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Home My WebLink About032-2169-09-000 (2) • d RECEIVED 1 I -, - p. - 2 �,�i x Wisconsin *-pa 4 4 �!�-� ((��((`77SOIL EVALU' ION REPORT / (� Page 1 of 3 Division of Safety�/ rtC�'In6fh oll m+tf3 s. . Code I�! - 7 I in ... .a �?-. Attach complete site plan on paper not less( an 8 • - Plan, ust County ST.CROIX include,but not limited to:vertical and horiz. •tal re:- 1. 1 .i -cti. "and Parcel I.D. percent slope,scale or dimensions,north a �� i �� +i'1-?..- • • arest road. 032-2169-09-000 Please print all information. Re • by Dat Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). // 3� t� Property Owner / PropertyLocav^n / CUDD Brothers Construction �/ Go of ' f/4 SW 1/4 S 18 T 30 N R 19 E()W Property Owner's Mailing Address Lot# Block* Subd.Name or CSM# / 1645 River Ridge Road 9 - Quail Ridge City State Zip Code Phone Number ity ®Village QTown Nearest Road River Falls, 1 WI 1 54022 1 ( 715) 425-7614 34th Street Somerset 1 n New Construction Use;] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ®Replacement ® Public or commercial-Describe: Parent material outwash/till Rood Plain elevation if applicable NA ft. General comments and recommendations: Mound System-0.5 ft.sand fill-0.6 Loading Rate - R g.v c (If pre-treatment system-below ground drip irrigation) `.JB-�►7F I14�AIZZu Pg 3 3 'o�� `(.� sec I ✓ c, zt z Vic_ 1 Boring# 0 Boring Q Pit Ground surface elev. 96.00 ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont Color Gr.Sz.Sit *Eff#1 *Eff#2 1 0-5 1OYR2/2 - 1 3fgr ds as 3vf-co 0.6 0.8 11 2 5-14 - 1__ 1 2fs&abk ds cs 2vf-m 0.6 0.8 3 14-24 7.5YR4/6 - s( 2f-mabk ds cs 2vf-m 0.6 1.0 4 24-32 7.5YR4/6 - Is lmsbk ab lvf-m 0,7 1.6 5 32-60 7.5YR4/6 t2f 10YR5/6 s&si Osg mvfr -- lvf-m 0.6 1.0 2 Boring# fl Boring - 101.50 30 n Pit Ground surface elev. ft. Depth to limiting factor in. I Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff 1 in. Munson Qu.Sz. Cont.Color Cr.Sz.Sh. ( *Eff#1 *Eff#2 1 0-5 1OYR2/2 3f mab\ ds as 3vf-m 0.6 0.8 .__.__L 2 5-14 1 It - 2f-ma&sabk ds as 2vf-m 0.6 0.8 3 14-24 7.5YR4/6 - - 1 2f-mabk ds y ab 2vf-m 0.6 1.0 4 24-30 7.5YR4/6 - Is 2f-ma&sbk ds as lvf-f 0.7 1.6 5 30-64 10YR3/4 f2f 10YR4/6 cl 2mpr mfr ab -- 0.4 0.6 6 64-70 7.5YR4/6 c2f 10YR6/4 s Osg ml -- -- 0.7 1.6 *Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOO,<30 mg/L and TSS<30 mglL CST Name(Please Print) ,Fignature CST Number Mary Jo Hollister i/r/ 1 Address 224832 Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 09-03-04 (715)426- 1775 1 (LOT q) Property Owner CUDD Bros.Construction Parcel ID# 032-2063-80- 100 Page 2 3 of 0 Boring 3ng it Q Pit Ground surface elev. 98.00 ft. Depth to limiting factor 63 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff? ,�n in. Munsell Qu.Sz. Cont.Color . - . *Eff#1 "Eff#2 I 'Y�VR 1 0-7 l0YIt2i2 I 3f-mabk ' ds ab 3vf-co 0.6 0.8 [,� 2 7-34 IOYR2/2 ■ — I e___;yid ds cb 2vf-co 0.6 0.8 (+t 3 34-51 10YR3 4/ , O t sit r 2fabk 1 mfr ab lvf-m 0.6 0.8 J j 4 51-63 10YR3/4 4, " It iiii—VW sil . 