Geohydrology Survey 1985
CITY OF SALINA
COMMISSIONERS
MERLE A. HODGES, MAYOR
JOHN F. BURGESS JOE RITTER
STEPHEN RYAN SYDNEY SODERBERG
CITY-COUNTY BUILDING
300 WEST ASH STREET
PO. BOX 736
SALI NA, KS 67402-0736
CITY MANAGER
RUFUS L NYE
AREA CODE 913 823-2277
September 13, 1985
Mr. O. S. Fent
Hydraulic Drilling Company
Route 2
Salina, Kansas 67401
Dear Mr. Fent,
This letter is to serve as an agreement between the City of Salina
and the Hydraulic Drilling Company for items to be included in the survey
at the Solid Waste Area.
1. The boundaries of the underlying aquifers and their elevations.
2. Water quality of existing aquifers.
3. Type and permeability of the soil overburden.
4. Number and location of observation wells required.
5. Depth and location where solid waste pits may be dug.
To supply the geohydrologic detail the following is required as per
your September 4 letter.
4 temporary test wells, 500 ft. @$5.00
Pumping water samples, 5 hrs. @$60.00
Geologic supervision and report, 40 hrs. @$50.00
Water analyses, 5 @$82.00
$1,000.00
300.00
2,000.00
410.00
$3,710.00
Also, as per our telephone conversation two holes near the two
aquifers will be checked for permeability. This additional cost will
be $300.00.
For this survey a lump sum fee in the amount of $4,010.00 which shall
be due and payable when four (4) copies of the report os delivered to, and
accepted by the City of Salina. The study shall be complete on or before
October 16, 1986.
MEMBER. . . KANSAS LEAGUE OF MUNICIPALITIES - NATIONAL LEAGUE OF CITIES
..,.'
.-'~
HYDRAULIC DRILLING COMPANY
ROUTE 2 - BOX 415
SALINA, KANSAS 67401
PHONE 913/827-1971
September 18, 1985
REC~nffFIC~
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City of Salina
Department of General Services
P. O. Box 736
Salina, Kansas
L
"IT \1 ftr; '. ~!lG~R":;: PCJ:j';'E
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Attn: Rufus L. Nye, City Hanager
Znclosed is a signed copy of the agreement for a geological surve~r of the
Solid ~'Jaste area.
The only item needing clarification in this agreement is in No.1, llThe
boundaries of the underlying aquifers and their elevations." I interpret this
as the elevation in feet belou surface and not as precise determinations of
sea level altitudes. Only approximate altitudes tiill be used, as detenuined
from the 7~2 minute quadrangle contour map of the area.
de plan to begin this survey within the next fevl days, Heather permitting.
lballi{ you for this order for services.
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Legend:
~ Nottheost /tAut 01;(11"10/
......-- Surface cOhtovr
-0... Water taiJle cOhtlJl./r
A - kiowa /O,.mt:1t,o/J
8 - re I"rot'e area
C - HIgh WQteJ" t q!Jk Ol"eq
is' IItJrtheast bOlln~,.y /886 b"'I",q/
eJ - test well/Jllh}bel"
x 10- test flole hI/mileI'
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Figure C
dO/lnq volld Warte /lreq
S ec. "? 7:/68. IT.J ~ Ja/JlJe County, IfahcfOJ'
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I cJ'opClch hop of' J'ul'loce Ilqultqrr/
Lege 110':
-..zo-- L/he of equQ/ tll/cAlles" of cloy Q/Jove Qq~//er
or rec/)ql"f/e OtJ/Ja!u,t /17 reet
~ ,#ofthea.rl UIIJ/t or 09/1/tql'f/
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P/'opo.red /n()l?ltO,. well
and 1',.~Jab/e depth
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Section 7, T., 15S., R.3W., Saline County Kansas, the site
of the Salina Solid Waste Area, is divided into four geohydrologic
areas (Fig. 1).
Area A is upland, directly underlain by th~ Ki~a Formation,
containing many thin sandstone zones throughout, and an important
sandstone aquifer in the northwest part, is in hydraulic
contact with the sandstone supplying domestic supplies in
southwest part of adjacent section 6. Storage of waste in area
A could endanger these ground water supplies.
