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Home My WebLink About026-1027-20-002Wis. Dept of Safety �r+al��r4i sD SOIL EVALUATION REPORT Page / of Division of Safety an Buildings Q �n,t� MAR 2 0 U�D ccor nce with SPS 385, Wis. Adm. Code County � Attach complete sit I n�,pap,��,J�!iban 8 1/2 x 11 inches in size. Plan must t include, but not limi IX �YW ri�Q al reference point (BM), direction and Parcel I.D. �V4' 6 percent slope, scal ions, north arrow, and location and distance to nearest road. 7- 20_ �� 2 Please print all information. Reed by Date Personal information you provide may be used for secondary purposes (Privgcy Law, s. 15.04 (1) (m)). I /')', "' ( / Property Owner Property Location / p rt a I � �- /✓(@ n � C � �cC ( f � '� -Govt. Lot N% 1 /4 J tO1�14 S 8 T 3v N R � O ! (or)UpIJ Property Owner's Mailing Address el Lot jk Block # Subd. Name o CS r1i 163-7 City State Zip Code Phone Number El city ❑ Village ®Town Nearest Road Mew '�;c�n�o.�,� �v�� SY�z�I (7/�) 9L Zs°8 R; cGt n�o�, New Construction Use: L5 Residential / Number of bedrooms ( Code derived design flow rate G C GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material ��C�f h'4Jl �1Q; ^ Flood Plain elevation if applicable IV A -7z14 ? X ft. General comments �� f0 3 ,/�Qn�s o ��S LoeA',rf �c�TC UT �+rFFF#I and recommendations: rt f,nryr SySr�M rcie�L. 9 /, 3 Boring MBoring # ® pit Ground surface elev. qS4 ft. Depth to limiting factor �l d in. 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 2 ff#1 ff#2 /0YR 3i� �� L 2 �► rn w- c s 16f, 0.6 0, Z -�S 7, yR y/6 lnr "- c w D 6 60 3 s=/lo /oyes/ 4/A of0 M l^ - -- 0,sr /r 0 7S %� . /V'+ fry J z �� 3 ••Ds /h v �i Boring # Boring / r ❑ / 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. onsistence Boundary Roots GPD/ft z ff#1 ff#2 2 /- / 8 9,sty `/6 ///f Znj k MA, c 0, 6 /, o 3 /8 / //1 MA? -Pdl A- os TAR 6 N'� � cis -:. as moo * Fffi anf dt1 = Rr)n > 30 < 270 rnel!L and TSS >30 < 150 mn/l * Effluent 42 = ROD < 30 ma/L and TSS < 30 mall - CST Name (Please Pr t) r / Signature CST Number Nr,a't iamel( �K— 2313/Y Address Date Evaluation Conducted Telephone Number 39f 1 Y2 a o e S �P�J { f' U�� - 3 /�" z y 7/s- -760 "O yzs— \ Fi 1 1-X 5 JIIKI M I I Property Owner Dot e!J I -Dan ,'e1 & 1 740/t Parcel ID # J Z6 - /O 27 - 20 - 00 Z Boring # F-31 ❑Boring Q� ® pit Ground surface elev. Depth to limiting factor l/0 in. Page 2 of 3 Cnii Do+c 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 j 0.6 /4 X Z2 /1/," Z .ZM / Pl U lay CA J l ci f d 8 Z -33 ,s"YR l 11t1,4 .S/- 2mss6A M1R 4- /0-ka 4 , 6 / , a A„ 3„S� 0-5j Malox — ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annliratinn Ra4n Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. 7,onsistence Boundary Roots GPD/ft 2 ff#1 ff#2 F-1❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit 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 s > 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 altemate format, contact the department at 608-266-3151 or TTY through Relay. SBD-8330 (RI 1/11) OWNER Name P"a J o4- aan,`.e/ A/lIb? Ad ress l7 l4o ry �f Ct� R1 c h rV • 4(�1 s-'o/T AL Benchmark 1 Ndf' ( 1,1 poWel- Pole /Do. 0 Benchmark 2 ❑ Soil Boring J Suitable Area 1" = 40' Scale Page 3 of 3 Brian Parnell CST 231314 Date 3-/6--2 Y i e r D 6-(Z - 6- a I I � I i I i i T - l Cif i - I IU i ❑ - INDICATES LOCATION OF SOIL TEST. CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW 4 OF THE SW 4 OF SECTION 8, T30N, R18W, TOWN OF RICHMOND, ST. CROIX COUNTY, WISCONSIN. W 1/4 CORNER, SEC. 8 (MAG NAIL FND) N Im W IC I LOT 2 OF C.S.M. M VOL. 32, PG. 7218 w m -------------- U) =z �o 00 w w ZIn H-o z Y O W, 0 3 =�vlo Zppw 3ww� off= U]W-I W >m 1- a' � z sz zaps opa0 p U Z p U Z 0 1 o Olt U Z W Z p W W d 0 W ul U w O X J 016w00 I 86• �� I I N N s89°02'4r'w 33.00' -------- -- - 268.1' I �t I BUILDING PAD LL Q W W N Z O O O L� w I.