HomeMy WebLinkAbout1.0 ApplicationScrrnNx & I{pnsr
ATTORNEYS AT LAW
SUITE IOO, VILLAGE PLAZA
GLENW,OOD SI'RINGS. CoL()RADO A16()1
(€o3l 945-2447
JOHN R. SCHENK
DAN KERST
WILLIAM J. DEWINTER III
RIFLE OFFICE:
SUITE 21O, REMINGTON SOUARE
I25 WEST 4TH ST.
RIFLE. COLORADO A1650
(303) 625-3010
July L4, L9B2
The Board of County Commissionersof Garfield CountyP.O. Box 640
Glenwood Springs, CO 81601
Re: Iron Mountain Investment, Ltd.
Sketch plan submittal
Gentlemen:
On behalf of Iron Mountain Investments, Ltd., I herebyrequest the Boardrs favorable review of the sketch plansubmitted herewith, which sketch plan sets forth the proposeddivision of the existing four-prex located at 4go2 countyRoad 154 south of Glenwood Springs into four (4) condominiumunits. For your information in the review of this applicationyou are advised as follows:
1. By my signature below set forth I certify that theproperty included in the sketch plan is owned, in fee simple,by fron Mountain Investments, Ltd. , a Colorado limitedpartnership and that the Bank of Grenwood, Glenwood springs,Colorado, currently holds a mortgragee's interest in thesubject property.
2. The total development area is . B0 acres as depictedon the sketch map submitted herewith.
3. It is proposed that the four-unit apartment buildingcurrently located on the subject property be divided intofour (4) condominium units.
4. The domestic water needs of the four units would beestimated to be not more than 1400 gallons per day whichneed is more than adequately supplied by the exempt domesticwell described on the statement of Beneficial Use and thepump installation report submitted herewith.
5. The four units are served by a septic system engineerdby a registered professj-ona1 engineer and property permit.ted
and inspected by the Garfield county sanitarian, ar1 as morefu1ly set forth in the letter and permit submitted herewith.
Page
July
Board
2
14,
of L982
County Commissioners
6 - The four residential units are currently constructedand occupied and all streets, parking areas, water distributionsystem, septic system, utilities and related facilities arefu11y constructed and operational.
7 - The subject property adjoins and has direct accessfrom Garfield County Road I54.
The addition to the above-mentioned items, the applicantalso submj-ts the following:
1. Five (5) copies of fron lt{ountain Condominium sketchplan.
2. T\rso (2) copies of soil_s report prepared by Chen &Associates, Inc.
3. My check in the sum of $54.00 in payment of thesketch plan fee.
rn light of the subject four-p1ex being in existenceand already occupied on an apartment/rentar basis, r wouldurge the Board to consider exempting the proposed condominiumizationof the units as provided in seclion 3.02.01 of trre countyrssubdivision resolution from further regulation as a subdivision.r believe this situation fu11y meets the criteria set forthin said section 3.02.01 and serves the purpose for which theabbreviated "exemption" process was intended.
r would request your favorabre consideration of thisproposal.
Ver
Dx/u
enc1s.
cc-- Iron Mountain
:K
'14"/[i=
Investments, Ltd.
2011 BLAKE AVENUE
GARFI ELD COUNTY
ENVI RONMENTAL HEALTH DEPARTMENT
GLENWOOD SPRINGS. COLORADO 8I60I
July 13, lgBZ PHONa 9.t5 2339
!,. Duane Van l,,lhyP.0. Draner 4Zg
Gl enrvood Spri ngs, C0 81602
T0 I,lHOl'i iT LiAy C0trJCE,Rt{:
3i j5l; ll,:^1313:_: : jte vis it- rtas made to the fourpl ex
+:^o:?:.::,::I-1:.9 114_ l.q. cr un*oo;"ip;;,;;, ;;i;lj;;
Il.^,:::l:_::::.:-t::i:t I ;;. a; ;;;;";,;l;j ;;';.1""X[ill;."0
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- ;, ; ; ; ;. ;;' ;,:; ;;.i;', :X; I i ;:l
3:: l:i?::':f 1^'::::01:.: ',;;t il;;;.i;";;;;tr'l![,ijii",,
?;5,3?ll:{ t:,:l: ::l: :l-.o,ii.,.;iq; i;.;;;.iJ t;:;i;
] :11Y:o::1, !:":ng. oi s posa1
-F;;;
i- #i'il'.No evidence ofsepti c system fa i I ure was obierved.
