HomeMy WebLinkAbout1.0 Application)
PETITION FOR EXEI4PTION
FROM COUNTY SUBDIVISION
REGULATIONS
The church of Jesus christ of the Latter Day saints
Part of the NEL 56N NE% Section 9, T.6s', R'93w'
Immediately east of the City of Rif1e
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Prp^w I
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Petitioner:
Location:
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Document
Petition for ExemPtion
List of Submissions
Subdivision map
Copy of deed
Property oblner letter
Vicinity maP
Letter re: Water and S
Evidence of Soil TYPes
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CONTENTS
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BEFORE THE BOARD OF COUNTY COMMISSI ONERS OF
GARFIELD COUNTY, COLORADO
PETITION FOR EXL MPTION
Pursuant to c.R.S. (1973) Section 30-28-l0l (]0) (a) - (d) as anended, and
the Subdivision Regulations of Garfield County, Colorado, adopted January 2, 1979
Secti on 2.02.01 (d) and 3.02.01 the unders'ig ned
respectfullY Petitioners theaF fho T.:{-l-or I-)av Sa l-n ts
Board of County Commissioners of Garfield County, Colorado, to exempt by reso'lu-
tion the division of a 34 acre tract of land into two tracts of
approxi matel 3 acres & 31
resPectivelYu..ei -e-*[ ,
-r,orJtrr
I ess , from the di fini ti ons of
,,subdivision,,and "subdivided land" as the terns are used and defined in C'R'S'
(I973) Section 30-28-l0l (a) - (d) and the Garfield county Subdivision Regulations,
for the reasons stated below:
The Church intends to acqu ire said 3 acre tract f or a church site.
lable in t.he CitY of Rifle or in nearbY
Su Ie tr acts are not av al-
county s uird.ivi s io ns. The ProPertY ang su VA ions have been requestedaseen
sane ownershi for fourteen ears no other exemPt
IV 1S onw I crea eon v trac SU r AUand this d
In support of this petition, the petitioner also submits the following:
'100 year fl oodnl ai
live stream crosse
Fee in the amount
EVidence of the so
By:
nformation wherer adjoins said tract
$ ea. oo
types
S
saze.
t 1980
f the Latter
ts
a e Presr en
(a)Map drawn to scale showing proposed Iot
subdivision and access
Copy of deed
Vi ci ni ty I''laP
State on source of donestic water
Statenrent on method of sewage disposal
(b)
(c)
(d)
ti]
(g)
(h)
n'lso
ofil
Submitted at Glenwood Springs, Colorado, this day of october
e t oner Day
ng ress
0 4 (i 'Fl;t':1r);l d nue
Rifle Colorado 81650
e ep one er
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SUBMISSIONS
Map drawn to scal-e showing proposed 1ot subdivision
and access.
Exhibit rrArr
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(a)
(b) copy of deed
Exhibit rrBrt
Letter from ProPertY owner
Exhibit rrCrr
(c) Vicinity map
Exhibit nDrr
(d) Statement re: source of domestic water:
Domestic water will be supplied by the
Letter from the City of Rifle stating
to serve.
Exhibit rrErr
City of Rifle.
the willingness
(e) Statement on method of sewage disposal:
Sewage disPosal same as (d)
(f) I00 year floodplain information
No tive stream crosses or adjoins the tract'
(g) Fee in the arnount of $84.00, payable to the Garfield county
Treasurer enclosed.
$50.00 plus $1.00 per acre x 34 acres = $84'00
(h) Evidence of Soil TYPes:
Exhibit trF rr
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lilic()nl,)illl.'s s'1"\Ii i'{'i"'j.iiS liflii-l, ll:rrlr: llrir; -c\{''ri')i:y'ilouri:i.r c1u'v oI
Jut-l,l in thc yciti o1i out Lorcl titic tlioni;lrtiti rtiire }iurldr:ccl
ancl s ix Ly -s: ix bcLlYt:cn
---.T. A. LOCi.N ancl I'iVEI)'ii \I.
^^--r-' 1 IUilL l-J-eru iLlt(ltrf t]rt Corrntl't,ii
State oi Oolora,tlo, of rhc liii:irt pi'tl:t, irr:,:1
---J0ilii i{. SAVAGI anri JO.\N L.
of tiic Coiuri..y oI Garfield ancl litatc o{ Colorarlo, of tlte sccoucr palt;
\\rITNIlSljliTII,'Ihrrt tjrc siiitl pilrt ies of tlic iiilst ptrrt, for arirl in coi:.sideltrt,ion of the sitm of
-------T[N DoL.IARS .q,i'D OliiER G0OD AiiD VALU;\BLE COIISiDIiIIATION-- -*-i"TOIifiiI]'-S
to thc sajri prrrt ies of tlre firsr irali; iii hirncl pairJ )ry tlre sairl palt ic:s of tiie seconcl piir-t,' +"i1c
rcct-'il)'l;ri,Lei'cofishcrr:b1,conftsserliriirlaclilto',t')tr';1get1,li;i. tre giartieci, llargaineci,sold.anclco111'eyc(i,
and b1, tirtrr;e lii'i:seats ilo griitrt, biti'gtin, scll, cotvcl, aurl colfir-in uttto thc saicl part ies of thc
seconrl pi'Llt, their licirs irnrl assigirs forcvcr', all the fo).lorving dc-*rrribecl lot or pareel oI
)aucl, situatc, Iying a,nrl i;cing irt tlr.e Countl' of Garf iel-d ancl
Staie of Colora,tio. to-wit:
I.I'i$E+:{Ei, Sec. 9, 1'p, 6 S., R. 93 i'I., 6th P.i''1., togctlier wit.}r 4/10 of a cu.
f ooc of r.r;.iter per secc)nC of iiiie ouE ot F,rlie Creell , bi,:i ng P;iorl ty i{o. $0
clccrecd fcr DisLIict jlc. 39, icli.,r:Lii^i:: ';:il:h r, .Dr-oporLj-orole inie:;esi ln ihe
Rif Le Creek Cancrr DiIcli, iis e::l.c::sions, , enlar6lenents arrd rescrvoirs.
