Santa Cruz County, California Right click this link to download this table Table ENG-2.--Construction Materials (Part 2) Click this link to see Part 1 Pacific Southwest MLRA Office Interpretations
The information in this table indicates the dominant soil condition but does not eliminate the need for onsite investigation.
The numbers in the value columns range from 0.00 to 0.99. The closer the value is to 0, the greater the potential limitation.
Values of 0 are absolute limitations based on the soil property criteria used to develop the interpretation. Values
closer to 1.0 have less of a limitation. Limiting features with values = 1 have absolutely no limitation and are not
shown in this report. Rating classes are determined by the most limiting value.
Fine earth fractions and fragment limiting features are reported on a weight basis.
A brief rating criteria summary and abbreviations are listed on the last page of this report.
______________________________________________________________________________________________________________________________
| | |
Map symbol |Pct.| Potential source of | Potential source of
and soil name | of | reclamation material | roadfill
|map | |
|unit| |
| |__________________________________________|__________________________________________
| | Rating class and |Value| Rating class and |Value
| | limiting features | | limiting features |
___________________________________|____|____________________________________|_____|____________________________________|_____
| | | | |
100: | | | | |
Aptos-----------------------------| 85 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.45 | Depth to bedrock < 40" |0.00
| | | | Slopes 15 to 25% |0.08
| | | | LEP 3 to 9 |0.95
| | | | |
101: | | | | |
Aptos-----------------------------| 85 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.45 | Depth to bedrock < 40" |0.00
| | | | Slopes > 25% |0.00
| | | | LEP 3 to 9 |0.95
| | | | |
102: | | | | |
Aptos-----------------------------| 85 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.45 | Depth to bedrock < 40" |0.00
| | | | Slopes > 25% |0.00
| | | | LEP 3 to 9 |0.95
| | | | |
103: | | | | |
Aquents---------------------------| 85 |Good source | |Poor source |
| | | | Wetness < 1' depth |0.00
| | | | LEP 3 to 9 |0.75
| | | | |
104: | | | | |
Baywood---------------------------| 85 |Poor source | |Good source |
| | WEG = 1 or 2 |0.00 | |
| | OM < .5% |0.00 | |
| | Sand fractions 75 to 85% |0.30 | |
| | AWC 3 - 6" to 60" depth |0.83 | |
| | | | |
105: | | | | |
Baywood---------------------------| 85 |Poor source | |Good source |
| | WEG = 1 or 2 |0.00 | |
| | OM < .5% |0.00 | |
| | Sand fractions 75 to 85% |0.30 | |
| | AWC 3 - 6" to 60" depth |0.83 | |
| | | | |
106: | | | | |
Baywood---------------------------| 85 |Poor source | |Fair source |
| | WEG = 1 or 2 |0.00 | Slopes 15 to 25% |0.08
| | OM < .5% |0.00 | |
| | Sand fractions 75 to 85% |0.30 | |
| | AWC 3 - 6" to 60" depth |0.83 | |
| | | | |
107: | | | | |
Baywood---------------------------| 85 |Poor source | |Poor source |
| | WEG = 1 or 2 |0.00 | Slopes > 25% |0.00
| | OM < .5% |0.00 | |
| | Sand fractions 75 to 85% |0.30 | |
| | AWC 3 - 6" to 60" depth |0.83 | |
| | | | |
108: | | | | |
Baywood Variant-------------------| 85 |Poor source | |Good source |
| | WEG = 1 or 2 |0.00 | |
| | OM < .5% |0.00 | |
| | Sand fractions 75 to 85% |0.30 | |
| | | | |
109: | | | | |
Beaches---------------------------| 96 |Not rated | |Not rated |
| | | | |
| | | | |
110: | | | | |
Ben Lomond------------------------| 85 |Fair source | |Fair source |