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Area B includes surface to near-surface Permian and Kiowa rocks
and extensive areas or early Pleistocene terrace material. The
subcrop zones of the weathered Kiowa and Permian rocks are covered
by a zone of porous, weathered rubble. The early Pleistocene
terrace material contains shallow channels of gravel and highly
porous fractures in calcite-cemented clay that act as conduits from
near-surface to the Pleistocene aquifers in the south part of the
section. Detailed testing might show limited shallo~ disposal
possible in selected parts of area B, but most of the area will be
similar to that shown in logs 12, 13 and 14, with sha 11 ow sand,
bedrock beneath the hill tops and erratic zones of calcite-supported
clay fractures. These fracture~ were also encountered in test
well i\o. ~., The terrace areas designateu B shoula not be used for
burial of waste without detailed testing.
Area C is underlain by clay and silt of low permeability
and contdins a thin, low-yielding aquifer at the top of the Permian
bedrock at 0 depth vf 20 feet or less and a ~2ter table about
five feet below the surface. Burial in Area C ihould be avoiuea
because of the high water table.
The remaining area, shcv.n south'J\lest of the hachurec line
hounding area B, contains the present waste disposal tren~hes
and is the most satisfactory for isolating the waste f~om the
aquifers.
This part of se~tion 7 sho~s, by dasheJ lines, the sur:a~e
contours hefore waste burial activity, taken from the U S Geological
Survey 7t minute topographic quadrangle. Contours on the 'J\Iater
table are interpolated from measure~ents in the temporary
test wells installed for this investigation and are sho~n by
dotted lin~s.
Traces of the old Phillips Village roads are still visible
on the site and are shown hy the rectangular outline nea~ the center
of the section,and the three roads lea~ing to the section peri~eters
as existed in 1955 as shown by the lines. These are used as reference
lines for loc~tions within the area.
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The water table contours show around water ~ovement from
most of the present disposal area toward the southeast-center
of the south line of section 7, reflecting move~ent towa~rl
deep, early Pleistocene gravel aquifers that have been used
in a stock feerlinq operation in Section 19, one and one-half
miles south of the south border of section 7. This aquifer
continues to the southwest and is in hydraulic corrmunication
with the alluvial aquifer in Dry Creek valley. Wells at the
industrial-stock-feeding operation near the center of section
19 had depths as ~reat as 80 feet and yielded water in quantities
to 70 gallons per minute.
Depths of the tributary aquifer channels near the south
side of section 7 have not heen detecmined, hut should be in
the range of 80 to 110 feet, as indicated by the 123 foot depth
shown in log 12 and the 80 foot depths in the channel It mile
south.
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Wells to monitor the quality of water flowino from section
7 into this deep aquifer should be between the sites of test
wells 6 and 1 and can be positioned precisely by detailed test
drilling in this area alona the south line of the section.
The minor gravel channels found at 36 feet in test well No. 1
and 31 foot depth in test well ~o. 6 indicate that paired
monitor wells will be needed; one screened in the upper gravel
and the other in the deep gravel im~ediately overlying the
Permian rocks. If the deepest part of the channel is located,
one deep well, 80 to 100 ft. deep and two shallow wells, of
30 to 40 foot depth will be adequate for the south line of
the disposal area.
Two additional monitor wells will be needed on the west
section line. One, about 50 feet deep should he at the south-
west corner of the section. The other, also about ~o feet deep
should be about 2200 feet north of the southwest corner of
section 7.
Figure 2 shows, by dashed lines, the thickness of clay
above the water table, or above zones of high permeability with
hydraulic connection with the aquifers; the ruhhle zone at the
top of the weathered bedrock or gravel and fra~ture zones in
the early Pleistocene terrace. Burial in the area should he
at least ~ feet less than the thicknesses shown on the isopach
map. (Fig. 2)
Proposed monitor wells and their approxi~ate depth are shown
on Fig. 2. The exact position of the deep well on the south
line should be arljusted by test crillinq to finrl th~ deepest
part of the ch~nnel
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....
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Five water samples were taken for chemical analysis. One, near
the northwest corner of the site, was taken from a private well drawing
water from the Kiowa sandstone aquifer. Sample ~o. 2 ~as taken from
test well ~o. 6, from the Pleistocene gravel aquifer in the south
part of section 7. Samples 1 and 2 were given standard drinking
water analyses. Samples 3, 4 and 5 were taken from the test wells
~os. 1, 2 and 5 respectively, from the upper aquifers encounteTed
in these wells and were subjected to chloride anc nitrate analyses
only, as compar4tive indicators of possible intrusion of waste
leachate. These analyses are gi.ven in appendix A.
