~~
Brian Kurtz (kurtzengineering@yahoo.com)
H-P~KUMAR
Proiect No 17-7-198
PARCEL A
SHELTON LOT
BOUNDARY
ADJUSTMENT
COUNTY ROAD 110
)
~PROFILE PIT 2
~-. A P3 \ f ~P2 ....... r1~ .)_.,! f ~OFILE PIT 1
.......
60 120
APPROXIMATE SCALE-FEET
~
ti
l
%
0
~ ~
d
i
'-: ·i
GORING 1 BORING 2
£L.. 6371' EL 6385'
~
18/12
WC=5.9
00=87
-200=69
UllO 30/12
WC=7.t
fF'=6378.5' 00=112 -------------------
u1a
070
tlH
14/12
WC=6.2
00=105
12/12
WC=&.2
00=1 rn
-200=86
25/12
WC=6 .6
00=105
56/12
59/12
24/12
WC=B.9
00 =116
48/12
8.!/12
PROFILE PIT I PROflL£ PIT 2
EL 6'10' (L 6405'
USS 0
CRAVEL=6
SAND=47
-, SILT=33
I CLAY=l~
f5110 5
,375 10
t
UJ
'-
6370 15 I l:i ::c >-'"' 0. lo. w I 0 %
0
i=-g
.....
6J6S u 20
6360 25
6355 30
~1 1---------..-------------1 d{ 17-7-198 H-P ~l<UMAR LOGS OF EXPLORATORY BORINGS AND PITS Fig. 2 f~L-~~~~~....L.~~~~~~~~~--L~~~~~~~~~~~~~~~~~~~l--~~----1
LEGEN D
[.71 SILT AND CLAY (Ml-CL); SANDY, STIFF. SUGHTU MOIST, LIGHT BROWN . GYPSIFEROUS AND
~CALCAREOUS FRIABLE.
1/1 WEATHERED CLAYSTONE/SILTSTONE; FIRM TO MEDIUM HARO, SLIGHTLY MOIST TO MO IST, MIXED [LJ BROWN. GYPSIFEROUS AND CA LCAREOUS.
I CLAYSTONE/SILTSTONE BEDROCK; HARD, SLIGHTLY MOIST, MIXED LIGHT BROWN TO GRAY .
EAGLE VALLEY EVAPORffE .
p RELATIVELY UND ISTURBED DRIVE SAMPLE; 2-INCH l.D. CALI FORN IA LINER SAMPLE.
~] DISTURBED BULK SAMPLE.
/ DRIVE SAMPLE BLOW COUNT. INDICATES THAT 14 BLOWS OF A 140-POUNO HAMMER 14 12 FALLING 30 INCHES WERE REQUIRED TO DR IVE THE CALIFORNIA SAMPLER 12 INCHES .
NO TES
1. THE EXP LORATORY BORINGS WERE DR ILLED ON MARCH 23, 2017 WITH A 4-INCH DIAMETER
CONT INUOUS FLIGHT POWER AUGER. THE PROFI LE PITS WERE EXCAVATED ON MARCH 29, 2017
WITH A MINI EXCAVATOR .
2. THE LOCAT IONS Of THE EXPLORATORY BORINGS AND PROFILE PITS WERE MEASURED APPROXIMATELY
BY PACING FROM FEATURES SHOWN ON THE SITE PLAN PROVIDED. THE BUILDING AND SEPTIC
DISPOSAL AREAS HAD BEEN STAKED BY OTHERS .
3 . THE ELEVATIONS OF THE EXPLORATORY BORINGS AND PROF ILE PITS WERE OBTAINED BY
INTERPOLATION BETWEEN CONTOURS ON THE SITE PLAN PROVIDED.
4. THE EXPLORATORY BOR ING AND PROFILE PIT LOCAT IONS AND ELEVATIONS SHOULD BE CONS IDERED
ACCURATE ONLY TO THE DEGREE IMPLIED BY THE METHOD USED.
5. THE LINES BETWEEN MATER IALS SHOWN ON THE EXPLORATORY BORING AND PIT LOGS REPRESENT
THE APPROXIMATE BOUNDARIES BETWEEN MATER IAL TYPES AND THE TRANSITIONS MAY BE GRADUAL.
6. GROUNDWATER WAS NO T ENCOUNTERED IN THE BORINGS AT THE TIME OF DRILLING OR EXCAVAT ING .
7 . LABORATORY TEST RES UL TS:
WC = WATER CONTENT (%) (ASTM D 2216);
DD = ORY DENSITY (PCF) (ASTM D 22 16);
-.200= PERCENTAGE PASSING NO. 200 SIEVE (ASH~ D 1140);
GRAVEL = PERCENT RETAINED ON NO . 10 SIEVE
SAND = PERCENT PASSING NO . 10 SIEVE ANO RETAINED ON NO. 325 SIEVE
SILT = PERCENT PASSING NO. 325 SIEVE TO PARTICLE SIZE .002MM
CLAY = PERCENT SMALLER THAN PARTICLE SIZE .002MM.
1~ ~~...__1 _7-_7_-_1_9s__.l_H_-_P_~_KU __ M_AR _ _.....l ____ LE_G_EN_D_A_N_D_N_o_r_Es ___ _.....l_F_ig_. _3__.
I
.t
i
ii
I
1
l z I+ "" :-~
-x ..._,
0
..J
...J
l.IJ :r:
VI -1
z
0 -2 ~ 0
:J 0
VI -3 z
0 u
-4
-5
-~
-..J
0
::l
UJ
~ -1 Vl
z
0 -2 ~ < 0
:J
0
Vl -3 z
0
0
-4
,I I 0
,I 1.0
SAMPLE OF: Sandy Silt ond Clay
FROM: Boring 1 0 2.5'
WC = 6.2 %, OD = 105 pcf
ADDITIONAL COMPRESSION
UNDER CONSTANT PRESSURE
DUE TO WETTING
APPLIED PRE'SSUR£ -KSr ID 100
SAMPLE OF: Weolhered Cloyslone/Siltsione
FROM: Boring 1 0 1 O'
WC = 6.6 "· DD = 105 per
APPU£0 PRtsSURE -KSr ID
ADDITIONAL COMPRESSION
UNDER CONSTANT PRESSURE
DUE TO WITTING
IOD
ll 1--17---7---1 -98--....-H---p-~-KUMA---R---.--S-W_E_L-L--C-O-N-SO-L-ID-A-Tl-O-N -T-E-ST-R-ES-U-L-TS--Fi-g -. -4 -1
$.
i
E
i
l j
~I
.......
~ ......
ci
~
(I)
'Z
0
i=
<t c :::;
0 (I)
z
0 u
-~
'-"
_J
_J
UJ
~
(I)
z
0
i=
<t c :::;
0
(I)
'Z
0 u
0
-1
-2
-3
0
-1
-2
-3
SAMPLE OF: Wenlhered Cloystone/Sillstone
FROM: Boring 2 0 5'
WC = 7 .1 ~. DD = 112 pcf
1-i--~I ~I l--'------1 -------f--l~i _J 1 _I I 11 ! !
I 1111 I I _Li ADDITIONAL CO MPRESSION
-
-,_ -~ ~
-
I
.I
L
·'
! ~_..;.--UNDER CONSTANT PRESSURE
---~ I DUE TO WETTING
l'q I
--~~
I
I
I I
I i
11 I
1.0
I I -'If
1.0
""'-r---,.
I ·-
I -: I
I r I -m I
AJ'PUED PRESSURE -!<Sf" 10 100
l SAMPLE OF: Weather ed Cloyslone/Sillslone
FROM :
WC=
Boring 2 0 1 O'
8 .9 "· DD = 1 1 6 per
ADDITIONAL COMPRESSION
UNDER CONSTANT PRESSURE
DUE TO WETIING
APPUCO PRESSUR£ -KSf 10 100
H 17-7-198 H-P ~KUMAR SWELL-CONSOLIDATION TEST RESULTS Fig. 5 l}L-~~~~-'-~~~~~~~~~~--L~~~~~~~~~~~~~~~~~-'-~~~ ....
. .
HYDROMETER ANALYSIS SIEVE ANALYSI S
45~N TIME READI NG S I US. STAN DAR D SERIES I CLEAR SQUARE OPENINGS I 7HA 1 MI N. 0 24HA 15 MIN. 60MIN.1 9 MIN.4 MIN . &325 .11140 #60 #35 #18 il t O jl~ 3 /5" 3 /4" 1 112" 3 " 5"6" a" 100 --~ --
~ .........-
10 /-90
20 I
I 80
30 70
I --
Cl (!) w z 40
I 60 z
< iii
I-V> w <(
a:: Cl.
I-50 50 I-z I z w w
(.) I u a:: a::
w w
a. j -14.
60 v 40
70 / 30 v
/
80 20 v ~
90 10
100
001 002 005 009 019 045 .106 025 500 100 200 4 75 95 190 375 762 152 203 °
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY I SILT I v ANE' I F NE I ~ I COARSE IV COAASEI SMAU. I
GRAVEl I ccea.es MEllPJM I LARGE
GRAV EL 6 % SAND 47 % SI LT 33 % CLAY 14 %
USDA SOIL TYPE: Sandy Loam FROM: Profil e Pit 2 @ 2'-3'
17-7-198 H -P~KU MAR USDA GRADATION TEST RE SULTS Fig. 6
H-P~KUMAR
TABLE 1
SUMMARY OF LABORATORY TEST RESULTS
Project No. 17-7-198
SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT USDA SOIL TEXTURE SOIL OR
MOISTURE DRY PASS ING BEDROCK
BORING DEPTH CONTENT DENSITY GRAVEL SAND NO. 200 GRAVEL SAND SILT CLAY TY PE
SIEVE
(ft) ("kl (pcf) (%) l'Y•> (%) (%) (%) (%)
1 2 112 6.2 105 Sandy Silt and Clay
5 6.2 110 86 Sandy Sill and Clay . Weathered 10 6.6 105 Clays to ne/ Siltstone
2 2 '12. 5.9 87 69 Sandy Silt and Clay
5 7 .1 112 Weathered
Claystone/Siltstone
10 8.9 116 Weathered
Cl a~stone/Siltstone
P ro file 2 to 3 6 47 33 14 Sandy Loam Pit 2
HOLE NO. HOLE
DEPTH
(INCHES)
P-1 15
P-2 37
P-3 32
H-P~KUMAR
TABLE 2
PERCOLATION TEST RESULTS
LENGTH OF WATER WATER
INTERVAL DEPTH AT DEPTH AT
(MIN) START OF ENO OF
INTERVAL INTERVAL
(INCHES) (INCHES)
5 7Y. sa;.
6% 611.
6Y4 6
6 5%
Water added 6 '/• 6
6 S"S/.
~!. 5'/.
5 '/. 5
5 5 4'%
4% 4 Y:r
4 1/a 4
Water added 5 4%
4'/.o 4 Y:r
4 1/a 4 '1.
4'/. 4
4 3"/.
5 5 43/.
4•;.. 4'/.
4"1. 3a;.
Water added 4 % 4'/.
4'/• 4
4 3%
3 a1. 3 Y2
3 ~ 3 '.4
PROJECT NO. 17-7-198
DROP IN AVERAGE
WATER PERCOLATION
LEVEL RATE
(INCHES) (M IN.llNCH)
%
%
y.
%
114
y.
%
Y. 15
y.
y.
Va
y.
'/.
y.
y.
y. 20
y.
1/2
'12
'/~
•;..
'/.
y.
y. 20
Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked
on March 29 , 2017. Percolation tests were conducted on March 30, 2017. The
average percolation rates were based on the last three readings of each test.
TRAFFIC REPORT
TRAFFIC REPORT
FOR
UELL/1\' PROPER7T
FABRJC~TIO\ Bl'ILDl\G,
SA!ALL STORAGE l '1RD,
AND FUTURE SINGLE FA~llL l'' UNIT
GARFIELD COUNT>', COLORADO
PREPl\RED FOR .
