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HomeMy WebLinkAbout010-1077-70-000 (2).I Wisconsin Department of Safety and Professional Services Page 1 o f Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, ST Croix but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 010-1077-70-000 Please print all information. Re 7V Personal information you provide may be used for seconds purposes Privac Law, s. 15.04 1 m . Property Owner Property Location: Matzek-Miller Construction (Builder) Loren Beebink (Owner) Govt. Lot: NW '/. NW % S 32 T 30 N R 16 W Property Address Lot # Block # Subd. Name or CSM# TBD 130TH AVE City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Emerald IWI 154013 1 1Emerald 130TH AVE/220TH ST ❑■ New Construction Use: ❑■ Residential/Number of bedrooms 5 Code derived design flow rate 750 GPD -7nr I L ❑ Replacement ❑ Public or commercial — Describe: Parent material Loess and silty deposits over sandy loam till (Magnor sil) Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend minimum 23" sand -lift POWTS mound on 100.00 contour with 0.4cgpd/f12 loading rate. LF = 13" (Re is ea ures 1-1 Boring # ❑ Boring ❑■ Pit Ground surface elev. 98.70 ft. Depth to limiting factor 14 in. Cnil AnnH— inn D�40 Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz `Eff#1 `Eff#2 1 0-7 10YR 3/3 - sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 7-14 10YR5/3 - sil 1fabk mfr gs 1m-vf 0.4c 0.6 3 14-20 10YR 5/4 1`1d 7.5YR 4/6 & 10YR 5/2 sil-I 2f-mabk mfr cw 1f-vf 0.6 0.8 4 (5% rock) 20-30 7.5YR 4/6 c2d 5YR 518 & 7.5YR 5/2 sl 1 csbk mfr-mfi 0.4 0.7 Boring # ❑ Boring 2❑ ❑■ Pit Ground surface elev. 100.00 ft. Depth to limiting facto 13 in. Cnil Annlin�4inn l7�}u Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 `Eff#1 `Eff#2 1 0-7 10YR 3/3 sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 7-13 10YR 5/3 - sil 2fabk mfr gs 1f-vf 0.6 0.8 3 (5% rock) 13-19 10YR 5/4 f1d 7.5YR 5/8 & 10YR 5/2 sil 2fabk mfr gs 1 f-vf 0.6 0.8 4 (5% rock) 19-32 7.5YR 4/4 c2d 5YR 5/8 & 7.5YR 5/2 sl 1 csbk mfr - 1vf 0.4 0.7 �3iiIIMAR:3BM]111 1NIF7rIgrcirejtFTTMI.-MO IIf 5.11 �2iirRSilFiiAB:its jnj ieworriar.irmw-r.T.m&4-zomismis maTiTL— CST Name (Please Print) Signature CST Number Ryan Bechel SP-111500001 Address Date Evaluation onducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 11/23/21 (651) 327-0074 JtlU-83JU (KU4/15) .0 3❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 100.30 ft Depth to limiting fact Q in. Coil ennli—fine DM. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-6 10YR 3/3 - sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 6-13 10YR 5/3 - sil 2fabk mfr gs 1f-vf 0.6 0.8 3 13-19 10YR 5/4 f2d 7.5YR 5/8 & 10YR 5/2 sil-I 2fabk mfr gw 1 f-vf 0.6 0.8 4 (5% rock) 19-34 7.5YR 4/4 c2d 5YR 5/8 & 7.5YR 511 sl 1 csbk mfr-mfi - 1 of 0.4 0.7 F 4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. gnil Gnnlirnfinn Rats Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 I *Eff#2 F 5 ] Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Gnnlirnfinn R�to Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L i Designer: Bechster. ADVANCED *a1 Property lines not Q Benchmark SYSTEM NOTES Septic Tank: oil T Certified Sol Tester. SP-111500001 drawn are >100fl from