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Home My WebLink About030-1051-20-070 (2)r ► SEP 2 5 2023 t. s: Wis-, Depf,o(Sat9ty w Prof Issional Services SOIL EVALUATION REPORT Page / of�5 o,�f Z s� an" s a"_ -27 7 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, but but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. j 1 j Please print all information. R Y-, Date Personal information you provide may be used for secondary purposes (Privacy Law, S. 15.04 (1) (m)). Property Owner Property Location n Govt. Lot 114 -5 - 1l4 ._ � ,; T 7Z- �N R E (o Property Owner's Mailing Addreig§ Lot # Block # Subd. Na CSM#i"fit t 1 i City State , Zip Code Phone Number City [:]Village .[]Town Nearest Road j r ! i ( New Construction Use: Residential / Number of bedrooms Code derived design flow rate r' -� �'c % GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material � Flood Plain elevation if applicable General comments and recommendations: v U boringBoring # c ® pit Ground surface elev. % % ft. Depth to limiting factor in. Rnil Annlirafirv� Rafo Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft 2 ff#1 ff#2 r Boring # Boring Pit Ground surface elev._ ft. Depth to limiting factor in. Rnil Annlirafinn Rafa Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ' ff#1 ff#2 ' Effluent #1 = BUD > 30 < 220 mg(L and TSS >30 < 150 m L ' Effluent #2 = BOO < 30 mg/L and TSS < 30 mg/L CST Nam (Pie Prin Skin rem- CST Number Addr s Date Evaluation Conducted Telephone Number Property Owner L,/Parcel ID # R Boring # ElBoring pit Ground surface elev., ft. oCof 1 Depth to limiting factor in. Page — of Soil Annlination Rate W�fb?@ MM r4 M Redox Description �7MM M M/L��l,�l�rJ, M MMIW . =/�l�l MMMM aBoring, # ❑ Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr, Sz. Sh. nsistence Boundary Roots GPD/ft -ff#1 ff#2 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. 1-1 ❑ Pit Soil Annli�ation Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ' ff#1 ff#2 ' Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. SBD-8330 (R I I I1 1) E(2,xl� //,- j 0,�-P 5 --A (' ►/4 7 ,- /'P -/ CERTIFIED SURVEY MAP Located in part of the Southeast Quarter of the Southeast Quarter of Section 23, and part of the Northeast Quarter of the Northeast Quarter of Section 26, all in Township 30 North, Range 19 West, Town of St. Joseph, St. Croix County, Wisconsin, being Lot 2 of Certified Survey Map Volume 19, Page 4926, as Document No. 787567. OWNER: PURCHASE AGREMENT The parcel(s) shown on this map James V. Rouleau and HOLDER: are subject to State, County and Town laws, rules and regulations Kerry A. Rouleau BARN CHURCH INC. H/4 CDR., SEC. 23, ,- (i.e., wetlands, minimum lot size, 795 1 40th Avenue BILL ARRIGONI TWP. 30, RNG. 19--3 access to parcels, etc.). Before New Richmond, WI 1 382 FROG POND LANE (FOLRND ALUMlNLN1 y '03, N purchasing or developing any NEW RICHMOND, WI MONUMENT) !n ,t N parcel(s), contact the St. Croix CSM VOL. 29 E. LO LNE, SEI/4, SEC' rn County Community Development AG_6501 (S89 42'13"W) LOT 2 23. TWP. 30, RNG. 19--` Department and the Town Board S89 42'18"W for advice. 960.00' 320.03' _ 320.03' R 319.94' t LOTS MAY BY SUBJECT TO 1 1-NTH LW LDT 2 FUTURE SPECIAL ASSESSMENTS J FOR ANY UPGRADES AND IMPROVEMENTS TO THE ROAD. O ~O ^I CSM VOL. 19, PG. 4926 J LL 1_I • o �I LOT 2 LOT 3 W" LOT 1 201,864 SQ FT 201,064 SQ FT N 3 - 204, _ (4.634 ACRES±) l4.616 ACRESt) d V (4.697 ACRES±) o, LOT 2 o v O O M O N (� Z ZtO 00r^ Z, -THE eCH1 OF WAY I LOCATION FOR 140TH 1 AVENUE SHOWN HEREON 15 i SE COR.. SEC. 23, AND 1 AS SHOWN ON VARIOUS NE COR., SEC. 26. ALL i SURVEY MAPS OF RECORD-- `-------------------- IN TWP. 30, RNG. (FOUNP ALUMNUM N . 5S LINE, 5EI/4, SEC. 23, LINER --LLOT MONUMENT)------- TWP. 30, RNC . 