LneJ \lelhn
144 Clift Ro"e \Va~
Glem\Ood (\pnngs CO 816tJI
PREPARhD B'I
High Country Engineering. I nc
1517BlakeAvcnue. u1tc IOI
Glenwood Springs. CO 8160 I
(970) Q45-8o7b
\ tav 5. 20 I 7
HCE JOB 'l-\:fBER 2161 l:l 00
TABLE OF CONTENTS
SECTION PAGE
J_ SITE L O CATION 3
Tl. DESCRIPTION OF SITE ')
.)
Ill. EXISTING ACCESS 4
I V . EXJSTTNG TRAFFTC GENERA Tl ON 4
v . PROPOSED TRAFFIC GENERATION 4
VL PARKING REQUIREMENTS 5
VII . CONCLUSIONS 6
VTII . REFERENCES 6
EXHIBITS :
I . V icinity Map (8.5'' x 11 ")
2 . Parking Plan
Page2
j :/sdskproj/216/ 181 J/wo rcl!Traliic lmpacl Report
J. S it e Location
The site is located in Section 8 of Township 7 South, Range 89 West of the 6th Principal
Meridian, Garfield County Colorado. The site adjoins County Road 110 .
The roost direct access to State.Highway 82 is from the Cattle Creek Road (County Road 113)
inte r sect ion . The traffic on County R oad 110 splits north off from the County Road 113 a few
feet east of Highway 82. The project is located approximately 0.8 miles from Highway 82 .
The alternative access from Highway 82 is from the intersection of County Road 114 and
Highway 82. The intersection of County Road 114 and County Road 11 O is approximately l.5
mil es from the Highway 82 intersection. The property is 0.4 miles from the intersection of
County Road 114. This adds up to a 1.9 mile trip from Highway 82.
The two access points on Highway 82 are approximately 1.2 miles apart. The trip length
coming from the north is 1.9 miles from the Highway 82 and County Road 114 intersection
using County R oad I 14and 2 .0milesusingtheCounty Road l IOintersection Thelriplength
coming from the south is 0 .8 miles from the Highway 82 and County Road 113 intersection
using County Road l LO and 3 . l miles using the County Road 114 intersection.
It is reasonable to assume all of the trip generated traffic to and from the south will use the
Cattle Creek intersection and all of the the trip generated traffic to and from the north w ill u se
the County Road I J 4 intersection on H ighway 82 due to the traffic signal and better road
conditions in place from the County Road I 14 side. Large de livery trucks will likely use the
County Road 114 route due to the narrow and steep portions of County Road 110 as it cl imbs
up to the subject property .
ll. Description of Prope rty
The 10.988-acre P arcel A of the Shelton Lot Boundary Adjustment is a property currently
undeveloped . There is an existing gravel d1iveway off County Road 110 at the northwest
corner of the property. T his access will be improved to handle the proposed Llses of the
property County Road 110 has a dedicated 60 foot wide right-of-way centered on the asbuilt
location of the existing road. This right-of-way however has not been deducted from the
I 0 .98 acre parcel currently listed on the Garfield County Assessor website.
T he primitive 8' wide gravel driveway access the lower portion of the lot found at the
northwest comer of the lot There are also a series of primitive 4x4 trails that access the
higher portions of the lot.
The current plan is for a 10 ,000 square foot building for use in fabrication as well as a small
contractor's yard area located on the front side of the building. The builcling will provide a
commercial use and will eventually provide work for a maximum of 6 full time employees
once in full operation .
Page 3
j ./sdsb.1Jroj/2 I 6/ l 813/word/Traffic Impact Report
The applicant is preserving the right to pJace a single famil y house on the property in the
future. This house would be located at a higher location to the south of the commercial
element. The trips for this house would also come from same the commercial access point on
County Road 110 .
rn. E xisting Access
The location of the access on County Road 110 will be preserved . However, the width and
grades will be revised in order to fill in the I ow draw below County Road 110. This will allow
the driveway to climb so that the amount of cut on the site is reduced and a future driveway to
a single family lot can also reduce cuts and grades. This will also allow lhe driveway to meet
current County Road access requirements for grade.
TV. Existing T r affic Gen era tion
The re is no traffic generated by the subject property is its current undeveloped state
The traffic along County Road l IO and County Road 114 was studied back in 2013 in a traffic
study prepared by the engineering fim1 HOR This report is public record as part of a Garfield
County and Riv er Edge Colorado funded study for the intersecting County Roads along
portions of Highway 82. The report has ca 11 ed '"Traffic Operations/ Access Assessment Catt I e
Creek Metropolitan District" revised December 2013 . This study made a number of
projections of future traffic growth but for the purpose of this traffic analysis we will just use
the existing January 2013 counts that were adjusted for peak summer traffic by a factor of
I .26. These numbers were then adjusted for an annual groiNth iu background traffic for a
projected growth factor that also happens to be 1.26 for a 20-yr projection based on the CDOT
Online Transportation lnfonnation System future traffic projections for this section of
Highway 82 .
The study established a peak hour traffic driving up County Road JI 0 of25 AM and 35 PM
and a peak hour traffic of 30 AM and 30 PM driving down Cow1ty Road 110. The 20-yr
projection of peak hour traffic driving up County Road 110 of'.32 AM and 44 PM and a peak
hour traffic of 38 AM and 38 PM diiving down County Road l I 0
The study established a peak hour traffic driving up Cow1ty Road 11 4 of I 5 I AM and 143 PM
and a peak hour traffic of 143 AM and 2 2 9 P-M driving down County Road 114 . The 20-yr
projection of peak hour traftic driving up County Road 114of190 AM and 180 PM and a
peak hour traffic of 180 AM and 289 PM driving down Co unty Road 114.
V. Proposed Traffic Generation
The proposed I 0 ,000 square foot fabrication building when in full operation will be open
7AM-6PM Monday through Friday. The property will not be providing any direct sales or
c ustomer access for the fabrication building. The operators expect to have a cap of6 FuJI time
employees with no carpooling and l delivery of materials to the site (2 trips) per week. It will
also be assumed that 33% of the employees will make a trip north to Glenwood Springs for
Page.+
j :/sdskproj/2 l 6/18 11/wordff raffic l.mpact Repo11
lunch or to run a midday errand . This converts to an Average Daily Trip on a typical weekday
of l 8 total trips generated ( 12 from the Hwy 82/County Road I 14 intersection and ( 6 from the
Hwy 82/County Road 110 intersection). This is a net increase of 18 trips due to the existing
vacant lot generating zero trips. The small contractor yard will have the mixture of the sam e
employee traffic involved with the fabrication building so no additional trips counts have been
added. The future single family house will also add approximately 10 trips on an average
weekday based on the 1TE manual with a similar assumed clistribution of 50% north and 50%
south.
This creates a total of 28 trip average daily volume once the lot is completely developed and
operational. Table 7-107 from the Garfield County Land Use and Development Code puts the
req ui red access road in in the semi primitive category. The Size Driveway requires a 2 8-foot
wide lanes and 2 ' shoulders. This is the proposed driveway section that is proposed in the
design drawings up to the future split of the single family house driveway .
The traffic generation for peak hour using the ITE manual for a single family house and a
m anufacturing facility by numbet of emloyees :
Fabrication Building: (0.4x6) Trips AM Peak Hour and (0 .37x6) Trips PM Peak H our
Single Family House: (0 .77x l) Trip AM Peak Hour and 1 02 PM Peak Hour
Total · 3 .17 Trips AM Peak Hour and 3 .24 Trips PM Peak Hour
Half of these trips will be coming from the west and half from the east so the total
additional l .5 8 Trips (2) AM Peak from east as well as west. l .62 T rips (2) PM P eak
from east as well as west
The impact on the portion of Coumy Road 114 is as follows:
AM P eak= (294 Trips Existing + 2 Trips)= 296 Trips (0 .6% Increase)
P M Peak= (372 Trips Existing + 2 Trips)= 374 T rips (0.5% i ncrease)
20-yrProjection AM Peak =(370 Trips Existing •2 Trips)=372 Trips (0 .5% [ncrease)
20-yr Projection PM Peak = (469 Trips Existing + 2 Trips) = 47 J Trips (0.4%
lncrease)
The impact on the portion of County Road l 10 east of the property is as follows:
AM Peak= (55 Trips Existing + 2 Trips)= 57 Trips (3.6% lncrease)
P M Peak = (65 Trips Existing+ 2 Trips)= 67 Trips (3 .1% Increase)
20-yr Projection AM Peak= (70 Trips Existing + 2 Trips= 72 Trips (2.9%)
20-yr Projection PM Peak = (82 Trips Existing+ 2 Trips= 84 Trips (2.4%)
The impact on the traffic on County Road 110 to the west of the property is as follows :
AM Peak = (55 Trips Existing+ 2 Trips)= 57 Trips (3 .6% Increase)
PM Pe ak= (65 Trips Existing + 2 Trips)= 67 Trips (3.1% Increase)
20-yr Projection AM Peak= (70 Trips Existing + 2 Trips= 72 Trjps (2.9%)
Pagc5
j:/sdskproj/21()/lkl llworcVTrnffic lmpac1 Report
20-yr Projection PM Peak = (82 Trips Existing + 2 Trips = 84 Trips (2.4%)
The development of this lot bas only a small impact on the adjoining network of Garfield
County roads. The greatest increase is to the less utilized County Road 110 which will see a
maximum peak hour traffic increase of 3.6%.
VI. Off-Street Parking
Fabrication Building
The Garfield County Land Use and Development Code has standards for parking requirements
for "manufacturing" 1dustrial uses of I parking space per I 000 SF of floor area. The I 0,000
SF bui lding will require l 0 parking spaces according to this calculation. 11 spaces have been
provided on the site plan which will be restricted from placement of veh icles not part of the
daily operations of the facility . Any other equipment stored in conjunction with tile small
contractor's yard must be parked within the area specifically designated as contractor's yard
beyond the parking spaces and drive paths to the 4 loading bays along the south side of the
fabrication building
\TIJ4 Conclusions
The proposed uses will have a minimal impact on the adjoining road network. The access
driveway constructed has been designed to the County semi primitive standard based on the
trip generation The driveway apron will be paved within lO' of County Road 110 as required
by County design standards.
VTil. References
AASHTO "A policy on Geometric Design of Highway s and Streets, 201 L 6'11 addition"
Green book
Institute of Transpiration Eng1neers, Trip Generation Manual, 6111 Edition
Garfield County ··Land Use and Devel o pment Code. Amended December 17, 2015"
Page 6
r/sdskproj/216/1813/word/Traffic lmpac1 Rep011
NOISE REPORT
April 241 2017
John Taufer
John L. Taufer and Associates, lnc.
P.O. Bo x 2271
Glenwood Springs, CO 81602
H ~.\..~KARO
E~VTRONME~TAL
Re: Assessment of Noise from Proposed Fabrication Shop in Carbondale, Colorado
Dear Mr. Taufer,
Hankard Environmenta l assessed construction and operational noise levels from the proposed
fabrication shop in Garfield County, Colorado. Noise levels from the construction and operation
of the facility are subject to Garfield County Land Use Resolution Code, Article 7-301 B.2. The
following describes the results of our analysis and our mitigation recommendations.
PROJECT DESCRIPTION
The proposed project is located approximately 0.8 miles east of State Highway 82 on County Road
no jn Garfield County, Colorado. figure 1 shows the proposed site drawing. The projectinvolves
land grading, construction of a fabrication building (140 feet long, 72 feet wide, and
approximately 25 feet tall), and fabrication activities inside the building, which wou Id include
wood and metal working, mac hining, welding, and storage. Primary noise sow-ces include saws,
drills, nail guns, and a compressor. The building is planned to be of steel consh'uction with five
large garage doors and t wo standard man doors on the south side of the building, and an exhaust
ventilation unit is expected somewhere in the middle of the north facing wall. No other
penetrations are expected.
APPLICABLE NOISE REGULATIONS
Noise from the proposed fabrication shop was analyzed 111 accordance with Garfield County's
Land Use Resolution Code, Article 7-301 8.2. This code references the Colorado Revised Statutes
(CRS) §25-12 regarding maximum permissible noise levels, which are shown in Table 1. The
applicable noise level limit is dependent on the time of day and the land use zone of land adjacent
to the project. n1ere are also some important caveats U1at apply to the limits, which are described
below.
