78-02 - South Lotus Lake Add SUB pt 2125 --A
MN0024 S O I L S U R V E Y 1 N T ERPRETAT IONS
MLRA(S) 103
REV. KRV.ELBs 8-76
TYPIC APGIAOUO LLS. FINE —LOAMY. MIXED. MESIC
CORDOVA SE
THE CORDOVA SERIES CONSISTS OF DEEP. POORLY DRAINED SOILS FORMED IN LOAMY GLACIAL TILL UNDER MIXED HARDWOODS AND GRA
IN DRAINAGEW AYS AND IN FLATS IN UPLANDS. THE SURFACE LAYER IS BLACK AND VERY DARK GRAY SILTY CLAY LOAM 10 INCHES THI
THE SUBSOIL IS VERY DARK —GRAY DARK GRAYISH —BROWN AND OLIVE —GRAY SILTY CLAY LOAM IN UPPER 12 INCHES AND MOTTLED DARK —
GRAY. OLIVE —GRAY AND GRAY CLAY LOAM IN LOWER 17 INCHES. THE UNDERLYING MATERIAL IS VARIEGATED OLIVE AND LIGHT OLIVE—
BROWNs CALCAREQU5 CLAY LOAM. SLOPES RANGE_FROM O TO 2%, THESE SOILS ARE_USED MOST
I -__ __ ESTIMATED SOIL_PR PERTI 4Y—E�CRO PLAND.
IDEPTHI I Q—__IFS (A)
1(1N.)I USDA TEXTURE I UNIFIED IFRACTIPERCENT OF MATERIAL LESS ILIOUID IPLA
--I —A T I I AASHTO I>3 IN I THAN 3^ PASSING SIEVE NO_ j LIMIT ]TIC
1 O-10I SS CL. L. CL `--�—--1LPCT) I 4_ 1 19 1 ♦O 1 200 1 11NDI
I DL. ML. MH IA-6. A-7 1 0 198-100 98-100 90-98 70-85 1 38-60 112
j10-35I SICL. CL 1CL IA-7, 4-6 1 0 190-100 90-100 85-95 65-80 1 36-50 120-:
135-601 CL ICL IA-6 1 0-5 190-100 90-100 80-95 55-70 130-40 112-1
I I I I I I I 1
I I I I I I 1 1
1DEPTHIPERMEABILITYI AVAILABLE I SOIL I SALINITY I SHRINK- I CORROSIVITY 1EAOSIONIWIND '
i(IN.) (IN/HRI (WATER CAPACITYIREACTIONI(MMHOS/CM)I SWELL I_ _ _ (FACTORS JEROD.1
I I I-_�/INL- I (PH) I 1POTENTIAL( STEEL ICONCR
1 0-101 0.2-0.6 j 0.18-0.22 16.1-7.3 1 - IMODER ATE -fj€1 K) T 1@ROUPI
HIGH I LOW 1.28j 5 1 6 I
110-351 0.2-0.6 1 0.15-0. 19 15.1-7.8 I - IMODERATE I HIGH
135-601 0.6-2.0 I 0.14-0.16 17.4-8.4 _ I LOW 1. 28I 1 I
I (MODERATE 1 HIGH I LOW I.281 I I
I I I I I I I I I I
I I I I I I I I I I
I FLOODING I HIGH VATFR TA RIF 1 r- u I
I DEPTH KIND IIAONTHS 16EPTHjHARDNESSjDEPTH IHARDNESSIINIT.
