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HomeMy WebLinkAbout030-1050-60-000 (2)rEfC�CC� o A - 2023 Wis. De Se<vir s SOIL EVALUATION REPORT Pace of % Division o� 7��- in accordance with SPS 3t15, Wis. Adm Code County Attach complete site plan on paper not less than 81 /2 x 11 inches in size. Plan must Include, but not limited to: vertical and horizontal reference point (BM), direction and Paroel I.D.?alk 0� percent slope, scale or dimensions, north arrow, and location and distance to nearest road. — _ Please print all information. R by Date Personal Wormation you Provide may be used for secondary Purposes (Privacy Law. s. 16.04 (1) (m)). Property Owner Property Location Govt. Lot, 1/4 S 1/4 $ , T N R E (or Property Owner's Mailing Address Lot # Block # I Subd. Name or i i�dl State Zip Code Phone N ❑ City ❑ VMage 13Town Nearest Road 123 New Construction Use: Ill Residential / Number of bedrooms Code derived design flow rate '5%i"�0-') Z60 GPD ❑ Replacement / ❑ Pubkor commercial -,D�e�s rite- Parent matetia l rf l N� 1{ —!i IK cYL �' 1et�l-t4t(1 Flood Plain elevation ff applicable X ft- General comments and recommendations: Boring # u Boring ® Pit Ground surface elev. R Depth to limiting factor in. sryi anoWtOtion RatA M��M=r. r, � M" MEM ffi� WAMM����a�a�� FB°r'" g# ❑ � I ® Pit Ground surface elev. _2Z /3 ft. Depth to Inviting factor in. � tton Rate won " E t #1 = OD > 30 < 220 mglL and TSS >30 < 150 mg/L #2 = BOD < 30 mg/L and TSS 5 30 mg/L CST Name ( — Signa CST Number Date Evaluation Conducted Telephone Number SBD-8330 (RI 1111) " E t #1 = OD > 30 < 220 mglL and TSS >30 < 150 mg/L #2 = BOD < 30 mg/L and TSS 5 30 mg/L CST Name ( — Signa CST Number Date Evaluation Conducted Telephone Number SBD-8330 (RI 1111) Property Owner � �� �`i, Parcel ID # E Boring # ❑ Boring Elpit Ground surface elev. jfi5 ft. Depth to limiting factor ,V _ In. Page of Soil Application Rate Qu. Sz. Cont. Color F-1 Ong # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munseil Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. sistence Boundary Roots GPD/ft 2 ff#1 ff#2 Boring # ❑ Borng Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate M�MPMMMIMRIMW R-8-dox-Des-cription Qu. Sz. Cont Color " Effluent #1 = SOD 6 > 30 < 220 mgfL and TSS >30 a 150 mg/L ' Effluent #2 = BOD 5 < 30 mglL 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-M fRtSft I ;� 3a -�4/ �08 N U �'q �'-Z/ CONCEPT CERTIFIED SURVEY MAP LOCATED IN THE SE1/4 OF THE SE1/4 OF SECTION 22, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN, BEING LOT 1 OF CERTIFIED SURVEY MAP VOLUME 31, PAGE 7043, DOCUMENT NUMBER 1141647. z PREPARED FOR: SURVEYOR: 0 KURT & ELIZABETH CHRISTENSEN DOUGLAS J. ZAHLER W 101 E SECOND STREET AUTH CONSULTING & ASSOC. ^ W a RICEVILLE, IA 50466 2920 ENLOE STREET SUITE 101 O . = HUDSON, WI 54016 \lc w z o SCALE: 1 INCH = 200 FEET LEGEND ' .O emiio BUILDING SETBACK LINE o 200 100 0 200 FRONT: 75 FEET M $ SIDE: 20 FEET - !,, x VERTICAL CONTROL DATUM: NAVD 1998 REAR: 25 FEET xz& �u — —g¢p— — INDEX CONTOUR r INTERMEDIATE 2 - FOOT CONTOUR NORTH 12% TO 20% SLOPES 20%TO 25% SLOPES �— PROPOSED DRIVEWAY NO SLOPES 25%OR GREATER EXIST ON THIS PROPERTY PG. 5717\ C PLAT�OF B LAKE MEADOWS C. S. M. V0L. 24, I v I � T 2 —� \ 'LOT 3, LOTS — -LOT 1 LOT 2 LOTS V t N89'S1'44"E 1314.03'� 49.90' rrTRA;iiFDj ( J r 143RDAVE 1 _ 5�00� \` 1 Ado 8I� I ~ 9S0 OFF = ` i 1 LOT 1 � ` 1 = I 22.14 AC 9 r 8 So9110 t4 