Tire lli:::th\,resE 3 ac'ies ol ti... liil::iiii':Sir:.j- of Sec. 9, Tir. 6 S", R. 93 l'I., 6iir
P.1.1" , tire sarne bei.ng noi:e pirr';j,cuia::1',i ciescr:i-bcd as j"oLl.ovis, Lo-\rit: - Begin-
ning at a point 9 rods l.res:t of che.\orlheast corner of saicl Nr,'l*i'iiftsE-l of sairi
Sec. 9; t.hencc i.'.resl 3L rocls; th.:ncc S. 31 'rocis; [her:rce i'.ortheasl: 43i i:ods to
the place of beg j.nning, :-ncir-rdiirg, ai1 of g::e.ntors t r::gtil. to any spring or
"prr.g;r locat,eci rheieon. .\1so t:1at portioi-. of tire l['i*ilEi-,Sili Sec. g, fP. 6 S. ,
R. 93 1rl., 6th P.M. co:tt.;;iriing 7 ac;cs anii cir.scri'oed by rneie.s ;rnci boui-rds as
foLiorvs: ileginiring ei: Ehe Norri:e*r;t Cc-riier or tne lXiiNIiiSn+ of said above
describerl a'rr.ct I theriee h'est. 9 rois I t:iience Sou[irwest l1-lj rods; thence South
9 rodsl thencc iiast 4,C rods; the'.^,ce Norih 40 ::ods to tire p1act: n;r5tiirrttjtll!, B0
Eogether with 4 /iO of a cu. ft. of r.,aier per seconci cf tiroe o.ri,/o1- i{iile
Creek sec;e,:ci Lo the iLif:.e Creell Caacn Dilcl:. First parties incenci and <io
hereby coi.rvey aLl of rhe N.I-}NI;SE1 ol s;ici Sectioir 9. The first parlics quit
clain al.i ot cheir incerest in 2.0 cubic reet of \.ratei: per second o1' tiiae of rhe
seepage \.ra tet: and sprii':g r.raE,er iocated by ht. i'). Cloug,it near saiC preraises r a
sraiei:ei-rt of the sane being f i.Icd in ine Siate El'.git'tccr's of f ^ce.[jsE'.-)l:'i Sec. 9, Tp. 6 S., R. 93 I'l ., 6rLr P.I'1. ihe fir-sE parEies convey
a1I oi ti:eir right, title, ii:C interesc j-n the R"if 1e C::eek Canorr DiUch, iEs
enlargerlei-lrs anci the pr:oii;j"es arijuciicaEed therero \,/ith all iiirch and ru.:ier
rights appur:icnant to,::: uscd ln co:incct-i-o;r r+i.ti'r tlli: cbovt':Iari.l .
r\11 of tl"ie ab,;ve larrci hc:ei.n corrveyecl j.s subjecU to s11 rights of way for
public roaci, C:.-air:egc diich*s, anci easenei:!s noiu, in place and being ttseri,
includinl; t;ra t lar:ci col:r';yed ro i:he tsoa::,i o t: County Co;,:niissiollels of Garf ie1.d
Couni-)/, CoJ"ora<io, ai:C thr:ir $uccessors in of iice by cluic claim deed of recol-d
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tilc si:'iil ir[LI'i j-ci; iri 1],1 s0co]^;\i ltlii'i, iht::-i' l.' i'r l.;,,1 iissi:rli5 j'oir'r'tt''
,\t:.1 '.1;r, s:l;i -i. :i . Lli '1,. et,tl .i'r": : -, ;'r \" Lt:;;';-l
ll{Il'i i-.;s r'i tl:,.' :'ii's'L i',r,t i,
iol- tiiulti si,i y;5; , .i:i-rLl.; ,.,,-t', . r::,'c,.tic.j's iirial ltrlriiiilr'sirililvi;r, ti0 to\i'llallt, Srlilll. bl1'gairr
il1.i i::{irLr ti; l,it,:i i1'illt ilrc si:i(r. .1-;i.i'1 ies ol lric ir(,a'r)rt('i piiii, t.lleir jicit's ,iir11 ilss;Sllsl, tlL;li at, ihc
tjr.tc ol r,trc crrsraiil,l r-r1ij tlelivc;'i-cr,i i)-,,,sr-. r.lt.r,!;.i:ls Lhcy ai;e r','cli scizcrl oi'thc 1lt'cttlises
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iritir i:litr ebovc lrrrl;liiiut'.t1 trrt'cil'iist:s itt
'ihc quiei' a)ld ili'{lccab)e pos'tressic'il of iht r'l:it1 ;-'11 it ics o{ llrtt sccort<1 pat't' rheir hcirs irnd
thet'eof, tlir: s:iitl }art ic+s oi tJic {i,'st l..,ai'i sii;rli :i,.ril r'ill \\r'\llRAN',l AND UoltliYliri DliI"l'lNI)'
IN TrI,INISS \UIIiTilr()F,') ]tc seiti )lrtr",. ies o[ tlre Iirst pitrt ]ra ve ltcrcrinto set their
hanij s arrd seal s thc t'irr1- aiid }'crlli' ,til.st abovc rliittetl'
Sigled, Scalc<l antl I)ciitercri iri i'rcscttcr ISrir\J,]
IsDAl,]
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Tlre foregoing insrn.urctii \\'iisr acj;norvlcrlltrd 'LlefoTc titi; tltis
19 66 , byn j. A. Logar, irn<l Evel-i'ir V. Logan'
\Titncss trly Lanci arid oifir.lirl seal'
24tlr clay of .June
itovenbc:: 19, 1968.
