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5a. Septic evaluation_13160 182nd StreetInspect Mi"nnesota Minnesota & Midwest Soil Testing Brian HkinipaI - President - NJ PCA Licensed Designer, Inspector, ITlstaller. and PLL rllper Fcbruary 23, 2018 Mr. Lin Tonery (Buyer) 13160 182nd St N Scandia. NIN 55073 Subject- Sub -surface se%va a treatment systern site evaluation 13160 132nd St N, candia. a'~wM ; 5U73 Dear Jim, Flease find the attached invoice:, Soil pit logs, soil sarvey dala, and the aerial photography showing the approximate soil pit locations relative to subject property- Solt pits w e m performed surrounding an area of appro.Nimatcly 12,1 5 s;giiarc, fcal on the southwest par4 of the property- It i> my opiriion that this area will support primary and future sub -surface sewage treatment systems that will meet state nrid county requirements- The soil conditions indicate that an above ground type of systern (nioutid) could be installed in this area- Percolation rates at 12 inehcs, where a system wouEd be instal led, are expected to be bet+Peen 16 to 30 minutes per inch. After the exact location and size of Ric houselbuilding have been determined, a complete system) design showing lank siz", soil treatment system size and location, etc. will be required by the county. Additional soil pits andJor percolation tests may be required once the exact location of inlprovenients to the property have been &tc rrn i ni d - Areas that may be used for selvage treatment systems must. be fenced off prior to construction tco prevent access by construction equipment, which may harm the soils, rendering the arca unsuitable for a sub -surface seivago treatment system. Please be advised that tl1e Findings herein are based on my interprelad on of -lye site and soils. 111 no way Can 1 guarantee ihat a!Oii 1gton County %vill approve the installation of a sub -surface sewage trcaimenr syy.em on this property- I reconinyend obiaining a soil review from Washington Count-%- to irlSure that they will approve the soils for the installation of a system on this property; a Washington County soil review �kpp ieation i:� attached- In addilion, no in1erprctt16L)T1 of the soils relalive to the construction of building footings has been given. Nor has any indicalion been given relative to the future use of ihi�; property liocyond the suitability of the soils for a sub -Surface so%vage treatment systCM- I reC0111mcad contacting Washington County and the City of Scandia to verify that your proposed property improvernenis %vill be acceptable. Thank you very mach for allowlno me to dry this work. Plew carrot mo should you havuany questions, Sincereiy- Britu3 I I(IIII 1)aI Cc Brigg Backer — Keller W!II iarns. 1},{'t- 13 ox 3g- * Hugt), ,1.1 N 55()38 * Phone (65 1 ) 493-2692 - Fix (65 I) X41: -2t' 83 0 A%tF 4 F tA -fro i n 52' { 9' ' f f VC CV; r"r 1 17 W Sq F1 ����� Mfnd49"�� I��'71 51i�l�r�y4 WJp l I P -ftm,i L mc- 4 or -mm i2%. --v11 u*nate{ ir{++Tt ill K%i• 1iA 44Yp*+11 NA CL011{U1 47r r r� w ONCE NORTH It 0.0 f�r� 3 P1.1} ->u . I - L�$96 W-4 782ND ST. M„ �r • � �+o�.r�:lr r'r' ski — �99.61 L7fr3�?J PLEA'} a - 31. "III #fh r 4 SO IGO %7� LEGEND: 46 1 ovb* W r+A4- 0 Y! I ram rnl ..*th 41.* r F.6 IIILM I191HW .� IlICFec mwrjau■ Wr -Al -} lwa.ti■ali L1 I l0rnr+4 h{c40y D ftAd1b UCHG- 1I w GRlhl 4I�4�IIA I 1 •I----'-' 4atrxl •� � "� #�i • � � i �L .'.tNFf Y -rti - T;.4I _, x # �f far '�� ; _`- rA.� 4 R.Jti'f0 `, ' ry f s C+! *. Emme et40t+� f'r -41 i n 52' { 9' ' f f VC CV; r"r 1 17 W Sq F1 ����� Mfnd49"�� I��'71 51i�l�r�y4 WJp l I P -ftm,i L mc- 4 or -mm i2%. --v11 u*nate{ ir{++Tt ill K%i• 1iA 44Yp*+11 NA CL011{U1 47r r r� w ONCE NORTH It 0.0 f�r� 3 P1.1} ->u . I - L�$96 W-4 782ND ST. M„ �r • � �+o�.r�:lr r'r' ski — �99.61 L7fr3�?J PLEA'} a - 31. "III #fh r 4 SO IGO %7� LEGEND: 46 1 ovb* W r+A4- 0 Y! I ram rnl ..*th 41.* r F.6 IIILM I191HW .� IlICFec mwrjau■ Wr -Al -} lwa.ti■ali L1 I l0rnr+4 h{c40y D ftAd1b UCHG- 1I w GRlhl 4I�4�IIA I 1 •I----'-' 4atrxl Loa Of Soil Sorin � Location of Project: 13160 182nd St N Scandiia, MN 55073 Borings Bade 13y. Midwest Soil Testing Date: 2/21/18 Auger Used: Excavator Classification stern: USDA Pit Number. 1 Pit Number: 2 Boring Boring Location Location Depth In Soils Encountered Depth In Sails Encountered Inches Inches .0-6 7.SYR 2.S/3 Loam (Prismatic, Weak) 0-10 14YR 2/2 Loam (Prismatic, Weak) 6-18 7.SYR 3/4 Loamy Fine Sand With Gravel 10-28 10YR 316 Loam (PriSmatic, Moderate) {Blocky, Moderate) 15O10 Rork FraqrneritO With Gravel a10°lo Rock Fragments 18-28 7,5YR 314 Loarn (Prismatic, Weak) With 28-44 7,5YR 414 Silt Loam (PlatylModerate) With Few 5YR 5/8 Redox 5YR 518 Redox ;8-48 5YR 414 Loam (Platy/Strong) With Cemented Layers & Trace Of Redox End Of Borirr At: 48" End Of BariFlq At: 44" Redox Present At'. 18" Redox Present At: 28" Standing Water f'resert At; None Standing Water Present At: None Pit NUrnb r'; 3 Pit Number'. Boring Baring Location Locdti on Depth In Soils Encountered Depth In Soiis Encountered Inches Inch -es 0-11 7.5YR 2.5/3 Loamy Fine 5-artd (Prisrnaticr Moderate) 11-21 1OYR 4/4 Loamy Fine Sand (Prismatic, Weak) 21-44 7,5YR 4/4 Silt Loam (Prismatic, Weak) With Cemented Layers Arid 5YR 5/8 Redox End Of BarIng At: 44" Enc} Ot Boring At: Redox Present At, 211, Redox Present At: t__nding Water Present At: Mane 1 Standing Water Present At;