| | OM is .5 to 1% |0.50 | Depth to bedrock 40 to 60" |0.58
| | AWC 3 - 6" to 60" depth |0.93 | |
| | | | |
111: | | | | |
Ben Lomond------------------------| 85 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | AWC 3 - 6" to 60" depth |0.93 | Depth to bedrock 40 to 60" |0.58
| | | | |
112: | | | | |
Ben Lomond------------------------| 85 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | AWC 3 - 6" to 60" depth |0.93 | Depth to bedrock 40 to 60" |0.58
| | | | |
113: | | | | |
Ben Lomond------------------------| 30 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | AWC 3 - 6" to 60" depth |0.93 | Depth to bedrock 40 to 60" |0.58
| | | | |
Catelli---------------------------| 30 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.11 | Depth to bedrock < 40" |0.00
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | K-factor .10 -.35 |0.68 | |
| | | | |
Sur-------------------------------| 20 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | | | Slopes > 25% |0.00
| | | | Fragments >3" = 25 to 50% |0.79
| | | | |
114: | | | | |
Ben Lomond------------------------| 35 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | AWC 3 - 6" to 60" depth |0.93 | Depth to bedrock 40 to 60" |0.58
| | | | |
Felton----------------------------| 35 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | Clay 27 to 40% |0.98 | AASHTO GI 5 to 8 |0.78
| | | | LEP 3 to 9 |0.91
| | | | Depth to bedrock 40 to 60" |0.96
| | | | |
115: | | | | |
Ben Lomond------------------------| 35 |Fair source | |Fair source |
| | OM is .5 to 1% |0.50 | Depth to bedrock 40 to 60" |0.58
| | AWC 3 - 6" to 60" depth |0.93 | Slopes 15 to 25% |0.82
| | | | |
Felton----------------------------| 35 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | Clay 27 to 40% |0.98 | AASHTO GI 5 to 8 |0.78
| | | | LEP 3 to 9 |0.91
| | | | Depth to bedrock 40 to 60" |0.96
| | | | |
116: | | | | |
Bonnydoon-------------------------| 85 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | | | Slopes 15 to 25% |0.82
| | | | |
117: | | | | |
Bonnydoon-------------------------| 85 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | | | Slopes > 25% |0.00
| | | | |
118: | | | | |
Bonnydoon-------------------------| 45 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | | | Slopes > 25% |0.00
| | | | |
Rock Outcrop----------------------| 20 |Not rated | |Not rated |
| | | | |
| | | | |
119: | | | | |
Clear Lake------------------------| 85 |Poor source | |Poor source |
| | Clay > 40% |0.00 | AASHTO GI > 8 |0.00
| | SAR from 4 to 13 |0.40 | LEP 3 to 9 |0.25
| | OM is .5 to 1% |0.50 | |
| | | | |
120: | | | | |
Conejo----------------------------| 85 |Fair source | |Fair source |
| | OM is .5 to 1% |0.50 | LEP 3 to 9 |0.75
| | K-factor < .10 |0.99 | |
| | | | |
121: | | | | |
Conejo----------------------------| 85 |Fair source | |Fair source |
| | OM is .5 to 1% |0.50 | LEP 3 to 9 |0.75
| | K-factor < .10 |0.99 | |
| | | | |
122: | | | | |
Conejo----------------------------| 85 |Fair source | |Fair source |
| | OM is .5 to 1% |0.50 | LEP 3 to 9 |0.75
| | K-factor < .10 |0.99 | |
| | | | |
123: | | | | |
Cropley---------------------------| 85 |Poor source | |Poor source |
| | Clay > 40% |0.00 | AASHTO GI > 8 |0.00
| | | | LEP 3 to 9 |0.25
| | | | |
124: | | | | |
Danville--------------------------| 85 |Good source | |Fair source |
| | | | LEP 3 to 9 |0.63
| | | | |
125: | | | | |
Danville--------------------------| 85 |Good source | |Fair source |
| | | | LEP 3 to 9 |0.63
| | | | |
126: | | | | |
Diablo----------------------------| 85 |Poor source | |Poor source |
| | Clay > 40% |0.00 | AASHTO GI > 8 |0.00
