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Home My WebLink AboutCST-2023-279 030-1051-20-070CCCECCC SEP 2 5 2023 ZE Wis. Dept, of Safs ,and professional Services SOIL EVALUATION REPORT corn-,`' ' uildings 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 not limited to: vertical and horizontal reference point (BM), direction and pa l p percent slope, scale or dimensions, north arrow, and location and distance to nearest road. �1 < Please print all information. by Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location y . r Govt. Lot C 1/4 ,;_ 1/4 Property Owner's Mailing Addre Lot # Block # Subd. Name C City State Zip Code Phone Number ❑ City ❑ Village ®Town -zI i ?T Page �_ of 3� Date Al N R E (ord Nearest Road ( ) /-/ / - I3 New Construction User Residential ! Number of bedrooms - . Code derived design flow rate � < GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material . zz Flood Plain elevation if applicable , ft. General comments a� and recommendations:��' n,VIA); r 17/Boring # Bo , ® pit Ground surface elev. ft. Depth to limiting factor in. Snil Annliratinn Rafa Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft z ff#1 ' ff#2 { �� z 114 E Boring # � BoringEl Pit Ground surface elev. ' i`� ft. Depth to limiting factorn. Snil Annliratinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. 3onsistence Boundary Roots GPD/ft 7 ff#1 ' ff#2 � i-✓ "i ` Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 m51L ' Effluent #2 = BOD < 30 mg/L and f SS < 3U mg/L CST Name lease P#ht),, Slgrf Ure ! CST Number Addr6Date Evaluation Conducted Telephone Number Property Owner ;cc Parcel ID # Boring # Boring Pit Ground surface elev. (��R. Depth to limiting factor / 7 in. Page 1 --�2 of Coil Annlit-afinn Pnh- Redox Description Qu. Sz. Cont. Color a Boring # Boring 0 pit Ground surface elev. R. 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. onsistence 13oundary Roots GPD/ft 2 ff#1 ff#2 17 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. pitI Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft 1 ff#1 ff#2 ` Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD 5 < 30 mg1L 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 (RI 1111) uv A�°5--j 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. EI/4 COP., SEC. 23. (i.e., wetlands, minimum lot size, 795 140th Avenue BILL ARRIGONI TWP. 30, RNG. access to parcels, etc.). Before New Richmond, WI 1382 FROG POND LANE (FOUND ALUI`WJM a w purchasing or developing any NEW RICHMOND, WI CSM VOL. 29 MONi "IENT) !n ,* N 171 O{ parcel(s), contact the St. Croix E. LINE, SEI/4, SEC. rn t0 County Community Development Department and the Town Board PG. (S89 42'13"W) LOT 2 23. I TWP. 30, RNG. IQ--1 Z 2 I S89°42'18"W C:i{ for advice. 960.00' a -I 320.03' 320.03' 319.94' cps N{ 0' LOTS MAY BY SUBJECT TO I T LOT 2 LINE OI FUTURE SPECIAL ASSESSMENTS FOR ANY UPGRADES AND IMPROVEMENTS TO THE ROAD. F �I o UI �I CSM VOL. 19, PG. 4926 A � LOT 2 LOT 3 W LOT 1 201,864 SQ FT 201,064 SQ FT 3 3 204,606 SQ FT - (4.634 ACRES-_) (4.616 ACRES+) w o> Q R (4.697 ACRESt) o - m 51 � LOT 2 06 �_ q. �m ^O� ON Q� d ° dz O to z Z ry ----------� ssTHE RIGHT OF WAY LOCATION FOR 140TH I J AVENUE SHOWN HEREON IS i SE COP.. SEC. 23, AND of j AS SHOWN ON VARIOUS I NE COR_ SEC. 26. ALL SURVEY MAPS OF RECORD-* i IN TWP. 30, RNG. 19 ------ (FOUND ALUMINUM c .