TL H/ eh
a_'JI ^tl
{Jr-.r--.rt\
rd
ty Sani tari anGa rf i el ci Coun
GABFIELD COUNTY DEPARTT\IENT OF ENVIBOT!T0ENTAL HEALTH
2014 Blake Ayenue
- Glenrvood Springs, Colorado 81601
: ::: - Phone (303) 945.7255
INDIVIDUAL SEVUAGE DISPOSAL PERMIT --;;
i,::
Orvner
System Local ron
Licensed Coniraclo.
' Condrt ronal Construct
Sepltc I anK
ion approval is herebl,oranted for
A.bsorption area (or dispe
or
---Aerated
lreatmenl
rrsal area) computed as lollorvs:
Perc rate oi one inch in-- minutes reouires a minimum of
-sq
oallon
fr.oi absorprion aree per
I lotal of
-sq.
bedroom
ar ee
l,4ay rve sugoest
Dare
FINAL APPROVAL OF SYSTEM:
Irlo sysrem shall be cieemed ro be in compliance
ino any part.
I nspector
Seorrc Tank access f or inspection and cleanino r"vithrn
su rface.
Froper marerials and assembly.
Trade name o{ sep_tic rank or aeralr
the Se'"vaoe Disposal Lan,s assembiei s),siem eO ;-1'rOI
oi gr ound suriace o, ijei'aleC access por a nl)\,1 c' cr u no
D l reat meni
area-Adequate absorplion (or dispersai)
Adequate compliance with permir
Adequate compliance with County
Orher
r equt remenls.
and Siate regulat ions/requiremenls
Dare I nspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
.CONDITIONS:
l- All insrallation musr comply with all requirements o{ rhe County lndividual Sewage Disposal Regulations, adopred pursuanl lothoriry granred in 66-44-4, CRS 1963, amended 66 3-14, CRS 1963.
2. This permil is valid only for conneclion 10 slruclures which have fully complied with County zoning and buildino recluireme
Conneclion 1o or use wirh any dwelling or slruclures no1 approved by rhe Building and Zonino of {ice shall automalically be a r,ition of a requirement oi the permit and cause ior both le.oal acrion and revocarion o.[ rhe permit.
3. Section lll,3-24 requires any person w'ho constructs, alters, or insialls an individual ser,r,a-oe disposal s!s1€rrr in a manner r..,hich
volves a knorving and material varialion from the lerms or speci{ications contained in:he application o{ permir commirs a Cl
Perty Ofiense (S500.00 line - 6 monrhs in jail or borh).
Building Off icial - Permir Whire Copy Applicanr - Green Copy Dept
}Ar{.t:-utPi'. ) -' "'*"
Copy
t-l U oL'nL itJnlrfr.r rU'ol-rju.-ri-
., 1,'a
-.--' z ," -'' -- -'- a-
tl8J-25-75
TYPE OR
PR INT IN BLACX INK
COPY OF ACCEFTEO_
5TATEI,{ENT MAILED
ON RE OUE5T.
COLO,.ADO
818
STATE OF COLORADO
COUNTY OF GARFIELD
X STATEMENT OF BENEFICIAL U5E OF GROUND WATER
AMENDMENT OF EXISTING RECORD
LATE REGISTRATION
ER
erm
((
\TI
Shr
03
I
MA
it3
802(
w
3t
DIVISION OF
Centenniol Bldg., I
Denrer, Colorodo
Rr:OURCES
on Sl.
,RfcilvED
I$AY 2 6 1981
li, IER RrsouncEstfAIt tNClilrtp
, 0oL{)
AF FI DAVI T
P ERMIT NUMB E R
Partner
THE AF FIANT(S)
who se moil ing
oddres. ,s, SuiEe C-lA, Village plaza
Crly Glenwood Springs, CO 81601
Wendall Duane Van Why, general
Van Rand Partnership
LOCATION OF WELL
Garfie 1d
f. ol rhe NI.I %, Sccr,o^ 1
^+, , R^e 89 - .*-=, 6th p,n
the well described hereon, the well r s
Count,
T*p 7
being duly sworn upon ooth, deposes ond soys thot he kbo*d is krci the owner{q$ oI
locoted os described obove, ot distonces of 350 {eet from rhe North section line ond 2,050 feer {rom rhe.*oi-sm
west seclion line; woler from lhis well wos {irst opplied ro o bene{iciol use for rhe purpose( s) described herern on rhe lsrIt^!t Or st!tl
doy of .Novgurber ,, l918a , the moximum susroined pumping rote of the well*replacement well: April 2g, 19BO r- 'l is 30 gollons per minute, the pumprng
55 {eet; lhe overoge onnuol omount
rote cloimed hereby ir - 30 gollons per minure; the rorol depth o{ the
o{ woter to be diverted is 1". 5 ocre-feet; {or which cloim is hereby mode {or domestic
purpose(s); the legol descriptron o{ the lond on which the woter from thrs *ell is used rs
o{ whi ch
' 86 ot'es ore irrigoted ond which is illusiroted on the mop.on the reverse side of this form; thot this well wos complered in
:.?rpli:n.",,with,the permit opproved therefor; this stotemenr oi beneficiol use of qrornd woter is fi led in comolionce with lo*. h.
