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APPLICATION
Sprrf,d UccParnia
GARflELD COU}ITY PLANNING I'EPANTMENT
r09 Eislth Strcct, SuitcSGI
Glcmood Spria3l CO tt60l
Telephl@gl4i.gzl? Facsimilc: 970. 3B!t-5004
Subminal Dete: October fO, Z l
Applicant: Stcvs gj126sq Alpine Wj61p Senvlcrs (permltee)
Mid-Coq L.L.C. (tand owner)
Represented by Lestie Kluemire Community lVorlsl trrc.Ad&xs Applicad Rep,resentative: Cornmunity lilorlsl Inc., i e Box 216 paonia, CO
Tele,phone: n0 s27 7s29 Fax nosn 7533 E-Mait: teslle@peonir.com
Address Applicstrt: Alptne Wasre Servlces, p.O. Box416, Smwmtss Villagq CO
lRecial Use Being Requested: Construcdon l{astesorting uorl 'francfer FacllltyzoneDisrict: ul Lightlndrstrlar stzcof propcrty: .igrcrcs\
Applicrtion Reguirelqcrtr: TlUrp itpms murt be submined wirh thc egplicetign
U ffau ana sPocrficadms futh proposcd usc including tbc houn of opcntioo, lbc amorn of vchicJc3
accorsiag tln rir oa e drily, r+ekly rndor moorhly brsic, ud ttc sirc of uy cxitiling or pr@occd
struc[rrqs that wi[ be utilized in conjurrctioa with the propoccd urc. Plcase rubrnit thic infornratin
in nanuitc fonn rd be ryccific.21 If yo. "dl bc ,uirg rlzer or will bc tr€stirg wastcwstcr in coqiunctio witb tbe proposcd urc, ptcuo
detail the arnount of r+urr that would be used aDd tbe tpc of rrancwrrer $arEncd" If yor wil bc
utiliziag well water, please atrash a copy of the rpproprialc u,ell p€rsrn rod sy o&cr hgal untcr
suppty inforrnrtioo, iucluding r wsttr allourent Goutrast or an approvcd wetcr aqgncotstioo plan.
3] A n-ap drawn o gcaleporrayiqg,ourpropcry, aU strudles o tbc propcrty, rBd tb Coruty or Stmc
redr,rays withh ooe (l) milc of your propcrty. If you are proposiqg s a?fl I cxpandorl a.cc$ ato
a Coumy or Statc roadway, rubmit a driveway orbighway socess pcruit.
41 A vicisity rnap, Sorring slopo ofyour propGrty, for wbic,h a U.S.G.S, l:24,000 rcalc qu.draagb rmp
will sufrcc.q A cry offu apprqric portio da OarficE Currry ilsscsor's mp shswiqg all public and prirre
lro&wuers adjaceut to your propcrty. Include a list of etl propcrty orvtcrs ad fun addrpssoc.6l Arach a copy d&. dcod.Dd a tqal dcscription of tbc proporty. f p, erc arring rs ar agcos frr tbc
ProPcrty owEr, yeu must attach rn ecloorrledgmcm &,om tbc property ownGr 6A yorr eay act b
hisrtcr bchalf.71 Fs dl applicatios pcrainlng to aitporrs, fu oil and gls iDfudry. por,Is tttrcrtds rndor
transmirsion indurtry, or asy o&cr clrssifisd inductrial opcrdioo, )rou Erust snrbrtit ao impect
staErat consistcut n'ith 6G rcquimncot! of Sections 5.03, pararyrapts I thru 3; 5.03.0?, Musiw;
rDd 5,03.0t, inclr*iw.
Ths comidcrarion of thil proposod SpcciEl Use will requim at lcart orc (l) tr$lic hcutg, ftr y,hich public
notice muct bc prwirlo( ftc PlamiDE Oeperurcm will rnsil )ou iDfomdim omccsning thir hcering(s),
30 dOrs prior to thc scncdulcd h€sriq8. Yor will trco bc rtquircd to notify, Uy ccrtifcd rcilm
rcccipt mail all adjaccat landowtrst! and publish thc noticc provided by th! Plalliqg Dcpertmcm, in e
Dsrvspapcr of gco€rBl cirsulatim. Both tbcse unices mu$ bc rnailcd/publirbcd s kas lS days prior to 6s
public hc.ring. Thc applicam shall bcar tbc cost o,f rn iling and public*io end proof of mailing rod
publiccion must bc submited et tbe timr of tbc public hcilinS.
OiSaEyEDocT3 ory
cotaiacd within this applicatioo is complae and correct, to tbc bcst of ury knorvlcdge:
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February 22,2001
r{
Mark Bean, Director
Department of Regulatory Services
109 8* Street
Glenwood Springs, Colorado 81601
RE: special use Permit Application - Construction waste Transfer Station
Dear Mark,
As a result of my phone call, inquiring about the hearing date for the Salzman Special UsePermit and Text Amendment, you discovered a second letter citing additional iniormation
needed for the project dated January 2,2001. I received this lettei via fax on r.Uru*y il,2001. I submitted the additional information requested by Jeff Laurien in a letter datei
December 4, in my transmission of December l& I am now submitting ,rbr"qurri
additional information requested by Jeff the letter received last week uy rax.
Site Rehabilitation plan
As stated in previous submissions, this site is a small portion of a much larger site
that has been'disturbed by years of use as a coal load-out facility. currentl-y, it
consists of graded dirt and gravel. one could argue that the improvements'Mr.
S aJzman is prop o sing
_
is StrlurrioryE"*"rr"r,i""o r;G ;" o ur terephone
. /My client
agrees that if his business is removed from the site and the .itr;;il ur. ,oi uUr,to lease to a new client that can use the concrete pad, he will remove it anO anf
other improvements such as fencing, etc. which have occurred as a result of tnis
special use permit use.
We are submitting a new map that shows additional drainage and landscaping information.
-?:*g that this project.was delayed a month and half by non-receipr of the January Zletter,
We would appreciate imrnediate determination that this application is now complete. We
also are very concerned about the slippage in hearing tnn;. Mr Salzman's construction
season starts in early spring and he has not been able to order new equipment or otherwise
plan for this year due to the delay in processing this permit. Any effortitrat can be madeto set his hearing in March would be greatly appreciated
P. O. Box e 16, PAoNtA, CO A 1426
(97O) 5?7-75"9 FA)( (97O) 5"7-7533
E-MAIL LESLTe@eloxrl. cor.t
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WORKS! F
Thanks so much for your help and I always look.forward to working with you.
Leflie Klusmire, AICP, ASLA
Sincarely yours,
RESPONOING TO AND MANAGING CHANGE
PRESERVING AND ENHANCING COMMUNITY
October 27,2000
Mark Bean, Director
Department of Regulatory Services
109 8* Street
Gtrenwood Springs, Colorado g1601
RE: Special Use Permit Application - Construction Waste Transfer Station
Dear Mark,
This application for a special use permit is being filed concurrently with a request for azone district amendment to allow a construction waste transfer rruri* * r#i-i r.ist,Industrial zone by special uaa p"aai .
vvalv rr.r')
Alpine wastg services, owned by Steve Salzmari, is requesting permission to construct aconcrete p.d ,o allow sorting and transfer of constructitn *uiii"ffi;rrd*g;il,;;wall, metal, paper, plastic and other types of materials involved in the demolition ofbuildings and the extra materiat wastid in construction. The rucrrity "ioi"lo"*,*.,"0on the exrsting Mid continent road-out site rocated at r05g d;;R..0 joo rl*swLvucarbondale, colorado.- The site being leased to Alpine w";-s;;;il;;"arr locatedto the east of the large load-out building
:,^rrT" y.:t"-:,"T:-"j distributesmetal dumpsters ro ctients on construction sites and then
H:i::lj::11of.t:,ll'.^,Ihl tull dumpsters.are b.ougr,ito u,, site and emptied ontothe concrete pad. Two on-site employees sorr the materi"ar "ri ,rr" ,""]i'-"#Jra "
::T: T.lTTr.lTpq to-the lan!fiu, No materiar classified"as ;;;;"*'#;* Irl*"0
f,"b!,,|}:led
into Alpine waste Service dumpsters
""a " *, processed at ttrislite o. uythis business.
*t:*:::*j:"::l^"f ll,"o.*: rhe pad area wirh a metal roof or building.pau area wlrn a metal root or building. The siteyr,Y,"r.1*:)i:1l^.:1"ened and drained according to Garfield County Land Use
*::l':l':::,,9::.,":-:Tt1'l-.si.p).Hoursoi"u*^d;;r;';i";;;;:,0",tdy
lll:i:lj:::f:l:::l-:1,p'.u p t ,yo^sunoay ";;i;, is expecteJ e fonuur"toilet and warer containers will b available frr;pilr.r;;.
P. O. Box 2 t6, pAoNta, CO A t4ZA
t97O) 527-75?9 FAx (97O) 5?7-7533
E-MAIL LEsLre@eloNrl.cor,,r
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COMMUNITYWORKS! F
At this time, Alpin. wTl". services processes ro-rzrrucks per day (24 trips). At themaximum, this site wourd be able to process 25;*"kr;;"y (50 trips).
Thank rfu and as always, I look forward to. working with you in the future. As we agreedon the phone last week, we are submitting the appHJation without prior staff review due tothe current overburdqt of work in your aepartrn"nt. please don't hlsitate to call me if youhave additional questions or r.rd rfo;;il; ;'.r*, "fr r*r, submission.
Sincerely yours,
Klusmire, AICP, ASLA
ommunity Works! Inc.
P. O. Box 216
Paonia, Colorado 81429
klos?^-
970 527 7529
970 527 7533
leslie@paonia.com
k":#-
Alpine WastYservices
Phone:
Fax:
Email:
Q;-*"s
MIDCON RE LLC
P.O. Box 2115
1001 Grand Avenue, Suite 106
Glenwood Springs, Colorado 81602
ta!an!,
I,IATERIALS.
October 30, 2000
Mark Bean, Director
Department of Regulatory Services
108 Eighth Street, Suite 303
Glenwood Springs, CO 81601
RE: Request for a Zone District Amendment
Dear Mark:
Midcon, LLC requests a zone text amendment to the L-1 LightIndustrial Zone to allow a construction waste transfer station as aspecial review use.
Therequestedtextwou1dreadasfo]-].ows(NEWLANGUAGE):.>
3.72.034
lg "*
Other Uses: Asphalt batch plant; concrete batch plant;
oil-; cold\ recycling metals, paper, plastic or automobitestorage plants; electronic switching station; electric powersubstation; electronic satellite or microwave receiverstations; storage, repair and dispatch center for transit
FAX
(970) 945-2303
PHONE
(970) 945-7148
i,.(
rlto t e
usesi T
wooD, DRY
CONSTRUCTI
FOR CONSTRUCTION WASTE, INCLUDING
PAPER, PLASTIC AND OTHER TYPES OF I L
' i) ttri. ..". t
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This application for zoning text. amendment is being firedConCurrentIywithareguestforaMit,aI1owingfor
installation of a transfer station facil-ity by Steve Salzman, A1pinewaste service, LLC, at the Midcon Loadout site at 105g county Road J_00east of Carbondale.
Thank you for your review.
Sincerely,
MIDCON REALTY, LLC.
Robert Delaney, Manager
RD/pc
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Paul & Celia Nieslanikyfm County Road 100
Carbondale, CO 81,623
2393-34l.-00-009
United States of Amenc^
wn' z3g3-353-oo -032
*doMichael & Julie Kennedy
867 County Road 100
Carbondale, CO 87623
2393-354-00-045
*e" Town of Carbondale
511 Colorado Avenue
Carbondale, CO 81,623
2393-354-00-035
BK
kxffiorrirrg fork Preserve, T J.C
P.O. Box 1,360
Basalt, CO 81,621.
2393-363-00-009
afr uAondale C orp oratio n
2000 S. Colorado Blvd.
Tourer Two, Suite 2-1000
Denver, CO 80222
2463-021-00-011
z:-
* #fitoanng Fork RailroadtFP Holding Authority
530 lTast Main Street
Aspen, CO 81,61,7
2393-354-00-060
PROPERTT
wr1rr:*"ndde
Carbondale, CO 81,623
2463-022-00-002
t#{Nieslanik
481 County Road 100
Carbondde, CO 87623
2463-022-00-008
Public Serrice Co. of CO.
WAttrr: Property & Land Tax
1225 176 Street, Suite 400
Denver, CO 80202-5543
2393-353-00-048
Timothv Nieslanik
#SZ+Corrrrty Road 100
Carbondale, CO 87623
2393-353-00-053
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S pecial Use Permit/Zonng Amendment Applicatio n
Alpine Waste Services Construction Waste Transfer Station
Industrial Operations Impact Statement
December 18, 2000
Purpose:
This impact statement is being submitted as part of the application for a special use permit
that was filed concurrently with a request for a zone district amendment on October 27,
2000. The purpose of the special use permit and zoning amendment is to aliow a
construction waste transfer station in the L- 1 Light Industrial zone by special use permit.
Proiect Location: Existing Mid-Continent Industrial Park (former load-out site) located
at 1058 County Road 100 near Carbondale, Colorado.
Proiect Description:
The project includes the construction of a concreJe pad to allow sorting and transf'er of
construction materials including wood, dry wall, metal, paper, plastic and other types of
materials involved in the demolition of buildings and the extra material wasted in
construction. The faciJity is to be constructed on the existing Mid Continent Industrial
Park site located at 1058 County Road 100 near Carbondale, Colorado. The site being
leased to Alpine Waste Services is generally located to the east of the large load-out
building.
Alpine Waste Services distributes metal dumpsters to clients on construction sites and then
picks up the full dumpsters. The full dumpsters are brought to the site and emptied onto
the concrete pad. Two on-site employees sort the material and the sorted material is
hauled away on semi-trailer trucks. Some material is hauled off-site to be recycled and
some material is hauled to the landfill. No material classified as hazardous waste is allowed
to be dumped into Alpine Waste Service dumpsters and is not processed at this site or by
this business.
Eventually, Alpine Waste Services hopes to covei the pad area with a metal roof or
building. The site will be adequately screened and drained according to Garfield County
Land Use Regulations (see accompanying map). Hours of operation will not exceed
Monday through Saturday from 7 a.m. to 6 p.rn. No Sunday operation is expected.