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Notr,nr Public.
' i;1.*" .ii i,].:;r'olii..,ri or oii;.0'r*, ,ir'tl," ;,i.;i,lcni ,, ull'".' i,;';;c",:; ui sticl) cor;)''i't;oIr, r)anriIrJ ii'
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o Exhibit rrCrr
JOHN W. SAVAGE, JR.
AttorneY at Law
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P.O. Box 1846
130I Arabian Avenue
Rif l-e, Colorado 81650
(303) 62s-L470
625- r5 3 3
Home z 625-1395
October 2L, 1980
Board of
Garfield
County Commissioners
County, Colorado
Dear Sirs:
please be advised that John I{. savage and Joan.L. savage,
the owners of the subject tract, consent to the Petition for
Exemption submitted by the church of Jesus christ of the
i"ttlt o.y Saints and respectfully request your approval
of said petition.
incerely urs,
o }I vage
'//
Joan L. Savage
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o Exhibit rlDrr
VICINITY MAP
part of Town of Rifle Zone maP
CitY BoundarY
-
Subject Tract
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LEGEND:
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Exhibit
4
September 9, t9B0
Mr. Ron Schnackenberg
949 Railroad Avenue
Rifle, Colorado 81650
Dear Ron:
Pursuant to our conversation, enclosed you will find a copy ()l I lr,
annexation agreement that you will have to complete and return t.o tlrr.,
(8e@ V
',E' o&&ry&rE
l,r,
Furthermore, this letter serves to notify all interested 1.rart ir,:r I lr,rl
on September 3, 1980, the city council of Rifle agreed to allow tlrt' ( lrrrr, lr
Jesus Christ of Latter Day Saints to tie into the municipal \^rat()r .1 1111 ,, vvr r
system.
very ly,
7 .//\-t+4_-
Richard F. Lessner
City Planner
RFL/ds
Enclosure
337 East Avenue P.O. Box l9OB Phone 625'2121
iffiHOME OF "OIL SHALE''
Rillrl, Color.t, lo llllilr(l
U. S . A. 6#-dE-,?r,";r- .
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Exhibit rrF rr
EVIDENCE OF SOIL TYPES
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Exhibit rrFrt
EVIDENCE OF SOIL TYPES
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Lincoln DeVore
100O West Fillmore St.
Colorado Springs, Colorado 80907
(303) 632-3593
Horne Ollice
Aprtrl 25, 1978
John and irorn Savagr
1t22 293 Rord
Rlfk, CO 81650
Ror 6UB6URIACE 60II,S IIVESII TEIOX
ARTBI,AN HEIGETS SUTDTVIEIfr
RItrLE r Cq.,OmDO
Dear Sevtglrlt
Tranrntttrd hrrcstth 1r the roport glvlng thr reruLtg of
a rubrurttCr .ollt lnvortlgatlon lOr e PrOporod aubdlvlrlon
to br kncn tr trrbtrn Bctghtrr ln Rifh, Colorado.
Rerptetf u I.Iy t ubnt tt.d,
LINCOIS-D.VOBE TEgTIttG LAE.
IrlartLn ?. Errlgrnrnn Jr.
Grotcehrrtirl nngln.lr
t,lfn,/ran
LDTL irob Io. 20948, G8-681
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'llorrtl, P. E.
'109 Rosemont Plaza
Monlrose, Colo 81401
(303) 249-7838
(8/
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2700 HighwaY 50 West
Pueblo, Colo 81003
(303) 546-1150
P O. Box 1427
Glenwood Springs, Colo 81601
(303) 94s-6020
P.O. Box 1882
Grand Junction, Colo 81501
(303) 242-8968
P.O. Box 1643
Rock Springs, WYo 82901
(307) 382-2649
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ABST &ACTr o
The cqttrntr of thlr report arc a
eubrurfeco rollr tnvcrtlgatlon aod foundatron rGcmnrandatlona
for the propored Arabtan notEhtr gubdrvtrlon to bo loeatcd a' rbort drrtrnco to th. northeast of Rlfro, coror*do.
Thc rurf,acs roilr acroc! the propolcd
rubdlvlrlon uorc notcd to conrlrt rlnort onttrcly of a rod-brown
to ttght brorn, rilty cray. ror thr nort part, theac rurfacc
flna gralnrd rotlr uetre in a ror drnrlty, hlgh molrturo condltLon.
Horycvor, 'oEt arGa. of rtlffor chyr n6ro mcountcred. AcroEa
porttonr of tht rubdivtrlon, foundrtlonr Dry pcnotpto thtr
vcnecr of lurfacc ftnc gralncd rrt.rhr! cncountcring a dcSrcrit
of coano gnlnrd landr and gravcll. Bccaulc of the variatlon
in eoll natcrlal and dcnai.ty found rcro.a thc buildtng rcalon,
maxtmun boerlng capaelti€s rrero notrd to rengG frqr about rgoo
tg 5000 Prf' goilc of thc rurfaoo rol,r. wcro notcd to b. Gxpan-
rlvc ln nrturr stth tho exact cxp.nrton potcntlal depending**.* .ntr {-j..r(rspsNr
uPon thc prrtlcular nolrture/dcnrlty eqndLtton of the clayl.