Relatively undisturbed thin-wall tube samples of the clay
beneath the proposed disposal depth were taken at test wells
land 6. These were submitted to the soils laborato~y fo~
permeability tests. The results of these tests are given in
appenrlix B.
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1J
Logs of test :'7el13 drilled for the Salina Solid laste ";rea investigation
in Sec. 7, T.lSS., R..3~i., Saline Gounty, Kaclsas, September and C:ctober,
19d5. Surface elevations from U. S. Geological Survey topographic
map, Salina S':J 7.5 minute quadrangle, 1955. Depths in feet beloi-l surface.
No.1, 0.22 mile
Pleistocene:
o 1.5
1.5 7
7 15
15 17
17 29
29 34
34 36
36 43
Ld 54
54 56
56 70
:"est of S3 cor. Sec. 7. Land surface elevation, 1316 ft.
Silt loam, dark gray-br01-ffi
Clay, fairly compact, light gray and tan
Clay, sil ty, o:C8.J.'le;e-ta'1 ,IDd light gray-br01m, fairly cOYilpact
Clay (as above); contains nodular caliche
Clay, fdrly compact, lie;ht brmoJl1 (thin :.,all t',:be s.g:rl,~le 25-26.5)
Clay, (as a[Jove); contains sporadic grav3l, nediulU
Gravel, mediQ~ to fine and sand, silty
Clay, fairly ccrapact, light oroein and light gray
Clay, compact, firm, light gray mottled orJ.:-,g~'}-broT-m; cont.alns
fine caliche nodules and sporadic iron-nwnganese nod:D.8s
Gravel, fine to coarse and clay, light br01ffi
Clay, compact, light gray and ormV!l; contcins spor-'cic
gravel and caliche nodules
Set tenpcrary 2-incn casb.g to 37.5 ft., ~)erforations 34.) to 37.5'
}UL1ped water sample by air-lift.
Static 'Tater level, 22.33 ft. belmv land surface.
No.2, 250 ft. north and 100
elevation 1331 ft.
Pleistocene:
C 8
8 13
13
21
21 21. 5
KiO'.'la formation:
21.5 31
ft. \Jest of HE ccr. existing lLoi t.
3.'.rface
Clay and silt, liGht gray and dark gray-bro:m, inte::::'bedded
Clay, compact, tan mottled yello:l-bro:m :md gray;
contains sporadic s'~:ncistone gravel
Clay, compact, t".n; contains secO!Kiary c21ci te and open
partings 13 to 14 ft., lluid loss to Co g~J[::, at 14 ft.
Cla:'l, tan, contai:-,s gr~lVel, 1'::..ne to coarse
Shale, clayey, yellm-7-gr3Y mO"vtled yellou-bro:m
3et tem;:Jorary 2-inch casL1g to 23.2 ft., lo~,'er 3.2 It..;)erfcrated
l,::"r-lift ptl.i'rrped at ~i gpm.
Static :7at<3r level, 20.82 ft. beloH land surface.
7
Logs of test holes drilled for the 3s.1ina .Jolid laste Area investigation
page 2
no. 3, 850 ft. ,i]e3t and 100 ft. north of
Pleistocene:
1.5
6
16
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o
1.5
b
Iro. 2.
3urface ele~at~on 1337 ft.
Jilt loam, dark gray
Cla;:r, silty, blocky, light gray and bro;.;:n
Glay, to.n; contains spor:ldic sandstone gravel,
coal'sa
16 16.5 Gravel, coarse to fiYle and clay, tan
Ki01,ra Formation:
le.5 17 Sandstone, very fine, dark bro~m
17 20 Shale, clayey, yellow-g~ay
Sat tem~~orar,T 211 casing to IG ft., Imrer 3 ft. peri'oratJd
Static ,;ater 10'1.,1 16.9 ft. belo'.! land surface
Eo. 4, 633 ft. H8St C'Jld 120 ft. north of ::0. 3. .Ju.rface elevat_cn 134.) ft.