FOR OFFICE U5E ONLY
wc,, Urcrc/r--
Dist.
--
Bosin
-
Mon. er:
(their) knowledge.
VAN RAND PANTNTTN
Signoture( s) BY:
.t , iiendellDu
)uD scr rOeO ond sworn
to be{ore me on lhis . , dov o{ ,'i\ t
My Commission expires:
tSt^LJ
(coMPl.erlr Rev SIDE OF THIS FORM)
e 'Van l*ry, Eneia partne
, \f, ,'",
2", . i \--
NOT^AY PU!LIC
ACCEPTED FOR FILING BY THE
PURSUANT TO THE FOLLOWING
STATE ENGINEER OF COLORADO
CONDITIONS:
N
:-UA
JU 1 B 1981
AffiffiffiPTffiffi
Gttr,/*
lt Aq$;$nL---
lztp)
C rv.
Wcll drilled by Collins Dri1l1ng. Inc .
P erm onenl
Pump insrolled by Sauruelson pump Company
Meter
Owner
woier
Seriol No.
No 634
No. 1050
l-l Flo* Mere,'Dote lnstolled APril 28, 1980
L ic.
L ic.
o[ lond on which
is being used Va Rand Partner
TH E LOCATION
AREA ON WHICH
RTH
OF THE WELL MUST BE SHOWN AND FOR LARGE CAPACITY IRRIGATION WELLS THETHE wATER ls usED MUsT BE sHADED on cnosinaicilo oN THE DTAGRAM BELow.
Thisrdiogrom^.represe.nts. nine (9) sectrons. Use rhe CENTER SeUARE(one secrronJ to rndicote the locotion oi the well, if possible.
NO
/
WATER EQUIVALENTS TABLE (Rounded Figures)
An ocre-foot covers I ocre of lond I foot deep.I cubic foot per second (cfs). . .449 gollons per minute (Sp.).I ocre-foot. . .43,560 cubic feet. . .3A5,900 gollons.
1,000 gpm pumped continuously for one doy produce s 4.42 ocre.feet
100 gpm pumped continuously for one yeor produces 'l60 ocre-{eet.
(WHITE AND PINK COPY TO BE FILED WITH THE STATE ENGINEERPINK COPY WILL BE.RETURNED TO OWNlNJ -
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+
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TWO INCHES E-+
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+
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PUMP INSTALLATION REPC"T
Pump Make
\-, nJIA\-f\JtC-
lype Su6rt JXl.5 i r, lf
Powered by ..-..-C \ I t-.tL,
tyrn, Serial No.:o P4 ::Oa 5
Remarks
(Metered)3o
Level 41'
Remarks
,t.,
Motor serial No. --'/
Date rnstalr "o 4i =r/xc
Pump lntake Depth (,7 '
WELL TEST DATA WITH PEBMANENT PUMP
DateTested 4/--v/*c
Static Water Level Prior to Test 46'
Length of Test ?-
rF
o-
UJo
J
F
CONE OF
DEPRESSION
Hours
GPMSustained yield
Pumping Water
CONTBACTORS STATEMENT
The undersigned, being duly sworn upon oath, deposes and says that
pump installation described hereon; that he has read the statement
he is the contractor of the well or
made hereon; knows the contentthereof, and that the sa.€il true;f-frp own,tnowledge.
Signature :4J License Y1o. /Oi O
SS
ro 81, t9 _ |
State of Colorado, County of Garfield
Subscribed and sworn to before me this 2E!h day of Aoril
l\4y Commission expires; March 20 19 ss
Notary Ptiblic
t!,
X
E
;F
:E
o-
UJo
FoRtll To BE MADE oUT lN oUADRUPLICATE: WHITE FoBM must be an original copy on b.rh r"d.r.^d
WATER
\
uaie
\
cnen and
CONSULTI
9C S. ZUNI ..
associates, rllc.