-S. LINE, SEI/4, SEC- 23, - -SOUTH LINE M014UMENT)---- -, i � 1 TWP. 30, RNC. IG j fl- i LOT 2 1 1 y__ _, 11°, 19 v z -- y - C1 463.06' N89°21'23"E , _N8212.f0'8-9�1 1E) 9°19,29 E 14-0TN AVENUE — I W M CSM VOL _32, PG. 7222 t` ICSM VOL. 25 PG.5770` o0 00 DRIVEWAY NOTE: �u THERE IS AN EXISTING DRIVEWAY LOCATED ON SEE SHEET 2 OF 2 SHEETS LOT 1 OF CERTIFIED SURVEY MAP, VOLUME 26, gOPRAY ENVIRONMENTAL SERVICES LLC, EASTERRLYLY OF THE SOUTHEASTT CORNER OFF LOT FOR CURVE DATA TABLE PAGE SAID DRIVEWAY LOCATED CONDUCTED AN ON -SITE EVALUATION OT 3 SHOWN ON THIS MAP AND 15 UNABLE TO BE FOR WETLANDS ON 8-18-23 AND NO SHOWN GRAPHICALLY. WETLANDS WERE PRESENT PER USACE 87 MANUAL AND REGIONAL SUPPLEMENTS DANEL OF N ll AN i 0 THIS INSTRUMENT WAS DRAFTED BY JESSE J. SCHNEIDER LEGEND NORTH J6 DENOTES ST. CROIX CO. MONUMENT (AS NOTED) O DENOTES SET Vx24' IRON PIPE (1.31 S' O.D.) WEIGHING 1.40 LBS/LINEAR FOOT 0 • DENOTES FOUND I' O.D. IRON PIPE ( ) DENOTES RECORDED BEARING/DISTANCE I=> DENOTES PROPOSED DRIVEWAY LOCATION — -� DENOTES EXISTING DRIVEWAY LOCATION 0 150 %7 BEARINGS ARE REFERENCED TO THE EAST LINE OF THE 5E1 14, SEC. 23, TWP. 30N, RNG. 19W, WHICH IS ASSUMED TO BEAR NOI*00'49 W. Suite 200 1970 NatlnrWs Ave. SO -ter, MN 5"2 Phone 651275.8969 Faa b51.275.8976 dar>�csau�' neI CORNERSTONE LANO SURVEYING, INC SHEET 1 OF 2 SHEETS SEP 275� � ;CopY 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. The parcel(s) shown on this map OWNER: are subject to State, County and BARN CHURCH, INC. Town laws, rules and regulations 1382 FROG POND LANE E',/4 COR., SEC. 23, (i.e., wetlands, minimum lot size, NEW RICHMOND, WI TWP. 30, PNG. Iq 3 access to parcels, etc.). Before (FOUND ALUMINUM 3 purchasing or developing any MONUMEN—) parcel(s), contact the St. Croix CSM VOL. 29, C, o C,I County Community Development E. LINE, 5EI/4, SEC. �Oi tp PG. 6501 (S89°42'13"W) LOT 2 23, TWP. 30, PNC. Iq--, o 0 Department and the Town Board — — — — z z for advice. S89°42�18"W — 960.00, �I 320.03'� 6) 320.03' 319.94' N t„ ®-NORTH LINE r LOT 2 O 0 o CSM VOL. 79, PG. 4926 ® ® ® UI ^I J LL F_I O �l 3 LOT 2 ® LOT 3 Q7 LOT 1 201,864 SQ FT 201,064 SQ FT 3 3 (4.634 ACRES±) 3 4.616 ACRES±) < O C - 204,606 SQ FT - _ ( Q. 0 0 (4.697 ACRES±) o M LOT 2 c O c' y�� R z z LOTS MAY BY SUBJECT TO -------------------,I �' v_ FUTURE SPECIAL ASSESSMENTS ..THE RICHT OF WAY SE COP., SEC. 23, ANC FOR ANY UPGRADES AND LOCATION FOR 140-H NE COP., SEC, 26, A'.-L IMPROVEMENTS TO THE ROAD. IN TWP, 30, RNC. 10 )- AVENUE SHOWN HEREON IS (FOUND ALUMINUM Wo II AS SHOWN ON VARIOUS I MONUMENT)---- v w SJRVEY MAPS OF RECORD.. 1 w N )3' --SOUTH LINE .-CENTERLINE OF LOT 2 ( 140TH AVE �\ T _ 3 _ C2 143.1T 1 319.89' Cf 463.O6N89°21'23"E `1 m 212.10' - - - (N89 21'18"E) �'87°19'29"E '� A`✓EPdLE_ TN87°19'24"E) �— W I CSM VOL 25 PL57701 CSM VOL 32, PG. 7222 �o _ O^ BOPRAY ENVIRONMENTAL SERVICES LLC, DRIVEWAY NOTE: Oo CONDUCTED AN ON -SITE EVALUATION THERE IS AN EXISTING DRIVEWAY LOCATED ON� FOR WETLANDS ON B-18-23 AND NO LOT 1 OF CERTIFIED SURVEY MAP, VOLUME 26, WETLANDS WERE PRESENT PER USACE 87 PAGE 6023. SAID DRIVEWAY IS LOCATED 1 1 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 1 C\0 N\S 111� PIPE (1.31 5" O.D.) WEIGHING �s ,4, IJ 1.40 LBS/LINEAR FOOT DANIELL l • DENOTES FOUND I"O.D. 1sio Norcnwes emen �e. j C THURMES Y' �/ IRON PIPE �_/ Stillwater, MN 55082 2456-008 % Phone 551.275.es6s 1 STILLWATER � ( )DENOTES RECORDED O 150 Fax s51.275.as7s �) MN BEARING/DISTANCE ........... �1�0 SURNEyOR � /7::> DENOTES PROPOSED DRIVEWAY LOCATION THIS INSTRUMENT WAS DRAFTED %7 BYJESSEI. SCHNEIDER DENOTES EXISTING BEARINGS ARE REFERENCED TO THE DRIVEWAY LOCATION EAST LINE OF THE SEI /4, SEC. 23, TWP. 30N, RNG. 1 9W, WHICH IS CORNERSTONE ® DENOTES SOIL TEST ASSUMED TO BEAR N01'00'49'W. LOCATION LANCI SURVEYING, INC SHEET 1 OF 2 SHEETS