Pleistocene:
o
1
8
Permian :
11+
,y
,-v
1
()
14
Silt loam, dark gray
Clay, silty, light br01-ffi
Clay, con~)act, light brmm nottled lip;ht gray; contairJ.S
sa.'1dstone pebbles
20 3hale, sra'r-Green dnd d:.1.l1 ::i."1k-'uro\m, cla~'3~r
21 j:-.8.12, yel1mi-brm.m and gr'?y-green
Set temrorary c3.sing to 21 ft., lo;rer 3 it. )erfcrat=:ci.
.:3tD-tic :a.tar level 1-:; .3~ ft. belm: land surface
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No.5, 0.18 mile
Pleistocene:
o 2
2 5
5 16
16
23.8
l'ermian :
2:...;.
29
23.8
24
no:cth and 84 ft. east of SJ cor. Wt'l Sec. 7.
Silt lo~~, da~k bro~m
Silt , clayey, blocky, brccm
Cl,:-,y , silty, li;:;ht bro-;m; contai::s sJoraciic sa."dsto:le ;,cbbles
Clay, corr.pact, light brmm; s:c;oraciic sandstone :~eboles
Gravel, coarse and clay, brmm
29 511 ale , alternating yelloH-green a.."1d dull ,"ink-crm-m
31 -.)'11a18, gr-:;.y-gre::m and ~rel1o,'-bro\'JTl
..)et -GeY;l~;cr':lry 2 rl c.sing to 31 ft., lo::er 3 ':;:'t. ~;e~";.(;ratad.
Air-lift ')lUi1ped ?t liB gr:m.
Static crater level, 17.lj9 ft. beloH land S\lri'ace
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8
Logs of test holes drilled
:;.-=:age 3
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No.6, 1900 ft.
Pleistocene:
o 3
3 7
7 17
17
29.5
31
~
lor
the 3alina 001id
'J~aste
"~rea investigation
e'1st of 3J cor. Sec. 7. 0urf2ce e13vation, 1309 ft.
3ilt, sli:;ht13T clayey, d2.rk gray
(;L'7, sil ty , ligh t p.,ray
Clay, light brmm, r,;ot,tled light gray md Y8110:,
29.:::J Clay', co:npact, light brm-m mottled light gray
31 Gravel, co,rse to fL."e and Cl. ay, light brm'ffi
32 Clay, Y311mJ'-gray
.::let te:,:pcr<lry 2' casi:g to 32 ft., lOTTeI' 3 ft. _: :;:"i.'cr2.Ged.
L.~r-lift Y:.L ',:led at \3 ~?_llcr:s ::er 'ninute
Static ',,,ater level, 9..)1:; ft. belm.! la.."1.d surface
lIo. 7, 2350 ft.
Pleistocene:
o 2
2 5
5 7
7
21
26
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east emd 1600 ft. north of S: cor. 0eC. 7. ':JJ.rl.'2.Ce elevation, 1318 ft.
Clay, silty, gray-oro\m; some rubble
Clay, fairly compact, ligh;~ greenish-gray
Clay, blocky, dark red-br01ffi
21
26
Clay, light orange-brmm; contains feH sandsto::ec1ebules
Clay, co~)act, light orm'ffi
Clay, compact, light gray
...., r-'
)0
33.5 Clay, light gray ;:J.o~tled light bro-:m, some S,11: sto::e rubble
40 Gravel, li:7ht bro.m and clay, light brmm
41 Clay, light bro~m
:3et temporary 2" casirt[~ to )-1.1 ft., lOHer 3 rj. perfor2..ted
~ir-liftll.r~~)';d at 1i galla:'" :)81' :'linute
3tatic IT.,:,~ter level, 17.1 ft. belm-r Ind surface.
30
36.5
40
No.8, 0.2 mile sough of IE cere Sec. 7, 78 ft. TJest of center of road.