| | | | LEP 3 to 9 |0.25
| | | | Depth to bedrock 40 to 60" |0.58
| | | | |
127: | | | | |
Diablo----------------------------| 85 |Poor source | |Poor source |
| | Clay > 40% |0.00 | AASHTO GI > 8 |0.00
| | | | Slopes 15 to 25% |0.08
| | | | LEP 3 to 9 |0.25
| | | | Depth to bedrock 40 to 60" |0.58
| | | | |
128: | | | | |
Dune Land-------------------------| 85 |Not rated | |Not rated |
| | | | |
| | | | |
129: | | | | |
Elder-----------------------------| 85 |Good source | |Good source |
| | | | |
| | | | |
130: | | | | |
Elder-----------------------------| 85 |Good source | |Good source |
| | | | |
| | | | |
131: | | | | |
Elder-----------------------------| 85 |Good source | |Good source |
| | | | |
| | | | |
132: | | | | |
Elkhorn---------------------------| 85 |Good source | |Fair source |
| | | | LEP 3 to 9 |0.86
| | | | |
133: | | | | |
Elkhorn---------------------------| 85 |Good source | |Fair source |
| | | | LEP 3 to 9 |0.86
| | | | |
134: | | | | |
Elkhorn---------------------------| 85 |Good source | |Fair source |
| | | | LEP 3 to 9 |0.86
| | | | |
135: | | | | |
Elkhorn---------------------------| 85 |Good source | |Fair source |
| | | | Slopes 15 to 25% |0.08
| | | | LEP 3 to 9 |0.86
| | | | |
136: | | | | |
Elkhorn---------------------------| 45 |Good source | |Poor source |
| | | | Slopes > 25% |0.00
| | | | LEP 3 to 9 |0.86
| | | | |
Pfeiffer--------------------------| 25 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.71 | Slopes > 25% |0.00
| | | | Depth to bedrock 40 to 60" |0.82
| | | | |
137: | | | | |
Fagan-----------------------------| 85 |Good source | |Poor source |
| | | | Slopes > 25% |0.00
| | | | LEP 3 to 9 |0.61
| | | | AASHTO GI 5 to 8 |0.78
| | | | Depth to bedrock 40 to 60" |0.82
| | | | |
138: | | | | |
Felton----------------------------| 85 |Fair source | |Fair source |
| | OM is .5 to 1% |0.50 | AASHTO GI 5 to 8 |0.78
| | Clay 27 to 40% |0.98 | LEP 3 to 9 |0.91
| | | | Depth to bedrock 40 to 60" |0.96
| | | | |
139: | | | | |
Fluvaquentic Haploxerolls---------| 50 |Good source | |Fair source |
| | | | Wetness from 1 to 3' |0.88
| | | | |
Aquic Xerofluvents----------------| 35 |Fair source | |Fair source |
| | OM is .5 to 1% |0.68 | Wetness from 1 to 3' |0.88
| | | | |
140: | | | | |
Hecker----------------------------| 85 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Slopes > 25% |0.00
| | OM is .5 to 1% |0.50 | Depth to bedrock 40 to 60" |0.58
| | | | |
141: | | | | |
Hecker----------------------------| 85 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Slopes > 25% |0.00
| | OM is .5 to 1% |0.50 | Depth to bedrock 40 to 60" |0.58
| | | | |
142: | | | | |
Lompico---------------------------| 40 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Depth to bedrock < 40" |0.00
| | AWC 3 - 6" to 60" depth |0.83 | LEP 3 to 9 |0.75
| | | | Slopes 15 to 25% |0.82
| | | | |
Felton----------------------------| 35 |Fair source | |Fair source |
| | OM is .5 to 1% |0.50 | AASHTO GI 5 to 8 |0.78
| | Clay 27 to 40% |0.98 | Slopes 15 to 25% |0.82
| | | | LEP 3 to 9 |0.91
| | | | Depth to bedrock 40 to 60" |0.96
| | | | |
143: | | | | |
Felton----------------------------| 35 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | Clay 27 to 40% |0.98 | AASHTO GI 5 to 8 |0.78
| | | | LEP 3 to 9 |0.91
| | | | Depth to bedrock 40 to 60" |0.96
| | | | |
Lompico---------------------------| 35 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Depth to bedrock < 40" |0.00
| | AWC 3 - 6" to 60" depth |0.83 | Slopes > 25% |0.00
| | | | LEP 3 to 9 |0.75
| | | | |
144: | | | | |