Compliance Locations
ll1e compliance location for these limits is defined as twenty-five feet or more outside the
project's property line.
nmeof Day
The proposed workshop will be constructed and wiJJ operate only during the daytime, as defined
by CRS §25-12 to be 7:00 am to 7:00 pm. Additionally, daytime noise levels may increase by 10
COLORADO • WISCONSIN
CO p l1one (303) 666-0617 • www.hankardlnc com • WI phone (608) 345-1445
HANK .. <\RD
ENY1R01' MEL'\"T .. \J.
dBA for 15 minutes in any one hour. Thus, on Tesidential-zoned land, the operational noise may
be as high as 65 dBA during daytime hours for up to 15 minutes in any one hour.
Land Use
The strongest determinant of the applicable noise limit is adjacent land use. Adjacent land use to
the east, west, and south of the workshop property is residential. The land to the north is owned
by the Bureau of Land Management (BLM). Thus, the noise level Imtit in the direction 0£ the
residential uses is 55 dBA (daytime), while the BLM land use to the :north does not have an
applicable limit and is exempt. Dw·ingconstruction, the noise level limits for all land uses default
to the Industrial lim.it of 80 dBA daytime.
TABLE 1: Maximum Permissible Noise levels (dBA) -Colorado Revised Statutes §25 -12
Land Use Zone Dayti me (tl . (2l
(7:00 am to 7:00 pm)
Residential 55
Commercial 60
Light Industrial 70
lndust1ial (31 80
Nighttime !2l
(7:00 pm to 7:00 am)
so
55
65
75
<1) During the daytime. noise levels can increase by 10 dBA for 15 minutes in any one-hour period
(2J Noise level limit decreased by 5 dBA for imemiittem shrill -type sounds
l~J For construction and development operations. the Industrial limits apply to all zones.
NOISE ANALYSIS METHODOLOGY
The noise levels resulting from the construction and operation of the proposed woodshop were
p redicted per fntemationaJ Standardization Organization (ISO) Standard 9613-2: Acoustics -
Attenuation 0JS01md D1tring Propngntion Outdoors. The 150 9613-2 method was implemented using
the Sowi.dPLAN v7.4 software program. This is a three-dimensional modeling program that
considers noise sources, terrain, ground type, and sound transmission loss of materials when
predicting noise levels in U1e surrounding area. A three-dimensional view of the acoustical model
is shown i n Figure 2 . Noise levels were predicted for a total of four phases, with the first three
phases covering construction of the buildin& and the last phase corresponding to the expected
loudest noise level during operations. Noise levels were predicted at worst-case compliance
locations at each of the nearest residences to the nort11, south, east, an d west as shown in Figure 3.
ACOUSTICAL MODEL INPUT DATA
The following inputs were used to acousticaUy model the constrnction and operat ion of the
proposed woodworking shop.
Terrai n
Terrain was modeled using a USGS 10-meter National Elevation Dataset digital elevation model.
AS50ss mc nt of Noise !To m Pro posed FabncatJon Sho p in Cnrbond ale, Color ado
/\f)rfl 24 2017
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Ground Typ e
The ground ty pe in the model affects how so und 1s reflected from the ground. Ground values
rci n ge from 0.0 lo L.0, with 0.0 being completely reflec tive and 1.0 being co mp letely absorptive.
For Lhis project, the ground value was set to 0.51 which ts a common selection for this type of are a .
Fabrication Building Des ig n and Property Lin e location
The project team provided the focat.ion and description of the fabricdhon buildtng as an image,
(HCE, Inc. -GR-01-50.pdf, April 21, 2017) whtch was scaled and geolocated over an aerial
photograph. The building site was set to a ground elevation of 6,378.5 feet above sea level. The
bui lding was created in Sound PLAN as an mduslrial building, vl'i th the garage doors, man doors,
and eA.ha u st ven t as area sources on the f ttci'ldes.
Noise Prediction l ocation s
As shown in Figure 3, no1se predictions were made 25 fee t outside the p rorerty ltne, as we l l cis m
prox1m1ty to the nearest identified residenhal structures to the north, south, east and wesL Each
p rediction location was set to 5 feel above the ground. Predictions were made al 11 points in total.
Input Source Dat a
Table 2 provides noise so u rce data, which includes octave-band sound rressure levels, overclll
sound pressure levels, and the distance from the sourte where the levels were mec1sured. Table 3
provides sound trnnsm1ss1on loss data for the materials of the fabric,111011 bui lding. The noise
leve l for the shop tnlcnor roof was reduced bv 5 dBA to 95 dBA using tlw 'iome spectrum els the
shop interior walls.
TABLE 2: Model ed Noise Sou rce Lev els
Noise Source Octave-Ba nd Sou rc e Level (dB)
31.5 63 125 250 500 1000 woo 4000
Bulldozer(Lw) 116 111 1 lG 116 105 107 104 95
Trnck Hoe (Lw) 106 102 111 101 99 101 99 96
Dt1mp Truck (lw) 99 112 105 103 97 98 96 90
Concrete Pump Truck (Lw) 129 120 106 99 93 91 62
Steel Building Consrrur:!inn (I w) 135 129 122 120 119 114 111
Exhaust Fan 95 95 91 81 84 82 80 76
Shop Interior Walls -Max (t p) 87 87 87 RS 86 89 93 97
TABLE 3: Modeled Bu i ld i ng Materia l Transmi ss ion l osses
Material Oct.a ve·Band Tran smi ssio n Loss (dB)
31.5 63 125 250 500 1000
Standa rd Steel Buildlng 4 8 12 18 29 37
Garage Doors -Roll Up Steel 3 9 , I) 18 18 19
Man Doors -Hollow Steel 21 21 25 25 26
A~~!\Smcntof Nrn50. fi'om rrooo!>0d Fabrication ~hori 1n CrnhnnrJnle. Colomdo
/\pf1I 24. 2017
2000
43
20
30
Ove rall
BOGG (d BA)
B4 11 2
91 106
82 103
n 108
12~
76 88
92 100
Rw
4000 8000 (dB)
48 45 31
22 21 20
34 28
Paqc3
PREDICTED CONSRUCTION NOISE LEVELS
H .\.N 1'..:\1U1
ENYLRON \~T \I.
T11e noise levels for rnnstruction and operation ot the fabnca uon shop were predicted using the
p reviously descnhed methods and input data. Per CRS§25 -12, the compliance prediction location
is 25 reel outside the IV1ellin property Line, but predictions were also mdde at th e n e arest residence
lo the north, souU1, cast, and west as s hown m Figu re 3
Tab l e 4 shows the predicted construction noise levels for each ant1 c1pated phase of construction,
along with th e maximum permissible noise level per C RS §25-12 for daytime construction
activities. All predicted noise levels are substantially below U1e maximum allowable noise level
and are therefore in c ompliance with CR5 §25-12 and lhe Garfield County Land Use Resolution
Code. Nolf" !h at rredidion lo cation PL03~North IS in the d1rec l1 on or BLM land, which lS exempt
from lhe level limits in CRS §25-12.
TABLE 4: Projected Construction Noise Levels for Fabrication Building
Grading & Concrete SteeJ Erection &
Location Excavation Pouring Building Completion
(dBA) (dBA) (dBA)
Pl01 · Wt!St 54 51 64
PLO?· WE!st 65 59 76
Pl03 · Notth 68 64 79
PL04 -East 55 54 66
PL05 -Eac;t 53 51 63
Pl06 Solllh 33 36 4!i
PL07 South 56 53 GG
RO I • f~P.side 1 ice Wf?'!it 63 5G 73
R02 -Rcs1dP.ncc North 25 29 37
1~03 · Rr.sicJr.ncr. !-ast 44 46 s;,
R04 -Re si dence So ut h 42 44 53
f1l During !he daytnne. noisP levP.ls may Increase by 10 dBA for 15 ml11wc~s 1n any one-how pP.rlod
/\.'>S<'f.Smcnt ol Noi!.0 from rrorosed Fabricatmn Shor In Cr:-irbonrfc-110 Colomdo
J\f)ftl 24, 2017
Noise Level
Limit Ill
(dBA)
80
80
rt/a
80
80
80
80
80
80
BO
80
Pngc4
PREDICTED OPERATIONAL NOISE LEVELS
HANJ*lliD
E~·moN"trr\'I u
Table 5 shows the maXJmum expected noise levels due ro operations within the fabncat1011
buiklmg, along with the daytime residentiaJ noise level limits and the maximum daytime
residential noise level for 15 minutes in on} one-hour period per CRS §25-12. Noise sources
modeled mside the fabrication shop include a 5 horsepower two-stage air compressor, electric
saws, electric drills, hammers, and a nall gun. The bu1ldmg ~·onstruction used as a part of this
analysis is described the Noise Mitigabon seclion below, <!nd 1s the mirumal requirement lo
ad1ieve the levels shown m Table 4.
Predictions were made for three cases: with all doors dosed, wilh the easternmost garage door
fully open, and with both man doors open. These pred1ctionc; r erres0nl the expected "worst-case"
noise levels and are not expec ted to occur for more lhan LS minutes in any one hour period, thus
Lhe ·1s~minute noise level limits apply (65 dBA). Note llMt pred iction localion PL03-Nort!1 is in the
direction of BLM 1,1nd, which is not subject lo CRS §25-12.
ldec1Jly, when operdting the loudest eqwpment all doors should remain dosed. If the opening of
doors is desired, to remain i.n compliance with CRS §25-12 and Garfield County Land Use
Resolution Code, Article 7-301 B.2, either (l) up lo two man doors ca n be open, or (2) the
easternmost gcm1ge door ma y be open.
TABLE 4: Maximum Predicted Fabrication Building Operational Noise levels
All Doors Easternmost Both Man Noise Level
Location Closed Garage Door Open Doors Open limit
(dBA} (dBA) (dBA) (dBA)
PL01 We st 42 54 17 55
PL02 -West 55 65 60 55
PL03 ·North 67 67 67 nta
PL04 · Eos l 43 52 H 5~
PLOS • Et1s1 41 52 4b 55
PL06 South 24 32 l1 55
PL07 • Soull1 45 57 50 SS
R01 Res1uunce West 52 63 ~!:i 55
R02 Residence Nonh 17 23 19 55
R03 · Residence East 32 38 34 55
R04 · Residence South 29 36 J1 55
•11 During the daytime noisP. levels can increase by l O dBA ror 15 minute~ in any one-how period
l\\<;("s.<;1nMI of Nnl'iC" from ProrO<\('l(J Fabrication Sho~) In Crnbnndnln, c nltJmdo
/\p11124, 2017
15·Minute
Noise Level
Limit!11
(dBA)
65
65
n/a
65
65
65
65
65
65
65
65
Pages
NOISE MITIGATION
H ANJ\-.\..KD
E~\'1RONM E..~TAL
--;p . .
Based on this analysis, no nolSe nuttgatton is expected to be reqwrnd for the construction of the
fabrication b u ilding. However, the following conditions apply to operation of the facility in or der
to comply with the noise aspects of CRS §25-U and Garfield County Land Use Resolution Code,
Article 7 -301 8 .2.:
1) Fabrication Building Walls and Roof: Minimum STC of 31. This generally requires 24
ga u ge s teel with 4 inches of fiberglass insulation (approx imately R13) on the walls and 6
inches o f insuJation (approximately R19) on the ceiling. lnterior insulation is important as
this directl y affects tJ1e source noise level at the walls. Other materfa Is can be used
provided the project architect can document p er ASTM standards that the wall system
will (1) ad1ieve an STC 31 and (2) achieve an inte rio r Noise Reduction Coefficient of 0.9.
2) Garage Doors: The se doors were assumed to be roll-up doors with an STC of 20. Care
should be taken to ensure these door s have a good seal to the building when closed.
3) Man Doors: These doors were assumed Lo be standard hollow stee l doors with good seals
resulting in an STC of 28.
4) Exha u st Pan: This fan was assumed to be no louder than 6 5 dBA al 50 feet.
1\:..-;essme nt of Noise from Proposed Fabrication Shop in Carbondale, Colorado
April 24, 2017
Page6
..