Designer of Engineering Systems: D 2263-7 E N 1 F o N M E n T A l system Soil Boring � T +I i I + + SCALE+ +0, + 20 40 + **Well to be located >50ft i from system components** + + � + + I + ` + + + i _` ` + + + + + I I It V + Pump Tank: + + + 1 Tree/Brush I t i I + + + + + I Line � �� r + + + + + + r 9 ��' I sra: + + �- - \\ }- + -Recommend mirimum 23' sanc[46 POINTS moved m + + 1 q \\ 1 d!r • I Tree/Brush �- + + 100.00 conlour Mh0.4gpde lokirg rate DTthtoresMcWn=l3'(RedoAmaphkleAwn) tt `$ \ I Lonar=loo.00 + + + I o��+ Line +.1� 4- + + + + + + + + i I Current grade / r t + I Distribution: -System w7 require dvbubon 96.70 / \ OO pressure T + + I / / \ + + ~ I i + + + owe � + Q� i + + // // +++++1` + + + �� rrry�re� + W + LOCATION MAP (rwt to -dW) + + + I + I I 3r I + LU + 130TH AVE oQ`� �� m� '� ' ► + G + + i +I I + + _ + + BM1 = 100.00 + + o I Top nail in 20" Oak / I N + + + +; tree (17" above grade) r + + ^� ` PREPARED FOR: + + + + + + - / o + + + +T� eS�BRUSFt + + / i + + Matzek-Miller Construction Site Address: TBD 130TH AVE , _ + + �- + + + + + + + r / BM = 102+.00 + + + , d + + + + + + + + --F7 i Top nail in 18" Oak {�ree (lV a bo4e ra g Emerald, W154o13 PID: 010-1077a0-000 40.0 Acres vd + + '+' + Legal: NW 1/4 NW 1/4 vd S32 T30N R16W Town of Emerald Cwnli,d o.a..-* This system hoe beer deelered and —k e d in occardance With stale and LEI codes. The -1 tre t—m Brea —st remain prateded ham diehrb— and/- —, ti- !rotate and dler—tr--tl— yak:: 1 40 11/23/21 NO WRRA TY S. MAM THAT THIS SYSTEM WILL CONTINUE To FUNCTION INDORNITELY. system must be property nwinlairwtl. Re — ywr systam'e ma,agm _ l— to,Intarmewn m Anger mra and mdnls,mce. .Date: 11/22/2021, 4:02:28 PM Conservation Easement ® Drainage Easement Public ROW SCC ArcGIS Web Map C Jf OL 22 PG k _ ..S}' !F y it e r ti t s asM 7 } a 1:4,514 0 150 300 600ft Lot Tax Parcels Flood Hazard Areas i1rI I I I . Limited Common Space or Park EM SubdivisionfCSM Boundaries CED ZONE A 0 40 80 160 m Private Right -of -Way © ZONE AE WDNR. SCC COD. SCC COD, FERIA, SCC COD Web Appsuilder for ArcGIS SCC COD I WDNR, SCC COD I SCC COD and SCC Highway Dept I FEMA SCC COD I CDD and NPS I National Gempatial-Intelligence Agency (NGA), Delta State University. Esd I 0 f Kevin Grabau From: Advanced Environmental <contactadvancedenvironmental@gmail.com> Sent: Monday, February 7, 2022 2:11 PM To: Kevin Grabau Cc: Benjamin Hetzel Subject: Matzek-Miller Construction Soil Test Report ERROR Attachments: SoilTest_Matzek-MilllerConstruction_REVISED.pdf Follow Up Flag: Follow up Flag Status: Flagged This email originated from an external source. Verify the legitimacy before clicking links or opening attachments. Kevin/Ben, I just caught an error on the soil test I submitted for Matzek-Miller Construction for Parcel 4010.1077.70.000, The soil test was completed in November 2021. The limiting factor and required mound sand lift in the "recommendation section" are reversed. I am attaching a REVISED soil test report to this email with the necessary corrections. Let me know if you have any questions. Sorry for the confusion. Thanks! -Ryan Advanced Environmental 779 Spring Creek RD S Red Wing, MN 55066 (651) 327-0074 contactadvancedenv.wixsite.com/septic 1