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Home My WebLink AboutCST-2021-088 030-2103-55-000C, AWisconsin Department o Safety and Prolsgnt*Vices i Page 1 of 2 Division of Indust Servic s AP7 L SOI EVALUATION REPORT ' n,unit`r 1➢k21 e with SPS 385, Wis. Adm. Code County Attach Complete site plan on p ° s 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. 030-2103-55-000 Please print all information. Re ewed bt�� Personal information you provide may be used for secondary purposes Privacy Law, s 15 04 1 m . Property Owner Property Location: Justin Wurzer (Buyer) Govt. Lot: NE %. NE % S 36 T 30 N R 19 W Property Address Lot # Block # Subd. Name or CSM# 1302 89TH ST 05 Duming and Lewis Addition City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road New Richmond WI 54017 Saint Joseph 89TH ST nNew Construction Use: M Residential/ Numberof bedrooms 4 Code derived design flow rate600 GPD ❑ Replacement ❑ Public or commercial — Describe: Y Parent material Loamy drift over sandy/gravelly outwash (Chetek-Onamia) Floodplain elevation if applicable 908.5 ft General comments and recommendations: Recommend in -ground conventional trenches between boring B1-B4 at 32-40' depth with 0.7agpd/ft2 loading rate LF = >108' (Between borings B1-B4) Note: Test area is outside of mapped floodplain. 1❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 100.30 ft. Depth to limiting factor >108 in. Cnill Annliratinn Ratp I 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 0-10 7.5YR 2.5/2 - sl 2fgr mvfr cw 2c-vf 0.6 1.0 2 10-32 1 OYR 4/6 - s Osg loose cw 2c-vf 0.7a 1.6a 3 32-92 1OYR 5/4 - cos Osg loose gw im-vf 0.7a 1.6a 4 92-108 7.5YR 4/4 - s-cos Osg loose - 0.7a 1.6a 'Horizon 3 hJ 5-10% rock gravel; Horizon 4 h1d 15-25% rock/gravel ❑❑ Boring Boring # ❑Q Pit Ground surface elev. 98.95 ft. Depth to limiting factor '112 in. 2 Snii Annliratinn Ratp Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' "Eff#1 -Eff#2 1 0-6 7.5YR 2.5/2 - sl 2f-mgr mvfr cs 2c-vf 0.6 1.0 2 6-16 7.5YR 3/4 - sl 2fsbk mfr cs 1c-vf 0.6 1.0 3 16-32 7.5YR 4/4 - sl 2mabk mfr-mf cw 1 m-vf 0.6 1.0 4 32-54 1 OYR 4/6 - s-cos Osg loose cw 1f 0.7a 1.6a 5 54-112 7.5YR 4/4 - cos Osg loose - 0.7a 1.6a 'Horizon 4 hd 5-10% ro gravel; Horizon 5 gad 5-15% rock/gravel CST Name (Please Print) Signature CST Number Ryan Becher SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 04/20/21 (651) 327-0074 F3 ] Boring # ❑ Boring 102.75 ❑■ -fbtt. "" "Ground surface elev. ft. Depth to limiting factor >108 in. Cnil Annliratinn Rafe 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 0-15 7.5YR 2.5/3 - sl 2fgr mvfr cs 2c-vf 0.6 1.0 2 15-31 1OYR 4/6 - s Osg loose Cw 1c-vf 0.7a 1.6a 3 31-76 1OYR 5/4 - s-cos Osg loose cw+ - 0.7a 1.6a 4 76-94 7.5YR 4/4 - s Osg loose cw - 0.7a 1.6a 5 94-108 1OYR 5/4 - s-cos Osg loose - - 0.7a 1.6a 'Horizon 4 ha 5-10% rock/C ravel; Horizon 5 had 5-25% rock/gravel ❑ Boring # ❑ Boring 9920 >108 Pit Ground surface elev. ft. Depth to limiting factor n. Cnil Annlirafinn Rat. 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 0-10 7.5YR 2.5/2 - sl 2fgr mvf cs 2c-vf 0.6 1.0 2 10-29 1 OYR 4/6 - s Osg loose cw 2c-vf 0.7a 1.6a 3 29-74 1 OYR 5/4 - cos Osg loose gw 1 m-vf 0.7a 1.6a 4 74-108 7.5YR 4/4 - s-cos Osg loose - 0.7a 1.6a 'H Horizon 4 hE d 15-20 % roc gravel Boring # ❑ Boring 0 Pit Ground surface elev. 97.50 ft. Depth to limitingfactor64 in. Rnil Annliratinn Rata 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 0-15 7.5YR 2.5/2 sl 2fgr mvfr ds 3c-vf 0.6 1.0 2 15-30 7.5YR 3/3 sl 2f-mabk mfr ds 2c-vf 0.6 1.0 3 30-47 7.5YR 4/4 - sl 1 csbk mfr gs 1 c-vf 0.4 0.7 4 47-64 1OYR 5/4 - sil 1fabk mfr cw 1vf 0.4c 0.6 5 64-77 1 OYR 5/4 f2d 7.5YR 5/8 & 