Felton----------------------------| 35 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | Clay 27 to 40% |0.98 | AASHTO GI 5 to 8 |0.78
| | | | LEP 3 to 9 |0.91
| | | | Depth to bedrock 40 to 60" |0.96
| | | | |
Lompico---------------------------| 35 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Depth to bedrock < 40" |0.00
| | AWC 3 - 6" to 60" depth |0.83 | Slopes > 25% |0.00
| | | | LEP 3 to 9 |0.75
| | | | |
145: | | | | |
Lompico Variant-------------------| 85 |Poor source | |Poor source |
| | Clay > 40% |0.00 | Depth to bedrock < 40" |0.00
| | AWC 3 - 6" to 60" depth |0.35 | AASHTO GI > 8 |0.00
| | OM is .5 to 1% |0.50 | LEP 3 to 9 |0.50
| | | | Slopes 15 to 25% |0.82
| | | | |
146: | | | | |
Los Osos--------------------------| 85 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.62 | Depth to bedrock < 40" |0.00
| | | | AASHTO GI > 8 |0.00
| | | | LEP 3 to 9 |0.47
| | | | |
147: | | | | |
Los Osos--------------------------| 85 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.62 | Depth to bedrock < 40" |0.00
| | | | AASHTO GI > 8 |0.00
| | | | Slopes 15 to 25% |0.08
| | | | LEP 3 to 9 |0.47
| | | | |
148: | | | | |
Los Osos--------------------------| 85 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.62 | Depth to bedrock < 40" |0.00
| | | | Slopes > 25% |0.00
| | | | AASHTO GI > 8 |0.00
| | | | LEP 3 to 9 |0.47
| | | | |
149: | | | | |
Madonna---------------------------| 85 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | OM is .5 to 1% |0.50 | Slopes 15 to 25% |0.08
| | | | |
150: | | | | |
Maymen----------------------------| 85 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | OM is .5 to 1% |0.50 | Slopes 15 to 25% |0.08
| | | | LEP 3 to 9 |0.87
| | | | Fragments >3" < 25% |1.00
| | | | |
151: | | | | |
Maymen----------------------------| 85 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | | | LEP 3 to 9 |0.87
| | | | Fragments >3" < 25% |1.00
| | | | |
152: | | | | |
Maymen----------------------------| 40 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | | | LEP 3 to 9 |0.87
| | | | Fragments >3" < 25% |1.00
| | | | |
Madonna---------------------------| 35 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | | | |
153: | | | | |
Maymen----------------------------| 45 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | | | LEP 3 to 9 |0.87
| | | | Fragments >3" < 25% |1.00
| | | | |
Rock Outcrop----------------------| 25 |Not rated | |Not rated |
| | | | |
| | | | |
154: | | | | |
Maymen Variant--------------------| 85 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | OM is .5 to 1% |0.50 | Slopes 15 to 25% |0.82
| | | | |
155: | | | | |
Mocho-----------------------------| 85 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | AASHTO GI > 8 |0.00
| | K-factor .10 -.35 |0.68 | LEP 3 to 9 |0.75
| | | | |
156: | | | | |
Aptos-----------------------------| 35 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.50 | Depth to bedrock < 40" |0.00
| | | | Slopes 15 to 25% |0.08
| | | | |
Nisene----------------------------| 35 |Fair source | |Fair source |
| | OM is .5 to 1% |0.50 | Slopes 15 to 25% |0.08
| | | | Depth to bedrock 40 to 60" |0.58
| | | | LEP 3 to 9 |0.75
| | | | |
157: | | | | |
Aptos-----------------------------| 30 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.50 | Depth to bedrock < 40" |0.00
| | | | Slopes > 25% |0.00
| | | | |
Nisene----------------------------| 30 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | | | Depth to bedrock 40 to 60" |0.58
| | | | LEP 3 to 9 |0.75
| | | | |
158: | | | | |