Thcrcforo, tt 1l rccorncndod that tho approprlate dcatgn prra-
nctcH for rech tndlviduar conrtrustlon lot be ortabrlshcd by
furthor invrltl'getton eftcr tho foundatlonr hevc been oxcavated.
rn tho tcxt of thtr roport, howcvcr, to atd in prcliurr.nary
dcrlgn of thc foundatlont, ovqrarl rubdlvfuion averagc. ar.
provldcd.
It le rccmtendcd that aLL foundation
ryrtcur for thr propoacd rcrldoncer bo rolr balanced and heavlry
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relnforcGd. IJ contaet preasur€t benealall load bearlng
wall: ahourd be balanced to wlthin about 1300 paf throughout
the unLts. rsolatcd interlor colunn pada ahould be deslgned
for contact Btreogce of about 150 pof more than the average
selactod for the oxterior walla. This balanctnq couLd be accoo-
pliehed urlng thc crlterlon of dcad load plur one-half the live
load. All ttou walls for continuoua foundatlona ahould be de-
slgned ar grade beama capable of epanning at Leaet LZ feet.
Adeguatc draLnagc must be .provided
in thc foundatton area at arl times. water chourd nevor be
alloryed to Pond around the atructures or above the foundatton eollr.
AII floor alabc on grade muat be free
to act lndopendently of the othcr structural portiona of the
buildinge.
Ivrore dctailed recommendations can
be found wlthln the body of thls report. ALr recommendatlons
ara rubJect to limltattone eet forth hereln.
GENERAL:
The purpoae of thls Lnveetigatlon
waa to detennlne the generar suitabllity of the slte for con-
ctructlon of a eerlog of right to medLum welght, aingre fanlry,
residenttal units. Characterletics of the indivldual solls found
ln the teet bortnge wcre examinod for ur6 ln deslgning foundationa
for thcro ttructurca. Alco, aamplel of the rurface eoile h,ere
evaluatrd to determlne thelr charactcristicr aa a pavement aubgrade.
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vrrlon rE r"?*.u approxlm"..:r'::::::"T;" :".::::":'::t;,
ccntcr of Dctropolttan nlfle, Colorado. It is located a short
: dletance to the oaat of eolomdo stats ttlghway 13, roughry ar
tndtcatad on the attached General 81te Locatton Diagram.
Topographically, the subdlvlelon area
ls loeeted on a gently aloping hltlai.de, dropping prlnclpally ln
a aouthwcrterly direction. A nlnor drainegcway ia located along
the routhorn boundary of the propoeed devclopmcnt whlch may intar-
cept a cortaln percentage of thr rurfeee runoff generated acrost
. the area. tror the most part, surface runoff is directed in the
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south and $osterlv drrcctron;":;;_r::r""::":::";
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il tho ground surface acrooa the propored subdlvision aro generarly
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il of the developncnt. These surface solra arc predqninantly riltr
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and clayr wlth aqte flne gand ekcd ;rarticlao. oftentLmes,
these eurflce rollr were noted to bo rmewhat lensatlc in nature,
t contalntng numorqre thln lenaea of sanda, slltr and claye.
I
wtth lncreaslng depth acroea the
develolmotr the aolle were noted to bceqle nuch coaraer gralned
I in nature and thesc coaree graincd deep coiLs are probabry acsoci-
. ated wtth thr ectlon of the etrernr tn tho vlclnity durlng theI
Pa.t. wr.th the exceptlon of the reglon of Test Boring No. I,
I we would not antlclpate foundationa eneountering theae coaraer
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graLnrd roLlt.
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O Bedrock ln tfrflortlon of Rtfle
conslata of the waEatch formatLon. The waeatch formatton lg
charactertattcarly qulte varlabte wlth thc actuar eomposttton
ranglng from aandltoncs to slltetonec and claystones. No for-
mattonal natcrlaL was eneountered ln any of the slx teet bortnga
to tho dcpthr drirred on thls aite. we wourd not anttclpatc
conttructlon problcma artslng frora thc preacnce of jlormatlonal
roil nor ghourd the engineering charactcrlatics of the high
dsnslty fomationar materlals affect the performance of the
foundattons for the structures on thig alte.
ORATORY TES TS&R LTS:
Slx teet bortnga wcre drlllod acroaa
the cubdlviaLon arca, roughry aa rndieatcd on the attached Teat
aoring l,ocatlon olagram. Theee borlngr h,Gre placed ln such a
Dannor aa to obtaln a reaaonably good proftle of the eubsurface
eolra. whtre soma varlattons wore noted frcrn polnt to polnt,
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the aubgurface 8oi1r profrre was Judged eufflciently uniform
that no furthcr test borings wer6 dcemed necoaaary at the present
tirne- All tcst borlnga hrere drtrled wlth a po$rar-drlven, con-
tlnuoug aug€r driII. samplea were taken wtth the standard spllt
sPoon samplerr wlth thtn-walled She1by tubee and by bulk methode.
As shohrn on the attaehed drilllng logs,
the aubaurface proflre encountered can roughry be divlded lnto
a two-layer lyatem. Thc flrst layer of the profile coneiats of
the sllty craye of soll 'Iype No. l. Theee materials were encoun-
tercd at tho ground rurface ln all rLx tart boringa drllled and
-4-
Gxtandcd to Qtnt ranging from 5 faet O". of Test uorlng
No. I) to 22.5 fect (area of Tert Borlng No. 5) . for the moct
part, thc claye of Soil Type No. L were cneountered in a low
molrture, hlgh denslty condltlon acrora the gubdlvlaion. Again,
the exccptton to thle occurred ln tho rcglon of Teet BorLng No.
I, wherc thc claya w6ro noted to be much flrurcr and much loryer
ln mokture.
Thc rccond laycr of thc proflle
consletr of thc rltty and claycy aandr of So11 Typer No. 2 and 3.