Statement of Impacts Accordine to Garfield Countv Code Section s.03.07
5.03.07.(1)(A)Existing lawful use of water through depletion or pollution of surface
run'off, stream flow or ground water: No water is needed for this use. The site will be
adequately drained according to Garfield County Land Use Regulations (see map). A
portable toilet and water containers will be available for employee use.
.t f
+
5.03.07.(1)(8). tmpacts on adjacent land from the generation of vapor, dust, smoke,
noise, glare or vibration, or other emanations: No vapor, dust, smoke, glare or
vibration is expected from this use. The use takes place in the daytime, no lighting needs
are anticipated. The operation merely involves unloading, sorting and loading of non-
hazardous building construction material. No noise is anticipated above that normally
associated with loading and unloading trucks. There is no compaction facility proposed as
part of the this project.
5.03.07.(1)(C). Impacts on wildlife and domestic animals through the creation of
hazardous attractions, alteration of existing native vegetation, blockage of migration
routes, use patterns or other disruptions: The site on which this use is proposed has
been an industrial site since the late 1950's. The historic use of the site as a coal load-out
facility included transport of substantial volumes of coal to and from the site, via truck and
train. Operations were continuous through the year. The proposed use is relatively small
in scale in comparison to historic use. The proposed use will not disturb existing
vegetation nor will it disrupt the landscape or existing wildlife migration patterns.
5.03.07.(1)(D). Affirmatively show the impacts of truck and automobile traffic to
and from such uses and their impacts to areas in the County: At this time, Alpine
Waste Services processes 10-12 trucks per day (24 trips). At the maximum, this site
would be able to process 25 trucks per day (50 trips). The historical use of this property
inciuded significantly more truck trips and much heavier equipment than proposed by this
use. The impact of the use on County Road 100 will be unnoticeable.
5.03.07.(1)(E). That sufficient distances shall separate such use from abutting
property which might otherwise be damaged by operations of the proposed use:
The surrounding land consists of the Mid-Continent load-out facility and the County Road
100 right-of-way. Agricultural uses exist north of County Road 100. The use is
adequately buflered from distant incompatible uses.
5.03.07.(1)(F). Mitigation measures proposed for all of the foregoing impacts
identified and for the standards identified in Section 5.03.08 of this Resolution:
1. The site will be adequately screened and drained according to Garfield County Land
Use Regulations (see map).
Hours of operation will not exceed Monday through Saturday from 7 a.m. to 6 p.m.
No Sunday operation is expected.
No material classffied as hazardous waste is allowed to be dumped into Alpine Waste
Service dumpsters and is not processed at this site or by this business.
2.
J.
4.
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February 22,2001
!
Mark Bean, Director
Department of Regulatory Services
109 8th Street
Glenwood Springs, Colorado 81601
RE: Special Use Permit Application - Consrruction Waste Transt'er Station
Dear Mark,
As a result of rny phone call, inquiring about the hearing date fbr the Salzman Special Use
Permit and Text Amendment, you discovered a second letter citing additional infbrmation
needed for the project dated January 2,2001. I received this letter via fax on February 15,
2001. I submitted the additional infbrmation requested by Jeff Laurien in a letter dated
December 4, in my transmission of December 18. I am now submitting subsequent
additional information requested by Jeff the letter received last week by fax.
Site Rehabilitation Plan
As stated in previous submissions, this site is a small portion of a much larger site
that has been disturbed by years of use as a coal load-out facility. Currently, it
consists of graded dirt and gravel. One could argue that the irnprovements Mr.
Salzman is proposing is rehabilitation. However, according to our telephone
conversation, rehabilitation is considered removal of ilnprovements. My client
agrees that if his business is removed from the site and the site owners are not able
to lease to a new client that can use the concrete pad, he will remove it and any
other improvements such as fencing, etc. which have occurred as a result of this
special use permit use.
We are subrnitting a new map that shows additional drainage and landscaping inforrnation.
Being that this pro.iect was delayed a month and halfby non-receipt of the January 2letter,
We would appreciate irnrnediate deterrnination that this application is now complete. We
also are very concerned about the slippage in hearing times. Mr. Salzman's construction
season starts in early spring and he has not been able to order new equipment or otherwise
plan for this year due to the delay in processing this permit. Any effort that can be made
to set his hearing in March would be greatly appreciated.
P. O. Box 2 I 6, PaoHtr, CO 8l 4?A
(97O) 527-7529 FAx (97o) 527-7533
E-MAIL LEsLte@eloxtl.cou
COMMUNITYWORKS! F
Thanks so much for your help and I always look.fbrward to working with you.
Le$Iie Klusmre, AICP, ASLA
Sincgrely yours,
RESPONDING TO AND MANAGING CHANGE
PRESERVING AND ENHANCING COMMUNITY
October 27,2000
Mark Bean, Director
Department of Regulatory Services
109 8u'Street
Glenwood Springs, Colorado 81601
RE: Special Use Permit Application - Consrruction Waste Transfer Station
Dear Mark,
This application for a special use permit is being filed concurrently with a request for a
zone district amendment to allow a construction waste transf'er station in the L- 1 Light
Industrial zone by special use permit.
Alpine Waste Services, owned by Steve Salzmari, is requesting permission to construct a
concrete pad to allow sorting and transfer of construction materials including wood, dry
wall, metal, paper, plastic and other types of materials involved in the demolition of
buildings and the extra material wasted in construction. The facility is to be constructed
on the existing Mid Continent load-out site located at 1058 County Road 100 near
Carbondale, Colorado. The site being leased to Alpine Waste Services is generally located
to the east of the large load-out building.
Aipine Waste Services distributes metal dumpsters to clients on construction sites and then
picks up the full dumpsters. The full dumpsters are brought to the site and emptied onro
the concrete pad. Two on-site employees sort the material and the sorted material is
hauled away on semi-trailer trucks. Some material is hauled off-site to be recycled and
some material is hauled to the landfill. No material classified as hazardous waste is allowed
to be dumped into Alpine Waste Service dumpsters and is not processed at this site or by
this business.
Eventually, the client hopes to cover the pad area with a metal roof or building. The site
will be adequately screened and drained according to Garfield County Land Use
Regulations (see accompanying map). Hours of operation will not exceed Monday
through Saturday from 7 a.m. to 6 p.m. No Sunday operation is expected. A portable
toilet and water containers will be available for ernployee use.
P. O. Box 216, PaoNtA, CO A 1428
(97o) 527-7529 FA)( (97o) 527-7533
E-MAIL LEsLre@ploNtr.cou
COMMUNITYWORKS! F
At this time, Alpine Waste Services processes 10-12 trucks per day (24 trips). At the
maximum, this site would be able to process 25 trucks per day (50 trips).
Thank you and as always, I look forward to working with you in the future. As we agreed
on the phone last week, we are submitting the application without prior staff review due to
the current overburden of work in your department. Please don't hesitate to call me if you
have additional questions or need information beyond our initial submission.
Sincerely yours,
lie Klusmire, AICP, ASLA
ommunity Works! Inc.
P. O. Box 216
Paonia, Colorado 81428
HdSt -
910 527 1529
970 521 7533
leslie@paonia.com
a\};r4.---
Steve Salzrrvtrh
Alpine WastYservices
$a-{/-,ft*z
Robert Delaney, Manager /
Mid-Con, L.L.C.
Phone:
Fax:
Email:
Ou+-*-s
MIDCON
o
LC
P.O. Box 2115
1001 Grand Avenue, Suite 106
Glenwood Springs, Colorado 81.602
October 30, 2000
Mark Bean, Director
Department of Regulatory Services
108 Eiqhth Street, Suite 303
Gfenwood Springs, CO 81601
RE: Request for a Zone District Amendment
Dear Mark:
Midcon, LLC requests a zone text amendment to the L-1 LightIndustrial Zone to al-Iow a construction waste transfer station asspecial review use.
The requested text wou.l-d read as foll-ows (NEW LANGUAGE) :
3.72.034
Other Uses: Asphalt batch planl:i concrete batch plant;
recycling metals, paper, plastic or automobile oiI,. col_dstorage plants; electronic switching station; electric power
substation; el-ectronic satel-l-ite or microwave receiverstations; storage, repair and dispatch center for transit
USES; TRANSFER STAT]ON FOR CONSTRUCT]ON WASTE, INCLUDING
WOOD, DRY WALL, METAL, PAPER, PLASTIC AND OTHER TYPES OF
CONSTRUCTION MATERIALS .
Thls appl-ication for zoning t.ext amendment is being filedconcurrently with a request for a specia] use Permit, allowing forinstallation of a transfer station facility by Steve SaIzman, Alpine
Waste Service, LLC, at the Midcon Loadout Site at 1058 County Road 100east of Carbondal-e.
Thank you for your review
Sincerely,
MIDCON REALTY, LLC.
FAX
(970) 945-2303
L
PHONE
(970) e45-7148
Robert Delaney, Manager
RD/pc
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April 13,2001 o
REC EtvEDAPR 172rl01
Mr. MarkBean
Garfield County Planning Department
lo9 8o'St, Suite 303
Glenwood Springs, CO 81601
Re: Zone District Text Amendment &
Alpine Waste Service Special Use Permit
To: Mark Bean, Planning Director
Garfield County Planning Commission
Garfield County Commissioners
On April 12ft I came to your offices and reviewed the file for the zone district text amendment and special use
permit request and I also briefly discussed the matter with Senior Plarner, Greg Butler. The application and th9 nlan
map did not provide enough detail or clearly define issues to ensure that any negative impacts will be mitigated and
left me with the following questions and observations.
I was truly amazed tlnt in this day and age of high technological advances tlnt anyone would even consider sorting
trash on an open concrete slab and subjecting a neighborhood to it's shortcomings. I feel that the applicant has not
adequately addressed blowing trash and debris as provided for in the Industrial Performance Standards. I am a co-
owner of a construction company and we utilize a construction waste service that does its sorting, compacting and
transfer of waste in an enclosed facility that is fenced and screened from the surrounding neighborhood. This
certainly appears to be a much more logical approach to this rype of business and therefore makes me suspicious of
the plan tlnt hasn't thus farbeen presented. I would hope that you would question the applicant as to where this
operation is currently taking place and why they are moving it.
The Town of Carbondale Trustees and officials have made it clear that they do not want heavy truck traffic on Main
St. or Snowmass Dr. (a School Zone) which leaves access on County Rd. 100 offof State Highway 82 only. If you
consider that the access near the roping arena is now posted as no left turn then one has to assume that access will be
on the west side of the load-out facility which is contrary to the applicant's mitigation statement that the use is
adequately buffered from distant incompatible uses. It certainly brings to the forefront the incompatible nature of
industrial zone impacts from activities tnt cause vapor, dust, smoke, noise, etc. with rural residential living. Aspen
Equestrian Estates and St. Finnbar residential suMivisions have been approved and are being developed which puts
greater pressure on an unimproved County Rd. 100 and the potential for conflicts between industrial zoning traffic
(i.e. heavy trucks) and passengervehicles and children on birycles.
The area is known for having high ground water and open ditches. What measures are being proposed to prevent
contamination of our water source? Will the county require a study by a licensed hydrologist? The applicant states
that no hazardous waste will be processed at the site. This is not a perfect world, so will there be a plan in place to
deal with hazardous waste when it ends rry there?
There is also the issue of an overburdened staff. If this use is approved with conditions, who will be available for
enforcement? This should not become a burden upon the neighborhood. As neighbors we are entitled to the
peacefirl enjoyment ofour property and would request that no operations be conducted on the weekend.
The applicant states that in the futrne, as the money becomes available, he would like to put a roof over the concrete
slab. Does this zuggest that the applicant does not currently have the financial ability to operate this business in a
responsible numner, which includes paying for mitigation measures that result from impacts?
Thank you for your time and consideration.
Sincerely,
9tr^--.1{r- aaq
SusanKennedy-Cady @ 8l Coftonwood Ln.
Neighbor & Property Owner
Please distribute copies to the Planning Commission and &e Commissioners
O*rruvinRpRoo2ool
RESPONDING TO AND MANAGING CHANGE
PRESERVING AND ENHANCING COMMUNITY
April4, 2001
Greg Butler, Senior Planner
Garfield County Planning Department
109 StL Street
Glenwood Springs, Colorado 81601
RE: Special Use Permit Application - Construction Waste Transfer Station
Response to March 22 Request for Additional Information
Dear Greg,
Thank you so much for meeting with Steve Salzman, Diane Delaney and myself out on the
proposed site this morning. It helped us to consider your concerns in the actual setting.
Please let us assure you, that your concerns are important to us and we welcome this
oppo.t roity to proride -or"-iofoornation to explain how this business will be conducted.
Specifically:
1.Sump Pond Maintenance. The sump pond will be checked monthly and after each
storm event, and cleaned out as needed by Alpine Waste Services.
Truck Impacts. As you saw on the site, this is an industrial environment and there are
other businesses located in the Industrial Park. Adjacent residential development is
sparse and flrst house is a considerable distance from the site. There also would he no
net new truck traffic, the business would be relocated from its current location onto
this property. Other trucks currently traverse this property. Should dust from this and
other on-site businesses become a problem, appropriate dust control would need to be
instituted.
3. Mr. Salzman has no problem restricting on-site music from his employees to personal
headsets with headphones. Loud music will not be allowed.
Again, we want to emphasize that this business provides a service not only to its clients
but to the Valley in that small job construction waste is consolidated and disposed of
properly. This eliminates much of the cause of illegal dumpurg that was prevalent in the
P. O. Box 2 16, PaoNrr, CO A l42A
<97O) 527-75?9 FAx (97O) 5"7-7533
E-MAIL LESLTe@eloNra.cov
2.
COMMUNITYWORKS! F
I
past. Instead of going to the landfill, much of the waste is sent to recycling centers and
landfill capacity is preserved.
We look forward to your staff report and to working with you. I will be out of town until
April 17 and will get back to you on any questions that may arise on that date.