NG ENGINEERS
DENVER, COLORAOO 10223solt r roullDATloll
txGlllrtlllrG
,Jd
t
SOIL AI{I) FOIINDATIOII NMES'IIGA'IION
PIIOPOSI;D FOUR_Pi,F:X
101' 33, VAN I{AND DEVnLOH\EI{1'
GARr.'rnul coLrNlY, col0ri,A[)
Prepare<i for:
IlR. IUAIJE VAT,] WHY
VILLAGE PI,AZA BUIT,DIM]
GLEX![^I(DD SPltIucS, COIORAD 81501
303/7u-7105
No. 18,998 Auqust 9 | L979
COI\ICLUSIONS
The proposed four-plex should be founclerl with
spread footings placeri on the upper naturalsoils designer! for a maximtun soil pressure of2,500 psf with design details and precautionr;qiven as discusseri.
SCOPE
This report presents the results of a soil ancj fourxl;:tion
i.nvestigation for a four-plex to be constructed on County R6,xl l-5.1r
Lot 33 of the Van Rand Deveroprnent, G,arfielcl County, coLor.r(lo. The
report presents the reconrnen<ierl type foundation, alloraaltle soil lxrarinq
pressures, subsoil arrl water table conclitions, anci other s<;il-relaterl
design arxl construction <ibtails.
SITE CONDITIOI'JS
At the tirre of our invest.iqation, the site was vacant. It is
covered with grass, weeds, everqreens arrl sagebrush. Tlrr: sit_c sJ_o;ts
gently to the south with a naximum eLevation differerrce across the
site on the order of 5 to 8 feet. The Rio Grande vJestern Railroacl,
a
Aspen Branch, has a spur located approxinr,atery 100 feet north of the
north property line of this cleveropnent. county ttr:xi I54, t-ho orrl
Highway 82, is bordering the property to the south. t,he Roaring tork
River is locatecl aRRrox\rnatery 300 feet south of t-he c-orrnt-y Road.
PTTOPOSED CCNSTRIrcTIOI
lle understand that it is prroposeci to eonstruct
building. The buirdirq wirr be a two-story!structure
a four-frlax
apl",roximaIeIy
a-
25'x1l5f in plan dimension. The lower structure will l^e of rpncrete
block construction. Ttre second story structure will consist c-rf tuo
existing residences noved onto the site from south G.Lenwcrxl anri plac--e<i
on top of the lcryer concret-e block construction. Maximrrn curts r,rill he
on the order of B feet.
SLIBSOIL CONDITIOIiS
Subsoil con<litions at the site v'ere investiqaterl br7 excavation
of t'vo test pits:hc,.,on Fig. l. Generally, the subsoils are fairry
uniform and crcnsist. of a thirl nantle of topsoil werlyinq silty qrav.:Is
with sone cobbles ard boulders to the depth investioated, I0.5 feet.
Resurts of swell-consolidation tests as r^rerl as gra<lation anal.yses
perforrned on the silty gravels are presented on pigs. 3 anrj 4.
Itrc free water was encountered in the testlpits at the tinre of cr-:r
investigation.
FOI.]NDATICD{ RECC}4MMJDATIOI,JS
Considerinq the propose<] construction anci subsoils encor:nterexl in
, our test pits, we recormend that the four-plex l-re founrltrl on spre.rd
footings praceri on the upFrer natural soiLsi Tl.re followinrl ck:siqn arrl
construction details shoulri be observe<t:
(1) spread footinqs praced on the upr*r silty qravels Lxlr.ow an,r
topsoil should be desiqned for a maximun soir. bnarirrl pressure
of 21500 psf . .unrler this 6-rressure, we estimate t<-rt-a.l sr-:tt lement
to be within tolerabre rimits for sudr construction.
-3-
y
continuous foundat.ion warls should be werl reinforcecl tr:p arrl
bottc;n to span an unsupported lenqth of at reast- l0 feet. Deep
foundation walLs shourcl be desiqned as retaining struct.r,rres to
resist later:al earth pressutres hrase<j crn an ex;uivalent l_lrrid
weight of 40 pcf.
;rt is possible that bourcters will be encounteretl durinq fcnting
excavation. care should be taken in removing these tnultlers so
as not to rjisturb the renaining soirs. Any soft jrkets or:
Loose soils encountered at footinq qracle shoul6 be rermovexj anrl
footings extended ciorun to the cleeper firm soils.
we strongly reconnrerd that a quarified soil enqlneer fami,liar
with the soil crcnditions inspect Lhe crtnpleted excavation prior
to forming of footings.