Thorc natcrlalr wer€ encountcrcd acrosr the elte below the
vcncor of rurface flne gd.ned claya. lYhllo lt la poarlble that
foundatton. E y oneounter the coerre gral.nod eands of Eoil fype
No. 2ln the reglon of Test Borlng No. L, Soil lYpe No. 3 rras
encountcrod urually at a great dcpth below thc preaent turfacc
and wc would not antlclpate cncountertng thore more plartle
randr durl,ng foundation excavation. tr{orc preciae englncerlng
charactorlrtlcr of the three ro11 typcr can be found on thc
attachod sutmary rhcctr. Thc follarlng dLtcuaalon will bc moro
gcnonl tn nature.
So11 IYpG No. I claacifled ar a lcan,
allty clay (cL/ALl of flne graln elzc. Thlr naterlal ia plastlc
and of low permoabtllty. It erar cncountcrcd in bagically two
dcnalty eondltiona. In the rcglon of Tcct Borlng No. 1, 8o11
Typ6 No. L rec tneountered ln a lou molrturr, high denrlty atate.
fn thlr partlcular nolaturc/dcnrlty eondltton, it wlll heve
vlrtually no tendency to conrolldate under applied foundatlon
-5-
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strGtr.sr buJlrr tand to be sqrcshat $nelve. rn thc reglon
of Tert Borlng No. 1, this aoi.l type ir oapable of exertl.ng cworl
prosrurcr on the order of 700 prf. Thk uagnltude of expanelon
ta oftentlncr cuffteLcnt to affcet vorfr tlght :tructurar membera
of a butrdlng ar wolr ar alr froor srabo on grade and other flat_
work. rn the region of Teet Borlng No. 1, goll rype No. L waa
found to havc an arloryabre bearr,ng caprclty on the ordor of 45oo
Paf.
Acrotr thc reual.nder of the rubdivirlon
solI Typc No. I war encountersd tn a rory dcnslty, high molsture
condttlon. ThLe partLcular noLcture,/dcnrlty rtate wlrr make the
rotl rmoryhat pronc to rong term sanrortdatlon, ecpectarry if
it ls ovo;loaded. However, becauae of thc htgh moisture ,tatG,
lt wil1 be virtuarly oon-Gxpanrivo. rn thlc parttcurar mots ture/
deneLty .tatc, soil rype No. r nllr havc allorrable bearlng capa_
cLttec on tho ordcr of lgoo prf naxlDuu. Thlo soir typc war
notcd to aontaln rulfetes ln detrlnontar quentltica.
So11 llypo No. 2 clarciflad al a rilty
aand (sM) of v.ry corrse graln cLse. ThLc adl type sae noted
to contaln romc gravcr rtzed matortara and roro amarr cobbre
rtacd partld.e. Thir mrterlar ir of ror prarticity, of medtum
to hlgh pormoabtrlty, and of medluts to hlgh denalty. These
grtnurar roLrr wlrr havo vrrtuarry no tcndency to expand upon the
addltlon of nolrtura nor to true lqrg tam congolidatlon under
applted foundrtlon .trcrae8. GnDular aoirr luch aa theae do
havs a allght tcndoncy to raptdly acttlc bcnoath foundations upon
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lnitial annlation of load. Honrevur, ft, tylre of movement is
characterlatically fairry raptd, often belng comprete by the
end of conrtruction. rn any event, tf the allowable bearlng valuee
given are not oxceeded and if recormendations pertaining to
balanclng and reLnforcing are followedr w€ woul,J not anticlpate
conslderabre amounts of diffcrentlar movement. soir rlrpe No. z
waE found to have an arlosabrc bearlng capacity on the order of
5000 Pif. Thesc granular solrr wcre found to be relatlvcly free
of rulfates.
So11 lPype No. 3 claaeified ae a allty
and claycy sand (su,/6c) of very flne graln rize. This solr type
is plaatlc, of row permeability, and of medium to high denalty.
Thls naterlal wac encountered at varioue locations acroas the
ctter E8 rhoryn on the drilling Laqa, but generalry at depthe tn
excasa of 15 to 2o fcct. At thic depthr wG trould not antlcL-
pato cnoountcrlng thls eoil durlng foundatLon constructLon.
il sotr TyPc No. 3 war found to have an alrowable bearlng capaelty
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qrqm"cryflaiFitlttirift+.rttrlirr!fll}ffirirt*{nirBF,F .: :
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on tho ordcr of 3500 paf maximum. rt te cllghtly expanrtvc and,
thereforc, uinimum pressures of 500 pef ehould be naintalned.
I : Thcee granular materiala waro noted to contrin a smarr amount
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of sulfatee.
No free watcr was eneountared in
any of tho tegt boringa to the dopthr drirled on thls glte,
The aurfacc roirs ecre noted to bc falrry nolet. This has prob-
ably rGsultcd frm curface irrigatlon asEociated with the exist-
lng orchardc in the arca. Truc froc water ahourd be falrry deep
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in thia p"ri|" of Rifle and should notjfect eonstruction.
Hot^,ever, aurface drainage should be carefully controlLed to
prevent further saturation of thc foundation clays. ltore com-
plete surfaee dralnage recommondatlone wtll be glven ln the next
section of thls report.
CONELTJS IONS & RECOII{MENDATIO}TS :
': Slncs thc exaet tYPe and loadr of
thc propored roeldenttal unlta aro not knoryn to tho Laboratory
at thls tturc, the following recomm€ndatlone must be sqrewhat
general ln nature. Any speclal loads or qnuoual deslgn condl-
tlona thould be reported to the Laboratory so that changes ln
the recommendatlons contal"ned hereln may be made, lf necea8ary.
