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HomeMy WebLinkAbout032-1089-70-000Q�[ � u ' 6jT-0Q0as — la � • f 3 Wis. Dept of Safety and Pro i a Services 1 202,� S IL EVAL - LJ S G1 Page of Division of Safetyand Buildin s nn11 pp j f7 3A aL�cordance with S S 385, Wis. Adm. Code County Attach complete site plan on aper no ldhahee ) Y �ninc es in size. Plan must include, but not limited to: ve icaI and' r�0 oint (BM), direction and Parcel I.D. � 9 percent slope, scale or dime io�i rrow, and location and distance to nearest road. U 2- /�� 70'000 Please print all information. Review d bLA y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Z . Property Owner / Property Location 2 Q eern a rj � C �uiJe Q/�"C�/ Govt. Lot A16V 1/4/f/W1A S �7 T 3� N R i(Or CW) Gv �erty Owners Mailing Address Lot # Block # Subd. Name CSM# Pr O.`�� atvt. P4 rce 1 City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road �oftZC. DR 97,Z2f (563) W- 1319 - p. New Construction Use: WL Residential / Number of bedrooms --Y-- Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Pf H (f u ! (,t! �J Flood Plain elevation if applicable ft General comments V1^ k—510i.l and recommendations: �1 y0 � pii/ticr�xlcs�ee � .t J6-[' Y5.3 2.t RttPlacMas* rye• Boring FT Boring # ® Pit Ground surface elev. �00 ` 0 ft. Depth to limiting factor ��� in Soil A lication Rate ft 2 Horizon Depth in. Dominant Color Munsell 1 0-// DY i Z 11-,ZS �,SYk s/s 3 2.ss 3 / 7- s'rR y/ y 31-111 16ne 6/.. Redox Description Texture Structure onsistence Boundary Ro�ff7#1�j(ff#2 Qu. Sz. Cont Color Gr. Sz. Sh. 2 c,, A/AG /mq� � cC" c.- O' 8 �� c w � M c, 6 o, 8 N'4 /yj S 4S m 4- -" / o� 10,71/, # Boring Boring F2-1 ® Pit Ground surface elev. 9 7. S ft. Depth to limiting factor in. Soil Application Rate D/ft 2 Horizon Depth in. Dominant Coior Munsell o - 5, 2 g- 2l 3 21-37 7, s-Y� Redox Description Texture Structure onsistence Boundary Roots GP ff#1 ff#2 Qu. Sz. Cont. Color Gr. Sz. Sh. A/k 2�ns6 ��� c w C O, 6 0, 8 A SIC 1nS6& Mai C w a 0, 6 D< 8 Av 4 in S (), s-�- pill — w- 0, -7 * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L CST Name (Tease Print) Signature Address * Effluent #2 = BOD e < 30 mg/L and TSS < 30 mg/L CST Number/ Date Evaluation Conducted Telephone Number .S- Z S- z o Z 2_ 7'/S- 7,0 - 0 YSS- Property Owner Ve/iiGt�d 1/fat{��� Parcel I D # 032- 70-000 ❑ 3 Boring # ❑ Boring (f ® Pit Ground surface elev. r ft. Depth to limiting factor 117 in. Page 2 of Cnil en N—fi— R�+e Horizori. Depth in. Dominant Color Munsell Redo)t,Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots * GPD/ft s ff#1 * ff#2 I Dws /01-YZ - AIA- G /nip, /W,. ZC o+ y -61 � 2 S- /0 7ff'� s� /Vk G M,- G w 2 C G, 6 6,9 T /41-R 6/ h,1A AS 05 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. 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 1-1Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil�oDlication 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 * 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 fonnat, contact the department at 608-266-3151 or TTY through Relay. SBD-8330 (Rl1/11) OWNER Name ad &AIY-CH Address I-/'-120 SW C,-eIr-aA"A por*c4,,d 09. 