Sincerely yours,
lrul'loaru,r^-
f-Jrfi, Klusmire, AICP, ASLA
I
April 06,2001
Mark Bean
Garfi eld County Planning Department
109 8'h Street, Suite 303
Glenwood Springs, CO 81601
RE: Alpine Waste Services Special Use Permit Application
REGByED APRosw
Mark Bean, Planning Director
Garfield County Planning Commission
Garfi eld County Commissioners
As an Adjacent property owner, I would like to respond in writing to the letter I received on
April 05,2001 from Leslie Klusmire who is representing Steve Salzman, Alpine Waste Services.
Before I start, let me point out that I am not a newcomer (Carbondale resident since 1979,
neighborhood resident since 1983), and I am not a no growth advocate. I believe in private
property rights as long as the growth is done reasonably so as not to be a detriment to others and
not adversely affect others. For example, Eubank's Storage facility to the east, is a nice
operation and is nicely maintained, clean, etc.
As you may know, Mr. Salzman operates a dumpster storage facility on the properly already.
This is located on the west side of the old loadout building along the railroad tracks. This is a
fairly large operation at this time with as many as 55 l5 cu.yd. dumpsters and 28 40 cu. yd.
dumpsters there at any given time. It is my opinion that this operation has not been a good
neighbor since he started that business and now he is asking to expand into trash. In May of
2000,I called and left messages about the huge amount of dust generated by the trucks traveling
along the railroad tracks (as fast as they can go) from the Nieslanik Property down to the storage
area (top of Willow Lane extended), with no response. I then called the County. They said,
"call the company". I also asked the County if the Alpine operation was truly on the leased
property or was it on the railroad right of way (I believe both are true). The County did not
know and expressed little interest. I called Alpine Waste two (2) more times with no response.
I have not complained about all the banging and clanging of dumpsters at 5:30 am, about the
diesel smoke which fills the entire neighborhood each morning that the wind does not blow or
about the general noise from the trucks. Believe me, I lived here when the coal trucks were
operating and I had less concern over them (trains included), than I do about this operation.
Mainly, because you knew what the coal operation was going to do, these guys (in my opinion)
are going to sneak up on us and then, as is always the case, Garfield County will do nothing to
fix it due to lack of staff, lack of time, lack of ambition or whatever other excuses work at the
time. It is a fact, if this operation that is proposed goes in, the entire neighborhood and the 100
Road corridor in general will be stuck with the mess it generates and will have no recourse.
Now let's talk about the request from Alpine (copy attached with the underlining added by me).
,' t
-2-
First of all, a concrete pad to sort waste on is stupid for lack of a more tactful word. If any of
you have ever been in that little valley on 100 Road between Carbondale and Catherine's Store,
you know how hard the wind blows there.
iust how much trash can blow around the neighborhood in the time it takes to dump a 40
cu. yd. dumpster on a concrete pad and then (2 men only) sort it into semi'trucks?? Can
you picture this operation as they describe it? I can and it is a joke! Will drywall, paper and
ptu.il. blow away from the site while 2 men sort? You bet it will on an ongoing basis. Soon our
neighborhood will look like the South Canyon Dump. Similar operations in other areas have
certiinly had these problems and the same concerns from the neighbors, towns and so on.
How wilt they control this and who will police it if it becomes a problem? The answer is no
control as soon as everyone stops watching shortly after they get approvals and certainly, no
policing by Garfield CountY.
i., pu.ugruph four, while describing the operation, they state that no hazardous waste is allowed
in their dumpsters and they have "no intention" of processing hazardous waste.
How can they possibly police both hazardous waste and/or house trash from being dumped
in their 40 cu.yd. dumpsters without their knowledge and what will they do with it then?
Having worked as a mining engineer for 14 years and as the construction coordinator on the
Glenwood Canyon (I-70) tunnels for over six years, I do know construction and construction
workers. you cannot convince me that workers will not come to job sites and throw their house
trash in the dumpsters, throw their lunch waste in the dumpsters and so on. In addition, what
will they do when a painting contractor or other contractor decides to throw his half empty can
of stain or other hazardous materials into the bottom of the dumpster early in the morning before
anyone notices. When Alpine finds it, it will be on their "concrete pad" being sorted by 2 men).
Wirat will they do with the house trash then? What will they do if those cans of hazardous waste
break open? it ir typ. of situation will be the rule......not the exception! They may not have
any "iniention" of processing this type of waste, but you better believe (unless you are a
dreamer), it will happen time and time again'
Eventuaily, Alpine hopes to cover the pad area with a metal roof or building. Eventually?
Is that the same as "some day" or "in a perfect world"? Does that mean in my lifetime or
someone else,s. A roof over the pad will not keep the trash from blowing all over the valley. A
building actually would help to reduce the potential wind-blown trash problem.
Saturd"ay op.rutio, from 7am to 6pm and Sunday operation not "expected"?? That souncis
like the same vague explanation that we got for the building in the question above. The Saturday
operation doesnt thrill me, but do we have to listen to it on Sunday too? They certainly are
leaving the door open for it and will do it if it is profitable. No doubt about it.
No raiios or loud music is the least of my concern. Are they going to run a chipper for
wood products to make mulch? Some other motorized device? At what noise level will this
be? tiow many days/week? Saturdays and Sundays too? These concerns need to be
addressed by thl applicant. I believe they will control radios because that is easy and does not
affect their bottom line, but what about the rest of the questions?
The Town of Carbondale does not want the trucks going through Town. Therefore, they
wilt all use 100 Road in and out from the east (Catherine Store) side. I do not believe this
is going to be safe. I do not believe that it will be safe for all the truck traffic on 100 Road.
rn-e Uriige over the Roaring Fork is narow and when traveling west (even if only pulling a
;1
-3-
horse trailer, not a semi-truck), a driver nearly has to go into the oncoming lane in order to keep
from hitting the side of the bridge. I do not believe the design is safe at that point. In addition,
the 100 Road has almost no shoulder on either side, yet is full of bicycle riders nearly every day,
in all seasons. How will they be affected by the increased truck traffic and who will get the
worst of that conflict?
What will be the access points for the truck traffic? As it stands now, the Alpine Waste
trucks are not supposed to make the hard (more than 90 degree) left just south of the roping
arena into their dumpster yard. In fact there is a sign there that says no left turn. If you think
this is what really occurs, think again. How are they going to do this in the future with 50 truck
trips per day. Will it be safe? If they go all the way to Nieslanik's turn in as they are supposed
to, will all of us in the neighborhood have to choke on all their dust (as they travel along the RR
tracks) as we have since they started their dumpster storage operation? We have dirt roads in
our neighborhood and we treat them to keep the dust down. They have a paved surface along the
tracks that is worse than any dirt road.
What will be the total number of truck trips (between the recycle and the dumpster
business) making left turns from 100 Road into the property (70, 80, 100X
In closing, I would like to say that I am sure there are more questions that I have not thought of.
On the surface, this seems like a "no brainer". They are recycling, how can that be bad? Well,
if there is this many concerns, no one that will be enforcing the solutions to the problems, and
profit is the main ingredient, perhaps the recycling "solution" is worse than the problem at this
location, unless the concerns are addressed.
Thank you for your consideration.
Sincerely,
Michael R. Kennedy
Adjacent Property Owner
Please distribute copies to all the addressees at the top of page one. I am sending this to you
certified mail.
RESPONDING TO AND MANAGING CHANGE
PRESERVING AND ENHANCING COMMUNIfi
April3. 2001
:;: :' l:
. ,t :',::, .- , '. ,' - , .i' -" l ','
Michael & Julie Kennedv
867 County Road 100
Carbondale, Co,lorado 81623 ,
r:' _ : ': I i.r'
RE: Parcel No- 2393-354-00:045,: , - ,
Dear AdjaCent Property Owaer:l
:l'',.
Alpine Waste orvned by Mr. Salzrnan, is r tin
I
TLe i*^L^ln^.,^q o€ se*tle^".s
{Jas ^ldLd I \'*. (e,rrea1
n to constrllct
Yott are receiVing this rnailing including the attached public notices becauSe you own
property next to the Mid-Continent Industrial Park (foimer load-out site) located at 1058
County Road in Carbondale, Colorado. My client, Mr. S,teve Salzman of Alpine Waste.
l
d3:r to do this, we have applied both for a r.
amendrnent and a Special Use Perrnit. I
Accor..ding to my understanding of what the Garfield Countyr Planning Staff has discussed
with rne,.the zone text amendment is necessary because while the current L-1 Light
Industrial Zone District allows most of the materials that Mr. Salzman handles, iiOoes
not mention,"wood'l in the allowable materiats. Adding na. Sat man's business :
(gons[ructign ryaste trans{eI s.tatign) as a use bv Special Permit in this zone wi]l then
allow wood to be a material that is handled by Mr. Salzman.
wal1, rnetai, papef, plastic and otheJ tvpes of rnaterials involveq in the demautiorl o.f_buiIdingsandtheeI1I4]I4L.iefaci1itvistobecorrstructed
on the existing Mid Continent load-out site tocatea at t058 County Road 100 near
Carbondale, Colorado. The -site proposed to be ieased 1o Alpine \Vaste Services is
genera|ly located to the east of the large load-out building. ,i, ,
.
concrete to allqw sorting and transfer of construction rnalqrials includine tood
A1 Waste Services distributes rletal dumpstdrs to clients on construction sites and
then oi up the full d re{g. ,The fyll dumpsrers are broughito@d
erlo the concr,ete pad. Two on-site emplo
haulgd a*ll91s.qm1-trailer trucks. Some material is hauled ,off-si1e to be recycled and
some mateiial is hauled to the landfill. Nq rnaqelial classified as hazardous waste is
ailowed,n b" du* 1
-
.P: o. Box 2 16, Proxrr, co B r4?a.
(97c.) 527-75e9 FAx (97O, 5?7-7533---,
:, E-Mrtu uesLte@PAoNlA.coM
.l p,, t .!
a
site or by this business.Mr. Salzrnan has no intention of ever process hazardous
waste and the se Permit al restrictions would not w that
nrocessins.4
Ev=Erltualy, the client hopes to cover the pad area with a metal roof or building. The site
wiil be adequately sqqgnqd4nd drained according to Garfield County Land Use
Regulations. Hours of operation will not exceed Monday through Saturdav from 7 a.rn.
to 6 p.m. No Sunday operation is expected. A portabte toilet and *ut"r *rrtul*s *ru
be available for employee use. AtTh,eE(lest of Garfield County, Mr. Salzman has
agreed to
At this tirne, Alpine Waste Services processes lo-lztrucks per day (24 trips). At the
maximum. this site would be able to process 2_5 trucks per day (_5Otrips).
If you have any questions about this proposal, you rnay call the Garfield County planning
Staff at 970 945-8212 or rne, Leslie Klusmire, atglO 527-7528. I witl be ort oi to*n
until April 17 and witl be happy to talk with you about this project after that time.
Thank you for reviewing the attached pubiic notices.
Sincerply yolrrs,
%*H,lery(*\--.'jiL-{/'t2L/*_ f--'1t \-/ u ,t
Leslie Klusmire,' AJCP, ASLA
Rppresenting Steve Salzman, Alpine Waste Services
To:
CG:
From:
Date:
Re:
Board of County Commissioners
Steve Salzman
Greg Butler, Sr. Planner
03t0u200l
Alpine Waste Services
The Planning Department has received a request by Mr. Steve Salzman of Alpine Waste Services for
azote text amendment that would allow a construction waste material transfer station in the Light
Industrial zone district. Staff has deemed the application technically compliant. Pursuant to Section
'lO,O4 of the Garfield County 7-orung Resolution, staff recommends that the Board of County
ffii--itmissioners refer the application to the Planning Commission for discussion at their regularH ,,pn Wednesday, April 14,2001.
l:::::iil:::l::l::,ii.l:l:i'li:::lil.l:l::
::i:::::ii:i:ii:iii:iii:i:l:::i:l,l:i.i:,i l:ll
:liiiii:;iii::iii::l:iii::::l:iiii:l::.':i
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RESPONDING TO AND MANAGING CHANGE
PRESERVING ANO ENHANCING COMMUNITY
October 21,2000
Mark Bean, Dfuector
Department of Regulatory Services
109 8'h Street
Glenwood Springs, Colorado 81601
RE: Special Use Permit Application
Dear Mark,
Construction Waste Transf'er Station
This application for a special use permit is being filed concurrently with a reqllest lbr a
zone district amendment to allow a constrLlction waste transf-er station in the L- I Light
Industrial zone by special use permit.
Alpine Waste Services, owned by Steve Salzman, is requesting perrnission to constrllct a
concrete pad to allow sorting and transf'er of constrllction materials incltrding wocld, dry
wall, metal, paper, plastic and other types of materials involved in the dernolition of
buildings and the extra material wasted in construction. The faciJity is to be constrllcted
on the existing Mid Continent load-out site located at 1058 County Roa<i 100 near
Carbondale, Colorado. The site being leased to Alpine Waste Services is generally looatecl
to the east of the large load-out building.
Alpine Waste Services distributes metal dumpsters to clients on construction sites and then
picks up the full dumpsters. The full dumpsters are brought to the site and emptied ontc)
the concrete pad. Two on-site employees sort the material and the sorted material is
hauled away on semi-trailer trucks. Some material is hauled ofl'-site to be recycled and
some material is hauled to the landfill. No material classrfied as hazardous waste is allowed
to be durnped into Alpine Waste Service dumpsters and is not processed at this site or by
this business.
Eventually, the client hopes to cover the pad area with a metal roof or building. The site
will be adequately screened and drarned according to Garfield County Lancl Use
Regulations (see accompanying rnap). Hours of operation wili not exoeed Monday
through Saturday from 7 a.m. to 6 p.rn. No Sunday operation is expected. A portable
toilet and water containers will be available for ernployee Llse.
P. O. Box 2 I 6, PAoNTA, CO A I 4?A
(970) 527-7529 FAx (970t 5?7-7533
E-MAIL LESLTe@paoNtl.cota
COMMUNITYWORKS! F
At this time, Alpine Waste Services processes 10-12 trucks per day (24 trips). At the
maximum, this site would be able to process 25 trucks per day (50 trips).
