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Lake Saint Croix Beach, MN Code of Ordinances
LAKE ST. CROIX BEACH, MINNESOTA CODE OF ORDINANCES
TITLE I: GENERAL PROVISIONS
TITLE III: ADMINISTRATION
TITLE V: PUBLIC WORKS
TITLE VII: TRAFFIC CODE
TITLE IX: GENERAL REGULATIONS
TITLE XI: BUSINESS REGULATIONS
TITLE XIII: GENERAL OFFENSES
TITLE XV: LAND USAGE
TABLE OF SPECIAL ORDINANCES
PARALLEL REFERENCES
APPENDIX B: SOIL LOADING RATES FOR LEVEL A & B TREATMENT
 
Loading Rates for Determining Bottom Absorption Area for Trenches and Seepage Beds for Effluent Treatment Level A and Level B and Absorption Ratios for Determining Mound Absorption Areas using Detail Soil Descriptions
Texture
Texture Group
Structure
Consistence
Soil Loading Rate (gpd/ft2)
Mound Absorption Ratio
Type
Grade
Loading Rates for Determining Bottom Absorption Area for Trenches and Seepage Beds for Effluent Treatment Level A and Level B and Absorption Ratios for Determining Mound Absorption Areas using Detail Soil Descriptions
Texture
Texture Group
Structure
Consistence
Soil Loading Rate (gpd/ft2)
Mound Absorption Ratio
Type
Grade
Loading Rates for Determining Bottom Absorption Area for Trenches and Seepage Beds for Effluent Treatment Level A and Level B and Absorption Ratios for Determining Mound Absorption Areas using Detail Soil Descriptions
 
Texture
Texture Group
Structure
Consistence
Soil Loading Rate (gpd/ft2)
Mound Absorption Ratio
 
Type
Grade
 
Coarse Sand*
1
Single grain
Structureless
Loose
-
1.0
 
Weakly cemented friable
-
2.0
 
Cemented-firm
-
-
 
Medium Sand*
2
Single grain
Structureless
Loose
1.60
1.0
 
Weakly cemented friable
0.78
2.0
 
Cemented-firm
-
-
 
Fine Sand
3
Single grain
Structureless
Loose
1.00
2.0
 
Weakly cemented friable
0.12
2.0
 
Cemented-firm
-
-
 
Coarse and medium loamy Sand*
4
Single grain
Structureless
Loose
1.60
1.0
 
Weakly cemented friable
0.78
2.0
 
Cemented-firm
-
-
 
Fine and very fine loamy Sand
5
Single grain
Structureless
Loose
1.00
2.0
 
Weakly cemented friable
0.45
5.0
 
Cemented-firm
-
-
 
Coarse and medium Sandy loam
6
Prismatic, blocky, granular
Weak
Very friable, friable
0.60
2.6
 
Firm
0.45
5.0
 
Moderate or strong
Very friable, friable
1.00
1.3
 
Firm
0.60
2.6
 
Platy
Weak
Very friable, friable
0.60
2.6
 
Firm
0.45
5.0
 
Moderate or strong
Very friable, friable
0.60
2.6
 
Firm
-
-
 
Massive
Structureless
Very friable, friable
0.45
5.0
 
Firm
-
-
 
Fine and very Fine Sandy loam
7
Prismatic, blocky, granular
Weak
Very friable, friable
0.45
5.0
 
Firm
0.45
5.0
 
Moderate or strong
Very friable, friable
0.78
2.0
 
Firm
0.45
5.0
 
Platy
Weak
Very friable, friable
0.45
5.0
 
Firm
0.00
-
 
Moderate or strong
Very friable, friable
0.24
-
 
Firm
-
-
 
Massive
Structureless
Very friable, friable
0.45
5.0
 
Firm
-
-
 
Loam
8
Prismatic, blocky, granular
Weak
Very friable, friable
0.60
2.6
 
Firm
0.45
5.0
 
Moderate or strong
Very friable, friable
0.78
2.0
 
Firm
0.45
5.0
 
Platy
Weak
Very friable, friable
0.45
5.0
 
Firm
-
-
 
Moderate or strong
Very friable, friable
0.24
-
 
Firm
-
-
 
Massive
Structureless
Very friable, friable
0.45
5.0
 
Firm
-
-
 
Silt Loam
9
Prismatic, blocky, granular
Weak
Very friable, friable
0.60
2.6
 
Firm
0.45
5.0
 
Moderate or strong
Very friable, friable
0.78
2.4
 
Firm
0.45
5.0
 
Platy
Weak
Very friable, friable
0.45
5.0
 
Firm
-
-
 
Moderate or strong
Very friable, friable
-
-
 
Firm
-
-
 
Massive
Structureless
Very friable, friable
0.30
5.0
 
Firm
-
-
 
Clay loam, silty clay loam, Sandy clay loam
10
Prismatic, blocky, granular
Weak
Very friable, friable
0.30
5.0
 
Firm
-
-
 
Moderate or strong
Very friable, friable
0.60
2.6
 
Firm
0.30
5.0
 
Platy
Weak
Very friable, friable
-
-
 
Firm
-
-
 
Moderate or strong
Very friable, friable
-
-
 
Firm
-
-
 
Massive
Structureless
Very friable, friable
-
-
 
Firm
-
-
 
Clay, silty clay, Sandy clay
11
Prismatic, blocky, granular
Weak
Very friable, friable
-
-
 
Firm
-
-
 
Moderate or strong
Very friable, friable
0.30
5.0
 
Firm
-
-
 
Platy
Weak
Very friable, friable
-
-
 
Firm
-
-
 
Moderate or strong
Very friable, friable
-
-
 
Firm
-
-
 
Massive
Structureless
Very friable, friable
-
-
 
 
 
 
 
 
 
 
 
1.   This Department adopted Table IX in Minn. Rules 7080.2150 as now constituted and from time to time amended.
2.   This Department adopted Minn. Rules 7080.1910 to 7080.2020 as now constituted and from time to time amended.
3.   This Department adopted Minn. Rules 7080.2050 as now constituted and from time to time amended.
4.   This Department adopted Table XII in Minn. Rules 7080.2350 as now constituted and from time to time amended.
5.   All Trenches and Seepage Beds in accordance with Minn. Rules 7080.2050, as now constituted and from time to time amended.
6.   If the distribution media is in contact with soil with Soil Texture groups 2 or 3 in Table IX in Minn. Rules 7080.21501or a Percolation Rate of 0.1 to 5.0 minutes per inch in Table VI, the distribution of effluent must comply with Minn. Rules 7080.2060, as now constituted and from time to time amended.

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