HomeMy WebLinkAbout20010799 Toil name dos t'.on
Aquelle and Aqueots, flooded
This map unit ... fre._...� smooth plains and
along bottoms of (Literal .ab ain geways tl' I, . t
al This unit 3053::St.SF 55 per:moot Aquolls
d 7I pcarazt Aqampts roller These soils 3re deep,
poorly drained. They formasd in ecent a11_._u:o_ The
sena have mildly to moderately alkaline loamy or
clayey c.izface layer and insderlying material that
tends to a depth ehe or more. The water
tittle is at or nee; the �fo seating a hynb soil
itio.. The ernoloe hazard due t0 wind is low. •
'2y f:HE sandy loan, I to 0 percent slopes
The They soil in 3 deep, well drained soil. It is
foamed as smooth plains in sired autwash deposits, The
surface is a fins sandy loam. The subsoil is sandy clay
The underlying material is a calcareous fine
sandy loam soils have tioderate permeability.
Their available water holing capacity is modeiate.
Roots penetrate to 60 inches or acre. Runoff is Slow
aid the Erosion hazard due .in wird is ,.. .,.
=- h ll Chi kam, percent slopes
The ,they ail is a moderately deep, sell trained
.oil. It iz fotad airs in iduus, from shale,
Tae surface is a clay loam es aro the subsoil and the
underlying material, The soils have ;Ica m .ability.
Thein azallablo mat. holding capacitymoderate.
to the depth of the shale, 'which ranges
mrnm 77, to 40, • Off i�.bli medium and the erosion
J.. mind in moderate.
Valiant and 7 to 3 percent „lope_
The 'Malone l a deem, excessively drained soil.
It is for plains m eal..n material. The
4 sand, :as is She underlying material, The
hate
Toile as.d permeability. Their available water
holding capacity is yederatn. Roots penetrate to 60
insFleS or Ion-IS0i0. Runoff n. slow and the erosion hazard
z to mind high.
73 . tAzea t3H, 3 to 5 pendent slaspes
2001-0799
Ken,, art Dana i'cyle soil in ;tiGi; rte:
Soil nape and description
The Vella soil is a deep, somewhat excessively drained
soil. It is formed on plains and high terraces in
eoliar or alluvial deposits. The surface is a fine
sandy ;cam, as is the subs5i'_. The underlying materiel
is a sandy loam. The scils hva moderately rapid
permeability. Thei> .s'.ailabie water holding capacity
is ncdr te. Rocts :,cr.E ;ate to lO inches or ma-e.
Runoff is rtok and the arosi::n hazard due to wind is
high.jf:ti.
76 Vona candy loam, I tc 3 percent slopes
The Vona soil is 3 deep, well drained soil. it is
formed on high terraces from alluvial material. The
surface is a sandy loan, as is the subsoil. The
underlying .material is a sandy loam. The soils have
:moderately 7apid permeability. Their available water
holding capacity is moderate. Rocts penetrate to 60
inches or mere. 'unoff ,s slap and the erosion hazard
due tc wind is severe.
i'/.Tarr i. .�n,iTr
- :r\ r-` . . .. . .
. ...-. 7K,'77,7'[.,: . ' .. Ji/21v1
/"1 BUILDING SITE DI''CLCPMENT
Melly and Dana Boyle soil information
(T!-.: info'•^.t in report ' the soil condition but does not the need for onsite
ion this indicates dominant eliminate
investigation,'
Map symbol Shallow Dwellings ; Dwellings Small Local roads Lawns and
and soil rue excavations without with commercial and streets ; landscaping
basements
basements buildings
' r
9gUolls ;Severe: Severe: ,Severe: Severe: :Severe: Severe:
wet7.ess flooding, flooding, flooding, ; wetress, excess salt,
I wetness wetness wetness flooding, wetness,
,
I
frost action flooding
.
5gJepts, Flooded;Seve:-e: Severe: Severe: Severe: ;Severe: :Severe:
; wetness flooding, flooding, fl t,
flooding, wetness, excess salt,
. a
wfitness wetness ; wetness flooding; wetness,
frost action flccding
I
`r, .