ALl exterior footings shoulri be provicred with acie<1uar-e sotl
crcver abore their bearirr; elevation for frost protection.
FIMR .SIABS
The uJper natural soils, exclusive of an.rz topsoil, are suitable
to support lightly loaded floor slabs. sLabs shoulrl be seprrater: frcm
all bearing members with a positive exp:ansion joint arxl aixlu.rt-r.l!
reinforcecl. A 4-inclr layer of free drainirg qravel .shrplri h: J:roviclerl
beneath the floor slabs to clistr:ibute froor loacrinq. rl,his qravel
should contain not nnre than 10t -200 sieve size fines.
(2)
(3)
(4)
(s)
-4-
PERCOTATIOI{ TESTS
We performed percolation tests in the area of the proprcsed leach
field west of the building. Three 5:ercolation test pits wer-e excavattxj
in the designated area prior to our arrival. Loc.atior.ls ar.-r,, shr:vrn on
Fig. r and graphic logs are shcrwn on Fig. 2. T'hese soirs in qeneral
are similar to those encountered in cur test pit excavation.
rhe percolation tests were performed in accorclance wit-h the
standard procedures of the Department of HeaI.Ur, ltucation .rnr]
welfare. The tests were perfornred in a hore clug in the l.nttsn of a
3-foot deep test pit. Resul-ts of these tests inclicertu. a lxlrr:ol.atiorr
rate of 35 min./incbr for an average.
we sugqest the leachinq fierd be rresigncxi fr:r a rcrtc of 40
min.r/inch
,,
SURFACE DRAII{AGE
The followinq drainaqe precautions should }r: observecl 4rrrinq
construction ard maintaii.re<r at arl times after the brril.c.rinq has been
mnpletedr
,
(i) Excessive wetting or clrying of the foundation excavation shc.rul,.l
be avoided clurirg construction.
(2) Backfill around the burilding shoulcl he rroistenert anl <x;rn;:ncter.l
to at least 909 stanclarcj proctor density.
(3) The grouncl surface surrounding the exterior of t-he l-uirrrinq
shourd be sroped to drain away frcm the buijcrirr; in .rll
\
directions. A minimu,n slop:e of 6 inches in the tirst- r0 fc,t:t i.s
rec.onmended.
-5-
)
(4) Rmf doemspouts and drains shour<! discharge well beyonci the
limits of all backfill.
I\IISCEIJ,ANEOUS
, This report has been preparecl in accor:crance with qeneralry
accepted soil and foundation encrineering practiobs in this area for
the use of the crient for design purposes. The concru.sions ancl
reconrnendations suhrnitted in thi.s report ai-e base<l urrcn the rlar:a
obtained from the test pits drillerl at the locations inrlicater] on t-he
test pit plan. The nature arrl extent of variations between the
test pits may not becorne evident untll excavation is p:rfornred . rf,
during construction, soil arrl qrourrr water conditions appbar to be
different from those desc*ibe<l herein, this office shor:rrJ be .xlviseri
at once so that re-'evaluation of the recornnenrJations may t.. m.rcle. wa
reconmend on-site observation of excavations and foundat-ion bearincl
strata by a soil engineer.
CHEN AIID ASSOCIATES, INC.
u Reviewed Ur@@
HFrzbn
F
laJr!t!
I
z.
3
l-
lrlJ
UJ
100
t-tr,lrlI
I
()
F
UJ
lJ.,
Fi
Perc. Plt I
ELrl05 ' 4"
nerc. Plt 2
.r106' I 4t'
st I ff, sandy,
loose, dlA to
reddl sh brown,
Perc. Plt 3
EL!106, I 4t'
Test ^'t IEL-lr. 7,,
Test Plt 2
EL-107'5,,
l.tc-3. B
bo-too.5
I zoo=30
LL-z t
p r-rrp
il0
105
t00
200-40
LL-15
Pl-NP
95
teirN o:
Topsol l, *
G r'ave | ( GH- HL) ,
5illt,i"[i,l:
root s ,. i
Bag Sample.