Surface elev3.tion, 12C) ft.
fleistocen'3:
(~,
o
2
4
14
20
23
f3rmian:
24.5
2
4
14
.3:"1 t lean, dnrk gray
Clay, silty, liZ!lt nd o.ark oli Ve-';l"ay
Clay, light p;r'"enish-gl.~ay
20
23
24.5
Clay, lifo~ht~:ray, l'e\'; s'illclstorce:jeboles
Clay, tan, 1'e';'1 s:ldstccegebbles
::;'r"vel, co:!'se to i'ille <lnd clay, ta:'1
25 S'hale, red
3et te:T;'C:oro.ry 2" cc.sin~: to 25 i't., lc,Ter 3 ft. --)er:.'orated.
j.ir-lii't "C"'J.l!l'"_dJd ,~t 1 ,~:3.l1on '-3~" l,linute
Sta-;:,ic.:ater level, 5.2 it. :J3lou l:md surf,ce.
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LO(~S 0':' test [loles drilled for the 3aliTICl ~)olj_d :"ste ',28c:. investigation
paE8 4
~O. 9, 0.24 mile north 01 01 cor. Sec. 7, 18 ft. 9~St of center cf roan.
S~rf2ce elevsticn 1322 ft.
Fleistoc-.:l::~e :
I,
v
2
6
10
Sil t loam, uark gr 'J.Y
Clay, li~ht gre3nish-gray
Clay, gray Y:lo-ctled br01m
Clay, .)ro,m
Clay, light gr?~y-brO'\m
Clay, cO_II:act, tc."n :not tIed light greY
Clay, cOrI!.::act, light yellou-ormm ),lcttled li::;ht gray
Silt, cla70:/, light bro:m
Gravel, coa25e to fL~e and clay, silty, liFht bro~m
; ,8.5 51 Cla:l, sil t:r , light broi-m
Set ter::nor:-'.J:'7 211 Ca:3L~g to .51 ft., lo-;;er 3 ft. ],cricrated.
.hr-IL't >'U.~rp3d at 2 ,:;a110:1s :er :.1inute
..itatic ,.;ater level, 16.9 ft. beloH land su.rface.
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2
/
b
10
16
21
16
21
30
3U
42
46
42
L~6
l.~e .5
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Logsc1' tost hcles drilled !reviolis to the ;';,J.:J..':""d. :~:l::.cl
iYl\,Tc;5tL:::tion i'ro:~ i':',les ,::1' ~{:,rdr;:!~ic .l.Jrilling .....c;~l~)e.rq.
....,C"...,::::!
.,;':'<->lJ'"",
-~I'3,3.
lO. 1;", 4bG ft. south :-nd 65", ft. 1.:8S:-
3uri'o.ce ::lev}.tion, 1350 ft.
Kio\Ta .fcr::nation:
o
G
o
11
23
11
23
2:3
28
\ (:
Lj.D
~iielc.i.
,,~
"'....
:"",- ,1
l..J
12, i'.lSJ., .t..'+;.
co:c.
:..J~3C .
Shale, ;'lello: ;-gray, some SG.llUstOEC, fi::o
Sandstone, fine to :tedium
Sha.le, yello::-gray
11-
,.'':>
,-
Shale, :;r:~llo,.r-gra;,r, se,e s '~!:.:" Sl:,one
Shale, d_ar}: ._~"'1d lir:ht t;ra~.r
gallons ,:31' :;:inute
1:0. 11, 1:~ Cor. :38C. 13, I.15S., -~.l.1..i.J;'l::C'face elevation 1315
Fleistoc ::me:
o 33 Clay, gra~,r-brClm
ler::ri.an :
;J.3
45
No. 12, 128~ ft.
Pleistocene:
o 8
8 12
12 90
90 95
95 120
120 12;
1: erIi:ian:
l~ ~
t.-
--
1 ') ,.
...J-'-__
1;0. 13, 950 ft.
f'l;istoce:lG:
o
59
:. ernian:
03
59
/~
0.)
:~,,5
lio. 14, 720 -,-G.
11ci;:;tocene:
u
11
21
11
Shale, yello,.!, gru.:r::md:ray-gr(~8n
:3outh of K.i cor. Sec. 17, T.153., ,{.3.!. ;:)'.lrlace '=;lev. 1.32U ft.