I
FIGURE 1: Proposed Fabnca11on Shop Build ing
(Hi{jl Country Engmeering, Drawing GR 7 ·50, 312 112-017}
/\s~o~r,rriC'nt of NniS0 from Pro["><)Secl Fabrication ShOf 1111 C-mhond<'110.. Color, 1do
/\oril 24 2011
H A.NKARJ)
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.. :~··, .. ..
I
~ .
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Q) ...., (.)
en s::
Q) Q)
~ "'C "'·-Q) (/) zcu
0:::
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FIGURE 2: Three-Dimensional View of the Acoustical Model
~m~nt of Noi~ fmrn Pmrosed Fabrication Shop In Crnbondnle Colorndo
/\f11il 24. 2017
Pages
-FIGURE 3: Noise Level Prediction Locations
A5'Sessmcnt of Noise tram Proposed Fabrication Shop 1n Carbondale. Col01ado
Apol 24, 2017
H ·\.J\KARD E NYTROl'r '\.1 E:'\T.\I.
Pagc9
HANK.ARD
ENVTROI'\MF.NTAL
--~
Thank you for conunissioning Hankard Environmental to conduct this analysis. Please call if
you have an y questions.
Sincerely,
Jeff Cerjan
Senior Acoustical Consultant
CC: Mike Hankard, Hnnkard E11 viron111 cntal
Assessment of Noise !Tom Proposed Fabrication Shop in C;:i rbondalc, Colrnado
April 24 2017
Pa ge 10
IMP ACT ANALYSIS
4-203.G -IMP ACT ANALYSIS
1. Adjacent Land Uses
Adjacent land uses within 1 ,500 feet of the property consist of a conunercial glass
business, residential uses , an agricultural llama ranch and public lands (BLM).
2. Site Features
The site features on the parcel include a large cleared area, on the western end of the
parcel, which consists of native grasses. Heavy vegetated areas progress east and
south of the cleared area and a ridgeline that separates this parcel from parcels to the
east and south.
The site has various topographic slopes.. T h e area on the western end of the parcel is
contains gentle slopes and then progresses to steeper slopes going south and eastward
to a ridgeline.
No waterbodies are present on the parce l.
3. Soil Characteristics
The soils, as identified in a report prepared by H-P Kumar, identifies the soil
consisting of Eagle Valley Evaporite. These soils have a potential for subsidence but
no ev idence of subside nce was observed during their evaluation.
4. Geology and Hazard
Other than the potential of soil subsidence, no other geologic hazards were identified
by H-P Kumar.
5. Groundwater and A quifer Recharging Area
No groundwater was encmmtered during the borings performed by H-P Kumar.
6. E nvironmental Impacts
The proposed operation should have little short or long teim effect on the flora and
fauna. Only 6% of the parcel will be developed whi le the remaining land will be left
in its natural state. With the exception of a select small group ing of pinon p ine and
juniper being removed for fire mitigation, the predominant stands of pinon pine and
juniper located on the eastern and southem portions of the property will be preserved.
With the preservation of the pinon/juniper associations , wildlife habitat will be
preserved.
H-P Kumar has stated that the site is located on geologic deposits that wou ld expect
to have high concentration of radioactive minerals but caution that there could be the
potential that radon gas cou ld be present in the area.
7. Nuisance
The impacts on adjacent land from generation of vapo r, dust, smoke, noise, glare or
vibration or other emanations should be minimal to non-existent. All operations will
occur within the building and the sound study that was prepared for this use
determined that noise will be within state and county standards.
8. Hour$ Qf Operation
The hoW's of operation will be from 7:00 a.m. to 5:00 p.m. Monday through Friday .
ARTICLE 7 -STANDARDS:
DIVISION 1,2 & 3
JOHN L. TAUFER & ASSOCIATES, INC.
Landscape Architecture I Land Planning
May 5, 2017
Davi d Pesnichak , Senior Planner
Garfield Co unty Commu nity Developme nt Department
809 West glh Street Ste. 200
Glenwood Sprin gs, Co lorado 81 60 I
Re: Me lli n Property-Fabrication Bu ilding an d Small Contractor Yard -Article Vil,
Standards -Sup p lement a l lnfo nnation
Dear Davi d,
The following information demons u·ates Lhat the Mellin Property-Fabrication Building
and Sma U Contractor Ya rd is in co mplian ce with the stand ards, as detai led in Article 7,
Standard s. Di vis ion 1,2 , and 3 and Section 7-100 1 of the Gar fi eld Co unty Unified Land
Use Resolu tion, 2013.
DIVISION 1 -GENERAL APPROVAL ST AND ARDS
Section 7-l 01 Compliance with Zo ne Distric t Use Res tri ctions
Response: The fabrication building conforms to front, s ide nnd rear yard
setbacks a s well as building height.
Fabrication and s mall contractor y ard requires Administrative Revi ew.
Section 7-102 Compliance with Comprehens ive Plan and lntergovernmental Agreernenrs
Res ponse: The proposed fabrication facility will provide economic growth
opportunities and provide good pay ing, blue collar jobs. The wood products
fabricated in the s hop will be u s ed throughout the valley in the ma ny homes the
applicant is building.
G arfield C ounty is a s trong supporter of private proper ty rights and the applicant is
doing everything he can to minimize adverse impact on the neighbors. The
applicant bas an inherent right to develop bis property a s long a s it is in th e bes t
interest of the h ealth , s afety and w elfare of the county does not adve rsely affect
adjacent property rights.
The environmental impacts of the proposed development will be minima l. The
ap1>licant is limiting the developm ent to the lower portion of the proper1y and
SOS Colorado Avenue • Box 22? 1 • Glenwood Springs CO B 1 602
(970) 945-1337 e FAX (970) 945-7914
preserving the more s ens itive environmental portions of the property. The
development does not take away the rural characte r of the property and area.
The applicant's has adequa te water rights and the s ource is exis ting on the property
in a clos ed sys tem. No need to develop a ground water supply.
ManufactuJ·ing of wood cabin et s on site w ill eliminate additional truck traffic
through G l enwood S prings .
Creating a "livable,, community includes p e1·mitting u se such as this in locations
like this.
The applicant is pla nning on building his s ingle fami ly h o me, on this parcel, in the
near future, so the res idential component of the n eighborhood will remain intact. H e
currently lives along County Road 114 but des ires to r e locate to this parcel.
There a r e no Jntergoveromental Agreements as sociated w ith this property.
Section 7-103 Compatibiljly
Resp onse: The neig hborhood a long C ounty Road llO is unique in tbe sens e
that it is comprised of varying land u s es. Beginning at th e inters ection of C attle
Creek and going ea s t to the inters ection of C ounty Road 114 ( CMC Road) land u s es
consist of indus trial cont ractor y ards, commercial businesses, commercial
marijuana grow operation, s ingle family res ident'ial, public l:rnd s ( BLM) and :i
llama ranch.
The proposed fabric a tion and s mall co ntracto r ya rd u s e is compatible with th e
nrnny varying s urroundin g land u s es in the neighborhood.
Section 7-104 Source of Water
Response: T11 e property is entitled to one (I) share of th e Cattle Creek Water
As sociation. A Quit C laim Deed for the one (1) s hare from the previous lot owner a s
well a s a ~~viii s en•e ,, letter, from the C attle C r eek Water Associatio n , is included in
thi s application. The property owner is entitled to a sing le %" tap.
Sec ti on 7-105 Centra l Water Di stri butio n an d Wastewater System
Respo nse: Water djgtribution systems will b e prov ided by the C attle Creek
Water Association. A %" water line extends onto the pro perty from the w es t. The
%"exis ting water service is adequate for th e propos ed needs of the property . There
are no res trictions for th e intended u c.
2
The proposed method of sewage disposal is OWT . Percolation tests have been
performed by H-P Kumar, and the results are included in the application. The
OWTS system will be d esigned b y High Country Engin eering, Inc.
Section 7-106 Public Utilities
Response: Electlic service is provided by Holy Cross Energy. An existing
service is located on the western boundary of th e property. Propane gas will a lso be
utilized for the building. The electric service wilJ be located underground from the
service pole t o the building.
Section 7-107 Access and Roadways
Resp ons e : Access to the property is via a private drive that intersects with
County Road llO at the northw est corner of the property.
The Average Daily Trips ( ADT) generated from the fabrication building and future
s ingle famiJy res idence is approximately 28 ADT. Based on the projected ADT, the
Garfield County road classification, p er Table 7-107, would classify the access drive
as a Semi-Primitive road. The roadway design submjtted complies with the
roadway standard s per Garfield County r eq ufremeots.
A driveway permit application has been s ubmitted to tl1e Garfield County Road and
Bridge Department for approval.
Tbe location of a stop sign at the inter ection and the access drive is shown o n the
site plan prepared by High Coun try E ngineers, Inc.
Section 7-108 Use of Land S ubject to Nat ural Hazards
Response: H-P Kumar performed so il borings and percolation testing in
March 2017. In their reports, they did identify that the underlying s oils had the
potentinl for subsidence a lthough no s ubs idence is currently present on th e
property. They provided a number of r eco mmendations for building foundation
design.
This information is contained in the H-P Kumar report and is included in tllis
application under the h eading of Soils/Geotech11ical.
Section 7-109 Fire Protection
Response: The fabrication building is s ituated in a clearing that is primarily
void of vegetation associated with wild la nd fire. While the proposed building does
encroach in to a grouping of pinoo pine and juniper on the far eastern edge of the
building, these trees will be removed to create a 30 foot wil dland fire defensi ble
s pace.
3
The exterior roof a nd bUJ1ding s iding consists of non-combustible meta l.
The ap plication will comply with the recommendations of the Carbondale Fire
District regarding interior building fire protection.
DMSION 2 -GENERAL RESOURCE PROTECTION STANDARD
Section 7-20 I Agriculrural Lands
Response: No agricultu ral oper ation are affiliated with this property.
Section 7-202 Wildlife Hab itat Area
Res ponse: The building and co ntt·act or yard are s ited in the northwest
corner of the parcel. Vegetation in this area consists of n ative grasses. The building
and contractor yard footprint impacts ap proximately 0.67 seres of tb e 10.988 acres
of property thus lea,•ing the remaining remainder of the prope1·f)1 relatively
undisturbed thus preserving vegetative habitat for wildlife. The vegetation of the
undisturbed a r ea consists primari.ly of pinon pin, juniper and native grasses.
Se ction 7-203 Protecti o n of Waterbodies
R espo nse: There are no waterbodies o n the property.
Section 7 -204 Dra inage and Erosi on
Response: The n n tunJ site topography runs in an eas t to we t direction
toward the western boundary of the property. As s hown on the g1·ading/drainage
plan, prepared by High Country Engineering, Inc. site drainage wiJI be co ll ected in
drainage swales and directed towa rd a detention pond wbkh is located northwest of
the fab rication building and east of the access drive. A new 18" culvert will be
install ed underneath the access drive to trans port drainage to an existin g swa le on
the west s ide of the access drive. Another cuJvert is proposed that tran p orts
drainage from the s outh side of t h e access road to the detention pond.
A drainage report, prepared by High Country Engineering, lac. i · included in this
application under the h eading of Drainage Report.
Section 7-20 5 Enviro nm e ntaJ Quali ty
Response: The intended wood working activities should not have an effect on
air quality or water quality. All wood working activities will occur within the
building.
Section 7-206 Wildfire Hazards
4
Response: The Community Wildfire Protection Plan ( CWPP) identifies this
property of having generally very high areas of w ild la nd fire susceptibiliry1.
The fabrication building i s s itua t e d in a clearing that is primarily veget a t ed with
native grasses a nd o n s lopes 12% or less . Some pocket s of pinon pine and junipe r
encroach into the b uilding a r ea located at the eastern end of th e building. These
trees will b e removed to created a 3 0 foo t wild land fire defensibl e s pace.
Stand s of pin o n pine and juniper do dominate the remainder o f the parce l but are
uphill of the propos ed deve lopment area. The vegetative makeup of the area directly
downltiU and to the west of th e parcel i primari ly ma nicund Jawn, n a tive gr ass
witJ1 a g r o uping of evergr een and d eciduous trees. T his area does not p o ise a threat
for wildland fi re p otential.