Aptos-----------------------------| 30 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.50 | Depth to bedrock < 40" |0.00
| | | | Slopes > 25% |0.00
| | | | |
Nisene----------------------------| 30 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | | | Depth to bedrock 40 to 60" |0.58
| | | | LEP 3 to 9 |0.75
| | | | |
159: | | | | |
Pfeiffer--------------------------| 85 |Fair source | |Fair source |
| | AWC 3 - 6" to 60" depth |0.55 | Slopes 15 to 25% |0.08
| | | | Depth to bedrock 40 to 60" |0.58
| | | | |
160: | | | | |
Pfeiffer--------------------------| 85 |Fair source | |Poor source |
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | AWC 3 - 6" to 60" depth |0.55 | Depth to bedrock 40 to 60" |0.58
| | | | |
161: | | | | |
Pinto-----------------------------| 85 |Good source | |Fair source |
| | | | LEP 3 to 9 |0.86
| | | | |
162: | | | | |
Pinto-----------------------------| 85 |Good source | |Fair source |
| | | | LEP 3 to 9 |0.86
| | | | |
163: | | | | |
Pinto-----------------------------| 85 |Good source | |Fair source |
| | | | LEP 3 to 9 |0.86
| | | | |
164: | | | | |
Dumps-----------------------------| 45 |Not rated | |Not rated |
| | | | |
| | | | |
Pits------------------------------| 45 |Not rated | |Not rated |
| | | | |
| | | | |
165: | | | | |
Riverwash-------------------------| 95 |Not rated | |Not rated |
| | | | |
| | | | |
166: | | | | |
San Emigdio Variant---------------| 85 |Fair source | |Good source |
| | K-factor .10 -.35 |0.37 | |
| | OM is .5 to 1% |0.50 | |
| | | | |
167: | | | | |
Santa Lucia-----------------------| 85 |Poor source | |Poor source |
| | Clay > 40% |0.00 | Depth to bedrock < 40" |0.00
| | AWC 3 - 6" to 60" depth |0.01 | Slopes 15 to 25% |0.82
| | OM is .5 to 1% |0.50 | |
| | | | |
168: | | | | |
Santa Lucia-----------------------| 85 |Poor source | |Poor source |
| | Clay > 40% |0.00 | Depth to bedrock < 40" |0.00
| | AWC 3 - 6" to 60" depth |0.01 | Slopes > 25% |0.00
| | OM is .5 to 1% |0.50 | |
| | | | |
169: | | | | |
Santa Lucia-----------------------| 85 |Poor source | |Poor source |
| | Clay > 40% |0.00 | Depth to bedrock < 40" |0.00
| | AWC 3 - 6" to 60" depth |0.01 | Slopes > 25% |0.00
| | OM is .5 to 1% |0.50 | |
| | | | |
170: | | | | |
Soquel----------------------------| 85 |Fair source | |Fair source |
| | K-factor .10 -.35 |0.68 | LEP 3 to 9 |0.75
| | | | |
171: | | | | |
Soquel----------------------------| 85 |Fair source | |Fair source |
| | K-factor .10 -.35 |0.68 | LEP 3 to 9 |0.75
| | | | |
172: | | | | |
Soquel----------------------------| 85 |Fair source | |Fair source |
| | K-factor .10 -.35 |0.68 | LEP 3 to 9 |0.75
| | | | |
173: | | | | |
Sur-------------------------------| 35 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | | | Slopes > 25% |0.00
| | | | Fragments >3" = 25 to 50% |0.79
| | | | |
Catelli---------------------------| 25 |Fair source | |Poor source |
| | AWC 3 - 6" to 60" depth |0.11 | Depth to bedrock < 40" |0.00
| | OM is .5 to 1% |0.50 | Slopes > 25% |0.00
| | K-factor .10 -.35 |0.68 | |
| | | | |
174: | | | | |
Tierra----------------------------| 55 |Poor source | |Poor source |
| | Clay > 40% |0.00 | AASHTO GI > 8 |0.00
| | AWC 3 - 6" to 60" depth |0.01 | Slopes 15 to 25% |0.08
| | OM is .5 to 1% |0.50 | LEP 3 to 9 |0.34
| | K-factor < .10 |0.99 | |
| | | | |
Watsonville-----------------------| 30 |Poor source | |Fair source |
| | Clay > 40% |0.00 | Slopes 15 to 25% |0.08
| | OM is .5 to 1% |0.50 | LEP 3 to 9 |0.62
| | AWC 3 - 6" to 60" depth |0.68 | |
| | K-factor < .10 |0.99 | |
| | | | |
175: | | | | |
Tierra----------------------------| 50 |Poor source | |Poor source |