7.5YR 5/2 Sid-Cl 1 mabk mfi cw 1 of 0.2 0.3 6 77-88 1 OYR 4/6 - s Osg loose cw 0.7a 1.6a 7 88+ 7.5YR 3/4 - cos Osg loose 0.7a 1.6a ` Effluent #1 = BOD, > 30:5 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 30 5 150 mg/L ,r ❑3 Boring # `: �, ❑ Boring ■❑-Pit- ' round surface elev. 102.75 ft. Depth to limiting factor >108 in. ',nil Anrliratinn Rate 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 0-15 7.5YR 2.5/3 - sl 2fgr mvfr cs 2c-vf 0.6 1.0 2 15-31 1 OYR 4/6 - s Osg loose cw 1 c-vf 0.7a 1.6a 3 31-76 1OYR 5/4 - s-cos Osg loose cw - 0.7a 1.6a 4 76-94 7.5YR 4/4 - s Osg loose cw - 0.7a 1.6a 5 94-108 1OYR 5/4 - s-cos Osg loose - - 0.7a 1.6a *Horizon 4 ha 5-10% rock/ ravel; Horizon 5 had 5-25% rock/gravel Boring # ❑ Boring 9920 >108 Pit Ground surface elev. ft. Depth to limiting factor n. ',nil Annliratinn Rate 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 0-10 7.5YR 2.5/2 - sl 2fgr mvf cs 2c-vf 0.6 1.0 2 10-29 1 OYR 4/6 - s Osg Icose cw 2c-vf 0.7a 1.6a 3 29-74 1 OYR 5/4 - cos Osg loose gw 1 m-vf 0.7a 1.6a 4 74-108 7.5YR 4/4 - s-cos Osg loose - 0.7a 1.6a -HHorizon 4 h d 15-20% rocl Jgravel Boring # ❑ Boring ❑■ Pit Ground surface elev. ft. Depth to limiting factor 64 g7.50 in. N Soil Application Rate 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 0-15 7.5YR 2.5/2 - sl 2fgr mvfr ds 3c-vfL02 1.0 2 15-30 7.5YR 3/3 - sl 2f-mabk mfr ds 2c-vf 1.0 3 30-47 7.5YR 4/4 - sl 1 csbk mfr gs 1 c-vf 0.7 4 47-64 1OYR 5/4 - sil lfabk mfr cw 1vf 0.6 5 64-77 1 OYR 5/4 t2d 7.5YR 5/8 & 7.5YR 5/2 Sid-Cl 1 mabk mfi cw 1vf 0.3 6 77-88 1 OYR 4/6 - s Osg loose cw 0.7a 1.6a 7 88+ 7.5YR 3/4 - cos Osg loose - - 0.7a 1.6a * Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 <- 150 mg/L * Effluent #2 = BOD, > 30 <_ 220 mg/L and TSS > 30 5 150 mg/L Designer. Ryon Bechel *All property lines not ♦ SYSTEM NOTES Certified Soil Tester. SP-111500001? ADVA N C E D drawn are >100ft from Benchmark I Septic Tank: Designer of Engineering Systems: D 2263-7 E N V I R 0 N M E N T A L system 1, Soil Boring P 1 1 Parcels under common ownership �1 and both are part of lot #5. Two separate tax numbers as lot is 11 divided by township boundary PIN:030-2103-50-000 1 1 Pump Tank: 'l/d Floodplain boundary PIN:030-2103-55-000 per SCC GIS data __--------_ \_ 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - / STA: __-------- % Anticapated Driveway -Recommend in -ground conventional benches between boring Bl-B4 at 32-0O' depth with 0.7agpNft' loading rate CO I -- -Depth to restriction =>108" (observation extent) r-------Z--- -Contour=100.00 IB5 -Slope =2-846(irregular contours) L — _ J_ o CDI New Pole Shed I 97•50 %i II i Oo �o I L — — — I -- BM2 = 105.00 L — — — — — — — J f1 1 Top nail in 30" pine O lllstrlbuUou: j � I QIVer 11 ,y ( IS above grade � BM2 � o 6 � i Z m co ±345' CL �i so / rn i �to east "- I OOP ►: �i rn P.L. LOCATION ^? o MAP (not to scale) �— Cli / i 1294 BM1 = 100.00 Top 1" PVC pipe „a (16" above grade) % i J PREPARED FOR: JustinWurzer(Buyers) I Site Address: **Well to be located >50ft 130289TH $T f from system components** SCALE New Richmond, WI 54017 IJ� mPID: 030-2103-55-000 2.23 Acres 1�Q1 20 0 40, Legal: Lot 05 Duing & Lewis Addition NE 1/4 NE 1/4 t S36 T30N R19W Certified Statement This system has been designed and evaluated in accordance with State and Local codes. The sail treatment area must remain protected from disturbance and/or compaction before and after Town of Saint Joseph construction. NO WARRANTY IS MADE THAT THIS SYSrf?A WILL CONTINUE TO FUNCTION INDEFINi111Y. System must be property maintained. Review your system's management plan for information on proper cars and Scale: 1° = 40' Date: 4/20/21 maintenance.