Thank you and as always, I look fbrward to working with you in the future. As we agreed
on the phone last week, we are submitting the application without prior staff review due to
the current overburden of work in your department. Please don't hesitate to call me if yotr
have additional questions or need infbrmation beyond our initial submission.
Sincereiy yours,
sLie Klusmire, AICP, ASLA
Conimunity Works! Inc.
P. O. Box 216
Paonia, Colorado 81428
klrn^-
970 527 7529
970 527 7533
leslie@paonia.com
S*- Cn4.- )!-
Steve Salzrry'ah
Alpine WastVservices
.fi"rs{fllr*r
Robert Delaney, Manager
Mid-Con, L.L.C.
Phone:
Fax:
Email:
I
RESPONDING TO AND MANAGING CHANGE
PRESERVING AND ENHANCING COMMUNITY
December 18,2000
Jeff Laurien, B.E.S., M.Sc.P.
Senior Planner
109 8th Street
Glenwood Springs, Colorado 81601
PFeE?yro
DEc zre
RE:Special Use Permit Application - Construction Waste Transfer Station
Industrial Operations Impact Statement
Dear Jeff,
This impact statement is being submitted as part of the application fbr a special use perrnit
that was flled concurrently with a request fbr a zone district amendment on October 27,
2000. The purpose of the special use permit and zoning amendment is to allow a
construction waste transfer station in the L- 1 Light Industrial zone by special use permit.
Please don't hesitate to call me if you have additional questions or need information.
Phone:
Fax:
Ernail:
!/turr4,*
Klusmire, AICP, ASLA
rnunity Works! Inc.
P. O. Box 216
Paonia, Colorado 8t428
970 521 1529
910 521 7533
leslie @ paonia.com
P. O. Box 2 I 6, PAoNrA, CO A I 424
(97O) 5?7-7529 FAx (97Ot 527-7533
E-MAIL LESLTe@e,nortr. cola
COMMUNITYWORKS! F
yoLlrs,
I
x"':s:$? l,[" J,i,T"?, x s: i,? :". ; x,ii ?,i
February 22,2001
i
Mark Bean, Director
Department of Regulatory Services
109 8* Street
Glenwood Springs, Colorado 81601
RE: Special Use Permit Application - Consrruction Waste Transf'er Station
Dear Mark,
As a result of my phone call, inquiring about the hearing date for the Salzman Special Use
Perrnit and Text Arnendment, yon discovered a second letter citing additional infbrmation
needed fbr the project dated January 2,2007. I received this letter via f'ax on February 15,
2001. I subrnitted the additional infbrmation requested by Jeff Laurien in a letter datecl
December 4, in my transmission of December 18. I am now submitting subsequent
additional infbrmation requested by Jefr the letter received last week by fax.
Site Rehabilitation PIan
As stated in previous submissions, this site is a small portion of a much larger site
that has been disturbed by years of use as a coal load-out facility. Currently, it
consists of graded dirt and gravel. One could argue that the irnprovements Mr.
Salzman is proposing is rehabiJitation. However, according to our telephone
conversation, rehabilitation is considered removal of irnprovements. My client
agrees that if his business is removed from the site and the site owners are not able
to lease to a new client that can use the concrete pad, he will remove it and any
other improvements such as fencing, etc. which have occurred as a result of this
special use permit use.
We are subrnitting a new map that shows additional drainage and landscaping infbrmation.
Being that this project was delayed a rnonth and hall'by non-receipt of the January 2lener,
We would appreciate irnrnediate deterrnination that this application is now complete. We
also are very concerned about the slippage in hearing times. Mr. Salzman's construction
season starts in early spring and he has not been able to order new equipment or otherwise
plan for this year due to the delay in processing this perrnit. Any effbrt that can be made
to set his hearing in March would be greatly appreciated.
P. O. Box 2 I 6, PAoNrA, CO A l4?A
(97O) 527-7529 FAx (97O\ 527-7533
E-MAIL LEsLre@paoNte.cov
MMUNITYWORKS! F
W
?flm& d
Thanks so much for your help and I always look.fbrward to working with you.
Le$lie Klusmire, AICP, ASLA
Sincarely yours,
vr r r !
RESPONDING TO AND MANAGING CHANGE
PRESERVING ANO ENHANCING COMMUNITY
April4, 2001
Greg Butler, Senior Planner
Garfield County Planning Department
109 8th Street
Glenwood Springs, Colorado 81601
RE:Special Use Permit Application - Construction Waste Transf'er Station
Response to March 22 Request for Additional Infbrmation
Dear Greg,
Thank you so much for meeting with Steve Salzman, Diane Delaney and rnyself out on the
proposed site this morning. It helped us to consider your concerns in the actual setting.
Please let us assure you that your concerns are important to us and we welcome this
opportunity to provide more infbrmation to explain how this business will be conducted.
Specifically:
1. Surnp Pond Maintenance. The sump pond will be checked monthly and after each
storm event, and cleaned out as needed by Alpine Waste Services.
2. Truck Lnpacts. As you saw on the site, this is an industrial environment and there are
other businesses located in the Industrial Park. Adjacent residential development is
sparse and first house is a considerable distance fiom the site. There also would he no
net new truck traffic, the business would be relocated fiom its current location onto
this property. Other trucks currently traverse this property. Should dust liom this and
other on-site businesses become a problem, appropriate dust control would need to be
instituted.
3. Mr. Salzman has no problern restricting on-site music fiorn his employees to personal
headsets with headphones. Loud rnusic will not be allowed.
Again, we want to emphasize that this business provides a service not only to its clients
but to the Valley in that small iob construction waste is consolidated and disposed of
properly. This eliminates much of the cause of illegal dumping that was prevalent in the
P. O. Box 216, PeoNta, Co 81424
(97O) 5?7-7529 F^J< (97O) 527-7533
E-MAIL LESLTe@eaottr.cot,t
h{APR 0 6 2001
COMMUNITYWORKS! F
t
tl
I
past. Instead of going to the landfill, much of the waste is sent to recycling centers and
landfill capacity is preserved.
We look forward to your staff report and to working with you. I will be out of town until
April 17 and will get back to you on any questions that may arise on that date.
Sincerely yours,
ltlozTtt,,-
lslie Klusmire, AICP, ASLA
n\,1
RECE|VEDAPR30200{
RESPONDING TO AND MANAGING CHANGE
PRESERVING AND ENHANCING COMMUNITY
Apn127,2001
Mark Bean, Director
Greg Butler, Senior Planner
Garfield County Planning Department
109 8" Street
Glenwood Springs, Colorado 81601
RE:Special Use Permit Application - Construction Waste Transf'er Station
Additional Infbrmation to be Provided
Dear Mark and Greg,
With this letter, we are clarilying the Commission's requests for more infbrmation. We
want to keep you infbrmed about how we are proceeding toward the June 13 continued
hearing. We also would like to know when the hearing for the zone text amendment will
be scheduled before the Board of County Commissioners.
Piease let us assure you that the concerns ofthe neighbors, staff, the County
Commissioners and the Town of Carbondale are irnportant to us and we welcome this
opportunity to provide more information to explain how this business will be conducted.
Specilically, we understand you would like additional infbrmation on the fbllowing:
Drainage and Engineering Plans: We have asked our civil engineer to redraw the site
plan with additional infbrmation on how the sump pond will be constructed and
operated. The plans will be submitted in more detail and include cross sections as
requested.
Building Design: We will be submitting more detail about the design of the building
and how it will work on the site. As we stated in the hearing, in order to mitigate stafl'
and neighborhood concerns, Mr. Salzman will commit to installing the building
irnmediately.
P. O. Box 2 16, ProNtr, CO a l42a
(97O, 527-75?9 FA)( (97O) 5?7-7533
E-MAIL LESLTe@eroNtr. cor,t
l.
2.
\*M"-
COMMUNITYWORKS! i
J.Traflic and Truck Impacts. We are working with the trafllc engineer fiorn Washrngtorr
Infiastructure, (the former MK Centennial Engineering), Mark Bancale. He rnay be
contacting you to clarily what is needed fbr this project. They plan to establish traflic
counts on CRl00 with special attention to peak hour traffic and to assess cllrrent LOS
as well as irnpacts of this project on LOS both currently, in the near firture and at
maxirnum operation (25 trucks per day).
Water Quality and Environmental Concerns: I arn in contact with Bill Lorah of Wright
Water Engineering. Craig Heydenberk and David O'Leary will be conducting an
environrnental assessment of operation irnpaots including water quality, inadvertent
discovery of hazardous waste, dust and noise. I havc asked Wright Water to make a
recotntnendation on handling of hazardous waste in the unlikely event that this
material is wrongfully deposited in a construction waste contaner. They have a
qualified export hazardous waste division in their Denver otiice.
5. Length of Storage: We wiil submit a statement explaining average storage tirnes with
an outside range of storage times fbr each type of material.
6. Lighting: This business does not operate during dark tirne hours lbr a couple of
reasons. Wrnter has the shortest light day operating time, however, it is the slowest
season in this business. Work days are shorter in the winter and Alpine Waste
Services will not operate past dark. In the sumlner, it is light during the proposed
operating hours of the business. However, we understand that a Commissioner would
like to see lighting and are willing to install lighting as required. I am concerned about
installing night lighting because il will have a negative efl'ect on rhe neighbors and
there is no reason to broadcast lighting fiorn the site as no one will be present at night.
I would like more direction liom staff as to how to handle this issr.re. I want to clarily
that the proposed 7 a.m. to 6 p.m., Monday through Sunday, perfbnnance standards
of operation are the outside range and not the actually operating hours. The business
will actually operate less hours per day and rarely on Saturday.
If you have a different understanding of'what is needed, includrng if you want to see items
not mentioned above, please call me immediately. We need to order this work as soon as
possible.
We have now been in processing fbr this project fbr six months and we woulcl like to get
you whatever you need as soon as possible so that there are no further delays. If there is
an1'thing we can do to assist you in obtaining infbrrnation about this project, please call
me.
4.
l
Again, we want to ernphasizethat this business provides a service not only to its clients
but to the Valley in that small iob construction waste is consolidated and disposed of
properly. This elirninates much of the callse of illegal durnping that was prevalent in the
past. Instead of going to the landfrll, much of the waste is sent to recycling centers and
landfill capacity is preserved. We believe all concerns can be rnitigated and the business
can operate saf-ely and compatibly on this site.
We plan to submit this infbrmation in the first part of June. If you have an absolute
deadline, could you let us know what it is as soon as possible? If we get pieces of this
inforrnation earlier, I'11 transl'er it to yor"r irnrnediately. Please don't' hesitate to call rne if
you have additional qlrestions or conoerns.
Sincelely yours,
k/.trLtl*tw\<L$lie Klusmire, AICP, ASLA
REcBvE[JUN25ml
RESPONDING TO AND MANAGING CHANGE
PRESERVING ANO ENHANCING COMMUNITY
June 20,2001
Mark Bean, Director
Greg Butler, Senior Planner
Garfi eld County Planning Department
109 8th Street
Glenwood Springs, Colorado 81601
RE: Special Use Permit Application - Construction Waste Transfer Station
Additional Information
Dear Mark and Greg,
With this letter, we have submitted our additional information as requested. I understand
you ale already in receipt of our revised site maps, drainage plans and traffic study'
The concerns of the neighbors, staff, the County Commissioners and the Town of
Carbondale are important to us and we welcome this opportunity to provide more
information to explain how this business will be conducted.
Water erraliry Concerns' We understand from drilling tests that MidCon Realty
conducted last year, that the groundwater table is 130+ feet below the surface of this site'
We agail emphasize that we are not sorting material that is ahazardto groundwater and
that vie are pioposing a structure over the sorting area to protect it from rain and wind'
We have no reason to think that groundwater contamination might be an issue. However,
we understand that this issue has been raised by the surrounding property owners. Steve
Salzman has made arrangements with Source International, Inc. out of Denver, Colorado
to do pickup of hazardouls materials in the unlikely event that these prohibited materials
are iGgally placed in an Alpine Waste container. Should hazardous material appear, an
Alpine-Was6 Services ".pioy.. will call Source International staff and they will remove
the item from this site and dispose of it properly.
P. O. Box 216, ProNtr, CO A14"6
(97O) 5?7'75?9 F^x (97O) 5?7'7533
E-MAIL LEsLre@paoxtr.cov
o
COMMUNITYWORKS! F
Should the Commissioners feel this is not enough, we have asked Craig Heidenberg from
Wright Water Engineering to submit, p.oporuifor ground.water monitoring should the
Commissioners decide this is necessary. itle estimates drilling cost of ground water
monitoring well to be $3500.00 and the development, sampling and analysis of the
ground *ut", monitoring well to be $8500'00'
I ength of Storage' Wood products are usually sent to recycling at least once a day'
Metal and steel can someti*e, be held at this site up to 2 weeks before there is enough to
send to a recycling center. All other materials are ready to send out every 2 to 3 days'
I ighting' This business does not operate during dark time hours for a couple of reasons'
Winter has the shortest light day operating time] however, it is the slowest season in this
business. workdays are s=horter inthe winter and Alpine waste Services will not operate
past dark. In the summer, it is light during the proposed operating hours of the business'
However, we understand that a Commissilor.t *orld like to see lighting and are willing
to install lighting as required. I am concerned about installing permanent night lighting
because it will have a negative effect on the neighbors and there is no reason to broadcast
lighting from the site, as"no one will be present at {glt' I would like more direction from
staff as to how to handle this issue. I want to clariff that the proposed 7 u:ry' to 6 p'm''
Monday through Sunday, performance standards oioperation are the outside range and
not the actually op.rurini'ho.rrr. The business will aCtually operate fewer hours per day
and rarely on SaturdaY.
Again, we want to emphasi ze thatthis business provides a service not only to its clients
but also to the valley in that small job construction waste is consolidated and disposed of
properly. This eliminates much of the cause of illegal dumping that was prevalent in the
iuri. fn*.ud of going to the landfill, much of the waste is sent to recycling centers and
landfill capacity i, fi"rqru.d. We believe all concems can be mitigated and the business
can operati safely and compatibly on this site'
please don,t hesitate to call me if you have additional questions or concerns' we look
forward to reviewing your staff report and our continued public hearing on July 1 1'
?lW--
Klusmire, AICP, ASLA
"J ^t'-'$
orL
SPECIAL WARR,AI{TY DEED
TEIS DEED, Made this lsth day of June, 1999 between Lours M.