I
I I
f :Severe: Sight Slight Slight ;Slight light
cutbanks ::are
: I
56:
Rer:ohill Moderate: ;Severe: Severe. ;Severe: Severe: Moderate:
depth to rock, shrink•swell shrink-swell shrink-swell shrink'swell, ' depth to rock
too clayey low strength
,
bs: ; I r
•
Valerlt- -• ;Severe: Slight ;Slight ;Slight Slight Severe:
cutbinks cave ; droughty
I
. I I I
I I
73: I 1 r
I i
Vona--_____-. ---:Severs! ;Slight Slight ;Moderate: Slight Moderate:
cutbanks cave ; ' slope droughty
I .
76: '
Vona ---' ;Severe: :Slight Slight ;Slight Slight Moderate:
cutbanks cave ; ; droughty
I , I
BUILDING SITE DEVELOPMENT
Endncte B'UI'L_I?!O SITE DEVELOPMENT
This report Fillois the degree and kind of soil limitations that affect shallow excavations, dwell. g, with snd without
basemen baselentsp small commercial buildings, local roads and streets, and lawns and landscaping. The limitations are
"Slight", 'Moderate"; "Severe". The limitations are considered Slight .f sail. properties and site features are
generally favorable for the indicated use and lintel anlimitaiors are minor
and easily overcome; Moderate if soil properties
or site feature: ars got favorable for the indicated use and special planning, desig n maintenance is. needed to
cvetcoge or minimitcio and "Severe" if soil grope t.._; or site features are so unfavorable ct so
f`;out to meetcriac that abccial denigrm significant increases in construction costs.. and possibly increased" ten, are required. Special feasibility studies may be..requited where the soil limitations are severe.
_DW SX5AVATISN5 .re ttenches or hodes 'umaximum depth: for� to � p of 5 or feet basements., graves. 't 1' lines,
ocean e., end other rpo_es he ratings are based on soil properties, ite features, and observed performance of
the t
S_i The Oise of digging, `i::.^,, a d compacting is affected by the depth to bedrock, a cemented pan, . very
firm ._
de� _ contsnte soil texture; and slope. The time of the year that excavations can be made is
affected t den to a oaf of high water table d the eisceptibiliey of the soil to flooding. The resistance of
the excavation ut.C walls on tends to _t. ,j6; on caving affected b'� aand t depth to t..
- � � .._ texture the the water table.
� l "l RCI built I !r_" dhL_ hL k i � i .i_t a 3 i :hallow foundations on eldistmarbed scii. The load
limit is the same es that for single-family dwellings no higher than .,._ stories. Ratings are eade for smallscenscralal
building: ulthinul hiSDTentn, fni dwellings with basements, and for dwellings without basement:. The ratings
are bested
_ high wa,fTb to bla d, p. to be ock
t -, site features, !✓ observed performance �f e �, bedrock or le a sammanted pan, largeclones, aJP and floodingi;f.t ths ease of 'iOr and construction. Landscaping
anarmtnading that. out este amid fills of nese than 7, or S, feet are rot considered.
LOCAL RD4DS AMP ETEE have 37I all-meatter surface are carry automobile and tight truck traffic ell ear. They
have a - de of out sr fill soil cat.anniol. a b359 of gnavel, crushed Or stabilized soil material, d a
d f fills
__ ,t., a. � _. is generally opPtr site features, and observed d, f. ..a,.,,, the
to .'d ;ok a .nteed highflooding, large et a,- and s affect the ease of
table, —
excavating and gadding. Sail othasgth (e inferred ftom the Onejlheerie alvositicetion of the soil), swell
potential, frost eetiog potential, and depth to a high „fen table affect the trafficssupoontdog cspacity.
NNS 0R5 10N555177N5t soils or ahlith turf a`d ornamental trees one is can, ba, established and
mainttin.d, The rating, are q d on soil preperties, s fealutes, agd observed performance of the soils. Soil
reaction, igh caster tilde, depth to bedrock cp ._ cemented pan, t`.. aisilable water rapacity in the. upper 4sTper 40
inat.: and the content of meets, sodium, .d sulfidic materials .ffeot plant growth. Flooding, wetness, eio„e,
and like accunt of sand, ., i garic natter. _r, the scrfame limier a sect trafficability after vegetation
'v`i:PC C Cc SEnf i red scnf i^f �� C112t
01
• !R!ME FARMLAND
Kelly and Lana Boyle soil information
4u Foil name
symbol;
47 ;0l,iey fine sandy loam, ! to 3 percent slopes (where irrigated)
76 ;Vora sandy loam, I to 3 percent slopes (where irrigated)
n
,0r•:..r , n
^r^ .,rr n J,SI f,..arrn R r rr r\' � ..
