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HomeMy WebLinkAbout020-1062-80-000 (2) Property Owner w ha 't Parcel ID# O2 O• Z� 0 0 • aOd 2- 3 Page of F-31 Boring# ❑nn Boring �* 1 0 J[�! Pit Ground surface elev. ft. Depth to limiting factor 7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft z in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. * ff#1 ff#2 I 0 • 15 /nyR 1. Z-FS bk Ze 5w ` Z . 15. 31 /oyRS � 51� 2-Fsbk 5h CS . Co . $ 3 oYR 5 A6 h cs o•50. /6jV A s c s �. ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Eonsistence Boundary Roots GPD/ft 2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. * ff#1 * ff#2 F-1 Boring# Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft z in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. * 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. SBD4330(k11/1 Q p p, PamPIA36 CSM c > F-AD VAID Ulb'NAL 3 . SL Page l of Wis. Dept.-ef-Safitp�nd Prof e I Services EVAL ON REPORT g Division of Safety and Bui '_ in accordance with SPS 385,Wis. Adm. Code County JCT. G[Z.O 0( Attach com Je plano� 6 not less t')yan 8 112 x e inches M size. Plan must p include,but tWimited to: �i al ao `eta►reference point(BM),direction and Parcel I.D. Z V • �d(P z • O Q• Q D O percent slope,scaiee4imens , arrow, and location and distance to nearest road. f �p :viewed Date print all information. � f Personal information�y"�,'R'lphie may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). property Owner i0N` `•q Property Location V[�• ? SAN P Y W R l T9 Govt Lot N W 1/45� 1/4 S 2 3 T 2 N R E(or)r�; Pro erty Owner's Mailing Address Lot# Block# Subd.Name or CSM# �31 �LL:�LY TZfl• ' 'FART OF A?? on• 1 AvueS—M�i✓TS � j3ou�upy City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road 1~ M t�05oN Wl 5'!0�(� ( 7rs )386 X133 t{vOSoN New Construction Use:CK Residential/Number of bedrooms Code derived design flow rate 0 GPD ❑Replacement ❑ Public or commercial-Describe: N ft. Parent material LOESS ourm SANV Y OV tUJA-5'-1f /Flood Plain •elevation if applicable General comments �{ lQCt -�L�u'c+ �vc�62 j'`tl��� _Y ti- d and recommendations: �.. ��p ��i�' 22- Area Spot Tested sy,M W for a wnventlonal ingmund system{P.O.W.T.S.) —5 LVZ,QL( 6Z �iU i Boring Boring# ^ Pit Ground surface elev. 0 ft. Depth to limiting factor >A(V in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots * ff#1 GP I ff# in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. z 1,,.,20 toyR y!o L 1,� 5K 3 "j7-SYR -- 5 l L Z=� s b>k CA 5 h 5 �-- S L 1f g R s h cs �- . y , 7 1o� 5 Boring (� Boring# n Pit Ground surface elev. �� •� ft. Depth to limiting factor /O in. Soil Application Rate Horizon Depth 4Dominant Color Redox Description Texture Structure onsistence Boundary Roots * ff#1 GPD/f�2 in. ell Qu.Sz. Cont.Color Gr.Sz.Sh. 2/2. L L. t 5bk. 3 y. 3 ?,5 yR 5 .._._--• G S o s A k G 5 — . 7 46 y 1!o I� Y s o s & . 