A JI of the exterior building m ate rials will cons ist of non-combustible metal.
I met with Ron Leach , C bief, C urbondale Fire District to discus s wildland fire
potentia l a nd h e was not overly concerned with the potential h azard.
Section 7-207 Natural Hazards and Geologic Haza rds
Response: \.Vith the exc e ption o f the potential s ctb s ide nce of th e underlying s oils, ~•S
prev io u s ly mentioned, th e site d oes not prese nt a n y other geo log ic or n atu1 ·al
hazards.
Site devel opment will occur on s lopes 12% o r less.
Section 7-208 Recl amation
Response : Site disturbance w ill be limited to construction activiti es
ass ociated with the building, contractor yard , d eten t ion b asin and nccess drive.
Those s p ecific areas w iU b e r ecl a im ed by m ean s of revegetation with native grasses ,
evergreen trees a nd s h r ubs.
The cut on the eastern e nd of the proposed deve lopment will be retained by a
combiuation of concrete and boulder wall s. The walls will b e des igned by an
engineer Licen s ed to practice in th e State o f Co lorado.
DMSION 3 -SITE PLANNING AND DEVELOPMENT STANDARD
Section 7-301 Compatible Design
Re sponse: The proposed s ite plan anticipates the building fun ction and
associated contractor yar d orien ted to t h e south while the rear of t h e building is
oriented toward Coun ty Road 110. T h e d irection of orienta tion is advan tageous in
5
providing s cre ening of the activities a ssoci a ted with the facili ty fro m County Roa d
110. In addition a .SS foot long, 6 foot high privacy screen project from th e
s outhwest corner of the building to creen the contractor yard from the county road.
Add itio nal sc1·eenin g is provided by t'he placement of large evergreen trees along the
western boundary to screen the facility from the neighboring residential lot.
The contractor y :.u·d is large enough to accommod11te adequate vehicular circulation
a nd material s torage, adequate off street parking and snow s torage.
The developed portion of the parcel r e pres ents an area 6 % of the total lot area while
preserving the exi s ting, natural characteris tics of the s ite.
The projected noise impacts from the facility are within s tate a nd county regulations
detailed in the Nois e S tudy, prepared by Hankard Environmental. The s tudy is
included in this ~•pp li cation.
Secti on 7-302 Off-Stree t Parking
Respon se: Off s treet parking will be located between garage doors and in front of
the retaining wa ll . One s pace is required p e1· J ,000 square feet of building area
which equat·es to 11 parking spaces . Tbe plan is in compliance with the off-s treet
parking requirement.
Unloading of building material will take place in front of the gan1gc door openings.
Section 7-303 La nd scaping Standards
Res p onse: A n ew lands cape buffer\ along tbe wes t property boundary and
along the w est s ide of the privacy fence, i Intended to prnvide screening of the
building and contractor yard from tbe adjoin ing property to the west. The
landscape buffe r cons is t s of large ev e rgreen trees and s ome deciduous s hrubs.
There are exis ting pinon pine and ,juniper trees located along the s outh s id e of
C ounty Road J lO that a ls o pro"id e cree ning from the road~
Section 7-304 Li ghting Stru1dards
Resp onse: Lig hting will be minimal and will cons is t of ome s ecurity lighting
along the s outhern building face. The light fixtures will be cut-off in nature and will
project lighting in a downward direction.
Se ction 7-3 05 Snow S to rage Standards
Resp o nse: Adequate s now s torage ureas will b e proYid ed within the
co ntractor yard a nd a long the access d1·ive.
6
Section 7 -306 Trail and Walkway Standards
Response: Not a pplicable. T h ere are no trails or walkways proposed in t h e
d evelopment.
DIVISION 10-AODITlONAL STANDARDS FOR INDUSTRIAL USES
Section 7-1001 Industrial Use
Response: This proposed indus trial use is on n parcel that is not p art of a
platted res idential s ubdivis ion.
The building a nd contractor yard are s etback in excess of the minimum l OO foot
setba ck from tbe r es idential property lin e to the west, s outh and eas t.
No industrial was t es are proposed with this operation.
As previou ly s tated, noise level projecting fro m the operation are wit11io s tate a nd
co unty statutes.
Hours of operation will b e from 7 :00 a.m. to 7:00 p .m . Monday through Friday.
Please review the aforementioned response to Article 7, Divisions I , 2,3 and Division
10, Section 7-1001 at your earliest convenience. If you have questions o r need additional
information. please do not hesitate to contacl my office.
Sincere ly,
John L. Taufer, Owners Representative
7
APPENDIX
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April 4, 20 l 7
David Pesnichak, Senior Planner
Garfield County Community Development Department
108 W. 8111 Street
G len wood Springs. Colorado 81601
Re: Letter of Authorization -Uriel Me ll in Property ( Parcel No. 239308300013 )
David ,
I , Urie l Mellin. hereby aut11orize John L Taufer. John L Taufer & Associates, Inc. to
ac t on our behalf regard ing the Mellin property Land Use Chan ge process through
Garfield Coun ty. Co lorado .
g MA /lttP'~n
rie l Mellin
PAYMENT AGREEMENT FORM
GA RFIELD COUNTY ("COUNTY") an d Property Owner ("APPLICANT")_u_r_ie_l _M_e_ll_in _____ _
_____________________________ agree as follows:
1 . The Applicant has submitted to the County an application fo r the following Project: __ _
Me ll i n Property -Fabricat ion Building a nd Small Co ntra ctor Yard
2 . The App licant understan d s an d ag rees t hat Garfle ld County Reso lution No . 2014-60, as
amended, esta bl ishes a fee sc hed ul e for each type application, and the gu idelines for the
administration of t h e f ee structu re.
3. The Ap p licant and t h e Co unty agree that because of the size, natu re or scop e of the
proposed project, it is not possible at this time to ascertain the fu ll ext e n t of t h e costs
Involved in processing t he ap plication. The Applicant agrees to make p ayment of t he Base
Fee, established for the Project, and to thereafter permit additional costs to be billed t o the
Applicant . The Ap plicant ag rees to make additional payments upon notificat ion by the
County, when they are necessary, as costs are Incurred.
4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
consulting service determined necessary by the Board of County Commissioners for the
consideration of an ap plicatio n or additional County staff time or expense not covered by
the Base Fee. If actual record ed costs exceed the Initial Base Fee, the Applicant shall pay
ad d itional billings to the Cou nty to reimburse the County for the processing of the Project.
The Applicant acknowledges that all billing shall be paid prior to the final consideratio11 by
the County of a ny Land Use Ch ange or Division of Land.
I he reby a g ree t o pa y a ll fees re lated t o this a ppli catio n:
Billing Contact Perso n:_U_r _ie_l _M_e_l_I in _________ Phone: ( 970 l 404-0302
Billrng Contact Address: 144 C liffrose Way
city: Gle nwood Spr ings State: C O Zip Code: 81601 -------
Bill!ng contact Email: uriel.mellin@hotmail.com
Printed Name of Person Authorized to Sign: ---------------------
(Signature) (Date)
I
PROJECT LAYOUT
SCALE: 1• = 50'
LAND USE CHANGE APPLICATION DRAWINGS OF
MELLIN PROPER
OWNER=
URIEL MELLIN
144 CUFF ROSE WAY
GLENWOOD SPRINGS, CO 81601
(970) 404-0302
SHEET INDEX
SHEET NUMBER TITLE
1 -----COVER SHEET
2 EXISTING CONDmONS MAP
3 SITE AND LJTILITY PLAN
4 GRADING AND DRAINAGE PLAN
5 DRIVEWAY PLAN AND PROFILE
6 ONSITE WASTEWATER TREATEMENT SYSTEM
7 DETAIL SHEET
ENGINEER:
HIGH COUNTRY ENGINEERING. INC.
CONSULTING ENGINEERS AND SURVEYORS
1517 BLAKE AVENUE, SUITE 101
GLENWOOD SPRINGS, COLORADO 81601
(970) 945-8676
ST 1/4 CORNF'R
SECTION B
NO MONUMtNT
'RECOVE'R.EV
0 NE'R
VWIG+!T Et FNISF FELKEY
PA'RCFL NO. 239307400022
OWNF'R
fOUND 'R.mA'R & 1-1/4n
l'Ell.t?W PLAS17C CAP
LS19598
LSF9 MAST'E'R PA'RnCIPATION 7U'RST
PA'RCFL NO. 239308300007
NOllCE: A~NG 10 ca.aw>O LAW YOU MUST COMMENCE NIY LEGAL
AC'TION BASED Ul'Qlt ANY DEFECT II 1HIS SU~ WITHll 1HREE YEARS
AFTER YOU FIRST DISCOVER SUCH IE'ECT. IN NO E\UfT MAY Nf'( ACTION
BASED UPON /IHY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN 'TEN
'tEARS FROM lHE DAlE OF CERTIFICATION 9-IOWll HEREON.
PARCEL A, SHEL TON LOT BOUNDARY ADJUSTMENT
SITUATED IN LOT 10 OF SECTION 8, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH p M
COUNTY OF GARFIELD, STATE OF COLORADO . .
OWNF'R
'BU'RFAU Of LANV MANAGEMENT
PA'RCFl NO. 239308200955
fOUNP 'RC'BA1t ~ 1~1(11-n
YELLOW PLASnc CAP
LS19598
GRAPHIC SCALE .. 0 30 .. 120 ...
I c•:::J --I I I I I
( IN FEET )
1 iDch ~ 60 tl
LEGEND
'.jjC fl!<£ llYD1<MJT
~ WATE'RSPIGOT
<tLJ POWER POL£
E-GUY ANCllom
IE ELECTRICAL MITER
® WELL
OE 0\IERll<AV 'EL£CT1UC LIN£
PROPERTY DESCRIPTION
Tillf COMPANY OF !HE ROCKIES, COMMllMENT NUMBER: 1200627-C DATED: OCTOBER 3, 2016.
~c'ti:Ro RfsE~ci'.ii:: HEREIN IS LOCATED IN lHE COUNTY OF GARFJELD, STATE OF COLORADO, AND
A PARCEL OF LAND SITUATED IN LOT 14. OF SECTION 7 LOT 10 AND JHE NE1/4.SW1/4 OF =~~0;7 ~~1i;'A~~~ ~:s;E:;:G 1:i6R~IXP1!'R~~~~ ~g:~D ~N~~ii:ARFl~g~~A~ OF
CO~M~N~NG AT !HE WEST QUARTER COMER OF SAID SECTION 8, A SLM BRASS CAP IN PLACE; JHENCE N
~~ii~:'\~,E8~~~N~N!;';'E EAST-WEST CENTERLINE OF SAID SECTION 8 A DISTANCE OF 471.11 FEET, !HE
lHENCE CONTINUIN~ "!;ONG SAID CENTERLINE N 88'48'43" E 728.89 FEET; 1HENCE LEAVlNG SAID
f:.;:i~IY~!jf£~!~~~£:~~~t::i~ wD~g;g;E~~J R~~~o~ zg:~":;s~ oF
BOUNDARY OF SAID RECEPTION NO. 348680 A DIST.zi6E~~N~~188~T4fu ~~L<roZJrJs~ou~~N OF
SAID RECEPTION NO. 34868D; !HENCE N 04"27'02" W 699.99 FEET TO !HE POINT OF BEGINNING.
COUNTY OF GARFlELO, STA TE OF COLORADO
NOTES:
1. DATE OF FJELD SURVEY: DECEMBER 8 & 9, 2D16.
2. LINEAR UNITS USED TO PERFORM 1HIS SURV£Y WERE U.S. SURVEY FEET.
3. ELEVATIONS SHO~ HEREON ARE BASED ON NORlH AMERICAN VERTICAL DATUll OF 1988 (NAVO
88) REFERENCED FROM NATIONAL GEODETIC SUR\/£Y (NGS) BENCHMARK STATION Q 158 HAVING
AN ELEVATION OF 5961.79. -
4. CONTOUR INTERVAL EQUALS 1 FOOT.
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PROJECT NO.
2161813
2
GUY WIRE
OVERHEAD POWER POLE
------
-------
EXISllN
WELL
QWM.EB.