LaGIGtfA as Creditors' Trustee and as Attorney-in-fact for Mid-continentr Resources, rnc . and MrD-coNrrNElwt REsoIrRcEs, rNc. , aDelaware corporation, 1058 county Road 1oo, carbond,ale, cororad,o ofthe county of Garf ie1d, state of colorado, Grantors_, "raffiHHfffiaLimitedLiabi1ityCor5roration,whose1ega1ad'd,resss Box L298, 075s Airport Road, GLenwood springs, colorad,o g160r,
Grantee:
-> J*WITNESSEIE, t,his deed is executed and delivered by Louis M.LaGiglia as .Creditors ' Trustee and as Att,orney- in- f act f or Mid-
cont, j-nent Resources, rnc . pursuant to second Amended, plan ofLiguidation of Mid-continent Resources, inc., in case No. gz 1l6sgPAC, United States'District Court for t,he District of Colorado inBanknrpt"y, recorded in Book 0909, Page 976, Garfield County C].erkand Recorder's office, confirmed and approwed by Ord,er of said,united states Bankruptcy court, recorded in Book 0909, page g7A,Garfield County records and further confirmed and approved by Mid-continent Resources, rnc. , a Delaware col?orat,ion, "r.a byauthorization, confirmation and . approval of Cred,itors.,Representatives appointed pursuant to said Second Amended plan ofLiquidation set, fort,h on Exhibit, B att,ached hereto and by referenceincorporated herein
!fltTNEssEIE furtber, that the GRAIIIIORS for and in consid.erationOf ThC SUM Of TEN DOI,IJARS AI{D OTHER VALUABLE CoNSIDERATIoNS thereceipt and sufficiency of which is hereby ackowledged,, havegrant,ed, bargained, sold and conveyed, and by t,hese present,s dogrant,'bargain, seI1, convey and, confirm, unto the eRAl[rEE, itssuc.cessors and assigns all the real property, t,ogether withimprovements t,hereon lying and being in the County of Garfield andState of Colorado described as follows:
The unit rrain Loadout rract, described upon Exhibit, *A,,
attrached heret,o and by reference incorporat,ed herein, togetherwit,h all improvements thereon, arl water rights and welr
\],'k., *i A ,.1/ riS"o"ln^*-
right,s , all easements and rights -of -way used uPon or
appurtenant thereto, all fixtures, trackage, machinery and
equipment att,ached .or corurect,ed to buildings or land in or
upon said t,ract
. TOGETEER with all and, singular the heredit,aments and
appurtrenances t,hereto belong:ing, or in anlnvise appertaining, and
t,he reversion and reversions , remainder and remaindersr, rents,
issues and profits t,hereof ,- and aLL. the estate, right, t,it,Ie,
interest, claim and demand whatsoever of t,he GRANIORS either in law
or equity, of, in and to the above bargained premises, with the
hereditament,s and appurtenances,.
TO EAVE AllD TO EOLD t,he said premises above bargained and
described with t,he appurtenances, unto the GRA!fiIEE its successors
and assigms forever. The GRIAIIIORS or successors do eovenant and
agree that, they shal1 and will WARRAIU ASID FOREVER DEFEND the
above-bargained premises in the quiet, and peaceable possession of
the GRANIEE, its successors and assigms, against all and every
person or persons claiming Ehe whole or any part t,hereof , by,
through or 'under Mid-Continent, Resources, Inc.
IN WITNESS }IIIEREOF, the cRAl[rORS have
lhe date set forth above.
executed this deed on
M. LaGI
As Creditorst Trus and as
Att,orney- in- f act for
Mid-Continent Resources, Inc.
MID. CONTINEIflT
'-\
RESOITRCES, INC.
By
2
President
STATE OF COLOR,ADO
COI'NTY OF GARFIELD
The f oregoing instrument was acknowledged before me t,his*/u day of ilune, 1998 by Louis M. LaGiglia as Credit,ors,
Trust,ee and as Attorney-in-fact for Mid-Continent Resources, Inc.
WITNESS my hand and official sea1.
My Commission oqlires ' June 24, 2OOl
)
) ss.
)
ES.
STATE OF COIJOR ADO
COUUTTY OF GARFIELD
)
)
)
'-lThe foregoing inst:rrment, was acknowledged before me t,his '/5*'-
day of June, 1998 by John A. Reeves as President, and Robert Delaney
as Secret,ary of Mid-Continent Resources, Inc.
WITNESS my hand and official seal.
My Commission e:q)ires: June 24, 2OOl
Not,ary Public
.ATTEST:
o o
3
A Srac: of land, c=EFa:.s ing ell of Lot 1{ rnd garss of Lcts LZ .L: er:d 15, Sec--ion 35, rll of Lse:+ rnd, par'- of Log lS, Scc'-::n
36 , lcr.'r:snig 7 SouE,I. Range 88 iiesg of Ele 6c: P.t{. r glr-- of L::{, Sec'-:3n I end par:s of Loes t u:t Z. Sec::on Z. lottshig E
S=uE:r, Range 88 tfe:r, of t!,e 6E! P.l{., de:crrlcd lt (ollotrs:
Eeg:nn:::g eB a poinc tn the cEntlr of Ehe DEeu?iFA rhenca E!,e
!f i--;egs Corner to Sec:i.ons 35 rnd 36, tolzrship 7 South. Rar:;e aB .
He=g of E!:c 6Ei P.t{. r rrtd Scc::sns L end, Z. lcrnsbip I Seue!. Rar:=e
88 He=s of Ele 6th P.tl., bears S. 78c57' E. 303{.1 feee:
g!:enee S. 0'{5' E. 10=6.O fe:g:
E!:enee S. :+ '0' E. 1:S.0 f ecc:
Bhence S.88t38'E. 736.9 fece:
Elence S. 87 ' 15 ' E.. 3{7 .5 f ccg;
Ebence S. 75 t {6 ' E. 3?6.8 feec i
Etrencs tf . 82 ' t9' E. 191.6 f cee t
E!:ence !f.64'36'E. 18=.7 fece: :
Ehencs tI. 7Z'*4 ' E. 300.9 f eec;
tlence U.80'33'E. 365.1 (eec;
Ehence S.50'18'E. 2=3.3 fceg;tlence S. 35 t 0 ' E. 168. 0 teee :
Ehencs S. 8O'O' E. 147.5 lacc Eo Elre East llne of sald, aoa ,,
Sac:1on 1:
E!:ence f,ort! 1357.0 f eet elong Ele Easc llnc of rald Eot { ud B}g
Ei.se l1na of said Lot Z{ !o Bhc ctngtr of seid D&HGiRR:
Blence $Ie:ecrty rlong tbe clntEr of sald, DE;GGA Etr tbe pcia: of
beg:.nninE, tnclr:d.lng land degcr:laC tn Eootc 277 lE Pagc l7!,'
GaiJ i.e Id, Cor:nc7 Ciertc' s oftlce. '
E{Etr::IG tba llort!,crlf 50 fce: of Ebe a-bove d,a=cr1bed, Brec-- of
lar:d said 50 feet being tbc Souclcr!,7 50 f ecg of gaid D&iG"A=.
righc of ttay.
ALSO lnctudlng Bb,B gart of Lot 15, Sac:1on 35 , torn:b,lp i Souti,.
Bar:qe 88 tlcst, SCf F.[., loelscd Sgutberty of tbe D&RGi Ral,lroad,
rtgic of sey ut,lc5 ts tneluded tn Dced, recsrd,cd, tn Eooh 277 tC
Paia 175, Gerfletd Cor:nC7 ClcrJs end, Becsrd.ar't oftlce.
tLst ;!ar'- of Lots 11 rnd L2. Sac:1on 39, totnshlp 7 Sout5. Eanga
88 i{eie of EIe 6t5, P.tt., loclsed Sstrtberty of gb! rtEbe-€f -sayof the D&iGG,R, .nd Lors 15 end. 16, Scc:1on 35, touashl,p 7 Souch,
Bange 88 ?lc ge of B!,E 6 t!, P .tl. , er:d Loc 2 , Scc:1on 2. to,zrship I
LFlg:r.rErE3 ln asac: .;.1-A.
ccun=i.cF Gii=JS:EE OF CCLOEADO
A Parce! of land, sitauccC ln loe ::, Sac:::n 38, tctrrship ? S=uiI.Range 88 Hese, of tle 6th, p-i., si--..:aE,ed, s.uil,-og er:d, parallcll:n=Ele Dcn';er t Rto Grand,e ri:iein-iiirroaa r:gh:-ef-sarr Ber!FarS:c:rlarly d,escr:leC ls f oliotls, --- --- r -:'"- -
Froa E!'a citness quarEer corner locaeed end, !n place on Bhe !Icr--l-Soue5, line be=---e:n Locs ll .rra li, Sac::cn-li; foraship 7 Sou:!.Bange gg nc:1^ g! t!,e 6E!, F.!1. iEhlnc= l{cgc 2112.: f eec;Ehence llorrh Eo Eha soucr ltne of c!:e said, D.Ei,.6.H.R.R. r:gh:-af-Eay E= B:r pc:nE 9f Ueq:nnlni,Ehencg sourlerry lso f iee lB
'a r:Et: ar:grc Eo Elc south line o(said, D. ii. c:!: R.ft. r:ght -oi -rriy;- . -- -!: -- tr b-E -Ir\r-; a:.
Ehenc= Eeseerly .F!:rcirT-Ccrr-i5oo f-".! rorE oE lcgsr o,, I s.:r?rto Ehe lcft end piiarrcr eo-iuc-iouca rg-- or-iara D.ER.G.iiI.n.R.r1glrt -of -rT Y l=c f cee llcref rca Eo C9 -a-.-ifio ef sald, Lor ,17 ,cha Ease ltne of satd, Loe Li rii,nE g1z. {6 i"ic"n.=c of B}e seidHltness Quarecr Corner;thence f,ort5 rlonE Eh! EE st llne cf said. Lot 17 Bo tbe souel, u,ngof said D.tR,.G.ti.R.n. rlgb,i-af-rai;E!:encc lfesBcrtt .nd on r eurrrc Eo- elc--rlr!: rrong urd, upon tre scu:rrlEht,-of-tre5r llne of tbe said, D.ER.E.r.R:!I. ii-eu, poinc ofbegiming.
COUIIHT OF GERFIE.I'
sErrE 0E coroRrDo
l' trac: of land ri*:arrd ln torRar:ge EE i{e:e of tle 6t!, p.tt. ,
2= , Sccilon 36. gor:rshlp 7 Seut!,,Borr furly de:c=j.!aa ii-io[orii--
Eeg1nr:tng r't a point on Bla Eort!, l1ne of said Lot 23 shence Etesitnegs coEnla for Bbr linlr Qr:!,r-.!E cora.ili seid, sec:1cn 36Dears S. 69.15, E. 961.91 feel;Etisncr 3 - gg ' 10' H- {93 . ir- gcc: elang t!1 f,orcb rlne of salc, Lot,23 Eo trc llortbBrss coraer of said, iie ii, --- '- "r'e r': 5e:
E!'ancr soueb 707.62 fcee rtong-Ebe lle:e iine of reid, Eot, 23 t3 B,.cSauElscsc Cor:lcr of sald, tot 2Z a
Elencs south E9 'z{ ' lo' E. 661 . :5 f eee rrong ele scue! l=e of saicLoe 232E!:encr lfor:h 632. ?: f ceg:E!:enc! S. 66 r:.*. ll. :I. ;E (e:.-;
B!:encs S. EZ.3O. H. :2.93 f ec=:Blrener f,. ?9.14, gl. 97.63 CeezeB!:rnc! llor:i, go.tj fe:e Ea ehc !Ior--!r rine of said, loc :3, B::r go:,:-.:of beg::uring.
cSulri? 0F GrnF"rns=e- 0F coloRAto
EXCEPT for E,racts heretofore conveyed by
o
Deed recorded ae
Recept,oin No. 464338, Book 0905, Page 347 i Deed recorded as
Reception No . 467662, Book 0913, Page 535; and Deed recorded as
Reception No. 48 9232, Book 967 , Page 771 , all in Garfield County
Clerk and Recorder's office .
ALSO included, in this conveyance are aJ.J. irnproveurents on the
above-described Iand,, al]. water rights and, well rights, aII
easements and rights-of-way used upon or appurtenant thereto,
aII fixtures, trackage r machinery and, equipment attached or
connected to buildings or land in or upon said tract.
JUN_19_2887 L6248 I,^JASHINGTON INFRffSTRUCTURE P.A7
?* *n"ra Atslom Sulte 11 I
Post oflicc Drawer309
Glenwcod Sprlngs, GO 8150:l .
Phone; (370) S28€5SB Fa* (570) 828-8526
8H#,*:":..
ro: l4*rf fi*on *n)Fromr N^rY Bon.o("
G, *1 fr,-i'l .r
Faxr
Phone:
Pages gncludins covr eheet)i t A
Date: 4 /nf.1
CC:ne: A(pl,te Vnu]' 5*'vierg
Comments:
ffi*.h*) t"*{*'o r*Lr, r.
I
JUN4.g-ZAA1. 76:.41.
tl
I DATE:
I TO:
I FROM:
I SUBJECT:
Uf,SHINGTON INFRRSTRUCTURE P.E2
Swadrtnlhn
Washington lnlrastractwe Seruicre, lnc.
MEMORANDUM
6lrglot
Steve Salzman
Mark Bancale, P.E.
Trafific Impact Analysis
Proposed Alpine Waste Services Facility - Counry Road 100
Introduction
Alpine Waste Services proposes to construct a construction waste sorting facility on the south
side of Garfield Courrty Road l0O east of Carbondale, Colorado- The proposed facility would
provide an erea where conslruction dumpsters could be unloaded and the watte material soiled
for recycling purposes. Access to this devclopment would be trom Garf,reld County Road 100.