Hosrevcr, baaed upon our analyele of the aotl conditlons and
proJect characterlstr.cs previourly outllned, the followtng r€coE-
mendatlona are mada.
Based upon thc reaults of our explora-
;,ltqtt{;f?iF!t4!Elit+rlt|ti lf ,t t. {n${if ,r{{{}rFri s{v{6{ilF' {'l|fr
tlon program, lt would appear that the claye of So11 TyPe No. 1
and the rllty aando of Soit Type No. 2 would be the only materialr
eneountered durlng cxeavatlon for foundatlon placement. Whcn
oundations rert on the ellty randc of Sotl lfYpe No. 2, they can
be dealgncd for the non-expanslve nature of those granuLar ma-
terlall. For those areaa, epread footl,ngr of varlous wtdths, wtth
a relnforccd concrete grade bean stem wall wlll be the most
practlcal foundatlon type.
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o rt would a OT,however, that aeroes
the maJority of the euhdlvlsion, the stlty elays of Soll Ty?e
No. I wIIl be the predominant foundatlon soil. It must be
remembered that these clays were encountered Ln basically two
different density eonditions. The actual eonfiguration of the
foundatlon will vary eqTlewhat, depending upon the precioe moietare/
density etate of this soil. Several different foundation con-
figuratlonr are possible for thc claya, includtng:
(I) a rpread footing foundatlon eyatam of varioue widtha,
agaln uced ln conJunctlon with a reLnforccd conerete grade beam
stem walI. Thig ls esaentially the samc foundatj.on conflguratlon
. montloned above for the granular aolls and would probably be
auitable for moderate to heavy gtructures reatlng on very lour
density elays.
(2) the no footlng design wlth the gtom wall resting di-
reetly on the ground surface. Thla foundation eonflguratlon
would probably be noat eultable for very ltght bulldlngt whlch
'rr?*tr',!*rtr'{.'ri*tltU*"fBLii'tilf{trly-}icfl balanced ln thcmteLvcs. Thie foundation
eonflguratton could probably be ueed on Sotl Type No. 1, ln both
denalty ttatea degertbed earLicr. Hott,Gvcr, if the no footing
dealgn ia ugcd on the Iory denalty elayc, partlcular caro mugt bc
taken that the soils are not overloaded.
(3) the engtncered no footlng deatgn with the stem wall
rectlng dlrcetly on the ground curface and the Judlcious ugc of
volds to balance the etrueture and lncreaae aontact Btretsecg.
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Thia foundaQr eonf lguration courd prof ry o. suitabre for
vcry ltght buildingr reating on tho high donsity,/lour moiature
clayo of Soil typc No. l.
At thc prercnt tiure, it is difficult
to cstablfuh thc uraxlmum and ml,nlmuu allonablc derJ.gn parametcra
for oach rcrldentLar lot acrocg tho rubdlvtelon. As noted
earller, tho aolls were eomewhat varLrble ln terns of clasgtft-
eatton and conslctcney. The cngl,neerlng propertiea glven in thls
rcport tr.rs bascd uPon thosc rotl naterLal. encountered durlng
our exploration progran. whlrc tt ir unllkcry that draetlcarly
difforent soil typcr witl be rncountrrcd during excavation for
foundatlon placement, the posslblllty cxLrtr that internedlate
varlattonr bctween thc eoir typea outllncd here can be cncoun-
tered. rt ir, thcrefore, recommanded that the open foundatton
cxcavetion be lnrpected prior to thG placlng of forms to establlch
the approprlato dcrign parameterl for each lndividual buildtng
Iot. At the ttmc of lnspcctlon, the naxlmum and minimum bearing
!!.{.'ng.q.$- icfrrr\{}lrrtlr!i*,l.ffilrrt.tr!!F
valucg can be crtabliched and reeoomcndationc nade as to thc
cultablc foundattqn type for that partlcular lot. AIoo, thc
lncpectLon w111 lnrure that no dcbrlr, soft spotl, oE areas of
unurually low denelty are locatsd wlthln the foundatlon reglon.
Any changcr 1n thc recquuendatlone lncludcd ln thls report can
eartly be nade at the tlme of thls lnapcetl,on.
Although precitc deaign parameter
for each lot aro not knorn, savrral ovcrall eubdiviaion avcrager
c.n Perhapa be uaed to ald ln prcllmlnary desLgn of foundattons.
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rf 8o dcar"tfitlor to courpretlng tr,r "ivation, foundatione
can be dcclgncd on the basia of a maximum arlorr,abre bearlng
capaclty of r80o paf wtth no mr-nimum deslgn preasure belng f8_qulred' Thlr dertgn value wourd eaaanttalr.y flt thc lorr denrlty,
hlgh motaturc eondttlcrn of soir Tlzpe No. l uhlch wourd be antrer_
pated to bc encountcred across the maJorlty of the subdivigl0n.
A cecond foundatl0n deatgn courd be arrlvod at basecr upon a
maximum arrorrabre boarr.ng capactty of 4500 pBf r wlth a mtnlmum
deelgn pro.aure of ZOO paf being rcgulred. Thlo destgn would
essenttally ftt the hlgh denslty, l0rrr mofuture crays of sott
?ypc NO. r, clmllar to thoee encountered ln thc regl0n of Teet
Boring No' 1' rt ir qulte posatbrc that the actuar design forthe foundatLons rcating on the loh,er denrity materials could be
uged on the drler solrc areo, lf the mlnlmum deslgn preaaure
regulrcmente are net. rn addltl0n, etther of the declgna ,na,,_
tloned abovc can probably be uaed on the nore granular materlala
orf,6,e}r*.*3a,,*g*h. -ac -goil*"qypo No. Z and No.3.