CHRISTINE SHELTON
140 LF\ UNDERGROUND ELECTRIC
WITH 4• SCH 40 PVC CONDUIT
\
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10' MIN.
1----r SIDE YARD
SETBACK
\
\ 100' MIN. SETBACK ' --------1 TO SMALl. CONTRACTOR S
I --------YARD FROM I-RESIDENTIAL LOlS
\ 225 LF OF 3/4• COPPER WATER~+
SER\1CE FROM HYDRANT TO
THE PROPOSED BUILDING
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BUREAU OF LAND MANAGEMENT
_,_. "·
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§ SEWliR ·.ci_eAJ'lOUT· .•• -. . . .. ·-. .. . .. . •·
2000 GALLON SEPTIC TANK.
(SEE own; 'PL.AN)
BOUl.DER RETAINING WALl.S
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~~~-7-BOULDER RETAINING WALLS
·-
ABSORPTION FIELD
(SEE OWIB PLAN)
2·-SCH 40 PVC
PRESSURE PIPE
(SEE OWIB PLAN)
7.. --------=: ·-•
LEGEND
LOT LINE
BUILDING SETBACK
- - ---EASEMENT
EXISTING ASPHALT
PROPOSED ASPHALT DRIVEWAY
PROPOSED GRAVEL DRIVEWAY
~ ~ PROPOSED BUILDING
~ PROPOSED SMALL CONTRACTOR'S YARD
NQIE;_
1. 3/4" COPPER WATER SERVICE TO BE INSTALLED PER WATER DISTRICT STANDARDS.
2. WATER SER\1CE TO BE INSTALLED AT A MINIMUM DEPTH OF 6'.
GRAPHIC SCALE
20 0 10 20 ..
"'---~ I I I I
( IN FEET )
1 inch = 20 fl
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2161813
3
---------
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LEGEND
LOT LINE
BUILDING SETBACK
- - - -EASEMENT
----EXISTING 1' MINOR CONTOUR
-63b0-· EXISTING 5' MAJOR CONTOURS
PROPOSED 1' MINOR CONTOURS
--(DI) PROPOSED 5' MAJOR CONTOUR
--SCF SEDIMENT CONlROL FENCE
--LID 4" PERFORATED FOUNDATION
DRAIN
V EROSION LOG FOR DITCHES
(2%/ij/2
~
5:1
EXISTING ASPHALT
PROPOSED ASPHAIL T DRIVEWAY
PROPOSED GRAVEL DRIVEWAY
PROPOSED BUILDING
SPOT ELEVATION (ADD 6300')
SLOPE
GRAPHIC SCALE
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I ••? I 1--1----1
( IN FEET )
1 inch ~ 20 fl
NOTES:
1. EXISTING TOPOGRAPHY PROVIDED BY lHE HIGH COUNlRY ENGINEERING,
INC. SURVEY ON DECEMBER 91H, 2016.
2. lHIS GRADING WILL BE FOLLOWED BY A LAND USE CHANGE PERMIT
APPLICATION FOR lHE INSTALLATION OF A FABRICATION BUILDING ON lHE
PROPERTY AND A BUILDING PERMIT APPLICATION FOR SAID BUILDING. lHE
APPLICANT ASKS lHAT A PERIOD OF 3 MONlHS FROM lHE ISSUANCE OF
lHIS MINOR GRADING PERMIT OCCUR PRIOR TO ANY REVEGETA TION lHE
lHE AREA OF DISTURBANCE. IF CONSlRUCTION OF lHE BUILDING PERMIT
SCOPE DOES NOT BEGIN WllHIN 3 MONlHS, lHE APPLICANT WILL PROCEED
WllH lHE REVEGETATION WllH A DRY SEED MIX.
lHE DRY SEED MIX PROPOSED FOR lHE DISTURBED AREA IS IS SHARPS
DRYLAND PASTURE MIX G-130359.
MIXTURE VARIETY PURID'X
DAHURIAN WILDRYE, VNS 24.40
INTERMEDIATE WHEATGRASS, RUSH. 19.56
ORCHARDGRASS, PROFILE 19.02
FORAGE PER. RYEGRASS, ORO VERDE. 1 B.98
SMOOlH BROME, VNS. 14.60
D
-·
""" \OfW
PCINIS A lllJ9T IE llDllER 1IWt POlft' El
&mlW 0-0
GERM%
99
96
92
90
96
EROSION LOG DETAIL
PITCH INSTALLATION
ORIGIN
MT
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2161813
4
-
-""\
'
'· -·l .. · ·'
LOW POINT ELEV = 6369.64
LOW POINT STA = 1 +53.06
PVI STA = 1+66
PVI ELEV = 6368.69
A.O. = 8.10
K = 12.35
PLAN VIEW DRIVEWAY
STA: 1+00 4+06.81
PVI STA = 2+50
PVI ELEV = 6372.97
A.D. = -3.10
K = 16.15
,___ ___ 50.0000' vc ___ _,
PVI STA = 3+15
PVI ELEV = 6374.27
A.O. = 3.40
K = 14.71
I----50.0000' vc ----1
---------100.0000· vc ---------i
~olq II ""'II !~
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-
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5.403 -----.-
--........._ 1 s·-CMP CULVERT INV. D CL=6378.22' 63SO l-------------l"::::,..-!:!~~~~;!l.L-----f------------t-----------+------------t-----------t----j 6360 INV. 0 6362.35'
HORIZONTAL: 1"=20'
VERllCAL: 1"=10'
EXISTING_ _PROPOSED
ELEVA llON ELEVA llON
IMTUJIELEY 1-------------11-------------f------------t-----------ttt------------t-----------t'---j 8850.00
1+00
~ ... . "' "' . "' "' "'<O "'.., <O
2+00
PROFILE VIEW
STA: 1 +00
3+00 4+00
DRIVEWAY
4+06.81
I LEGEND I
LOT LINE
BUILDING SETBACK
- - - -EASEMENT
-EXISTING 1' MINOR CONTOUR
--638~ EXISTING 5' MAJOR CONTOURS
PROPOSED 1' t.tlNOR CONTOURS
--(!!!) PROPOSED 5' MAJOR CONTOUR
I I EXISTING ASPHALT
I I PROPOSED ASPHALT DRIVEWAY
~ PROPOSED GRAVEL DRIVEWAY w R ~ PROPOSED BUILDING
~ SPOT ELEVATION (ADD s;JOO')
SLOPE
GRAPHIC SCALE
2CI 0 10 ~ ~ ~
u'.:-::.-.::•-.1 I 1---1
( IN FEET )
1 inch = 20 It.
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2161813
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43. 7 Minimum Distances Between Components of an On.site Wastewater T 1ea tmen1 Syste m and Ptiysical Fea tures
Table 7 -1 Minimum Horizontal Oistances in Feet Between Components of an On-Site W astewater Treatment System Installed After
November 15 1973 and Water Ph ical and Health Im act Features
Spri~,
Well ,
Suction
Potable
Water
Supply
L ine
Potable
Water
Supply
C istern
Dwe11ing
Occupied
Building
P roperty
Lines,
Piped or
Li ned
Subsurface
Drain ,
Intermittent
Irriga ti on
Late1a l,
Drywell,
Lake1
Wate r
Course ,
Ir r igation
Ditch,
Dry
Gulch,
Cul
Septic
Tank
Septic T ank, H ighe r Level
Treatment U n il Dos ing Tank,
Vault
Bui ldln Sewer o r Efflue nt L ines
Lined Sand Filter
Lined Evapo-transpiratron Field or
Outside of Be rm of Lined
Wastewater Pond
Unlined Sand Fitter i n Soil With a
Percolation Ra te S lower than 60
Mi nu tes per Inch. U n lined or
Partially Lined Evapotrans-
piration System, Outside of Berm
of Unlined Waste1,vate r Pond , or
System N ot Relying on ST A for
Treatment other tha n Aerosol
Vault p,-
Slit Trench Latrine , Pit Pri
System Not Relying on ST A f or
Treatment and Utillzing Aer osol
Methods
Llne
so'
100'
60
60
100
50
1 00
25 5
25' 0
25 20
10' 25 15
15
.25 15
10' 25 15
25 NIA
10' 50 125
Ir riga t ion
Ditch
10
10'
10
10
10
10
10
25
10
S tor mvroter
tnfi lt rat ron
Structure
10
10'
25
10
10
25
10
0
St ream,
Wetland
50
so'
25
25
25
100
25'
B ank, F il l
Area
(f rom
Crest)
1D
10'
25
10
10
15
10
10
5
5
5
10
NIA
10
NOTE: Th e minimum d i!.lan ces "'ill own ebove musl be maintained belwe1m Ill e OWTS components and the features dcscribect Where soil , geologK:lll or !Xher con c;i lions warrant.
greater distances ma}' be required b)I the IOC!l l boe rd of health or by ll'le Water Qua lify Control Commis's lon pursuenl lo •'iedion 25-8-206. C .R.S. and applicable r e~la !ions. For repa ir
or upgnsding of exist ing OWTS where the :Size al lot prectu des actie rence l o these distances, a rep11ured OWTS shall not be closer to setback f'eal u res then the exi st ing OWTS. as
reviewed and eopraved b}l the !OC!lt public hee lth egency. Components I hat ere nol watertight sl'lould nol extend into areas oftl'le root system of nearb}l lrees .
In cludes infill rat ion galleries permitted a swells b}I l he Division of Wa ter Resources .
2 Crossings or encroachments mey be permitted a1 the points as noted above provided that the WEiter or wastewater conveyance pipe Is encased lor tl'l e ml¥11mum se1 baclC
distance on cacti side of ll'le crossiny . A lengfl'I of pipe shall be used w il h a minimum Sc hedu le 40 rating of stJfficlen t diarneter 10 easily side over and cornp le!ety encase 1he
oonveyence _ Rigi d end caps of al least Schedule 40 ra ting must be glued or secured in a .,.."ll l ert lgl'll fashion 10 11'111 ends of the en casement pipe. A l'lole of sufficient 'lize to
accommodi:ite l he pipe sh<111 be drilled in the lowest section al l he rigid cap so that the conveyance pipe rests on the bollom of tl'le encasement pipe . Th e a1ea In wl'li ch the pipe
pesses tl'l roug ll the erid caps stiall be sealed Wi1h an approved undergrourid seal an! ccmpatfble witl'I the piping used,
3 Add eignt feet additiooa l distance I« each 100 gal lons per day of desigi flows between 1 ,000 and 2,000 gallons per day, unless ii can t>e demonstrated by a ptofessional
eni;ineer Cf geologist by a l'lydrotoglc enalysis Cf the use or a barrier, consisting of e mini'num 30 mil Po/C lirier or equ ival ent , tl'la t coo temtnation will be miniITTze d . If effluent meets
Trea tment level 3N and the loca l pub lie healtl'l agency has a mai ntenance CM!rs1gl'lt program in eccordance w il n section 14.D. or tl'l is regulation . tl'le distance add lion is not required,
F l ow~ equal to or greater than 2 .000 gallCfls per day must be hyitotoglcally analyzed for ft ow . velociy, hydrau ff c head , and otl'le r pe rl inent chitre cteri slics as means of esti'nating
dis tances required to mi nimii:e contamination as pert of l he Division site application process
I
J
7
7
I 7
TABLE 6-2
/\
I
/,
Estimate of Average Daily Wastewater Flow and BODs Load
Per Person Unless Otherwise Noted
I
I
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COMMERCIAL WASTEWATER AVERAGE 8006 IN POUNDS
GPO PER DAY
Factori es and plants exc lusive of industrial wastewater per 20 .05
employee per eight-hour shift-no showers
Table 10-2 Size Adjustment Factors for Methods of Applicatlon in Soil Treatment Areas
Accentino Treatment Levels 1, 2, 2N, 3 and 3N Effluent
Method of Effluent Application from Treatment Unit
Type of Soil Preceding Soil Treatment Area
Treatment Area Dosed (Siphon or Gravity Pump)
Pressure Dosed
Trench 1.0 0.9 0 .8
Bed 1.2 1 .1 1.0
Table 10-3 Size Adjustment Factors for Types of Distribution Media in Soil Treatment Araas
Acceotino Treatment Level 1 Effluent
Type of Storage/Distribution Media Used in Soil Treatment Area
Type of Soil Treatment
Area Manufactured Media
Rock or Tire Chips Other Than Chambers Chambers
Trench or Bed 1.0 0 .9 0 .7
Table 10 -1 Soil Treatment Area Long-term Acce~tance Rates bv Soil Texture, Soil Structure, Percolation Rate an dT re.atment
Long·term Acceptaoce Rate (LTAR);
Soll Type , Texture, Structure and Percolation Rate Range Gallons per day per square foot
USDA Soil USDA Solt
Soll Structure-Structure-Percolation Treatment Treatment Treatment Treatment Treatment
Typo USDA Soil Texture Shape Grade Rale (MPI) Level 11 Level 21 Level 2N 1 Level 31 Level 3N '•
Soll Type 1 with more
Minimum
3-foot deep
0 than 35% Roek (>2mm); -0 (Single <5 unlined Minimum 2.foot deep unlined sand filter reql.rired 2
Soll Types 2-5 wtth more Grain) sand fHter than eo% Rock (>2mm) ""' ' """'
1 Sand , Lo a my Sand -0 0-1 5 0.8 0 1.25 125 1.40 1.40
PR
(Prismatic )
2 Sandy Loam, Lo am , Silt BK 2 {Moderate) 16·25 0.60 0 .00 0 .90 1.00 1.00
Loam (Blocky) 3 (Strong )
GR
(Gran ular)
S andy loam, Loam , S ilt PR. BK, 1 (Weak )
2A GR 26-40 0 .50 0 .70 0 .70 0.80 0 .80
Loa m 0 (no ne) Massive
3 Sandy C lay Loam , C lay PR.BK , 2. 3 Loam , S illy C lay Loam GR 41 -6 0 0 .35 0 .50 0 .50 0 .60 0 .60
Sandy ci.y Lot1m, Clay PR. BK, 1 0 .00 3A OR 61·75 0 .30 0.40 0.40 0 .50
Lo1m. S1~ Cl1y Loam 0 M111lvt1
• S.ndy Clay, Clay, Siity PR .BK, 2. 3 c•v GR 76-90 0 .20 0.30 0.30 0 .30 0.30
Sindy Cl1y, Cll)', Silty PR,BK, 1 0 .20 0.20 4A GR 91-120 0 .15 0 .20 0.20
Cloy 0 .......