| | Clay > 40% |0.00 | Slopes > 25% |0.00
| | AWC 3 - 6" to 60" depth |0.01 | AASHTO GI > 8 |0.00
| | OM is .5 to 1% |0.50 | LEP 3 to 9 |0.34
| | K-factor < .10 |0.99 | |
| | | | |
Watsonville-----------------------| 30 |Poor source | |Poor source |
| | Clay > 40% |0.00 | Slopes > 25% |0.00
| | OM is .5 to 1% |0.50 | LEP 3 to 9 |0.62
| | AWC 3 - 6" to 60" depth |0.68 | |
| | K-factor < .10 |0.99 | |
| | | | |
176: | | | | |
Watsonville-----------------------| 85 |Poor source | |Fair source |
| | Clay > 40% |0.00 | LEP 3 to 9 |0.62
| | OM is .5 to 1% |0.50 | |
| | AWC 3 - 6" to 60" depth |0.68 | |
| | K-factor < .10 |0.99 | |
| | | | |
177: | | | | |
Watsonville-----------------------| 85 |Poor source | |Fair source |
| | Clay > 40% |0.00 | LEP 3 to 9 |0.62
| | OM is .5 to 1% |0.50 | |
| | AWC 3 - 6" to 60" depth |0.68 | |
| | K-factor < .10 |0.99 | |
| | | | |
178: | | | | |
Watsonville-----------------------| 85 |Poor source | |Fair source |
| | Clay > 40% |0.00 | LEP 3 to 9 |0.62
| | OM is .5 to 1% |0.50 | |
| | AWC 3 - 6" to 60" depth |0.68 | |
| | K-factor < .10 |0.99 | |
| | | | |
179: | | | | |
Watsonville-----------------------| 85 |Poor source | |Fair source |
| | Clay > 40% |0.00 | LEP 3 to 9 |0.62
| | OM is .5 to 1% |0.50 | |
| | AWC 3 - 6" to 60" depth |0.68 | |
| | K-factor < .10 |0.99 | |
| | | | |
180: | | | | |
Watsonville-----------------------| 85 |Poor source | |Fair source |
| | Clay > 40% |0.00 | Slopes 15 to 25% |0.08
| | OM is .5 to 1% |0.50 | LEP 3 to 9 |0.62
| | AWC 3 - 6" to 60" depth |0.68 | |
| | K-factor < .10 |0.99 | |
| | | | |
181: | | | | |
Xerorthents-----------------------| 65 |Poor source | |Poor source |
| | AWC < 3" to 60" depth |0.00 | Depth to bedrock < 40" |0.00
| | OM < .5% |0.00 | Slopes > 25% |0.00
| | Sand fractions 75 to 85% |0.08 | |
| | | | |
Rock Outcrop----------------------| 25 |Not rated | |Not rated |
| | | | |
| | | | |
182: | | | | |
Zayante---------------------------| 85 |Poor source | |Fair source |
| | Sand fractions > 85% |0.00 | Slopes 15 to 25% |0.82
| | WEG = 1 or 2 |0.00 | |
| | AWC 3 - 6" to 60" depth |0.20 | |
| | | | |
183: | | | | |
Zayante---------------------------| 85 |Poor source | |Poor source |
| | Sand fractions > 85% |0.00 | Slopes > 25% |0.00
| | WEG = 1 or 2 |0.00 | |
| | AWC 3 - 6" to 60" depth |0.20 | |
| | | | |
184: | | | | |
Zayante---------------------------| 45 |Poor source | |Poor source |
| | Sand fractions > 85% |0.00 | Slopes > 25% |0.00
| | WEG = 1 or 2 |0.00 | |
| | AWC 3 - 6" to 60" depth |0.20 | |
| | | | |
Rock Outcrop----------------------| 30 |Not rated | |Not rated |
| | | | |
| | | | |
185: | | | | |
Water-----------------------------|100 |Not rated | |Not rated |
| | | | |
| | | | |
186: | | | | |
Dam-------------------------------|100 |Not rated | |Not rated |
| | | | |
| | | | |
___________________________________|____|____________________________________|_____|____________________________________|_____
The interpretation for reclamation material evaluates the following soil properties at variable depths in the soil: the amount
of sand, clay, fragments, the Wind Erodibility Group (WEG), available water (AWC), soil pH, salinity (EC), amount of
sodium (SAR), carbonates and susceptibility of the soil to erosion by water (K-factor).
The interpretation for roadfill source evaluates the following soil properties at variable depths in the soil: shrink-swell
potential expressed as linear extensibility percent (LEP), depth to rock or cemented pan, wetness, slope, soil strength
expressed as AASHTO Group Index Number (AASHTO GIN) and fragment content.