_ SANITARY FACILITIES• y 40 �R F MATERIALI SEVERE-PERCS SLOWLY.WETNESS II I POOR-WETNESS.LOY STRENGTH
jSEPTIC TANK I II I
1 ABSORPTION ' 11 ROADFILL 1
I FIELDS I II I
I I SEVERE -WETNESS II I UNSUITED -EXCESS FINES
S
1 EWAGE II I
LAGOON 1 II SAND I
1 AREAS I
I I Il 1
I SEVERE -WETNESS II I UNSUITED -EXCESS FINES
f SANITARY 1 II 1
LANDFILL 1 11 GRAVEL 1
1 (TRENCH) 1 II I
I I SEVERE —WETNESS
i SANITARY I
I LANDFILL I
I (AREA) 1
II I POOR -WETNESS
II I
II TOPSOIL I
II I
It I HYD I POTENT
ALIGRPI FROST
I I POOR -WETNESS
DAILY 1 11_ _
COVER FOR 1 II j FAVORABLE -WATER MAbJU "EIT
I LANDFILL j II POND 1
RESERVOIR 1
AREA 1
_ COMMUNITY OEYELOPMENT C 1 1 I
(j,lE.CAVAT7:NS
SEVERE—WETNESSI WETNESS
SHALL1 11EMBANKMENTS I DIKES AND 1 j1 LEVEES I
I I SEVERE —WETNESS
1-DWELL [NGS 1 .- I1 I SLOW REFILL
I WITHOUT j I1 EXCAVATED j
I PONDS
BASEMENTS I II j
1 ( !!AQUIFER FED I
I ( SEVERE -WETNESS II I PERCS SLOWLY.FROST ACTION
I DWELLINGS
I WITH 1 II DRAINAGE 1
BASEMENTS I II I
I I SEVERE —WETNESS II I WETNESS
I SMALL I
I COMMERCIAL I II IRRIGATION 1
1 BUILDINGS I 11 I
I I SEVERE —FROST ACTION.WETNESS.LOW STRENGTH
I LOCAL
ROADS AND I
1 STREETS 1
1 LAWNS. i SEVERE -WETNESS
'LANDSCAPING 1'^"
1 AND GOLF 1
FAIRWAYS I
_—'5
j-QNj8L_LN ES
RPRETATION
IPASTURE AND I GROUP 3
1HAYLAND ] -
I I
11 I NOT NEEDED
II TERRACES I
II AND I
II DIVERSIONS 1
II I WETNESS
II GRASSED ]
II WATERWAYS 1
II I
MN0060 S O I L S U A V E Y I N 7 E R P R E T A T I O N 5
MLRA(S): 103
ELS. 11-73
TYPIC HAPLUDALFS. FINE -LOAMY. MIXED. MES1C
HAY[
..ram
THE HAYDEN SERIES CONSISTS OF DEEP WELL DRAINED SOILS FORMED IN GLACIAL TILL UNDER DECIDUOUS FOREST ON GROUND A
TERMINAL MOPAINES. TYPICALLY THEY HAVE VERY DARK -GRAY LOAM SURFACE LAYERS 2 INCHES THICK: DARK GRAYISH BROWN LC
SUBSURFACE LAYERS 7 INCHES THICK: BROWN AND YELLOWISH -BROWN LOAM AND CLAY LOAM SUBSOILS 34 INCHES THICK: AND ll
OLIVE -BROWN LOAM UNDERLYING MATERIAL. SLOPES RANGE FROM 2 TO 35 PERCENT SLOPES. MOST GENTLY SLOPING AREAS ARE
CECEU12- OT!)E@_A@EAS�ISEQ-E9�P�3SSlEE_StlII_EQBE,4Ia--- _____---__--
--------------------�_5➢11_EBaEES21ES_lAl--------------------------------------
DEPTH
I ! 1 IFRACTIPERCENT OF MATERIAL LESS USDA TEXTURE I UNIFIED ILIQU IMIT
I AAS MTd !>3 INI _Ided_ajQ__jl__slesce_dQ1_1 LIMIT
I 0-9 IL. SIL---------lieGill__4___1__14__1__44__1_2QQ-_-_-_ IMLs CL-ML IA-4 I O I l00 96-100 85-98 50-80 ) 20-40
19-431 C1r L ICL IA-7. A-6 1 0 195-100 90-98 80-95 55-75 ! 35-45
143-601L. CL ICL IA-6. A-4 1 0 195-100 90-98 75-90 50-70 120-40
I I I 1 I I I ! I 1 I I !
' 1
---------------1'---------1---------------1-----1-------- —------- ---
IDEPTHIPERMEABILITYI AVAILABLE I SOIL I SALINITY I SHRINK- I CORROSIVITY IEROSIONIWIND I l 1
I(IN.)I (IN/HR) IWATER CAPACITYIREACTIONI(MMHOS/CM)I SWELL I_-_____ _ICeGiQ@SIEROD.I
0 1----1---------- 1___IL_ _j (PH2j_— � bIlALL3IEEL__1tLMLBEIEI_K_�I_1fi8911P!
I -9 I 0.6-2.0 I 0.20-020-0.22 15.6-7.3 1 - 1 LOW I LOW IMODERATE1.371 4 1 6 I
1 9-431 0.6-2.0 1 0.15-0.19 15.1-7.3 1 - IMOOERATE I LOW IMODERATEI.37I
I43-60I 0.6-2.0 i 0.14-0.19 17.4-8.4 1 - i LOW i LOW I LOW 1.371... j .....