• Soll fYJlH 2-.4A Ploty 1, 2. 3 121+ 0 .10 0 .1~ 0.16 0.15 0 .15
N OTE : S l'laded areas require system design t>y a professional engineer .
LEGEND
LOT LINE
BUILDING SETBACK
--------EASEMENT
EXISTING 1' MINOR CONTOUR
--63b0--EXISTING 5' MAJOR CONTOURS
PROPOSED 1' MINOR CONTOURS
---<CeD PROPOSED 5' MAJOR CONTOUR
~ GRAVEL DRIVEWAY w ff h'/l PROPOSED BUILDING
GRAPHIC SCALE
20 0 1020 40 80
•I •::m--.::m•~::l-1--1-----1
Level
( IN FEET )
1 inch = 20 ft.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH lHE GARFlELD COUNTY
REGULA TIO NS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH
ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC
DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS.
2 . WASTE WATER FLOW FROM SECTION 43.6 A TABLE 6-2:
PROPOSED FACTORY USAGE WITH 6 EMPLOYEES WITH NO SHOWER
AVAILABLE TO lHE STAFF:
6 EMPLOYEES * 20 GAL.1..0NS/EMPLOYEE/8 HR SH IFT IS:
120 GPO ~ OESIGN FLOW (Q)
SEPTIC TANK SIZING PER SECTION 43.9.2.b:
FABRICATION BUILDING
Q • 1 DAY/24 HRS • 30 HRS II<' 150 GPO
150 GPO x 2 DAYS -> USE 300 GALLONS
FUTIJRE SIN GLE FAMILY HOUSE (3 BEDROOMS)
FUTURE ACCESSORY OWEULING UNIT (2 BEOROOMS)
5 BEDROOM = MIN. TANK SIZE 1500 GALLONS
INSTALL 2000-GALLON 2 COMPARTMENT TANK 'Mn-I BAFFLE PROPOSED
FOR FUTIJRE USE ANO FUTURE RESIDENTIAL
SOIL TREATMENT AREA (SQUARE FEET) REQUIRED = DESIGN fl.OW (GAL/DA'()
LTAR (GAL/DAY/SF)
= 120 GPO = 200 SF
0 .60
SIZE ADJUSTMENT FACTOR FROM SECTION 43.10 D TABLE 10-2:
USE 0.9 FOR A DOSED (PUMP) TRENCH TREATMENT AREA
= 200 x 0.9 = 180 SF
SIZE ADJUSTMENT FACTOR FROM SECTION 43.10 D TABLE 10-3:
USE O. 7 FOR CHAMBERS
= 180 x 0.7 = 126 SF
ADJUSTED SOIL TREATMENT AREA = SOIL 'TREATMENT AREA • SIZE
ADJUSTMENT FACTOR(S)
= 126 SF
AREA OF QUICK 4 STANDARD CHAMB ERS (48 INCHES x 34 INCHES)-11 .33 SF
== 126 Sf/11.33 SF= 11.1 UNITS-> USE 24 UNITS TO BE
CONSERVATIVE FOR THE USES REQUIRED FOR THE FABRICATION
BUILD ING (2 TRENCHES X11 CHAMBERS).
3. SOIL INVESTIGATION INFORMATION WAS PROVIDED BY HP-KUMAR PROJECT
NO. 17-7-198, DATED APRIL 12, 2017. THE TYPICAL SOI L PROflLE BELOW
ABOUT 1~ TO 2 FEET OF TOPSOIL CONSISTED OF SANDY SILTY CLAY WITH
SCAmRED BASALT GRAVEL AND COBB LE S. REFER TO THIS GEOTECHNtCAL
REPORT FOR DETAILED SOIL EVALUATION, SOIL GRADATION AND
SWELl.-CONSIUDATION TESTS . THE GRADATION RESULT INDICATED A SAND,
SILT, CLAY SOIL TYPE WHICH CONVERTED TO A LONG-TERM ACCEPTANCE
RATE OF 0.60 GAL/DAY/SQUARE FOOT. THE PERCOLATION RATE FOR THE
TEST LOCATIONS · AT THE ABSORPTION FIELD OF 15-20 MIN./INCH
CONFIRM ED THE SAME LTAR AS THE GRADATION. FROM TABLE 10-1 n-IE
SOIL IS CLASSIFIED AS SOIL TYPE 2 ANO REQUIRES TREAIMENT LEVEL 1.
4. CLEAN OUTS ARE REQUIRED AT AUL BEN OS AND AT LEAST EVERY 100
FEET ALONG THE GRAVlTY SANITARY SEWER LINE.
5. THE CONTRACTOR SHAU BE RESPONSIBLE FOR INSTALLING AU WATER
TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA, TO PREVENT
INFlLTRAllON.
6. TOPSOIL COVER MAY BE VARIED (\\1TH 1 FOOT MINIMUM) TO AULOW
LANDSCAPING.
7. IN STAU RISERS AS NECESSARY TO BRING AU ACCESS POINTS TO Win-JIN
ONE -HALF FOOT Of FINAL GRADE.
8 . LOCATlONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG
AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
9. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION
FIELD AREA USING DRA INAGE SWALES AS NECESSARY.
10. n-llS DRAWING DOES NOT CONSTITUTE AN owrs PERMIT. PERMIT MUST BE
OB TAI NED FROM APPROPRIATE COUNTY OFFICIALS. n-IE ENGINEER MUST
OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT
TO COUNTY.
11. n-llS SYSTEM IS SIZED FOR TYPICAL DOMES TI C WASTES ONLY. BACKWASH
OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS
OR FILTERS SHOULD NOT BE INTR ODUCED INTO THIS SYSTEM.
12. INSTAU BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS
LESS THAN 5 .0 FEET.
13. THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO
BACKFIWNG OF SYSTEM COMPONENTS.
14. THIS SYSTEM IS DESIGNED FOR TYPICAL DOMESTlC WASTES ONLY. OWNER
IS RESPONSIBLE FOR TIGHT PLUMBING FIXTURES. I.E. HISSING TOILETS AND
RUNNING WATER IS NOT ACCEPTABLE ANO MAY OVERLOAD THE DESIGNED
SYSTEM.
15. HIGH COUNTRY ENGINEERING RECOMMENDS CONCRETE SEPTIC TANKS.
16 MINIMUM GRADE OF SEWER SHALL BE 1/4" PER LINEAR FOOT.
1. ABSORPTION TRENCH SHALL NOT EXCEED 100 FEET IN LE NGTH .
2. n-IE BOITOM OF THE ABSORPTION TRENCH SHALL BE LEVEL .
3 . DRAINAGE DITCHES ARE TO BE PROVIDED ABOVE AND AROUND TRENCH, AS
NECESSARY, TO PREVENT SURFACE RUNOFF CHANNELIZED FLOW FROM
ENTERING THE ABSORPTION AREA .
4. ABSORPTION TRENCH BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE
SOIL SMEARS INCURRED DURING EXCAVATION.
5 . NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DUR ING WET
WEATHER AND USE OF RUBBER TIRE VEH ICLES OVER BED AREA IS
PROHIBITED TO MAINTAI N GOOD SOIL STRUCTURE.
6. UNSUITABLE MATERIAL EXISTING Win-JIN n-JE TRENCH SHALL BE EXCAVATED
AND BACKFlLL SHALL CONSIST OF ONSITE SELECT OR PIT-RUN MATER IAL.
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2161813
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W"""""1\91~ ~ABllJl"I OR frnl"--511 FOllA ~UlAA l'\HFC8E
"" 34"Wx53"L K 12~H
(864 mmx1346 mm 1(305 mm)
IC)Tliiotmlkl~-...... -~,,,,, ... dll"•--·~bl'q
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u..its;-<lfthlllhlo ...... """""~-"'""'""""""""'""""""'~-Stwqe Capecltr 43 gal (163 l)
Invert Helgllt a• (203mm) --..,~~~"'"-°--'"'""l _ _.,.,.,,._by
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a~$1-W-T""""""'""UJ!.!>l•"""--.. ~.JU. ,_ot)C
Contact Infiltrator Wate1 T ecflnolog 1es· T echnlcal Services Departm&nt for assistance at 1-800-221-4436
FRONT EDDE Of CURB AND
GUTIER OR EDGE OF EXiSTING
SAWCUT LINE ASPHALT
10•
~/V'/W~'V~ >0//W'\:Y,' //, //, //, //, //, //, /, //, //, /j
SAWCUT LINE
SAWCUT DETAIL
N.T.S.
EXACT LOCATION OF SEDIMENT
FENCE TO BE STAKED IN THE FlELO
BY THE CONTRACTOR AND APPROVED
BY THE ENGINEER PRIOR TO
CONSTRUCTION.
NOTE'
SEE PA\1NG DETAIL FOR
ASPHALT AND BASE
INFORMATION.
SECURE TOP EDGE OF
FlLTER CLOTH TO FENCE
BURY TRAILING EDGE OF
FJL TER CLOTH IN TRENCH
A MINIMUM Of 6".
POST
1-I ••--10' (APPROX.) ---i
POST
u u
MATERIALS FOR FlL TER CLOTH FENCE SHALL CONSIST Of
STANDARO WOVEN LIVE-STOCK IMRE. A MINIMUM OF 36"
IN HEIGHT, A MINIMUM OF 14-GAGE \\lRE, \\lTH A
MAXIMUM MESH SPACING Of 6 "; POSTS SHALL BE EITHER
WOOD OR STEEL. MINIMUM LENGTH OF 5'.
SEDIMENT CONTROL FENCE
N.T.S.