Eyttem ured on the eitc,
Regardlear of the type of foundatl.on
it 1a reemcnded that aII stem walla
of the buirdlngr be deatgned ag grade beanr capabl.e of spannlng
,at leas t 12 feet.Thia relnforclng wlrr help make the structure
aomewhat more rlgtd and wtrr tend to apread the l0ade more evenry
around the bulldtng. llorizontar reinforcGmont ahourd be placed
contlnuoualy around the atructure wtth no gaps or breaks ln theretnforclnq cteel unlese they are apeclalty dcrigned. Beama
should be retnforced at both top and bottom, with the maJorlty
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of the relnfoleement bolng placed near tln bottorn of the beam.ot
When stem walla wlll retaln solL ln exceaa of 5 feet ln helght,
vertlcal relnforctng may be nececrary and ghould be dealgned.
To deslgn rueh vertLeal relnforetng, an equlvalent fluid pres-
sure of thq colls ln thc active Etate could be taken as approxl-
matcly 42 pcf.
wherc dcep baecmentg wilI eontaln
the "oecapo" type windotrs now roqulred by uany building eodca,
addlttonal rclnfore€ment should be dcaLgned.
Agaln, regardlere of the prectae
foundation confLguratton used, lt le recorrmcnded that the foun-
dations be well balanced ln ordcr to loryer tre posetbllity of
dtfferential movement, and to attempt to make the buildlngs
move more or less aB a alngle unlt. The foundation eyatem for
the realdenca should be proportLoncd so that the presaure on
the soll le approxJ.mately the rame throughout the buitdlng.
l-#,::::*::'j::,,T.:,.'hedbyerac111"""::.footlngebeneathvery
llght walk and rytder footinge beneath morc heavily lordcd walll,
The Judieloue use of voids beneath the buil.ding walls wlll help
balance the etructure a6 well aa to deveLop the mlnimum dead
Ioad preasurcr rcqulrcd for the cxpanolvc c1aye. We would recom-
mcnd balanclng on the eriterion of dead load plue approxLmately
one-half the live load. I)sing thlg crtterlon, the foundations
should be proportloned such that the prsarures beneath the bear-
lng wal-Ie are wLthLn about {-3OO paf at all polntc throu3hout the
Btructurcr. Irolated interlor cofunn pada ehould be derlgned
for prerturor of rpproxiuatcly 150 prf uorc than thc avoragc
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selected for tho c bearlng waIIs.o
DuG to the lensatlc and somewhat
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erratLq solI formatl.ons found acroas the rubdlvieion, surfaee
drainage wlll be of great importance for both the eand and
the clay soile. The cxteting dl1[naEe ln the area mugt either
be matntaLned or improved. Water ahould bo drained away frqn
the atructureg as rapidly as postible and ahould not be atlowed
to ttand or pond in the area of the bulldlnga. AII backfill
around the structurea lhould be eompactad to at Least 90% of
ltg maxlmum Proetor dry denaity, AgTll D-698, and should conglat
Of the on-rltc aurface elaya, if at all poslible. Roof dralna
muat be carried acroes alI backfitlcd arGal and dleeharged
well away fron the otructures.
The overall dralnage plan ahould be
such that surface runoff frqrr the area of onc buildlng ls not
directed lnto the backftll portlon of an adJacent gtrueture.
The ground gurfaec around the bulldinga should be graded luch
tha the rurfaee wtter witl bc earried guickly away from all
Etruetures. The minimum gradtent wlthin 10 feet of the buildtng
wttl dapend togotr,hat upon the aurfaec landseaplng. Barc or
pavcd rr.at lhould have a mLnlmum gradiont of 2%t while land-
scaped ar€at ahould maintain a minlmum gradient of W".
Wherc bulldlng floor elabe are.to be
uacd, they may bc placed direetly on Erade or over a eomPacted
gravel blankct of 4 to 6 inchcs ln thie]<nece. Hotrever, if the
gravel bod ie ehocen, it must be provided with a free drainaqe
outlet tO the surface and must not be allowed to act as a t*er
-13-
trap beneath ,the floor slab. A vapor balrler le reconrmended
u.rr."tt, "n, tloor srab on qrade ,r,i.t wr? rie below the finlshed
exterior ground gurfaee.
AII floor slabs on grade should be
conatructed ao aa to act independently of aLl tnterior columns
and bearLng wallr. In additlon, eoncrete floor slabs on grade
should be placed tn secttone no greater than 3O feet on a side.
Deep construetton or contractlon Jolnts could be placed at
these lines to facllltate even breakage. Thle wiLI help mini-
mize any unaiqhtLy erackinq which could reeult from differentlal
aettlement and/or expanslon.
The Eurface solls were noted to con-
tain gulfatec in detrlmental quantlties. Therefore, a T.ype II
Cement le rceommended for use ln all eoncrete whlch will be in
contact with these eoile. under no circumgtances should calcium
ehloride cver be added to a fype fI Cement. fn the event that
a Type II Cement ig diffieut.t to obtain, a Type I Cement may be
"rrtlw'!r?'ws'fii$itl'tfi'tcd"'but'only tf it Ia prcitected'"ffolii the soil by"an
impermeablc membrane.
A eample of thc 8urfaee materials
was obtalned and a Hveem-carmany test cmrploteci to determlne
the materlalra charactertstlcs as a pavement subgrade. The
R-value of the material was liound to be 16, with an average
expanslon;rrccaure at 300 pst of 4 and an average displacement
of 0.434 tncheg. The material may have a tendency to be un-
stable unleal eonfLned.