This traff,rc analysis wa.s prcpired using standard trafFrc engineering techniques to determine thc
impacts the proposed facility will have on traffic on Garheld County Road 100-
In order to identify the existing traffic volume on County Road 10O, PM peak period manuirl
ualfic counts were conducted on S/ednesday June 13, 2001 in the vicinity of the proposed
facility. This count was conducted between 4:00 and 5:30 PM to include rtrat time period during
which both the faciliry will be in operation and traffic volume on County Road IOO is highest.
The developers of the proposed facility have indicated that it will generally be closed before 5:00
PM each day, Counts were extended to 5:30 to include tlae broadest range of time.q the proposed
facility might generate trips- From these counts it was determined that" for the time period
counted, the peak traffic hour was 4:30 to 5:30 PM. The traffic volumes during this time period
were 121 vehiclcs eastbound and 236 vehicles westbound.
The proposed consuuction waste recycling tacility will be staffed by two laborers who will sort
WBEhifiEtofi Group lnrrrnsriffiel, Inc, r 4{E SeilEnfl StHt, Abium Sulio ! t 1 . P.O- Drawsr flg. Glenu,Eod SpringB, CO USA 81602
JUN_L9_aAEL L624t INGTCIN INFRRSTRUCTURE P.A3
Alpine Waste Services Traffic Impact Analysis Page 2
the waste material and will be served by a small fleet of trucks. The trucks will go to
constructioil sites and bring in the full dumpsters and will also remove the sorted material to
recycling centers- The tnrcks do not make regularly scheduled pick-ups of construcrion
dumpsters, but rather respond to service call requests made by contractors. Giverr the
unpredictability of how mariy service calls may be requested in any given day, an assumed
maximum of 20 truck trips per day (a+ estimated by the developer) will be used to represent rhe
worst case sceuario. hr addition to these 20 exiting and 20 entsring tnrck trips, there will be two
entering and two exiting trips per day made by the laborers who sort the waste material- Table I
shows a $uilrmary of these uips.
Table I
Estimated Site-Generated Trips
Weekday Daily PM Peak Hour
Total Two-Way Enter Exit
Trucks 40 4 4
laborers 4 0 2
Total 44 4 6
The above estimate assumes that?;07o of the truck trips will occur during the PM pcak hour. In
reality the percentagc will likely be less tharr this, but this percentage is used to provide a
conservativc analysis of traffrc impacts-
Truck acccss will be to and from State Highway 82 at Catherine's Store (ea-st on County Road
l0t)) except when the construction pick-rtp site is in Carbondale. Thercfore, it is a.ssumed that
90% of the tmck trips will be tolfrom the east and 1O7o to/from the west. tt is further a.rsumed
that the laborers will Iive in Carbondale or further down-valley so that IAOTI of their trips will be
to/from the west.
The site-generated traffic was combined with the exisfirrg traff,rc volumes for the PM peak hour.
This resulted in the estimated build traffic volume.s shown in Figure L
TJRSH
o
JUN-IS-zBEt tf.q uJRSHTNGTDN TNFRHsTRUCTURE
Alpine Waste Seryices Trffic Impa* Analysis
P.A4
Page 3
Figure I
Existing, Site-Genersted, ond Build Trcrffic Volumer
o ---]| County Roodlo0
236 ->
EXISTING PM PEAK
TRAFFIC VOLUMES.
ite D riu ew oy
a _J CountY Rood loo
-+
SIE€ENEMTED
TRAFFIC VOLUMES
ite D riuew oy
4. + CountyRoodtoo
236 --+
PM PEAK BUILD
II-{AFFIC VALUMES
Y
I
Iv
North
ite D rluew oy
q(\
OO
s(\
JUN-1.9-ZqAL 75t 42 INGTON If.IFRASTRUCTURE P.A5
Alpine Waste,$ervrces Traffic Impact Analysis Palge 4
The primary traffic concern to be addressed by this analysis, as identified by the Garfreld County
Planning Department, is the impact of site Eaffic on County Road l0O. Analysis has also been
prepared for the intersection of County Road 100 and the site driveway. The analysis below
shows the "level of service" of the roadway zurd inteniection. level of service is on a scale of A
through F, with A bcing the bcst possible level of service and F indicating facility failure and
over capacity corrditions. I-evels of service of C or D are typically acceptable with anything
better considered a bonus-
Courtry Road lA0 MainlineTrqfr.c
During the peak traffic hour identified for this analysis County Road 100 carries a total of
357 vehicles. Few, [ *y, of these counted vehicles wert obseryed to be trucks and traff,rc
speeds were low in the vicinity of the proposed facility. Posted speeds on County Road 100
are 25 mph west of the sire and 35 mph easr of the site.
Table I shows that the proposed waste recycling taciliry will generate a mCIrimum of l0 trips
during the PM peak hour (based on conseryativc assumptions). This very small volumc
relresents only a 2.8 percent increase in traffic on County Road I0O due to the proposed
facility.
Capacity analysis was conducted for County Road 100 first without and therr with the
proposed development. The results of this analysis are summanzed in Table 2. The analysis
worksheets are contained in Appendix A.
Table 2
County Road I00 Mainline
Summary of Level of Service
Peak PM Hour
Existing Build
vlc LOS vlc LOS
County Road 100
Mainline
0,l7 C 0.17 C
v/c - the ratio of trafHc volume to the road's capacity
This anelysis shows that the propoaed facility h.ss no impact on tralfrc conditions on
Corrnty Road 100.
tJASH
o
JUN-L9-?aEL !6.4?INGTON INFRtrSTRUCTURE P.A6
Alpine Waste,fervfces Traffic Impact Analy$s Page 5
Intersection ofCrunryRooi I 00 and Site Drive-way
Access to the proposed faciliry will be via a driveway from County Road 100. County
Road 100 provides one lane in each direction and the driveway is assumed to providc onc
entering lane and one exiting lane. Capacity analysis of thi.c driveway was prepared with
Ere traffic generated by the proposed development. The rcsults of this analysis are
summarized in Table 3- The analysis worksheets are contained in Appendix A.
Table 3
County Road I00 and Site Driveway
Summary of lrvel of Service
Build Traffic
Volumes
Intersection Approach Delay LOS
Westbou nd l-eft/Through 8.6 A
Northbound Irft/Right I0.4 B
Delay is mcasurcd in seconds pcr vehicle.
This analysis shows that the intersection of County Road 10O and the site driveway
will otrlerete well with very low delays,
Conclusions
The proposed Alpine Waste Services construction waste sorting facility will generate very l'ew
vehicles per day and only approximately 10 vehicles (maximum) during the PM pcak hour. This
traffic will have no appreciable effect on uaffie on County Road 10O-
I^IRSH
o
JUN-L9-2AA1.ITIRSH
o
IHGTON INFRASTRUCTURE P.A7
o
Appendix A
Capacity Analysis Worksheets
JUN-19-2881. L5=43 I,JHSHINGTON INFRRSTRUCTURE P. EE
I985 HCM: TWO-LANE HfGHWAYS*****rr**********************************************************
FACILITY LOCATION.
ANA],YST
TfME OF' ANAIJYSIS. . . . .
DATE OF ANALYSIS.... .
OTHER INFORi,IATION. . . .
A) AD.IUSTMENT FACTORS
Garfield County Road 100
Peak PM Hour
05-19-2001Existirrg Traff ic Volumes
PERCENTAGE OF TRUCKS 1
PERCEN:TA,GE OF BUSES O
PERCENTAGE OF RECREATIONA], VEHICLES
DESTGH SPEED (MPH) 50
PEAK HOIJR FACTOR. .9
DIRECTIONAL DTSTRTBUTTON (UPlDoI,,hI).... i4 / 56
LANE WIDTH (FT) . Lz
USABI,E SHOIII,DER WIDTH (AVG. WIDTH IN FT.)... 2
PERCENT NO PASSING ZONES. - - 80
B) CoRR-ECTION FACTORS
LEVEL TERRA]N
E
LOS lry
EE
dT
)a
-1 E
A
B
C
D
t
AD
2.2
A
4
_L.tl
z
.)
1.5
1.6
2.5
L.6
1,5
.81
.81
.81_
.81
.93
.91
,91
.91
-91
.91
oo
.99
,99
.99
.99
C) IJEVEL OF SERVICE, RESULTS
INPUT VOLUT'IE (rnph) ? 357
ACTUAI FLOW RATE: 397
SERVICELos FLow RATE V / C
A 402B 347e 673D 11-85E 2346
IJO$ FoR GIVEN
.05
,t7
.33
.58
1
CONDITIONS; C
L
ff
JUN-19-2EAL L6t43 INGTON INFRRSTRUCTUREI,-JRSH
o
1985 HCM: TWO-ITANE HfGI{tlAYS+*****************:t*****************+***************************
FACIIjITY LOCATION -Garfield County Road I00
Peak PM Hour
06-19-2001
Buitd Traffic VoLumes
ANAIYST.
TIME OF ANAIYSIS... - .
DATE OF ANAIYSTS.....
OTHER INFORMATION... -
A) AD'JuSTMENT FACTORS
P.A9
PERCENTAGE OF TRUCKS
PERCENTAGE OF'BUSES
PERCENTAGE OF RECR-EATTONAIJ VEHTCIJES
DESIGN SPEED (MPH)
PEAJ( I{OUR FACIOR
DrRECrrONAr, DISTRIBUTION (Up/DOVBil)
LANE WIDTH (Tt;
USABI,E SHOIILDER WIDTH (AVC. WIDTH IN FT. )
I
o
o
50
3s/6s
L2)
80PERCE}IT NO PASSING ZONES
B) CORRECTION FACTORS
LEVEL TERRAIN
ELOS T
rfEF
d HV
A
B
C
D
2
2.2
2.2
2
2
1.8
2
a
1.5
r_. 5
11
2.5
2.5
r.b
1.5
.8t_
-81
.81
.81
.93
o?
.92
.92
.92
.92
.99
-99
.99
.99
o0
C)ITEVEL oF SERVICE RESULTS
INPUT VOLUME (-.ph) z 367
A.CTUAL FLOW RATE: 408
SERVICELOS FLOW RATE V/C
A l_03 .05B 349 .L7c 677 .33D 1192 .58E 2359 r
LOS FOR GIVEN CONDITTONS: C
f
JUN-19-2441 L6t43
tlLu .
LJHSHINGTON INFRHSTRUCTURE
urrgrlrlrH4r qEu -ras$+ +vs tslvlr9 J . u
P.1E
*to- sTop coNrRoL suMI,ARy O
ntersection:
5r4lyst:roject No.;
raEe:
iastr/V{esE Strreets:
orth/South StreeE:
nEersecEion Orientation: EW
Vehicletajor Street:ApproachMovements 1
L
County Road L00 and Sit.e Driwe
PtvI Peak Build Traffic
6/t9/0L
Cor::rty Road 100
Site Driveway
Volumes and
Eastbound
2
T
Study period (hrs) : 0,25
AdjusLments
Westbound
5
T
6
R
314Rlr
'olume
tourly FLow RaEe, HFR
'ercents Heawy Vehicles
Iedian Type Undivided
iT Ctrarrrelized?
rflII€S
lonf iguration
,pstream Sigmal?
236
?2',
LzL O
11n !_
1_0
TR
4
4
t00
LT
No No
Iinor Strreet:Approactr
MovemenE
Northbound
I
T
L2
R
9
R
,l
L
10
L
South-bound
11
T
rolume
Iourly Florr Rate, HFRrercenE Hean4r vetricles,ercent Grade (*)
fedial Storag'e 1rlared Approach: ExisEs?
St,oraqe
tT Channelized?
rd.XI€5
lonf iEuration
4
4
100
2
2
0
0
No
0
IJR
tpproach
fovement
.ane Conf,ig
-Delay,Queue lrength, and Level of Service.
North.boundI
LR
WB
4
LT
EB
1
South.bound1-1 L2t'l'o
r (rPh)
I (m) (wh)
r/c
)58 queue }ength
lontrol uelaY
los
Ipproach DeIaY
A,pproach LOS
4
l-01_7
0-00
0.00
8.5
A
5
670
0 .01
0 ,00
10 .4
B
10.4
B
HCS: Unsigrralized Irrtersections Release 3 -2
0
RECEIYEDJUN 182r/[/I
Gneg Lewieki And Associates
9054 S. Fonest Ilrive
Highland.s Ranch, C0 USA 80126
I'lrone/Fax: (303) 346-51 96
E-M ail : Ie*'i eki@,enr.i si onet n et
June 12,2001
Att:Steve Salzman
Alpine Waste Services
P.O. Box 416
Snowmass, Colorado 81654
Dear Steve:
Enclosed are the drainage details that have been requested for the waste facility site near
carbondale, co. Steve, let me know if you need anything else. Thanks.
Sincerely,
@tuil
Greg Lewicki, P.E.
Greg Lewickj and Associates
Drainage Details
Alpine Waste Facility
Carbondale, Colorado
fune 12,2001
by:
9054 S. Forrest l)rive
Highlands Ranch, CO LrSA 80126
Phone/Fax: (303) 346-51 96
E-l\{ ail : Iewieki f.a)envi sionef .u et
Greg Lewicki And Associates
o
X
1) Introduction
The following drainage control items are designed to minimize any chance of any chemical
substance, either liquid or solid, from contaminating groundwater, surface water or soils.
2) Berms
As seen on the plan view map of the site, the area drains directly to the west where a sump will be
constructed to trap all runoff and any water flows within the site. Around the perimeter of the site,
an earthen berm of 18" height will be placed in order to guarantee that all flows within the site are
directed to the sump and also to ensure that no surface water outside the site can enter the area.
This benn will be compacted and placed at a slope of approximately 2.0H:i.0V, therefore the width
of the berm at the bottom will be approximately 6 feet.
3) Ditches
On the north and south sides of the property, ditches will be placed inside the perimeter benn to
direct water to the collection sump. These ditches will be 18" deep, and will have slopes of
approximately 2.0H:1.0V. The ditches will be excavated with a small dozer,bobcat or backhoe
and will be maintained free of debris and plant growth that could restrict flow.