01/2j01
/'1 SANITARY FR^I!I?:E
Kelly and Dana Boyle soil information
he ir..formatior in this report indicates the dominart soil condition but does not eliminate to need for onsite
investigationi
Map symbol r' Septic tank ' Sc wage I n 1y r;•wag dgJar, 1s L' .�.. '
Are. Dai over
and soil A2$8 ; absorption ' areas sanitary ' sanitary for landfill
fields landfill landfill
,
4: ,
,
._.':s".'. . "._severe: ;Severe: Severe: 'Sever:: poor
: flcod}og i seepage, flooding, r i ing ;tca clayey ,
� i flooding,,
wetness, : flooding, seepage, : seopage, wetness
peres slowly ' wetness wetnesswetness 1 1
, 1 1
2quepts. Flooded:Severe: 'Eoverc: Seve e: Severe: Poor:
' fl. ,1:,,.
, oo1A=.• , , seepage, flooding, flooding, too cla.y`y,
' wetoEss, : flccdin , seepage, seepage, wetness
' parrs slowly ' wetness wetness wat.000s
y_._._....... ;Moderate. Soverc: Moderate: :Slight Fair:
; p eres :lowly seepage too sandy too sandy
1 ,
56:
^enchill.._.....•.--;Severe: Severe. Severe: Slight Poor:
depth to rock, depth to :roc:: depth to rock depth to rock,
percs slowly ; t''C to pack
,
ralant---......._-;Severe: Severe: ;Seve e: Slight I
poor filter seepage ' too sandy ; seepage,
, too sand;
, ,
I
'3: , I ,
Vona ._.._.._,,..._:Severe• !Sven?: :Moderate: Slight :Farr.
poor filte: ; seepag ; toc oaaay ; ! t o sandy
76:
I 1 I 1
V,''.3 ,na..°..''t. :Sever:. :Mode ate' ;Slight tair
; pr. filter seepage ' too sandy f, sandy
n
•
�'\ _r' lra'_
lido; °"N'"n. ntillT
h i E. ? ' d,l rid of ocil limitations that affect sept
ic tank absorption fields, 2w a lagoons,
ssd sanitarydT The "Slight" if
_, c considered j :v soil properties and site features n°r7a } are
fnitimiablia for
d
use tie and limitations are minor and easily _J?.r,o.,,, "moderate" if SC__ properties site
tea:bras arc not faintrable for he indicated use and special planning, design, or maintenance nance is needed to overene
ininiinizo thelimitations; and Se soil properties or cite featUIES _ SO unfavorable or ouiffieelt to overcome
that
special design, increases in cops action coots, end possibly increased maintenance are required.This ,
report o showsthe su t b yid of thesoil: for use g daily o veI for landfills ° rating of .o1 l
._
that coil priopertieis and site features are favorable for the a and goodperformance_ d low m t maintenance COS: be
expected; Fair i h a __ _,. t so.l propei ties and site featarenare moderately ble for the use and
one on
more soil procorties or site features sake the soil less desirable than the soils rated Coed"' and peer indicates
rm.:bear tins guThisSe-- r.;.g _. « maintenance, or costly al tsi. t.tilef n 1
.. - h s ti lei! L f n a_. _ ,r., _ .. v...a�eh,�, fl of 21 to 72 ..tote ?Valuated..o The
site teatimes, ;n
rt performance of tt ' soils. Permeability, _ high
mato: table, depth tit bodriosh or to a cemented pan, and fi L is affect absorption, of this effluent. Lange otenco
bsdisot or d osetootsd pan isterfass with installation. Unsatisfactory perfonciance of septic tank absorption ldg
ininio 'e 1 .1 i of surfacingue
..I L ".. effluent,
` �a of f ` and hillside er,age; can affect public. health.
cmounf highly permeable _e . ,
�.;� s r can he polluted � 4 orth j bedrock is less than 1 feet below the
absorption ieelope is excessive, or if the water tahle is moatthe a face, There oust be
ihrivinited soil matemiril beneath the absorption fielde filter the effluentsinew, an} local ordinances
that this matiordal ` thickness.