Silt, cl2.7SY, buff
Gravel, L.ne to ;;edi1.lln, sand 2..'1d ;:;il t
Silt:nd clay, ',.artly s<,..ndy. Clay i'ractill'cS C:eL, 20 ft
teok 60 gal.lons ner ninute oi' cirilli,l' fllid
':)2.nd, fine to mediUl'J, g'?vel, .;;'ine :mci silt, s:-l..i.'1d:r
Cla:T, (,;,ach: blue-gra:r; cor:tains DlLlch fitie s;md
Cla:r, kill md gray, sliglltly cementeG; cant :ins fe,:r 3<:1!'~ci3t,Gne
f'ro.~pnent~ :lna. sand
:3hale, li;:;:11t gray 3.nd red-ormm
-1-'
SOUL,n
nei 420 ft.
.:..lec.
17,
T .153.,
,.j,:. 3l;v. 1325 :1.'t.
st of
"I, .
.,"J cor.
Clay a.nd 3il t, Se2'.clY, gray . nei bro~m
~<.1.nd :ma gavel, c1aye7, I)artly C8r:3nted
,3ha18, yelloH and ;:;r,.;en
south and 360 ft. east of 1\
::..:.;c. 17) i'.l).:>.,
) ~',
_'...~ ..
lev. 1330 1't.
cor.
3il t a.nei c:l ~:',-, ti:m'.:.nd 8U':;''1'
Gravel, CO:1rse to fie ~e arid clay, gr:::r:lIJd ;.-ello',;
,h.io-::ICl .;.' orr.~:';.t=-on:
21 .Y'-' .:3:13.1e, cla:ley, liGht oLw-ErclJ
~;O. E) 9CC ft.
llei ,_ tOC8ll'3:
o 23
.;.."'em:..2.J1 :
')?
'---
2;
'J _\..:..> u
::nd le,.; l't. north OJ.' )J cor.
-)~.->. 12'1(; LOG.
3ac. ::;,
c'.l::;.,;).,
C1a7, -r',:',_nd :)Ul i.; contc.hls 3.:m:lston8 rubol::.:
:?-G b:_~02
SLale, rea :.m~c ~:recn
I J
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Appendix A
Partial analysis of water samples fro~ the Salina Solid
waste Site area
Sample No.3, 36 ft. depth in test well No.1, 0.22 mile west of
SE Cor. Sec. 7, T.15S., R.3W.
Chloride, l~l parts per million
Nitrate nitrogen (N), 4 ppm
Sample NO.4, 23 ft. depth in test well Ro. 2, 2360 ft. south and
2300 ft. west of NE Cor. Se0. 7
Chloride, 150 pp~
Nitrate nitrogen (N), 5 ppm
Sample No.5, 0.18 ~ile north of SW Cor. NWt Sec. 7, 28 ft. ~epth.
Chloride, 61 pp~
Nitrate nitrogen (N), 4 ppm
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WILSON LABORATORIES
12
Il\BORA'IORY REPORI'
525 NORTH EIGHTH STREET - P.O. BOX 1884 - SALI~, KANSAS 67402-1884 - (913)825-7186
PAGE 1
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CLIENI': HYDRAULIC DRILLIN3
ATIN: O.S. FEN!'
RT. 2 BOX 415
SAL~, KS 67401
DA.TE RP'ID: 10/14;85
DA.TE RCVD: 09;30;85
PUROIASE AUIH:
FILE ID.: 85-9501
ORDER ID.: 682
Kiowa formation well 50 ft. deep 0.1 mile north
IAB NUMBER: 85101160 of N..j Cor. Sec. 7, 'r.15S., R.3Itl.
SAMPLE DESOUPl'IGl: #85-SA
ANALYSIS
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ALKALINITY, '!OrAL
OIWRIDE
F1UJRIDE
NITRATE;NITRITE
ORlHOPiDSPHATE
PH
SPECIFIC cx:NIX.JCrANCE
SULFATE
CALCIUM BY AA
IRCN
~IUM
MAN3ANESE
PCJI'ASSIUM
SILICCN
SCDIl..I1
CCN:ENI'RATIGl UNITS BOOK-PAGE
48. M:7/L AS CAC03 405-53
2. M:7/L 441-80
0.2 M:7/L 145-100
1.0 M:7/L AS N 597-8
0.1 M:7/L AS P 292-79
6.2 STANJ:l.l\RD UNITS 404-45
160. UMOOSjQ1 323-51
20. M:7/L 515-53
15. M:7/L 601-156
ND(0.05) M:7/L 510-97
ND(3) M:7/L 601-143
ND(0.05) M:7/L 601-153
1. M:7/L 510-95
9.2 M:7/L 601-152
10. M:7/L 601-154
-C'CNCLUSICN-IAB NlI1BER: 85101160 #85-SA
IAB NUMBER: 85101161
SAMPLE DESOUPTIGl: 85-6
Pleistocene gravel test well 32 ft. deep, 1900 ft.
east of Siv Cor. Sec. 7, 'f.15S., H..3'..l.