4lCollection Sumo
As seen on the plan view map of the site, the sump has an area of approximately 1238 square feet
and will be excavated to a depth of 7 feet and 2.0H: 1.0V slopes. Once the excavation is complete
a geosynthetic clay liner (GCL) will be installed in the bottom of the sump to ensure that no water
or any other substance will be able to penetrate below the liner. The GCL selected is Bentornat
CLT which is manufactured by CETCO. This synthetic liner has a layer of pure bentonite woven
between two geotextiles which are needlepunched together and laminated to a 20 mil thick HpDE
geomembrane liner. The bentonite alone provides azonewith lower permeability than a 3'thick
compacted clay with a hydraulic conductivity of less than 1 x 10 -?. The woven textiles,
needlepunching and the HDPE liner serve to hold the bentonite in place, and protect the liner
against punctures. Enclosed after this discussion is a packet of technical data ior the Bentomat CLT
liner. The material is absolutely first rate and is used in the toughest of landfill liner applications.
The HDPE has carbon-based compounds which resist degradation due to the sun.
The installation procedures are given below.
A) Prior to laying of liner, ground surface will be free of rocks and other sharp objects.
B) An anchor trench will be dug 18" deep around the top of the sump. The width of the trench
should be approximately 28" to 24". The trench can be excavated vertically using a backhoe.
C) Each 20 feet section of liner will be placed with one edge in the bottom of the trench and rolled
out into the sump area. The IIDPE side is placed facing up.
D) Each subsequent section of liner is overlapped2 feetover the previous section after applying
granular bentonite along the overlap at the rate of 1 pound per ten feet length of overlap.
E) The upper trench is filled with fill, soil or sand that does not have any particle size greater than 1
inch diameter.
Once this procedure is followed, the sump will be permanently protected against any leakage. If
any contaminant made its way to the sump? it would gather at the bottom and could be easily
collected and disposed of properly. No contamination could penetrate the liner.
The sump is designed to contain the runoff from the 100 year 24 hour storm. Verification of this is
given below:
The hydraulic curve number for the site is 87 based on data for the site soils. The 100 year 24 hour
rainfall for Carbondale is 2.4 inches. The area draining to the sump (including the sump area) is
0.37 acres.
Based on the curve number of 87 and a storm of 2.4 inches, the runoff is 1.23 inches. Therefore, the
runoffvolume is: 2.3 inches x0.37 acres : 3089 cubic feet. The design sump will have a top
elevation of 6253 feet and will contain 4200 cubic feet after the liner is installed, therefore the
sump is more than adequate.
Overall, the combination of berms, ditches and lined collection sump should provide more than
adequate protection against contamination of soil, surface water or groundwater.
o
Sodjrim bentonite is a natur.a)11, 6..urring c1a1' u,rth
lrundreds ol comrner-cial and ir:rdustnal uses. Sodrunr
bentonite is an ore con'lplised mainl), ol montmoril-
lontLe, a 1ayg1s6 cla1, rni,',.,'al u,tth broad, flat piatelets thaL
are ideal1y, shaped to i:royide a lr1,i1211i. balrier. Sodium
ions locate d between tl-rese platelets allou, \ /aLer to hyd121s
tl:e ber-rtonrte in a remarl<able altsorption leactiotl that
results in bentonite's higir su,elhng characteristrcs.
Thrs su,elling p:.ovides Lhe abilitl, to seal around pene-
trations, girrir-rg tl'ie GCL sel[-]realing characteristrcs.
Duri:-rg l-iydration, a conlined 1a1,s1 .1 dri, bentonrte
char:ges into a dense, monolithrc mass u,itlr no obsen,able
rndividual partrcles. A f'u111, hydrated sodium bentonite
lays1 can har,e a h1:i12r1ic conducItvitlz of iess than
5 x I0-! cnVsec, apptoximatell, 611. hundr-ed times lorver
thatr a tl.pical conrpacted cla1, 121'qr
II high concentratrons ol salts are present, such as in
sca\\/ater, CETCO 11121; lsc.rrmend \/olcla)' CRC('. \/olclai,
CRC is a conlanrinanl-resistant sodiunl bento:rite treated
ra,irh special addirir,es desrgned for use in high saline
envirournents. Volcla), CRC also perfot'ms ia'ell tn a br-oad
range of harsh chemical environrlents found in sor-ne
leachaLe and industr-ral applications u,here untreated
bentonites calnlot be utilized.
Jusl lwo qroms of dry sodrum benlonile
times i1s orrginol volume when exposed
con swell to mony
to woler.
G(Ls SUPERI0R HYDRAUtIC (0NDUCTIVITY
?-3 ieet
t60-90 cm)
ffi
ffiffiffir
CtI(0 GCL - tlydroulir [onductivity 5 x 10 ]
(omported floy Liner - Hydroulir [onductivity I x ]0'
ttTt0 GtLs superior
thon one inch, thus
-L
thickness less
depth
Sodrurn benlonile's swelling obility ollows it to seol oround
ocridenlol punctutes.
hydroulrr conduclivrty rs ochieved wrth o producl
ollowing {or 2'3 {eet of oddrt,onol ivosle drsposol
$I
BENTOMAT ST is a reinforced GCL cor-isisting oi alayer
of llure Volclay sodiurl bentonire encapsulated
l:etra,een two geotextiles, needlepunched rogether.
BENTO\4AT ST p:'oudes :raximum perlornrance under
a u,rde rrarieL)z of field conditrons. Tlris integrated
matrix of be:rromre and needlepunched fil:er-s pr"ovides
i"Ligir internal sl-rear- sti-ength a:rd lou, permeabrlity
BENTON4AT ST has a rhin upper georexrile lor maxi-
mizing intimate contacl, in composrte line I s)/stems
BruouAr llill
BENTON4AT DN is a r.ernfolced. needlepunched GCL
Lhar nor orilv iras high inLenlal shear- strengrh bur aiso
1tlovides addirional jnrerface fncriot-r on boLh sjde s ol
the GCL. BENTON4AT DN is rdeally sujred for srecp-
slope liner/cor,er- s)'stems u,here overall liner s1,sl-ent
sLablliry rs critical
BrnlouAI. C[
BenLoma[ CL is a reurfolced GCL composed of ru,o
car-rier geotcxtiles needlepunched rogcther to encapsu-
late a laver of Volcla), sodium bentoprte. A conty;os:te
lamrnatjon gives rhe GCL excellent h),draulic 1:ei.lor-
mance ar-rd p:-ovides punctLlr'e and tensilc strengrhs
be1,616 co:lvenlioual plastic rlemllancs. BcntomaL CL
is ideal for landlills, po:"rds. sur{acc tnrltoundntents and
othcr contarnnrcnt llrolccts
B rttttoltAI'
w'ffi.'{ffies
lsFi
4G,&
rffi
@&r'w. .
xeE*cit tt@
re
-al*H
Ew
@<WE,
@-UE'ffi
fF,tG7 5
CETCO GCLs hale several inrportanI advanrages orer
tern'is o{ h1'draulic per-fornrance . ease ol insrallation and air
tradjtional conrpacted cla1, lrrrels (CCLs) espcciallf in
spacc requi r-err c r1Ls.
Freeze/thow or wet/dry crocking in o ICL con dimin-
ish its effective depth ond long.lerm performonre.
One trucklood 0{ 6its covers lhe s0me 0reo 0s
opproximotely I 50 truckloods o{ compocted cloy.
Ioilo- Irntrt PrntonltAt\l$t
Cliniatic {orces and drller-entral seLtlenrenr can u-rcrease CCL
leal<age dranraticall), over tlme CETCOs GCLs elrnrjnare rhese
problen-rs. because natural enrzironmental stresses such as
h-eezelthau, and desiccaLro:i/reiareLLir-rg cycles har,e no allcct on
sod junr benroniLe s performance. Djffer-enrial serrlenlenL. conlmorl
in landfill co\ier applicarrons, can be handled bi, lr.,-,t.o,., res high
plastrcrtl' and self-lrealing capabrliLres. CCLs can cracl< under Lhese
condjtjo:rs, leadir-ig to signifrcant u-lcreases i:-r leal<age
[nsr 0r Coil$rnltcrrotu
Its noL utlcolt-ntlolt lor Llrousands ol tons ol c1a;, 1e be l-rauled long
distances to the .1ob srte , resultrng rn added consrructjon Limc.
tralfrc, noise and cosr CETCOs GCLs can be delrvcred arcl
insta]led rn,rtl-i lar greater elhc:enc1i irr facr, it ral<es abour l5O
truckloads ol cla;, to equal Ll'ie coverage oI lust one trucliload ol
GCL I
Mrnruuu Aln $PAGr Rrournrrrtrilrrs
The most 'aluahle asser rn an,.' 1andfr1l is irs aji space A conrpacrcd
cla1' lrncr rrecdlcsslr, dc'ouls t1-rrs plccious resourcc ancl rob,s a
land{ill ol rts furur-e r€\/enuc. Bur a GCL provrdcs the san-rc, rI noL
be tier. le,el of pe rfo'.rancc ard occupiesr,rrtuall' no ar- sllarc
lnnnnrr Atn $pncr lnu$mnuoil
The red bond in the illustrotion
represents the increosed oir
spoce flondfill volume) in o
\picol lnndfill proiect when o
GIL is substituted for o [[1.
Note thot oir spoce is goined
on both the bottom liner ond
cover systems. ln foct, on
overoge*ized londfill ron
obtoin over l0 percenf nore
air spoce when o GIL is used.
Londfill Liner
Londfill volume using rompocled
duy liner (iCL)
Londfill Volume Goined Using o GCL
I]
ffi
Londfill [over
Londlill Cell
lx. I
,blil,ll]J,tE,li;
rL-,.-. - " -
EJJ I]]Bi
Regardless of the apphcation, il)osr hni.g proJecls ha'e large, rerati'er), rlar ce,ti-ar sectio,s su,..unded by,
steeper perimeLer slopes. Each of these areas lras rhe same s1-ingent lrl,draulic performalce
requirements but Very djflerent shear strength requirements To nreel t]rese rraried demar-rds in the most
cost-e{flcienL mealr possible, CETCO offers both reinforced and non-rein{olced GCLs. Addrriolalll, CETCO
mauuiacLures t\/o GCLs that lncorporate a composire lan-unation CL, both providriig a penneabiliLl, 10 to 1,000
tinles Iou,el than compacted clay liners,
,6R1
: tlB:,F e
re#
tft gew"
tfi&
@f.
,EE("t g*lEE*i'-M
i.8 E\@
,,^H#
.l@
: xteli
,,Jr{kQ
:"ffi"'rei{drdffil
€.,
ffBts.M
€
- .- '42
&-
$mY[lnx'200R
CLAYMAX 200R rs a non-reinforced GCL u,irh ru,o
lightu,eight geotexriles encapsuiatir:g a laysl' of
\/olcla), sodium benro:rrLe. ldealiy sujred for rlild
slopes, CLAY\4AX 200R maxrrjzes borh pelfonrrance
and value rn one product. A completel), self-seanrng
GCL, CLAYMAX 200R is ideal lor linrng Lhe flat areas ol
a landfill
$00cr
CLAYN4AX 60OCL is a non-r.eiriforced GCL consisLir-rg ol
tr,',o lighru'cight geotexLiles encapsulating a lar,er of
\/olcla)i sodiurl bentoniLe u,rth a coilposiLe lammalc
applied to one oI rhe gcorexLiles. CLA\'\,LAX 600CL is
Lhc ideal solution for flaL are as ol landlj]l caps and hrglr
hydr-aulic head conditrons ir': botroni lurcr apltlrcatrons.
CtAyutx.,
StT$0 $0[ ilptu$Auori ltrrurs
<-Cover Soil
a- 0roinoge [omposite
---C[TC0 G(t
\lntermediote
Cover
<-Wosle
<-- l.Voste
[over Soil
<- Woter
-
y'}rc'noge [omPosite
<-Geomembrone
<-- ([T(8 0C;
-. [ompocted-
Subgrode
<--
<_
<-
[over Soil
CTI(O GC:
Iompocted
Subgrode
Londlill Cap londlill [iner $urfoce
Experl,enter
[nueugtii@Er
snd Uclu-,e in
@*esY'nthet1,t
Glluy tiinetls,.,
CETCO Geosyntheric Clay Liners (GCt-s) are irigh
perforrnance environmental liners comprised of
geosynthetic carrier componenrs integraled witl-r a Tayer
of 1ow-permeability Voiclayt sodium bentonite'
CETCOGCLsprovidebetterengineeredlrydraulic
performance than several feet of compacted clay wilh
a total composire thickness of ]ess than one inch' The
Volclay@ sodium bentonite also provrdes high performance
self-sealing properties and freeze-thaw resistance'
CETCO GCLs are manufactu::ed in large rolls that
tequire just a simple overlapped seam' Simple, cost-
effective insrallarlon makes CETCO GCLs the logical
choice over tradittonal compacted clay liner methods
for a wide range of environmental applications
including; iandfill liners and caps, impoundments,
secondary,conLainment and mining applications'
tETt0 GiLs ore
mode in lorge rolls
for eosy tnsiollotion
liner system with o 3H:lV sloPeBentomot in$ollotion in o iondfill
I
COLLOI D ENVIRONMENTAL TEGHNOLOGIES COMPANY
Tecxrurcat Dara,$neEr
TR-401bm
Revised 4/00
BE]YTOMAT "CLT" PA]VEL A]YD ROLL
SPECIFICATIOIYS
STANDAR-D PANEL SPECIFICATIONS
PANET DIMENSIONS*: 15 fi. (4.4 m ) wide; 150 f1(45.? m) iong
TOTAL PANEL AREA: 2,250 sq. ft. (209 sq m)
EFFECTIVE AREA:2,145 sq. ft. (200 sq m).
STAN}ARD ROLL SPECIFICATIONS
DIMENSIONS:16 ft. (4.88 m) wide w/ core; 26 in. (660 mm) diameter
NOMINAL WEIGHT: 2950 ibs. (13a0 kg)
4 in. (100 mm). Inner core plug rreasures 2.5 in. (63 mm)
6-mi1 (0.1 5 mm) U.V.-resistant polyethylene sleeve
STANDARD SHIPPING SPECIFICATIONS
SHIPMENT SIZE:14 rolls per truckload or container ioad
GRANULAR BENTONITE: 50-lb (23 kg) bags
T]NLOADING AND HANDLING EQUIPMENT
COREPIPE AND
SPREADER BAR:18 ft (5.5 m) Iong, 3 in. (75 mm) Noruinal Pipe Size, XXHOR: Solid steel pipe
OR: Stinger attachment for forkhft
CHAINS OR STRAPS: 2 required; approximately l2 ft. (3.7 m) Iong each
EQUIPMENT:Front end loader or forklift (typical)
*Custonr widths/lengths available.