SEWPSE 1(d0221-7. _ to l; h .'Let d So hdld -.Hays ,chlie aerobic bacteria decompose the solid and liquid
g e a nearly level floor ',Surrounded by cut slopes or embankmentsof compacted mil Lagoons
generally are dosigned to hold the sowage within a depth ofto 5 bet. Nearly impervious soil material for he lagoon
floor and sides is se d to minimize seepage and contamination of ground This r.y �� _ i s aKcrt gives tar for
the natural float 3 he lagoon flexor. The o i f. and, , t feet of materialSeTh �
e She SUSSrure layer aria excavated to provide meter ] for the eoidooksesto. The r _',higS are based on soil
de ' in properties, e nod; 'd performance i'. , the ratings are slope, permeability, a
high woter table.. depth tra !e? t to a comented pan, flooding, large stones, and content of organic matter. j
Prosetionlvei oearieds d to -,td t lit f the 5 i s water le that a' high enough nehgh
b h o raise the level of sewage
in Ohe lagoon causes lagoon to function unsatisfactorily Pollution resul f seepage is excessive or if floodwater
the on content of organic watt detrimental to proper functioning of the lagoon because it
inhibits aerobic activity. Slope, bedrock, and cemented pans can cause construction problems, and large stones can
hinder compaction of the lagoon floor.
reeliblIPly enrr'Ic are reas where lid waste is disposed of by burying it in soil. There are two l f landfill,
� pea e
trench and area I trench. landfill, the waste is plaided in 3 trench. It prea=s compacted, and covered daily
thin,. layer of toil excavated at the site. in an area landfill, the wSste ia placed in successive la n.5 on the
surface of the toil. The waste is spread, compacted, and covered do with thir layer ofsoil form source
1 - y away
room the to Gott types of landfill must tie able to bear heaviyi vehiculartraffic. Both types involve a risk of
gioundwistor pollutions :e of excavation and revegefat_on need to b, considered. The ratings in this report are based
/T.
CCN°;:.^-,VAT:CV SERVICE L/2/0i
•
SANITARY FACILITIES
Endnote -- SANITARY FACILITIES--Cor,tir,ied
on soil properties, site features, and observed performance of t!-,e soils. Permeability, iepth to bedrock or tc a
eeterted pal, a high water table, slop= , and flooding affect both types of landfill. Texture, stones and boulders,
highly organic layers, ,oil ;aaction•, and content of salts and sodium affect trench: type landfills. Unless otherwise
stated, the ratings apply only to that part of the soil aittin a depth of about E feet. For deeper trenches, a
limitation rate "Slight" o "Medsrats" day not be .acid. Cisite investigation is needed.
FCR LANDFILL is the son'. material that is used tc cover compacted solid waste in an area type sanitary
landfill. The soil naterizl is obtained offsite, transported to the landfill, and spread ever the waste.
Soil texture, wetness; coarse fragments, and slope affect the ease of removing and spreading the material during wet
and dry periods. Loamy or silty soils that are free of large stones or excess gravel are the best cover for a
landfill. Clayey soils may be sticky or cloddy and are difficult to sp'ead; sandy soils are subject to soil
t•lowing. After soil material has been removed, the soil material remaining in the borrow area must be thick enough
peer oedrock, a cemented pan, or the water table to permit revegetat:on. The soil material used as final cove' for a
dfill d be suitable for p,plants. The su 1
?a^� s!�5uI _ tar ==face layer Feral h;:c the boot workability, crga.nic latter
h: ' y=�• ?' � it' more :m.o" than
}e ,st of profile and t`.e bc_�t tential f plants. f Y the s ,d -t vp ,
` -, a= for Na,.a- zl � �+ .�fz_e layer shed `_+e ..�.cc i.ed fcr use
15 .`•'3 final saver.
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