ANALYSIS
CCN:ENI'RATIGl
UNITS
ALKALINITY, '!OrAL
OIWRIDE
F1UJRIDE
NI'I'RATE;NITRITE
ORIHJPIDSPHATE
PH
SPECIFIC cx:NIX.JCrANCE
SULFATE
CALCIUM BY AA
IRCN
~IUM
244.
190.
0.4
2.1
ND(0.1)
7.6
1260.
48.
129.
0.21
22.
M:7/L AS CAC03
M:7/L
M:7/L
M:7/L AS N
M:7/L AS P
STANJ:l.l\RD UNITS
UMOOS/01
M:7/L
M:7/L
M:7/L
M:7/L
-
BOOK-PAGE
405-53
441-80
145-100
597-8
292-79
404-45
323-51
515-53
601-156
510-97
601-143
WILSON LABORATORIES
13
PllGE 2
I.ABORA'IORY REPORl'
CLIENI': HYDRAULIC DRILLIN:i
FILE ID.: 85-9501
ORDER ID.: 682
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LAB NUMBER: 85101161 (CONT.)
ANALYSIS
aN:ENI'RATIGJ
tmTS
MAN:JANESE
POrASSIUM
SILI~
SOOIUM
ND(0.05)
2.
10.9
99.
ftG/L
ftG/L
M3/L
M3/L
BOOK,lPllGE
601-153
510-95
601-152
601-154
-<XNCLUSICN-LAB NUMBER: 85101161 85-6
ND(), WHERE NJI'ED, INDICATES ~ DETECl'ED WI'!H '!HE DE."I'ECI'IGJ LIMIT IN PARENIHESES.
ANALYSES WERE PERFORMED GJ SAMPLES AS RECEIVED BY WILSrn lABS UITLIZIN3 APPROVED PROCEIXJRES
PUBLISHED IN '!HE FEDERAL REXiISTER, VOL. 49, ID. 209, OCT. 26, 1984 (43251-43258).
SAMPLES WILL BE RE'OONED FOR 30 D!\YS UNLESS OIHEEWrSE rorIFIED.
IF YCXJ HAVE PNf Q,JESTIrn5 CCN:ERNIN3 '!HIS REPORl', PLEASE cx:NmCl' PROJECl' MANAGER
BERNADINE K. SIEMENS, OR '!HE lWERSIGmD.
WILSrn ~ES
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CHIEF OiEmST
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GEOTECHNICAL SERVICES, INC.
CONSULTING GEOTECHNICAL ENGINEERS AND GEOLOGISTS
/Lf
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139 SOUTH FOURTH STREET
SALINA, KANSAS 67401
TELEPHONE (913) 827-9381
October 29, 1985
Hydraulic Drilling
RFD 2
Sal ina, Kansas 67401
RE: Solid Waste Disposal Pit
Sa 1 i na, Kansas
Dear Mr. Fent:
e
Sample Number 6 from Drill Hole SSW 85-6, provided by you, was
extruded from the shelby tube and tested for moisture content, unit
weight and coefficient of permeability. The moisture content was
19.4 percent, the dry unit weight was 115.2 pounds per cubic foot
and the coefficient of permeability was 2.11 x 10-7 centimeters per
second.
Sample Number 1 from Drill Hole SSW 85-1, also provided by you,
was extruded from the shelby tube and tested for moisture content,
unit weight and coefficient of permeability. The moisture content
was 22.7 percent, the dry unit weight was 93.1 pounds per cubic foot
and the coefficient of permeability was 1.66 x 10-8 centimeters per
second.
If you have any questions, please do call.
Sincerely,
GEOTECHNICAL SERVICES, INC.
~C~9~
Walter C. VonDemfange, P.E.
WCV/ds
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OFFICES IN: AMES, IOWA; OMAHA, LINCOLN, AND GRAND ISLAND, NEBRASKA