Item#
2000T·2CP.HH
DFSGN NOTES
• Oes!9n P "' perfo"!'lonce j.est per ~STt.1
Cl227
• Top S1J •f<>~e orea 87,75 ft'
• fc 0 29 do)l'i; concrete -6,000 PSI
lol ln.
lp •jgllplioo·
f<>nk to be ~ot ""' 5" "''"' ~O!I(! t.ed or
pea qrovel
•. lnnk to b• boo~filtea unHormly <:in all
s i des In l lfte I~ th<>n 24"" cod
macllanlooll y onrnpoded
Uco11oted muter1ol may be use<I for
b odtl ~I. pro•IO~d lor ~e !(O(l.,.s ore
rem oved
E•ca11ot lon "'1auld be dew<>\ered end
to nk rnl e~ with wator prior \a b.ol ng ~~!
In serlliee fot ln•tollotion with wot"r
\obi" l""'s lhon 2' belaw grod"
M ~ets C1644-06 for re•il ien l ~onn<clors
Inlet .an cl Ouild Tden \l(jed obo ~e p ipe
o.i1 ..... r~d !:tlmplete w;tii ln t•rnol pipin g
.s~coodo~y solely sc•eer> ovoiloble wllll
f'VC riser
ALLOWABLE BURY
(Elo,.ed on Woter Tob ie)
W~lIR TA.BL£ ~c:~~
o· -,. J' -o·
1' -o· Y -o·
1· -o· •· -o·
3' -O" •· -o·
~' •• -Q"
5 .. . ....
2000 Gallon Top Seam
Two Compartment
with High Head Pump
...
t
,.,_ ·-
"'
+ I
. ·~
_, · ...
'Ssrvlce COflfracls a1191fable for maintenance '
N~t Wo1gh t
-& (711)*"'794 am50o.R!.317
•
-P.O.lb<ll25 VALLBY •Symno ,,.., CT1'l39!>8777 -..,,,.,_oos1211
•Produol:t 1"11 t h www.• ale)pi ,,.....,, 0 PRBCAST,lllc. •SeMce Enlll:tCA 4 ' 'G•alleJP '"""
1-1/2" -;s-ROQ(
1/r -3/~ FILTER LAYER __ ./
DfEMDQN
A STONE STABl.IZED PAD l.OOAlED AT POtns OF \-£1-llCULM INGRESS AND mes ON A
CONS'TRUCTION SITE.
P"BPOSf'
10 REDUCE THE AMOUNT OF MUD lRANSPOR"IED ONlO PUBLIC ROADS BY MOTOR VEHla.ES OR RUNOFF,
VEHICLE TRACKING CONTROL
N.T.S.
_.L __ ~J---------1'-----'--~
0 ~
/r r;; //II\\ \ \\\
BAL.ES EMBEDDED
4" TO 6"
DROP INLET
N.T.S.
ADS INFlL lRA TOR
UNIT.
12" MIN.
COVER_~
36" MAX.
COVER
NATURAL
GROUND
UTILIZE UPPER MANIFOLD PORTS FOR PIPE
ATTACHMENTS. 1-1/2" DISlRIBUTlON PIPE
0 HANG FROM TOP OF CHAMBER IMlH 'lfo
HOLES AT 4• SPACING DIRECTED TO TOP OF
CHAMBER. ONE l" HOLE AT END OF PIPE
TO DRAIN PIPE FACING DOWN.
TRENCH CROSS SECTION (TYP.)
N.T.S.
TOP OF PONO
DRIVEWAY ELEV=6369.64"
. ,"( ,"( ,"( ~ 3 ~~~~~1 '~-00/~~I /' 7 ~'y ~~ HONEYCOMB GRATE ~~\:~~~:::=;r--_5/__--GRATE ELEVATION-6365.50' / <_~~ TOP OF ONSITE DETENTION REQUIREMENT
/~
18" ADS N-1
FLOW
TO DA 'l'LIGHT
18" ADS N-12 TEE
·18" RISER
ADS-N12 CAP
WllH 3.e1•11 ORIFlCE
INVERT AT 6364.00'
POND OUTFLOW CONTROL DETAIL
RIP-RAP
BAlES EMBEDDED
4• TO a•
N.T.S.
BALES EMBEDDE.D
4• TO 6"
1-1/2" DISlRIBUTlON PIPE
4• -SOLID PIPE
REMOVABLE PVC CAP
I . _,,,-DRIU. 4 - 1 /2·-AIR HOl...ES
/ IN EXPOSED PIPE
INSTALL VERTICAL INSPECTION PIPE
AT END CAP OF INFlLTRATOR UNllS.
REMOVABLE PVC CAP
INSTALL MARKER IF CAP
IS TO BE BURIED.
FINISH GRADE
4" COUPLING
4• 45• SWEEP BEND
4• SEWER LINE
4" RISER
NFlL TRA TOR UNIT ~LEAN OUT
ASSEMBLY
INSPECTION WELL DETAIL
N.T.S.
SEWER CLEAN OUT DETAIL
N.T.S.
1---~~---1~-----~·--------t-~-----,-~·---------1~-2~·=-~
SHOULDER LANE LANE SHOULDER
NOTE:
6" CLASS 6 AGGREGATE BASE
COURSE COMPACTED TO 95X
STANDARD PROCTOR
TOPSOIL TO BE STRIPPED AND SUBGRADE SCARl~ED
AND RECOMPACTTO TO A MINIMUM DEPTH Of 12 TO
95X STANDARD PROCTOR
12" Cl.ASS 2 AGGREGATE BASE
COURSE COMPACTED TO 95%
STANDARD PROCTOR
TYPICAL SEMI PRIMATIVE DRIVEWAY CROSSSECTION
N. T.S .
ELECTRICAL ---+--
WARNING TAPE
ELECTRIC CONDUIT
ELECTRIC TRENCH DETAIL
N.T.S.
CULVERT OUTLET CULVERT INLET
N.T.S. N.T.S.
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PROJECT NO.
2161813
7
9-11-21211210 3:22PM
JOHN R., SCHENK
DA.NICERST
WILLIAM 1. dcW?N'IER, III
CAaOL YN M STMU'IMAN
FROM
1
1·
SCHENK, KERST & deWJNTER, LLP
A. PARlNERSHll' or PRoFEmONAL CO!tPOlATIONS
ATTOINBYSATLAW
302 EIGHTH S'TR1ilrr, surTE J 10
GL&IWOOD SPIIDIGS, COLORADO 8\601
·TELEPHONE: (m)9'~7
Tl!L.ECOP!Elt: (970) ~O
TELECOPIER TRANSMISSION NOTE
NOTICE -CONFIDENTIAL INFORMATION
P. 1
This communication is confid ntjal and is intended only forcbe ~t named below. Jfyou arc not the intended rec:lpient,
you are hereby notified that jiln,y dissemination, dlstri~ution, ccpyins or other use of 1he infonnation contained in this
cqmmunic:ation is strictJy pr hlbtted . If you have received this communication In error, pl~e telephone us collect and
return the original fax commu iClltion to ouf address by the U.S. Postal Service. Thank you.
Date: '1hi/6U I · TU,:.e: }: 2Q P"'·
Number of Pages (inclu ~ing this cover sheet):_L
~,~i..c~+q
TELECf PD:RNUMBER:. qvs: .. )=555
TO:
I
FROM: CAROLr M. STRAUTMAN, ESQ.
TELECOPIER NUMB ,R: (970) 945-2440
IN CASE OF A PROB~EMj CALL (970) 945-2447, Ext. 6
I
__ If checked, ple~e. ~all to confinn receipt of documents.
(_
'·
9-11-2000 3:23PM FROM P.2
6:00
. 6:10
AMENQED AND CORRECTED PLATS -.As ·aut~rized by C.R.S. Section 3Q..28-
133(a). · · · .
An amendment may be~ to a recorded plat, if.such ~endment does not inaease
the nulriber of subdivision · lots or dwelling units, remit in the major relocation of a
road or add new roads. The amended plat shall be submitted with a narrative
'explanatjon of the reason for the application and the consent of all land owners
involve4 t.o the Garfield County Planning Department for review and comparison with
the pr~ously ·recorded plat. Any proposed amended plat that does not have an
approvc¥f Preliminary Plan to verify the consistency with the proposed amended plat
or that ~ults in the relpcation of property lines between more than two (2) adjacent
properti~, shall be subject to the following standards and public meeting
requir~enu: . . · ·
·The Board shall consider the amended plat request at a scheduled Board meeting.
Notice of the public meeting shall be mailed by certified mail, mum receipt request~
to own~ of record of land immediately adjoining and within two hundred (200) feet
of the proposed amended plat, to mineral owners and lessees of mineral owners of
record of the land proposed for conversion. The amended plat site shall be posted
clearly and conspicuously vist"ble from a public right-of-way, with notice. signs
provided by the Planning Department. All notices shall be mailed at least fifteen (15)
and not , more than thirty (30) days prior to the meeting. The applicant shall be
responsible for mailing the notices and shall present proof of mailing at the meeting.
The follpwing supplemental information regarding the proposed amended plat shall
be filed with the application:
A. Copy of the deed showing ownership in the applicant, or a letter from ·the
property owner(s), if other than the applicant;
B. Names and addresses of owners of record of land immediately adjoining and
within two· hundred feet (200') of the proposed amended plat, mineral owners
'1td lessees of min~ai owners of reoord of the property to be a part of the
.iµnended plat, and tenants of any structure propo~ for conversion;
C. Evidence of the soil types and characteristics of each type;
D. Proof of legal and adequate source of domestic water for eaob lot created,
method of sewage disposal, and letter of approval of fire protection plan from
ippropriate fire disnict~ ·
E. lf connection to a coiiimunity or municipal water or sewer system is propo~
a letter from the governing body stating a willingness to serve;
F. ~arrative explaining why the amended plat is ~g requested;
The Board shall not approve an amended plat unless the applicant has satisfied the
following criteria: ·
;
6-1
o I ···l.~~.-i~t{.~~.:•
. :.-·.~i·1:.i .... ~ • .!.
, ....
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'
9-11-2000 3:2dPM
A.
B.
, C.
D.
E.
F.
G.
H.
FROM P.3
,, ..... ·~· ·•• ; l, •
I '' ,•'. •,, • ,' ,., .-.:, •; a
0 ~ I, ' '
·', u,.i
. .
~I Garfield CouQty zoning ~urrem~ts ~ be mei;
t\ll lots created will have legat access to ' a wblic right.of-way and apy
~ecessary access easements have been obtaine4 ~r .are in ~e p~ocess of being
obtained; . . · · . · ·· · .
Provision bas been made for an ·adequate so~ of Water in ierms orboth the
tegal and physical quality, quantity and depe1l4ability, ~d a suitable type of
~wage disposal to serve each proposed lot; .
~ state and Local environmental bealth and safety requirements have been tnet
9r are in the process of being met; .
Provision bas been .~e for any required road or storm drainage
improvements; · . .
1 f u-e protection has been approved by the appropriate fire district;
·~ necessary drainage, irrigation or utility easements have been obtained or
~e in the prooess of being obtained; and
~chool fees, taxes and. special as11essments have been paid .
. I
(_
Any proposed amended plat relocating two (2) or less property lines common to ~y· prop~n~es, may be approved by the Board of County Commissioners at a public
meeting:. (99.Q96) ·· .
I .
6:20 If apprdved, a plat titled .. Amended Final Plat of (subdivi$on name)" shall bC signed ( .
and datM ~y the County Surveyor, then signed and dated by the Chainnan of the
Board :ind recorded in the Clerk and Recorder's Office of Garfield County within
ninety d>o) days. The Final Plat shall rneet the minimum CRS standards for land
survey plats. as required by Colorado state law, and approved by the CO\lllty Surveyor
and ~~ include at least the infonnation as outlined' ht Section 5 :2Z of these
regulati~os. (99-096)
I
6:40 A com~ction may be made to an approved plat, if the sole purpose is to correct
technical errol'l such M minor surveying errors and drafting erro~ and the correction
is co~stent with the approved Preliminary Plan. The corrected plat shall ·be
submitted to the Planning Depanment with a narrative explaining the reason for the
plat cortectio~ for review and comparison with the Preliminary Plan. Within thirty
(30) ~s of submittal. the corrected plat shall be brouaht before the Board of County
Conimi$sioners for review and decision. If approved, the plat shall be signed and
recorde(l. as required of any Final Plat and noted in Section 5: l 0 .(99-096)
I
I
6-2
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