19 n 2 In � Q h V7 O Y Q Z N �I J U 3 o41 1 UJo M 212.10 Ci 463_06' N89°21'23"E n N87°19 29"E 140TH AVENUE I CSM VOL_32 PG. 7222ol` CSM VOL. 25 PC.57701 DRIVEWAY NOTE: THERE IS AN EXISTING DRIVEWAY LOCATED ON SEE SHEET 2 OF 2 SHEETS LOT 1 OF CERTIFIED SURVEY MAP, VOLUME 26, FOR CURVE DATA TABLE PAGE 6023. SAID DRIVEWAY IS LOCATED 1 19' ± EASTERLY OF THE SOUTHEAST CORNER OF LOT 3 SHOWN ON THIS MAP AND IS UNABLE TO BE SHOWN GRAPHICALLY. COIV i * DANQ ¢0 2Z45 0 0RATER �/I MN i i C THIS INSTRUMENT WAS DRAFTED BY JESSE J. SCHNEIDER LEGEND NORTH 16 DENOTES ST. CROIX CO. MONUMENT (AS NOTED) O DENOTES SET 1'x24" IRON PIPE (1.315' O.D.) WEIGHING 1.40 LBS/LINEAR FOOT 0 • DENOTES FOUND 1" O.D. IRON PIPE ( ) DENOTES RECORDED BEARING / DISTANCE DENOTES PROPOSED DRIVEWAY LOCATION DENOTES EXISTING DRIVEWAY LOCATION P �z BOPRAY ENVIRONMENTAL SERVICES LLC, CONDUCTED AN ON -SITE EVALUATION FOR WETLANDS ON B-I8-23 AND NO WETLANDS WERE PRESENT PER USACE 87 MANUAL AND REGIONAL SUPPLEMENTS BEARINGS ARE REFERENCED TO THE EAST LINE OF THE SEl /4, SEC. 23, TWP. 30N, RNG. 19W, WHICH IS ASSUMED TO BEAR NO I *00'49W. Suee 200 1970 Norgr estwn Ave. S611—tw. MN 55082 Phone:51175.8969 F-' '1.275.8976 'IF -' rot CORNERSTONE LANC) SURVEYING, INC SHEET 1 OF 2 SHEETS CERTIFIED SURVEY MAP Located in part of the Southeast Quarter of the Southeast Quarter of Section 23, and part of the Northeast Quarter of the Northeast Quarter of Section 26, all in Township 30 North, Range 19 West, Town of St. Joseph, St. Croix County, Wisconsin, being Lot 2 of Certified Survey Map Volume 19, Page 4926, as Document No. 787567. OWNER: The parcel(s) shown on this map BARN CHURCH, INC. are subject to State, County and Town laws, rules and regulations 1382 FROG POND LANE EI/4 COR., SEC. 23 (i.e., wetlands, minimum lot size, NEW RICHMOND, WI TWP. 30, ANC. Iq__ � access to parcels, etc.). Before (FOUND ALUMINUM 3 purchasing or developing any MONUMENT) In the St. Croix CSM_ VOL. 29 0 0 n, o� parcel(s), contact County Community Development E. LINE, SEI/4, SEC. �b'OI PG. 6501 (S89'42'13"W) LOT 2 23, TWA. 30, RNC, iq-- o 0 tot Department and the Town Board — — — Z, Z S89°42�18"W for advice. 960.00' ELi 320.03'® 0 320.03' 319.94' col N ®-NORTH I LINE LOT 2 0 0 �I o ® I" ® C �I ? CSM VOL. 19, PG. 4926 J-- — — — - O �I w LOT 2 ® LOT 3 w 3 LOT 1 - 4 201,86SQ FT 201,064 SO FT C 3 3 - 204,606 SO FT -.�� _ (4.634 ACRES,) n (4.616 ACRES±) < _ O Q v y R (4.697 ACRES±) o m LOT 2 O O t0 ° o Zo n z z 2? LOTS MAY BY SUBJECT TO - - - - - - - - - - - - - - - - - - - - FUTURE SPECIAL ASSESSMENTS **THE RIGHT OF WAY SE COP., SEC. 23, AND p FOR ANY UPGRADES AND LOCATION FOR 140TH NE COP., SEC. 2E, ALL IN TWP. 30, PNC. Iq >- IMPROVEMENTS TO THE ROAD. AVENUE SHOWN HEREON IS I AS SHOWN ON VARIOUS i (FOUND ALUMINUM of p u Q 1 SURVEY MAPS OF RECORD** r10NUMEN")--_ w -S. LINE, 5EI/4, SEC. 23, TWP. 30. PNC. I� --SOUTH LINE I -CENTERLINE OF W LOT 2 1140TH AVE 3 C2 143.17' 319.89' -- C1 463.O�N89°21'23"E 212.10' 1°Ic-, E_ N89°21"18"E) J87°19'29"E 140TH AVENUTN 3 CSM VOL. 25 PG. 5770 CSM VOL_32, PG. 7222 Mw BOPRAY ENVIRONMENTAL SERVICES LLC, DRIVEWAY NOTE: O o CONDUCTED AN ON -SITE EVALUATION THERE IS AN EXISTING DRIVEWAY LOCATED ON O o Z� FOR WETLANDS ON 8-18-23 AND NO LOT 1 OF CERTIFIED SURVEY MAP, VOLUME 26. WETLANDS WERE PRESENT PER USACE 87 PAGE 6023. SAID DRIVEWAY IS LOCATED 11 9' + MANUAL AND REGIONAL SUPPLEMENTS EASTERLY OF THE SOUTHEAST CORNER OF LOT 3 SHOWN ON THIS MAP AND IS UNABLE TO BE LEGEND SHOWN GRAPHICALLY. DENOTES ST. CROIX CO. MONUMENT (AS NOTED) NORTH SEE SHEET 2 OF 2 SHEETS O DENOTES SET 1 "x24" IRON FOR CURVE DATA TABLE \y c D NS\4,1140 1.40 IPE (LBS/LINEAR )FOOT HIND 00 ud� DANIEL L • DENOTES FOUND 1 " O.D. THURMES 00 A eSule 0 IRON PIPE 5082 2456-000 % .89690 S71LLWATER � ( ) DENOTES RECORDED 0 1 s08976MN BEARING/DISTANCE LPhoWne nee1 Cq O 111 I=> PROPOSED %7 DENOTES CATION THIS INSTRUMENT WAS DRAFTED BYJESSEJ. SCHNEIDER DENOTES EXISTING BEARINGS ARE REFERENCED TO THE DRIVEWAY LOCATION EAST LINE OF THE SEl 4, SEC. 23, TWP. 30N, RNG. 19W, WHICH IS CORNERSTONE 0 DENOTES SOIL TEST ASSUMED TO BEAR N01'00'49"W. LOCATION LANL) SURVEYING, INC SHEET 1 OF 2 SHEETS