- , 353.99------- I y I'------ --5 ---52.8T 320.99' I I DRAINAGE AND UTILITY EASEMENTS \ I I LOT 3 88,101 SQ. FT. (2.02 AC ) INCLUDING R / W x 0 X O 79,970 SQ. FT (1,84AC) °mo 1 3 EXCLUDING R I W Q O `n -IsWZ 4 X ❑ C' " W W 121 O W I NCO H Q � DRAINAGE AND W lL UTILITY EASEMENTS CC. I V I 33.OUt ----_-1--- --321.00---------�-- 5�------- En O Ln N 2 c'> r 0 O z 616' UNPLhITED LANDS I I SOUTH LINE OF THE NW 1/4 OF THE SW 114 I BEARINGS REFERENCED TO THE WEST LINE OF THE SW Y� OF SECTION 8. LINE BEARS M S00'38'31"E, ST. CROIX COUNTY COORDINATE SYSTEM. W NOTE: THESE LOTS ARE SUBJECT TO EXTRATERRITORIAL JURISDICTION OF THE 1� ch CITY OF NEW RICHMOND. ANY FURTHER cc! DIVISION OF THIS LOTS WILL NEED TO BE 0 REVIEWED REVIEWED BY THE CITY OF NEW RICHMOND. 0 LEGEND a SECTION CORNER (AS NOTED) E3 0.75" X 18" IRON REBAR WEIGHING SCALE IN FEET SW CORNER, SEC. 8 1.502 LBS. / LINEAR FOOT SET (1" STEEL SURVEY 0' 40' 80' MARK NAIL FIND.) ■ FOUND 3/4" DIAMETER REBAR I" = 80' jC%S SLAND UTIONS JOSEPH GRANBERG KRISTINE &•DANIEL DALTON DRAFTED BY: JWG 1428 134TH AVENUE 1637 100TH STREET JOB NO. 100-944 SHEET NEW RICHMOND, WI 54017 NEW RICHMOND, WI 54017 DATE: 04/22/2024 1 OF 2 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW 4 OF THE SW%4 OF SECTION 8, T30N, R18W, TOWN OF RICHMOND, ST. CROIX COUNTY, WISCONSIN. DESCRIPTION: A parcel of land located in the NW %4 of the SW %4 of Section 8, T301N, R18W, Town of Richmond, St. Croix County, Wisconsin, further described as follows: Commencing at the W/14 Corner of said Section 8; thence S00°38'31 "E 997.26' along the west line of the SW %4 of said Section 8 to the point of beginning of the parcel to be described herein; thence continuing along said west line S00°38'31 "E 246.12'; thence N89°56'28"E 354.00'; thence N00"38'31"W 251.65'; thence S89°02'47"W 353.99' to said west line of the SW %4 and the point of beginning. This description contains 88,101 square feet (2.02 acres) more or less and being subject to any easements, restrictions or covenants of record. SURVEYOR'S CERTIFICATE I, Joseph W. Granberg, Professional Land Surveyor, hereby certify that by the direction of Kristine & Daniel Dalton, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of the Wisconsin Statutes, the St. Croix County Subdivision Ordinance and the Town of Richmond Subdivision Ordinance and that this map is a true and correct representation to scale of that survey. JOSEPH GRANBERG DATE G&S LAND SOLUTIONS, LLC. 1428 134TH AVENUE NEW RICHMOND, WI 54017 715-246-7529 TREASURER'S CERTIFICATE I, DENISE ANDERSON, BEING THE DULY ELECTED, QUALIFIED AND ACTING TREASURER OF THE COUNTY OF ST. CROIX, DO HEREBY CERTIFY THAT THE RECORDS IN MY OFFICE SHOW NO UNPAID TAXES OR SPECIAL ASSESSMENTS AS OF , AFFECTING THE LANDS INCLUDED IN THIS CERTIFIED SURVEY MAP. BY: TREASURER DATE GENERAL NOTICE STATEMENT EACH PARCEL SHOWN HEREON IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS (i.e., WETLAND RESTRICTIONS, ACCESS TO PARCEL, MINIMUM LOT SIZE, ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST. CROIX COUNTY COMMUNITY DEVELOPMENT OFFICE AND THE APPROPRIATE TOWN BOARD FOR ADVICE. OWNERS'S CERTIFICATE OF DEDICATION AS OWNER / REPRESENTATIVE I HEREBY CERTIFY THAT I HAVE CAUSED THE LAND DESCRIBED ON THE CERTIFIED SURVEY MAP TO BE SURVEYED, DIVIDED, MAPPED AND DEDICATED AS REPRESENTED ON THIS MAP. I ALSO CERTIFY THAT THIS CERTIFIED SURVEY MAP IS REQUIRED BY &236.10 OR S236.12 TO BE SUBMITTED TO THE FOLLOWING FOR APPROVAL OR OBJECTION. (ST CROIX COUNTY ZONING). WITNESS THE HAND AND SEAL OF SAID OWNER THIS DAY OF , 2023, Kristine Dalton STATE OF WISCONSIN Daniel Dalton ) SS COUNTY PERSONALLY CAME BEFORE ME THIS DAY OF , 2023, THE ABOVE NAMED Kristine and Daniel Dalton TO ME KNOWN TO BE THE SAME PERSONS WHO EXECUTED THE FOREGOING INSTRUMENTAND ACKNOWLEDGED THE SAME. PRINT NAME ABOVE SIGNED NOTARY PUBLIC, WISCONSIN MY COMMISSION EXPIRES 5SURV(� JD EYOR: PREPARED FOR: S SOLUTIONS JOSEPH GRANBERG KRISTINE & DANIEL DALTON DRAFTED BY: JWG LAN 428 134TH AVENUE 1637 100TH STREET JOB NO. 100-944 SHEET N11-1 ON/VE/V NEW RICHMOND, WI 54017 NEW RICHMOND, WI 54017 DATE: 02/22/2024 2 OF 3