I
I I I I i I I
I I i I
---j-------------1---- ----j---� --LAM �,.�0 1-- —1--------1--------1---1---------------
FLOODING �..� a --------- - - - -------
I IMONTHS IOEPTH I HARDNESS I DEPTHEaHARONESSIINI@
DEPTH KIND T.ITOTALIGRPI
SEIl__1------1---- liltll_1--------1_tldl_1-__-____liiPll._1tIb1_1_ I
a. E8__------
1-------------___EANIIABY_EAcij
12-8X: MODERATE-PERCS SLOWLY
_-- — —�— — -------SatlBtE_tldlEEleL-------_—__-__
ISEPTIC TANK 18-I5%: MOOERATE-PERCS SLOWLY.SLOPE
� 2-13%1 FAIR -FROST ACTION
II
ABSORPTION 115+X: SEVERE -SLOPE
115-25%: FAIR-SLOPE.FROST ACTION
FIELDS I
II ROADFILL 125+X: POOR -SLOPE
!-----------1------------
II 1
I 1
--- ---11--- —------- 1-------------
2-7X: MODERATE-SLOPE,SEEPAGE
II
I SEWAGE 17+%: SEVERE -SLOPE
I UNSUITED
II
LAGOON I
I AREAS I
II SAND I
1 1 2-15%: SLIGHT `_—_--_---_----11---------
1-----------------------------------
I SANITARY 115-25%: MODERATE -SLOPE
II I UNSUITED -'
I)
I LANDFILL 1 25+%: SEVERE -SLOPE
I
(TRENCH)
! I
11 GRAVEL I
-------1---
II
---------- ------------11-----------1--------
I I 2-8X:
SLIGHT
SANITARY 1 6-I5%: MODERATE -SLOPE
______ ____ ______
II 1 2-B%: FAIR -THIN LAVER
-IR-THI
I LANDFILL 15+%: SEVEPE-SLOPE
!1 18-15X: FAIR -SLOPE sTHIN LAYER
I (AREA) i
II TOPSOIL 115+%: POOR -SLOPE
1------------1--------------------_
II I
I 12-15X: FAIR -TOO CLAYEY --------
—u--------1----------
DAILY ! 15+%: POOR -SLOPE
COVER FOR 1
II________________reIEB_!letleSEMEN2____—__-_____
LANDFILL I
II I FAVORABLE
POND I
RESERVOIR I
_ II AREA I
-_—_---__ 2-SX: MOOERLTE-TOO11------------ 1______________ 1 i 2-B%: MODERATE -TOO CLAYEY II I LOW STRENGTH
I SHALLOW 1 8-15%: MODERATE -TOO CLAYEY.SLOPE IIEMBANKMENTS I
IEXCAVATIONS 115+%: SEVERE -SLOPE II DIKES AND I
I II LEVEES I
------ -1 ----- 11--------- 1------------
I 12-8%4 MODERATE-SHRINK-SWELL.FROST ACTION — II I DEEP TO WATER
I DWELLINGS ! 8-15%: MODEPATE-SLOPE.SHAINK-SMELL II EXCAVATED I
( WITHOUT 115+%: SEVERE -SLOPE BASEMENTS If PONDS
I
1 I — IIAOUIFIER FEDI
12-8%: MODERATE -SHRINK -SWELL
DWELLINGS 18-15%: MODERATE-SLOPE.SHAINK-SWELL
WITH 115+%: SEVERE -SLOPE
EASEMENTS I -
12-4%: MODERATE-SHRINK-SWELL.FROST ACTION
SMALL 14-SX: MODERATE-SLOPE.SHRINK-SWELL
COMMERCIAL I B+X: SEVERE -SLOPE
BUILDINGS I
! 12-8%: MODERATE -FROST ACTICN --
I LOCAL I 5-15%: MODERATE-SLOPE.FROST ACTION
I ROADS AND 115+%: SEVEPE-SLOPE
STPEF_TS 1
I LAWNS. I—_-------
ILANDSCAPING I
AND GOLF I
I FAIRWAYS I
NOT NEEDED
11 DRAINAGE I
11 1
-----1----------
II ( COMPLEX SLOPE.ERODES EASILY
11 1
11 IRRIGATION I
II I
11--------1--------------
II I -
COMPLEX SLOPErERODESEASILY
11 TERRACES I
Ii AND I
II DIVERSIONS I
11------------ j----------------
II I ERODES EASILY.SLOPE
II GRASSED I
1I WATERWAYS I
II I
-__BES�SCNAL�hUFBPRETATICBS
IPASTURE AND I 0-18X: GROUP 1 -- 1
IHAYLAND 118-25X: GRCUP 2 I
125+%: GROUP B )