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11-06-2018 Septic Rock Bed Replacement Plans
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11-06-2018 Septic Rock Bed Replacement Plans
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Last modified
8/22/2023 5:13:13 PM
Creation date
9/29/2021 9:03:32 AM
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House Number
2650
Street Name
Fox
Street Type
Street
Address
2650 Fox St
Document Type
Septic
PIN
0411723410003
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Comments: <br />U of MN Onsite Sewage Treatment Program Soil Boring Log <br />Client/ Address: So -e- rr,4v1 Q— <br />Legal Description/GPS: Date: <br />-7 +c - S,—c--,f- — b—,y . <br />59D at,+ -5,4t ne + -A is. L" <br />Soil Parent Material(s): Outwash <br />Lacustrine Alluvium Loess Organic Matter Bedrock <br />Greouler <br />Weatc <br />Lome <br />Back/Side Slope Foot Slope Toe Slope <br />(circle one) <br />Vegetation: Soil Survey Map Unit(s): Slope {%): <br />Concentrations <br />µ j <br />Platy <br />Moderate <br />Friable <br />2 <br />LLQ <br />D 1�-Z�c <br />Depletions <br />. <br />P ockv c <br />Strang <br />Fin. <br />fraction <br />dee aI <br />MPI. <br />tart <br />Gltyed <br />S Gran <br />Loose <br />Extremely Firm <br />� <br />r' <br />+ <br />to <br />Massive <br />20* <br />Rigid <br />Comments: <br />U of MN Onsite Sewage Treatment Program Soil Boring Log <br />Client/ Address: So -e- rr,4v1 Q— <br />Legal Description/GPS: Date: <br />-7 +c - S,—c--,f- — b—,y . <br />59D at,+ -5,4t ne + -A is. L" <br />Soil Parent Material(s): Outwash <br />Lacustrine Alluvium Loess Organic Matter Bedrock <br />(circle all that apply <br />Weak <br />Landscape Position: Summit S til <br />Back/Side Slope Foot Slope Toe Slope <br />(circle one) <br />Vegetation: Soil Survey Map Unit(s): Slope {%): <br />Concentrations <br />µ j <br />Weather conditionstTime of Day: <br />Slope Shape: <br />Jauuratcu Jon <br />Depth (in) Texture Matrix Mottle Redox Indicator(s) I----Structure-------I <br />r..t...r�t rnlnrlcl Yl_Ai.. I.— h -11"t Sh... (,—A. rnncicf.nre <br />Comments: <br />PERCOLATION TEST REPORT SHEETS <br />CONDUCTED BY: Chip's Septic Design <br />P-1 Depth: 12 in <br />DATE: 8-15-10 <br />AAA s <br />Chip � I <br />Texture: CL Avera perc rate: 37.22 <br />Time <br />-- <br />Interval <br />Interval <br />Total <br />Granular <br />Weak <br />Loose <br />(min & sec) <br />Concentrations <br />(seconds) <br />Play <br />Moderate <br />Friable <br />2 <br />LLQ <br />D 1�-Z�c <br />Depletions <br />Gleyed <br />Block <br />Pnsmsuc <br />Strong <br />Loose <br />Firm <br />Extremely Finn <br />fraction <br />dee aI <br />MPI. <br />tart <br />0:00:00 <br />0:20:00 <br />single Gram <br />• 'W <br />Rigid <br />� <br />r' <br />+ <br />to <br />Massive <br />20* <br />2^0 <br />r0.63 <br />3'1.7 «� <br />tart <br />Granular - <br />Weak <br />Loose <br />Concentrations <br />Platy <br />Moderate <br />Friable <br />20 <br />21,00 <br />Gleyed <br />5 <br />BlocDepletions Prw otic <br />Single GraExtremely <br />Strong <br />Loose <br />Finn <br />Ex Finn <br />• /�,, <br />Massive <br />Rigid <br />0:00:00 <br />20 <br />2�l !3DZ <br />Granular <br />Weak <br />Loose <br />Concentrations <br />Platy <br />Moderate <br />Friable <br />1/,c, 77 <br />6 Z, <br />L <br />I J n. [)� <br />� � <br />Depletions <br />Gleyed <br />Bi.ky is <br />Strong <br />Loose <br />Firm <br />maty Firm <br />` <br />Single Grain <br />Rigid <br />Massive <br />g <br />Granular <br />Weak <br />Loose <br />Concentrations <br />Platy <br />Moderate <br />Friable <br />// <br />Depletions <br />Blocky <br />y <br />Strong <br />Loose <br />Firm <br />Extremely Film <br />Gleyed <br />Single Gram <br />Massive <br />Rigid <br />Granular <br />Weak <br />Loose <br />Conan[rations <br />Platy <br />rilay� <br />Moderate <br />Strong <br />Friable <br />Firm <br />Depletions <br />Gleyed <br />Single Gram <br />LO09e <br />Extremely Firm <br />Mnssrve <br />Rigid <br />GranWar <br />Weak <br />Loose <br />Concentrations <br />Ploy <br />Moderate <br />Friable <br />Depletions <br />P <br />Blocky <br />Prismatic <br />Strong <br />Firm <br />Gleyed <br />single Grain <br />Loose <br />Extremely Fin. <br />Massive <br />Rigid <br />Comments: <br />PERCOLATION TEST REPORT SHEETS <br />CONDUCTED BY: Chip's Septic Design <br />P-1 Depth: 12 in <br />DATE: 8-15-10 <br />AAA s <br />Chip � I <br />Texture: CL Avera perc rate: 37.22 <br />Time <br />Interval <br />Interval <br />Interval <br />Total <br />WatIwo <br />Water <br />Water <br />(min & sec) <br />(mintrtes) <br />(seconds) <br />Time <br />depth <br />drop <br />drop <br />rate <br />min <br />Interval a <br />fraction <br />dee aI <br />MPI. <br />tart <br />0:00:00 <br />0:20:00 <br />• 'W <br />� <br />r' <br />+ <br />to <br />0:20:00 <br />20* <br />2^0 <br />r0.63 <br />3'1.7 «� <br />tart <br />0:00:00 <br />to <br />_..... <br />0:00:00 <br />20 <br />21,00 <br />5 <br />•.40.� <br />tart <br />0:00:00 <br />• /�,, <br />to <br />0:00:00 <br />20 <br />2�l !3DZ <br />'0.6e <br />40.0 <br />
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