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O rt is believedO"* all rertinent
points concerning the subsurface soils on this site have been
covered ln thle report. If soil type: and conditions other than
those outlLned herein are noted during construction on the site,
these ehould be reported to the Laboratory so that changes in
recommendatlons can be made, if these are necessary. If questione
ariae or further information is required, please feel free to
contact the Laboratory.
{Wtlfit$!'{r{dfr.!,c,.l{,rI|l$il't,d!i,it".6&,{.
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SCit€:./o= EOOO'
---5)*
6€/Y€.e42 r€7/O/y o/4C,?4/t/?/rA/4/V /Y€,/€.qfg.?/FLE
€/IOCA4
COZO G LAEORATORY
WYOI{NG Rock Sprrngc
T H E LI N oc N DL c VOR E T sE T N,-OLORADO'Colorocto Springe.6lmoodfueblo,
Grrnt.onMo.ltrofer
oo
._ f l?Pr"OX. p/"Op- tlilE
rr*a
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7/y#J.f
i,r)
.'sl
Llcr i!i
rfl#4
c
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7t#/
a') ,
nt#e
g6AtE : /'=?0o'
vi
0,
7€r7 UORTVG Z OCe 7/Ary e/A OR4/J,lteC/eil flE/O.lrg LABORATORY
UYOII{G RocI Sprngs
TH E LINCOLN-OoVORE TEST|iIG
COLORADO, Cotwodo Spr ings, ftroDlo, Glqrrrcod
Itlolrlroto, Gurrriron,?/FlE co/.o .
,,/
4/
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a/
O ooo
xxxxxx
I r-
m777,
r7/t7-n
++
++t++
,//.f,/
-/,-z--t-
,M
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lD bit8.*tl
TESTING
LAAORATORY
COLORADO, Colorodo Springs, Puebto,
Glenwood Springs, Monlrosc, Gmnison,
Grond Junclion.- WYO.- Rock Sprinos
SOILS o ROCK
5!u89L
DESCRIPTIONS'
USCS AESCRPNON
Topsoil
Mon-mode Fill
GW Well-groded Grovel
GP Poorly-groded Grovel
GM Silty Grovel
GC Cloyey Grovel
SW Well-groded Sond
SP Poorly-groded Son'J
SM Silty Sond
SC Cloyey Sond
ML Low-plosticity Sill
CL Low-plosticily Cloy
0L t-ow-plosticily Orgonic
Sill ond Cloy
MH High-ploslicity Sill
CH High-plosticrty Cloy
OH l-igh- plosticity
Orgonrc Cloy
Peot
DESCRIPTIONS'
PTSLL/I:U-:A
CONGLOMERATE
SANDSTONE
SIL TSTONE
SHALE
CLAYSTONE
COAL
LIMESTONE
DOLOMITE
MARLS IONE
GYPSUM
Olher Sedimentory Rocks
lcllEous lltlllg
GRANITIC ROCKS
DIOHITIC ROCKS
GABBRO
RHYOLITE
ANDESITE
BASALT
TUFF & ASH FLOWS
BHTCCIA B
Olher lgneous Rocks
Mf IAMOfrffilC ROCKS
GNEISS
SCHIST
PHYL LITE
SLATE
METAQUARTZITE
MARBLE
HORNFELS
SERPENTINE
Olher Melomorphic Rocks
A NOTES'
OESCRPTION
9/te Slondord penelrolion drive
Numbers indicote g blows to drive
the spoon 12" inlo ground.
ST z- t/2" Shelby thin woll somple
F
[Us Noturol Moisture Contenl
UJ1 Weolhered Moleriol
Free woter loble
YoNoturol dry density
T.B. - Disturbed Bulk Somplo
@ Soit type reloted lo somplos
in report
l5' [Jx Top of formotion
rm,
6Test Boring Locolion
EEI Tesl Pil Locolion
'-*-{ Seismic or Resistivity Stotion
Lineotion indicoles opprox.
lengf h a orienlotion of spreod
(S = Seismic , R= Resistivily )
Stondord Penelrotion Drives ore mode
by driving o stondord l.e 'splil spoon
sompler into lhe ground by dropping o
"..,",,ltQ lb. weishl 3o'. ASTM test
des. D- rsae.
P1
GW/GM Well- groded Grovel,
Srlty
lt-
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fgorly - groded Grovet,
Silty
Poorly- groded Grovel,
Cloyey
Silty G rovel,
C loyey
Cloyey Grovel,
Sr lty
Well- groded Sond,
Silty
Well- groded Sond,
Cloyey
Poorly- groded Sond,
Stlt y
Poorly - groded Sond,
Clo ye y
Silty Sond, Cloyey
Cloyey Sond, Silty
Silty Cloy
Somples moy be bulk , stondord spht
spoon ( both dislurbed ) or z-t/2" l.D.
thin woll (rrundislurbedtt) Shelby tube
somples. See log f or lype.
GPIGM
GPlGC
GM/GC
GC/GM
S]W/SM
SW/SC
SP/SIU
SP/SC
SM/SC
SC/SM
CLlML
The boring logs show subsurfoce conditions
ot lhe dotes ond locotions shown ,ond it rs
not worronled thot lhey ore representolive
of subsurfoce conditions ot olher locolions
ond times.
EXPLANATION OF BOREHOLE LOGS
AND LOCATION DIAGRAMS
Torr Holc No.
Top Elcvolion
I o e 5 o4 5
Unt cc/mt Clt/tYtl
t@ s//z V/z
z 'r,E EiD.BI ,t5.1
s.r .gffq f'o't@ss7/e/
.97 sr lr0lgl
-sT-Ftn65
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COLORADO SPRINGS-PUEBLO COLORADO
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SOIL ANALYSIS
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LI}ICOi.TJ. I]:VCRE TESTING IABORATORY
CCL(,iiADt) SPRINGS, COLORADO