97.2a,5- ABenchmark 1 TOP 1 �Uc �Ilpe �L, /OOP 0 Benchmark 2 T©0i %RUC ?,'?e ,EL, 97, 6 ❑ Soil Boring Suitable Area 1" = 40' Scale Page 3 of 3 Brian Parnell CST 231314 Date .S ' �.S- -W-U ■■■ /■■ ! ■/J■ MESS ■■ ;■■ _ ■ . Ebb i'■I�■■1 ■'' ■■ �'■■■■■�■10■0F /■■� ■ ■■■■M,, ■001■!" IA��■�/■■■■■■■■■I■■■■ EMS ■�OMNI ■ E�W„■■■■■� ■■■■■EOM w■ ■ ■■■■■■■■■■■ ■■■■■■■■ ■■■■■■■■r�■fir ■■■■■■■■■■■■■■■ ME ■■■■■■� ���%�■■■■■■■■■■■■■■■■■ ■ ■ ME M■■■■■■■■■■■■■■■ ■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■■ ■■ ■■ SOMEONE ■■■■■■■■■■■■■■■■■■ ■■■ ONE ■■■■■■■■■■■■■■■■■■■■■ MOM ■ ■■n■■■■■■n■■■■■■■■■■■■■■■■■ ■ r MARTELL CONCEPT LOT 5 190TH AVENUE HOFMEISTER EXISTING PARCEL LOT7 165.46' 1159.59' 9 s9 GRACIE ESTATES V / rn PARCEL M HTER w / N 10.0.00 ACRES rn 435,632 SQ. Fr. LOT 8 a 1188.70' V MR7 $r -� V o ac o n m m CA-� LOT 4 A w rn 70 7mC v CZELOISE ACRES z 0 188TH AVENUE m $ MARTELL PARCEL TO SELL 25.88 ACRES 1,127,185 SQ. Fr. Q t-CA` I I I I — J 165.49' 1178.77' AEI! GEC CIESM[�D CERTIFIED SURVEY MAP JUL U0 tUtL LOCATED IN THE NW1/4 OF THE NW1/4, SECTION 33, IN THE SW1/4 OF THE SW1/4, SECTION 28 AND St. Croix County IN THE SEi/4 OF THE SE1/4, SECTION 29 ALL IN T31N, R19W, TOWN OF SOMERSET, ST. CROIX Community Development COUNTY, WISCONSIN; INCLUDING LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 9, PAGE 2552, DOCUMENT NUMBER 489769. LEGEND ® SOIL BORINGS NOTE "A" ST. CROIX COUNTY SECTION CORNER POSITIONED ADJOINING PROPERTY INFO. FROM COUNTY COORDINATES. POSITION VERIFIED WITH MONUMENT AS NOTED OR TIES OF RECORD LOT 4 - CSM, V. 20, P. 5080, DOC. #808108 SCALE IN FEET 1" = 250' ❑ 3/4" X 18" IRON REBAR SET WEIGHING 1.50 LBS. PER LINEAR FOOT LOT 2 - CSM, V. 9, P. 2552, DOC. #489769 0 250 500 • 1" O.D. IRON PIPE FOUND i o LOT 1-CSM • 1 5/16" O.D. IRON PIPE FOUND (or as noted) I V. 8, P. 2193, DOC. #456847 I m z ■ 1 1/4" IRON REBAR FOUND I m 702.54' C NORTH LINE OF THE Sl/2 OF THE SW1/4 OF THE SW1/4, SEC. 29 o 0 �p u n o z O "' z m �n m O N89°47' 161 m r a 39.78' 01 m m o mlao� 39.81' 100.15' 654.46' SEPTIC VENTSO WELL LOT 1 30.78 ACRES 1,340,829 SQ. FT. C5rn-0-)'a?--014q � m �+ m m N rn �i � IP 190TH AVENUE � N \ R1 00a-41 yo-vv / N89°47'46"E 2716.10' 139.9 SOUTH LINE OF THE SWl/4, SEC. 29 1 _ — — — — _ — — NORTH LINE OF THE NW1/4, SEC. 33 1159.59' Z z 0 o N) y� ZI pN 00 o tp I A r W Z ;o O oil V rn zp V M m mI a cn r m I O ? a O z z I z O w Iw I 594.35' I I iC z N p o I to I I� 0 Icn I I I I I I� I I o � 594.35' S89°47'46"W 1188.70' LOT 2 25.88 ACRES 1,127,185 SQ. FT. 4D SOUTH LINE OF THE NW1/4 OF THENWI4 SEC. 33 1178.77' S89°59'30"W 1344.26' UNPLATTED LANDS THIS INSTRUMENT DRAFTED BY EDWIN FLANUM BEARINGS ARE REFERENCED TO THE NORTH LINE OF JOB NO: 22-50 DWG: CSM 3 THE NW1/4 OF SECTION 33, BEARING N8947'46"E. DRAFTED: 5/31/2022 FIELD: 4/16/2022 (ST. CROIX COUNTY COORDINATE SYSTEM). S89°47'46"W 33.00' 1358.05' /l z p vD dp m o IQ m �00 W 09 CO _ z z o- w N LOT4 N -ELOISE ACRES 91 188TH AVENUE 0 N Cil tD o LOT 5 m z iv z m O ,+ m in m m z n� w r w � SHEET 1 OF 2 SHEETS