1350 W. Shure Drive. Arlington Heights.llllnois 60004-1440. (847)392-5800. FAX (847) 506-6150
_ . _ A wholly owned subsidiary o{ AMCOL lnternarional
I he inlormation and data contained herein are believed to be accurate and reliable. CETCO makes no warranty of any kind and accepts no
responsibility for the results obtained through application ol this information.
(Assumes 6-in. (150 mm) edge overlap
and 2-ft. (600 mm) end overlap)
coRE SrZE (r.D.):
PACKAGING:
TR 404bnt
Rcvised 4/00
COLLOID ENVI RO N t\4ENTAL TECH NOLOG I ES COh4 PANY
Trcuxrcar Srusrrfrara
BE|YTOMAT "CLT" CERTIFIED PROPERTIES
MATERIAL
PROPERTY
TEST
]\{ETHOD
TEST FREQUENCY,
ft'(nr')
REQUIRED VALUES
Bentonite Swell Indexl ASTM D 5890 1 per 50 tonnes 24 mLl2gnin.
Bentonite Fluid Lossl ASTM D 589i I per 50 toruaes 18 mL max.
Bentonite Mass/Area2 ASTM D 5993 40,000 f,2 (4,000 m2)o.75 rblft') (3.6 ketm2)
GCL Grab Sh'ength3 ASTM D 4632 200,000 ft2 (20.000 m2)i20 lbs (s30 N)
GCL Peel Strength'ASTM D 4632 40,000 ft- (4poo;5 ls lbs (6s N)
GCL lndex Fiux ASTM D 5887
orE96
Weekly l;103;%?'*--
GCL Hydraulic Conductivity4 ASTM D 5084
orE96
Weekly 5 x i0-'' cnr./sec
ULL Hydrated lnternal Shear
Strengths
ASTM D 5321 Periodic 500 psf (24 kPa) tlpical
Bentomat "CLT' is a reinforccd GCL consistittg of a layer of sodiunt bentonite behueen two geotextiles tlticlt areneedlcputtched togetlw and laminaled to a 20 mil textired iIDpE geonrentbranc liner
Notes:
Bentonite property tests perform^ed at cETCo's bentonite processing facility before shipment 1o cllTCo,s ccI- production facilities.Bentonite nrass/area reported at 0 percenl moisture conlent..
AII tensile testing is perlornred in the nrachine djrection, with resulrs as minimum a.r,erage roll values unless otheru,ise indicaled.ASTM D5887 Index flux and ASTM D5084 hydraulic conductivity testing with deaired distilied/deionized water ar g0 psi ( 551 kpa) cell pressure,77 psi(53lkPa)headrvalerpressurea^nd75psi (517kPa)tailwaterpressure. Reporteovaiueisequivalenlto95gal/acrelday. Thisfluxyalueisequivalentloapermeabiiityof5xl0-i0cm/secfortypical bcltlli.in".r. Allematively,hydraulicconduclivitycanbedeterminedby perfonning\\,atcrvaportransnrissivrlytesting(ASTME96)onthemembranesideofthecclanduseconrersionoutlinedhyKoenrer(lgg4). Thisfluxvalueshouldnotbe usedforequivalencycalculationsunlessthegradientsusedrepresentfieldconditions. Afluxtestusinggradientsthatrepresentfieidconditionsmustbeperlomrcd to determine equivalenry The last 20 weekly values prior the end of the production dale of rhe supplied GCL may be provided.Peak^valuemeasuredar200psf(30kPa)nomralstress. Site-specificmaterials,GCiproducts,andtes.tcondjtionsmustbeuscdto'erifyintcmal andinterlace srrengrh ofthe proposed design.
'1350 W. Shure Drive r Arlington Heights,lllinois 60004-1440. (847)392-5800. FAX (847)506_6150
A wholly owned subsidiary of AMCOL lnternalionalThe information rnd
responsibility for the results obtained througlr application of this inforrnation.
I
7
3
{
PROPERTY
Paul & Celia Nieslanik
ii.i,,. 481 County Road 100
Carbondale, CO 81623
2393-344-00-009
United States of Ame L:Lca
2393-353-00-032
Michael & Julie Kennedy
867 County Road 100
Carbondale, CO 81,623
2393-354-00-045
Town of Carbondale
511 Colorado Avenue
Carbondale, CO 81,623
2393-354-00-035
Roaring fork Preserve, LLC
P.O. Box 1,360
Basalt, CO 81,621
2393-363-00-009
Roaring Fork Railroad
Holding Authority
530 East Main Street
Aspen, CO 81,61,1,
2393-354-00-060
afr,ubondale C orp oration
2000 S. Colorado BIvd.
Tourer Two, Suite 2-1000
Denver, CO 80222
2463-021-00-011
6{;!?ri"ndare
Carbondale, CO 81,623
2463-022-00-002
P & C Nieslanik
481 County Road 100
Carbondale, CO 81'623
2463-022-00-008
Public Service Co. of CO-
Attn: Property & Land Tax
1225 17ft Street, Suite 400
Denver, CO 80202-5543
2393-353-00-048
Timothy Nieslanik
534 County Road 100
Carbondale, CO 81'623
2393-353-00-053
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SPECIAL WARR.A}TTY DEED
,
TIIIS DEED, Made this 15th day of June, L998 between LOUIS M.
LaGIGLfA as Creditors' Trustee and as Attorney-in-fact for Mid-
Cont j.nent. Resources, Inc . and MID-coNtrNENt REsoIrRcES, INC. , a
Delaware corporat,ion, 1058 County Road 100, Carbondale, Colorado of
the County of Garfield, StaEe of Colorado, Grantors, and I{XDCON
RE;AIrE, IILC., a Limited Liability Corporal--ion, whose lega1 address
0755 Airport Road, Glenwood Sprlngs, Colorado 81601,
a 11 r,1,.-Jn*-Grantee::e: .l
lobo( ,^ri FA
qtl >J*'u WITNESSEIE, Ehis deed is executed and delivered by Louis M.
LaGiglia as Creditors' Trustee and as At,torney-in-fact for Mid-
Cont,inent, Resources, Inc. pursuant E.o Second Amended Plan of
L,iguidation of Mid-Continent Resources, Inc., in Case No. 92 1L558
PAC, Unit,ed States District Court, for the District of Colorado in
Bankruptcy, recorded in Book 0909, Page 976, Garfield County Clerk
and Recorder's office, confirmed and approved by Order of said
United Stat,es Bankruptcy Court, recorded in Book 0909, Page 974,
Garfj.eld County records and further confirmed and approved by Mid-
Continent Resources, Inc. , a Delaware corporation, and by
aut,horization, conf irmat,ion and . approval of Creditors'
Represent,at,ives appoint,ed pursuant, to said Second Amended Plan of
Liguidation set fort,h on Exhibit, B attached hereEo and by reference
incorporated herein.
WITIIESSETE further, that the GRA}IIORS for and in consideration
Of t,hc Sum of TEN DOLLARS AIID OTHER VALUABLE CONSIDERATIONS the
receipt and sufficiency of which is hereby ackowledged, have
granted, bargiained, sold and conveyed, and by these presents do
grant, bargain, se1I, convey and confirm, unt,o the GRAIiffEE, its
successors and assigns all t,he real propert,y, together wit,h
improvements thereon lying and being in t,he County of Garfield and
State of Colorado described as follows:
The Unit Train Loadout Tract, described upon Exhibit *A,,
attached hereEo and by reference incorporated herein, t,ogether
with all improvements thereon, all water rights and well
L2gg,
right,s, all easement's and rights-of -way
appurtenant' thereto' all f ixtures ' t'rackage '
equipment aEtached 'or connected t'o buildings
upon said t'ract
ToGETEER wit'h aII and' sinsular t:?..n::::*il:ffi, :l:
",,,':::""H::J:i:'""ii=:ii';"#"J'":":"1T"'3;I,"iil"3l"":,"llil'":"','""*?jt";'ff I":""""::;H'=',^=i*'-*'"i:|"."I1'ft":Tr.rll""'E,he reversion anct reveruJ'"^'--_l^ :;'i-." ' lhtr, trit,Ie,
issues "ta pttfii= t'hereof ; and "11..t1"
estate' ra!
r t-he GRANTORS either it
il::::=::Xi:i:'nH"""u"n.'I""""':i-:lt:H=:H=i"'=',"",'r#::.";="Ti;:r=: #;J"I; H:";";; uarsained premises, with
IN WITNESS VII{EREOF ' t'hE
t,he date set fort'h above '
eRAl{IIoRs have executed this deed on
heredluaments and aPPurtenances ;
ToEA\rEA}IDToEol.Dt,hesaidpremisesabovebargainedand
describedwitrhtheappurtenances,untotheGRANIEEitsguccessors
and,assignsforever.TheGR.A}I:roRSorguccessorsdocovenantrand
agreethat,t'heyshall",,a-willWARRANTA}IDFoRE\IERDEFEI{Dthe
above-bargained premi""=-lr, at. quiet ""a peaceable possession of
the cRaNtEE, its success;;=- and assigns, against all and every
person or persons cr"i*il-g trh" whole or any part' thereof ' bY '
through or 'under Mid-ContinenE Resources' Inc'
By
2
used uPon or
machinery and
or land in or
Iaw
the
Inc.
MID-CONTINENT RESOI]RCES ' INC '
2
M. LaGTGIYIA
As Creditors' Trus
At'torney-in-fact for
Mid-Continent Resources'
President,
and as
:
l
'. SOug::,. EangE EE iiefE Offit E=E :nq PorE:
thence f,orth elong Ehe E3.st llnc cf said Loeof said D.&R.6.til.R.R. r:g!.c-of<rey;Eience tfcseerly urd, on a s:.rnre Eo Ebe r:,gh:
r:,Etre-of<ray tlne of Ebe said D.Ei.G.t{.8..i.Degiming.
A-- )hr:rao-raa a- b..b - b --
17 to Bbe Soue} llne
rlong rnd upgn Ele Scu:..to Btsa poinc of
Iinc of sal4 loc 23, B!:e gai..:
i.nc.:,udeC in trec--_i. I -4.
C3'li!iT:'.C.= G;i=:Js:eE 0F CCLoR.*Do
A Fareei of l"rrq siiauced in roe::, sae:::n 3=, ts'-rsh,:p ? s=u:!:.3an9! 88 He:e of tlc 6tb, F.l{. , gi--'.:asec Scuc!, of end paritleil:ni
ELe Dcn';er t Rto Grande lie:e,ern Rerrroad, r:gh:-ef -eay, EorEFar--:c.Jlarly d,escr:leC ls f oligtts:
Froa tlc t itnegs quarEer corner locaeed er:d !n place on Ehe llcr:!-Souel line beE;een Locs ll end LZ . Sac::cn J5 , tor.trship 7 Sou:!,Range 88 Hesc of Ele 6t!, p.!{. iEhenc= l{css 2112.: fcec;
Ehence tloreh Eo Ehc Souch ll,ne of E!:e said, D.Ei.G.!{.R.R. r:gha-of-Eay Eo E!'c poine oi beginning;Elence Souche_rly 150 fee-- lB a r:gt:: anglc Eo tlr South ltne ofsaid, D. &e.6.H..q.R. right -€f -€ayi
Bhenc= ErsE,erly rpFrcir=aiiry iioo f ece Borr or lcss r €!r . c..:r.,rr!Eo Ehe lef! end parallcl Eo LUe South Ll.ne of sald D.&R.G.i{.R.R.rlgllE -of -!1y l=! f ee'- lbaref ros Eo Ela Ease llne cf sald Loe ,li ,Bhe Ease llne of said, LoE, L7 bcing 812. {6 feee gle:g of t}e saidtfllEness Quarerr Corner:
t7t?bltb
o
COUII T OF GARFE:
sEttE 9F CotoR.tDo
A trac: of land situated
Rar:ge 88 i{e:e, of ELe 6tb,
tn Lot 23 , Sce!1on 3E , torzrsh:p 7 ScuE!,P.t{. , Bors fuJ.ly d,egc=:"!ed ts iollo--..s :
Eeg-u:tng lt I point on l!,e Eors!, llne of said Lot 23 shcnce Blasttae=s cotrntr tor Ebc Souc! Qr:rrter Coracr of said Sec:1cn 16berrs S. 69.{5' E. 961.91 feee;Ebance S. 85 ' 10' ti[. (83 . 91 tee: al.ong Bbe f,orcb llne cf sal{ Lct23 to tle llortbre :e Cornsr of seid tog 23:tlence SoucS' 707.62 faee elong Ebe llese line of geid Loe 23 Bs E!:cScuES::cse Corner of satd Log 23 a
E!'encc Sough 89'2{'{0' E. 661.:5 feee rlong c::a Scuet l:;e o! saiCLoe 232t!:encs llor:h 6:2. ?: f ece;
B!:encs S. 56 , l{ ' l{. J I . ;6 ( e:e :Elenca S. 82.30' 9I. :2.93 fecs:
Ehenc! f,. ?9.1t' 9f. ?7.63 f scc:
B!:,rncs llor:lr 90.!3 fee.- Ee BhE tfor--iof beg:nnrng.
cSuMi? 0F crRF:rns:i= 0F C0L0RAD0
r
t
I,
'oo
EXCEPT for t,racts hJretofore conveyed by Deed-recorded as
Recept,oin No. 464338, Book 0905, Page 347; Deed recorded as
Reception No. 467662, Book 0913, Page 535; and Deed recorded as
Reception No. 48 9232, Book 967 , Page '777 , all in Garfield County
Clerk and Recorder's office
ALSO included, in this conveyance are alJ- irnprovements on the
above-described land., a].l wlter rights and weII rights, all
easements and, rights-of-way used uPon or appurtenant thereto,
all fixtures, trickage, maEhinery and equipment attached or
connected to buildingrs or land in or uPon said tract.