NOTES:
(l) Test plts were excavated on July 25 , 1979
(Z) Elevatlons are approxlmate and refer to
(:) No free water u/as encountered ln the testplts at thc tlnre of our lnvestig.iir".--'
(4) lJC - Water Conten t (t) ; i
DD . Dry Dcns I ty (pcf) ;
:100. Perceng pasqlng'No. 200 SleveiLL.LlquldLlmlt @t ,lPl . plastlclty lnclex (t); '
NP. Nonplastlc,
Lon( 0F TEST PITS rt ^
,\
t
CHEN AN D ASSO
Nolurol'Dry Unil Wcryrrt = 100.6Noturol Moirlurc Conlent = 3. g
}f0
I
c
fr
E
o.
62L)
3
to
lslAPPLIEOPRESSURE
t
,
Swell - Consolidolion Tesl
Results Flg. 3
loo
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I.
I
i
CHrx AND AssoctATEs
onwlting Soil ond Foon&tlon Engir r
ft,a rra
Ir{ALY3t
aort ali a3t IIf .r'gora-rm.*$ui
t!aat
t
Ia
a
lo
loo r
a
!
tot
Faa0u(,t
ror
o
r!(
I
I
Ia
I,o
30 0,
olo
#l at
o/o
%
at6
ort olt o
CLIY l2Lrltrcl lO SlLf lto..rLrttrc,
GRAV€L 5Z %
Lreuro LrMrr 2l
3AMPLT o. Gravcl ,
5to
tcL t rt tlLL rtl I0rlIt 1t i
rrl ni
07 tl,l arl lta
sANo 18 To erLr ANo cLe.y
n '/o PLA. rlc r ry txoEx NP
s t I ty, sandy pioM Test pl t 5 - l0 feet.
,3ffiq1=;;.rc,o rlo ..o.fO - -j,1 .1 ct.t ^, 3ou^-adir",ror
\' t' tJ
o!
Ilait
tt,ut
l.
cL.Y rr(^rrKr ro r[iEFiliiiEi
o.Avf,L 34 % , ,sexo 26
Lteulo LlMty 15 lot
sA M f.LE or Gravc I , sandy ,
GRA OA T
'ON
Yo srLrflNo cLAy 4O
PLAsrrcr ry tNoEx Np
s I I ty ,"o*. TGgt pl t 12
colrL t t
F1q:"
"
TEST RESULTS
- l0 feet.
CHEN AND ASSOCIATES
TAELE ISUM MARY OF LABORATORY TEST
Job N0- 18,998
RESULTS
HOLE OEPTH
(F E EI)
fuATURAL
MOISTLi RE
l,"L) .
NATURAL ORY
OENSITY
t it'- i ;
Lr0ut0
L!ltT
P. /")
CONFINING
PRESSURE
PE RCENT
PASS I NG
N0. 200
SIEVE(PSF)
SOIL TYPE
Sgnd-j1_9vel ly
Gravel. si!f{._ql lt
! ! J!r_Sray9_!_U_r_ sand,
ATTERBERG LIMITS UNCONFIN ED
PRESSIVE
STRENGTH
(PSF)
TRIAXIAL SHEAR TESTS
LASTICII
rx0Ex
P/"1
DEVIATOR
STRESS
(P s F)
l-
TAt}LE
PERCOLAT I ON TEST Job No. I 8,998
il
RE SULTS
IIOL E
ll0.
HOLE
DEPTH(ln.)
6\,,
.(To middle
of hole)
tl
!t
il
55"
(To bottom
of ?ro le)
il
il
73"
(To bottomof hole)
. lt
tt
!1
LENGTH OF
IIIIERVAL
(m in. 1
il
il
tt
tt
ll
lr
ll
lt
lt
ll
D EPT
AT START
OF I NTERVAL
( I nches )
65
65 3/\
66 3/8
676l t /t+6t t/z
t/2
t/2
57
68
68
.69
69
6g
l/2,l/2
3/4
t/\
1/2
ER DEP
AT E}ID
OF I NTERVAL
( I nches )
65 3/\
66 Ya
67
67 t/\
67 t/2
58
68
68
6g
69
69
69
DROP I N
I,/ATE R LEVEL
( I nches )
3/\
5/8
5/Bt/\t/\
t/2
I
t/2
t/2
t/2
t/2
It/\t/\t/\t/\t/\
AVE RAG E
PERCOLAT 1 ON RATE(tlin./tnch.
30 mi n./i nch
30 min./inch
4o mi n. /i nch
l0
il
l0
il
!t
i50
50 t/2
5l5l t/2
5z
52
t+9
50
50
5l
5l
52
l/2
3/t+
t/4
t/2
3/t+
l0
ll
lt