7 G *Effluent#1 =BOD >30<220 mg/L and TSS>30 <150 mg/L *Effluent#2=BOD <30 mg/L and TSS <30 mg/L Signature{ `�117�� ` !�C CST Number CST Name(Please Print) 2Z t0 3 -7.5 gZoaERT 7ALORi r+tAT Address Date Evaluation Conducted Telephone Number 2s1�• JD *- AVA- 5MM VAUEy Wi. 58767 S- X2.'20( 7t5-171 •Y??2- SBD-8330(RI 1/11) w P LOO F FARM R©Ad aM°nc -P- < e� ,j m� '�`r(n !J 6>�� D osa m0 n _ W v, %.)0) CD S N 10 - 4 015 z -o it --------------- ----------.�. ul o rn O °G a C> c CQ Ig co m r I o c N Z I O N N fh W 0 p # '< c nl P SQ p_ N �\om =A O 0 � N p O a v, 70 r N � � I o g 67 f y Rv M6 , X133, CERTIFIED SURVEY MAP' O LOCATED IN PART OF THE NW1/4 OF THE SW1/4 OF SECTION 23, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN. LOT2 LOT1 C.S.M. V. 10,P. 2717, DOC. #512332 00°27'39"E S00 02719"E 678.90' Soo°27'39"E lqu 1327.97' KELLY ROAD 649.07' c S00°2739"E 678.89' w CD U) r' oul D D o W X o ' W C 37 � c= m � m V m — O O O z Z y Cn ° 0 D 0 0 0 00 v m z ; m Dz mDm o o O O cn � t' o I � >01 o m m m om �m I o m m n m v p y m O O Z O C O vj O Z 2 i _ D _ � y m co J D J D t0 M m n w n A 0 � � to p m� m� r Io O �' � -4 > D p -4 D T n PC) m � ' rn� Wc LDRO/F F rn m m D ° FARM ROAD D N Na m m S00°15'47 1E —� C,j a " m _ m 203.15' Io © z 33' CJ Im m r1v bn IG) ?T® m 2 z 0 O : 0, O IZ 0 z D cn OIL 0 N NN O C,� D - D O m co r y X g A cn 01 --I l' D=O.. rI „ m SD WD m z m CC) J r3 co m v — m m a r- A m m Z 0) G O p X U J Lo m co II 0 z0 C) N m (oA DZ � Z (� rn cn cn o m �O c cn �� z n 41 W ~ v N O r7 Om C cn � w Q v 0 X5 N r) Z m • p m cn � N 10 > om � iv ~ DA Om O IN f1 ? Z Z cil T 37 O®O ° _ F7 ° 0 00 M 00 D 203.15' —� ; A ° N0001 6'59"W 678.75' LOT 24 LOT 23 � m UNPLATTED LANDS EVERGREEN ESTATES 111 i o I — o rn 0 o � o f SHEET 1 OF 2 SHEETS PROPERV OWNER KernOn J. Bast SOIL DESCRIPTION REPORT Page 2 of PARCEL I.D. 020-1020-90 Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounclary Roots GPD/ftz in. Munsell Qu.Sz.Cont Color Gr. Sz.Sh. —Be—d-fFm—nch 1 0-18 10yr4/3 none sl 2mgr mvfr gw 2m .5 .6 2 18-53 10yr5/4 none fs Osg mvfr gw If .5 .6 3 10yr4 Ground 3 53-6 /4 none sl 2msbk mfr gw na .5 .6 elev. 4 63-84 10yr7/1 none liri*!stone residuum na na, np p Depth to -7-1 limiting 63-. U Remarks: Boring# 1 0-10 10yr4/3 none sl 2mgr mfr 9w 2m .5 .6 . 2 10-62 7.5yr4/6 none fs Osg mvfr gw 1m .5 :.6 L"J", 3 62-66 7.5yr4/4 none sl 2msbk mfr gw na .5 .6 Ground f elev. 4 66-84 10yr7/2 none limestone res1duum na na np :np 99.351t.s — �ow Depth to firniting U Remarks: Boring# 1 0-12 10 r4/3 none sl 2mgr mfr gw 2f .5 y .6 2 12-56 7.5yr4/6 none fs Osg mvfr gw If .5 .6 U 3 56-67 7.5yr4/4 none sl 2msbk mfr gw na. .5 .6 Ground elev. 4 67-84 10yr7/1 none limstone res Lduum na na np np 99,35- Depth to AA I limiting j (6711) Remarks: Boring# Ground elev. Depth to limiting factor Remarks: SBD-8330(8.05/92) isconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm.Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,but St. Croix PARCEL{.D.# not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or dimensioned,north arrow,and location and distan t-read. 020-1020-90 ' I R ED B DATE APPLICANT INFORMATION-PLEASE Fhb, i "IN#ORMt' O N P ROPERTY OWNER: �� �,E{ / PROPERTY LOCATION Kernon J. BAst AEU G . T NW 1/4 SW 1I4,S 23 T 29 ,N,R 19 6c(or)W PROPERTY OWNER':S MAILING ADDRESS - OT# BLOCK# SUBD.NAME OR CSM# 948 LaBar a Rd. `o `� '' � ' 22 n Evergreen Estates I CITY,STATE ZIP C PHO R CI ❑VILLAGE g]I OWN NEAREST ROAD Hudson, WI. 54016 775 ,'. ; Hudson Waldroff Fm. Rd. '' Addition to existing building ] New Construction Use[x] Residenh Nit�iber-ofbedrprSirrS, 2 [ ] 9 9 ( ] Replacement [ ] Public or com e Code derived daily flow 300 gpd Recommended design loading rate •5 bed,gpd/ft2 •6 trench,gpolft2 Absorption area required 600 bed,g2 500 trench,ft2 Maximum design loading rate •5 bed,gpd/ft2 -6 trench,gpdAt2 Recommended infiltration surface elevation(s) 9 - - R (as referred to site plan benchmark) Additional design/site co na Parent material IMESTONE UPLANDS Flood plain elevation,if applicable na h S=Suitable for system MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem EIS ❑U ®S ❑U ®S ❑U ®S ❑U ❑S Eau ❑S 13U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring# Horizon in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Tterldt 1 0-12 10yr4/3 none si 2mgr mvfr gw 2m .5 .6 1 2 12-66 10yr5/4 none fs Osg trtvfr gw if .5 .6 Ground 3 66-84 10yr7/1 none liniestone riis duum na na np np elev. 1�LQft. Depth to limiting Remarks: Boring# 1 0-15 10yr4/3 none sl 2mgr mfr gw 2m .5 .6 2 t 2 15-62 10yr5/4 none fs Osg mvfr gw if 1 .5 .6 �{ 3 62-66 10 r4 4 none sl 2msbk mfr gw na .5 .6 y / Ground elev. 4 656-81' 10yr7/1 none lirmstone residuum na na np np 100.111} Depth to limiting fStctar, Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200 e. New Richm nd WI 54017 Signature: Date: 6-17-99 CST Number: m02298 STEEL'S SOIL SERVICE Gary L. Steel Kernon J. Bast 1554 200th Ave. CSTM2298 NW-4SW4 S23-T29N R19W New Richmond, WI 54017 MPRSW-3254 town of Hudson (715) 246-6200 lot #22-Evergreen Estates II N 1"=40' BM.=top of 21, pvc p ipe @ el. 100.00, Alt. BM-= nail in dead poplar tree @ el. 101.80, 3$ v t A to V. f7 $g, f Gary L. sTeel 6-17-99 I I \ + k § � - \ e $ 2 0 7 � R � m Q �Nd t / � 2 � I § # 2 2 x 0 i § ■ k \ \ ' J � ; « t z ; i \ % « § % Cl) / § a B 2 2 1� _ ; G $ 7 l f _ 7 a w - k (D -� . § a f 2a} m § q q g I t § < / k § k_ z e z z z% % � t � � k � Kam \ E ' 2 § 0 (L k 7 m U) U) U) E 5 \ 3: § § § C 0 ; \ \ k } k k 2 » _ a I- o @ § § a m o o n cl m = 0 0 0 S � \ / 2 C2 7S \ k \ n t 1 § s ° � � � / & § 9 < / o n $ § k / 0) CL ) k m \ § § § o G 6 § 2 @ £ § B a = + \ k ) + / 2 m � k _ / 2 / § - _ - - g q 2 k » 0 2 ) \ 2 2 2 � k � I m i k 2 « IL # \ E c 0 a 2 \ 3 0) 0 .