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3 (c) Preliminary Plat of Charliewood
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02-15-2018 Planning Commission Meeting
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3 (c) Preliminary Plat of Charliewood
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2/8/2018 1:07:56 PM
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�row Wi�g County Environmental Services � <br /> Site Suitability Form I <br /> A.rticle 3.2.F �', <br /> Property Owner Charles&Beverly Peterson Date 12/8/2017 <br /> nZailing Address: 28794 Hurtig Rd <br /> City/State/Zip: Pequot Lakes, MN 56472 <br /> Home Phone Number: Stonemark Land Surveying Cell: <br /> Site Address: TBD - Lot � <br /> C'ity/State/Zip: <br /> Legal Description: LO"1' 1 - S 300' of Lot l Lying W'ly of the 1�wp Road 134 � <br /> Sec. 27 Tvvp: 136 Range: 29 Township Name: City of Pequot Lal� � <br /> Parcel Number: 290-271-201-BAO-009 <br /> Lake/River: Mayo Lake/River Classification: GD <br /> Description of Soil Treatnnent Areas i <br /> (Proposed) Site#1 (Alternate) Site#2 I <br /> Disturbed Areas Yes No X Yes No X � <br /> Compacted Areas Yes No X Yes No X i <br /> Flooding Yes No X Yes No X ; <br /> Run on Potential � Yes No X Yes No X <br /> Limiting Layer Depth SBl +�g" SB2 SB] 56" SB2 � <br /> Slope% and Direction 10 - 15% 1-2% � <br /> Soil 1'exture SL to S SL to S � <br /> Sflil Sizing Factor .83/1.27 .83/1.27 j <br /> Landscape Position Knoll Side slope � <br /> Vegetation Types Wooded Wooded <br /> � <br /> Soil Sizing Factors/Hydraulic Loading Rates <br /> Perc. Rate Texture SSF HLR Perc. Rate Texture SSF GPD/Sq.Ft. <br /> <0.I Coarse Sand 16 to 30 [,oam 1.67 O.6Q <br /> , <br /> 0.1 to 5 Sand 0.8� I.?d 31 to 45 Silt Loam 2.0 0.50 i <br /> 0.1 to 5 Fine Sand 1.67 0.60 46 to 60 Clay Loam 2.2 0.45 <br /> 6 to l5 Sandy Loam 1.27 Q.79 >60 Clay Loam ""�*"` 0.24 <br /> � <br /> I <br /> Print Designer Name and License Number: Martin Joyce 2129 ! <br /> Address: ' <br /> City/State/Zip: <br /> H ome Phone Number: Cell: 218-820-2621 ' <br /> F.-Mail Address: joycem cr brainerd.net � <br /> i;y- %- r: i <br /> I�esigner Signature: ��`��-`' `���`"-� Date: 12/8/20l 7 j <br /> Comments/Driving Directions: Found adequate soils and area for 2 SSTS Type I drainf'ields. More <br /> sc�ils will be needed for a septic design. <br /> � <br /> �I <br /> Revision C 8 Febi-uary 2412 Page 1 of 3 il <br />
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