P IG�1 I 1I'1 yq j9°r y- � LOT2 )� z I -\L 1, C. S. M. 6, PG. 1728 12.28 AC l \ OCi N0.418427 u 1 QAo / I 1 5" EX/mNG TRAVELED TERRIER LANE 3'00' �L- --� - -- -� - - ___rrS89;39_4S"W927.97_-=__-=_— ---- ----T� f' Y'- UNPIATTEDLAN� �m NW39145"E 2619,88 --- r Wisconsin Department of Safety and Professional Services Division of Industry Services Page --L of J SOIL EVALUATION REPORT 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 percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. _ Please print all Information. Reviewed by Date Personal information u provide rmta be used for second u Primra t.aw, s. 15.04 1 m . Property Owner Property Location Govt Lots �� +/, S,L /. S T� N R C E (or) W Property Owner's Making Address Lot #�!B)—ock.# Subd. Name or CSM# State Zip Code Phone Number City village ®Towlm Nearest Road I ... � m . i; i i New Construction (Jsw. ®Residential/ Numberofbedrooms3=Z4-1- Code derived design flow rate CGPD�G� El Replacement ❑ Public or commercial - Describe Parent material /r) s,l//SP/ Flood Plan elevation if applicable ft. General comments and recommendations: Boring # ❑ Boring Pit Ground surface elev. AzA-lft. Horizon Depth Dominant Color Redox Description Texture In. Munsell Qu. Az. Cont. Color if ---13 2 Boring # Depth to limiting factor2Z,'2:-in. Structure I Consistence Boundary Roots Gr. Sz. Sh. ❑ Boring [� Pit Ground surface elev. ft. Soil Application Rate GPD/Fe 'Eff#1 •Eff#2 Depth to limiting factor 12_ in. CST (P Prjrttfj r Signature CST Number / Address Date Evaluation Conducted Telephone Number atiu-dJ3 SU (KQ4115) , a ® �2-Y [j] Bodm # pit OMW Surface eiev 2. Depth b bnbV faw,�a,. �� r rY .rti •! L� 0 ❑ � Ground surface a av It. ® tit tt � ® , ,� -.. , a. •! -7 Bam9 # oBoft ❑Pit Ground mrfe©e elev. fL. Dqft to li rAV fackw in. .• r4. ! :-.,i ! . . • '�:.. a !_�.• � r•'r- tr: -r - . ,I� Effluent #1= BOD, > 30 s 220 m9fL and TSS > 30 5150 not • B&mx t #2 = BOD. > 30 5 220 nv& aid TSS > 30 s 150 mg1L 1) C n I G, I H L art, _apd,3-oo-3 NORTH CERTIFIED SURVEY MAP LOCATED IN THE SE1/4 OF THE SE1/4 OF SECTION 22, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN, BEING LOT 1 OF CERTIFIED SURVEY MAP VOLUME 31, PAGE 7043, DOCUMENT NO. 1141647. PREPARED FOR: SURVEYOR: KURT & ELIZABETH CHRISTENSEN DOUGLAS J. ZAHLER 101 E SECOND STREET AUTH CONSULTING & ASSOC. RICEVILLE, IA 50466 2920 ENLOE STREET SUITE 101 HUDSON, WI 54016 SCALE: 1 INCH = 250 FEET LEGEND 250 125 0 250 — BUILDING SETBACK LINE FRONT: 75 FEET SIDE: 20 FEET VERTICAL CONTROL DATUM: NAVD 1988 REAR: 25 FEET — —940— — INDEX CONTOUR — — — — — — INTERMEDIATE 2 - FOOT CONTOUR CONTIGUOUS BUILDABLE AREA = C.B.A. �— PROPOSED DRIVEWAY NO SLOPES 25% OR GREATER EXIST ON THIS PROPERTY J �s C. S. M. VOL_. 24, PG. 5717 1/';,, r BASS'YA�CE MEN O�S is LOT 2 �� LOT 3 \� , LOT_4/I ,D LOT 1 TT 5 LOT ,2 r, , ,)LOT 3, 33-FOOT WIDE STRIP OF LAND ;MONUMENTED NORTH LINE l OWNED BY OTHERS (UNPLATTED) , e OF THE SE114 OF THE SE1/4 UNP�ATTED �' !' i1' "(�' • 1 ��///%/� ��,�� _ • -,,` N89°5144" E 1314.03'�.=- , t — —> >_ r i _ 8.00 =-- r0.= `=ACCESS EASEMENT=—ft--_ 127J.5 4 5 T NORTH LINE OF THE SOU 16.5 FEET OF E NORTH 49.5 FEET OF THE E1/4 OF THE SE1 4 s; •' l N f / �� l �II��aa�:.:4STJ'I I: f� 05�0\0\�111 a �� # (1 :'� f a3tra� ,arE {PRIG ATE`)' It �� SS E: 0 1 t 1 J LAND cn' -i i N r� �' Z ti (:�� , ,.;r..;,.. .::...... . N f ` ILn rn / IG) Ll n i J CONTOURS, SLOPES, C.B.A. & SOIL BORINGS