1 mabk_ddi mfi aw -- 0.4 0.6 C 5 63-68 7.5YR4/6 f2d 10YR4/6 s Osg ml — — 0.7 1.6 t i • If' j-- / 4 Boring# Boong 95.75 �� i Q r rirl _0 r1 (,`tat/ Ground surface elev. ft, 30 u• f r pit Depth to limiting factor Soil ApplicUOn Rat i:(11 r Horizon Depth Dominant Color Redox Description Texture" Structure Consistence ndary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color f,t1� *EOM *Eff#2 itio Al 0 5 IOYR2/2 — 3 ds as 3vf-co 0.6 1.0 2 5-11 10YR2/2 — -ma., ds as 2vf-co 0.6 1.0 3 11-26 10YR3/4 — is ds as 2vf m 0.7 1.6 4 26-30 10YR3/4 — it ds as lvf-m 0.7 1.6 5 30-36 T0YR3/3 f2f 10YR3/6 Is ds aw lvf-f 0.7 1.6 6 36-44 10 /6J f2f 10 /6 s g dl aw -- 0.7 1.6 7 4460 7.5YR3/4 c2f 10YR4/6 I(,s�&s/� Osg r �y ml ,, —/ /� -- 0.7 1.6 /� Boring# ED Boring 64--1';llW� `�, (0aN I , d/ Y l tt S (f-if t o V fl o S� 141-7fG,re. a Pit Ground surface elev. V' fi: (J Depth to limiting factor _in. Soil Application Rate Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. *Eff#1 "Eff#2 *Effluent#1=BOO,>30<220 ng/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/-and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330Test(R 07/00) 1 I+ PI-Of PLAN P 3 firVER YOWteR:Cu MBros,ctMbt%gal Lt aV /' 4/4 .T ►._. #I s/UUl t'oKA`ROPPII�FOR _ ► . c �V- &SSA; 610 /L .00' (► + .k.. -.. a1 " �! . f1 i1 - - G®-t2 JPfKE fAid€�1tL'iJ ffTCORiL`cR ,misers,M. I 1_501, W/ =a NO COMM:y SMta CMS • Lot ci 1t CIS cc cR VAL- ` _ EL I'iZ 4 (0 g EL ►ot.5' nog ra • ?11‘441S (NAM! PROPERTy L-ihm f I' • . ''2 w • 'S � � f ino+K 5555§§ a �aN z kb,: ..,. ..--- ril `.• `, C --_ �� .41'4 LE M.19.0 LOON --4— 1112111i1111 \• � N 3RL iO3r«nu3N' .---- ETtle __ —T� — , 00 \ `,:fit. Q :..,--A 0 1.1 N � � .• �� % f. 1..\ yAWE8L 3.44.15,£ON \ ";.,--:5:t: �\ b O 98 • 'f�f i ` 9Z' •.y rzs ADS O 4 4a 4 ii 7 .p. t...,�f-- > 1 r o .Izl trJ n n a b J O pl m ° 3,1 i I 11; � ' >:i ;-,,t6�� • - " � o � y yd J F \: : / i • ti7 y• Q. : y '11: . ig----- o __ � C) y 7d C CA . 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PjF � 6'o X,o I�lul 0 Vt 41? c$z" 2 1 I ID<I gM M me m i 4' .297.2973C aZE N{.30.b1•00S m S ,. . z $ ` ZZbSE 3Z0.b tO N P �)I OI'to alli g Iii UIIH i "' E ° 3[ 21 3 l 13§ .R ; , < r_ ; a 12 q' g 411 oRli:9 I p N a r I. I • 1 N. \ in f A 8 .511111141f1;10 1;;EP!5 9 28Di \J• 2 R $ 9 -mpp� 6 ls II!HEHUZ!1111 11! flIli ijl Ih qi 11 g9 i t Frx Y I F _ _ _ Department of Comm SOIL EVALUATION REPORT Page _ of • Divisioe of Safety and it with Comm 85,was. Adm. Code m,,..4 w. -----a__ 34 _ Cry �c Attach complete site plan on paper not less ttran 8112 x 11 inches size. n r*!, t include,but not hotted to:.vertical and horizontal reference point( ,direction and Parcel D. Q /�C peroentslope,scale or dimensions,north arrow,and location arat to nearest road.` 'ry 0 )4(o I v l �� _ by Date Please prkit al InfwasatIon. p�Personal inroramatiarr re provide may beamed for seo�ry paper( ' Law.s.15.04(1)(m)) ,. I '.. Property Owner TL ) oCdd ,5/-- 114S�cJ 114 S1ff T ''j N R / E(or)`e Property Owner's Mailing p Lot# # Subd.Name or CS1p ay Stale Zip Code Phone Number ❑Cfty ❑Village ®Town /f rl'verq fiS t w I I S-4/6'Z 71(7rS)`!Z 7l/ / Sarr.xi_49_4 I l "Ate C71 New Construction lase:[t Residential/Number of bedrooms 3 -1/ Code derived design Sow rate /S-0/6 67 0 GPD Q Replacement 0 Pubic or commercial-Describe: - n # �/4- ft. Parent materiel c al $ 71 ,7\ &/-e 99' s3 INK � % a-L �=na-Cider ana o n,lo✓r e t Q LJ- Y t. O U 0 Boring 1 # -Et Pit Grotmd surface elev. ?U°3 0 ft. Depth to doling factor 2,-T in. tion Rate Sol Horizon Depth Dominant Color Redox Description Texture Struc ure Consistence Boundary Roots GPD/R2 in. Mumma Qu.Sz. Cont.Color Gr.Sr_Sh. *Eff#1 'Eff#2 I 0-9 ie�r J — s(I 2m�k rod r c5 I vC ,5 - $ . a 3-24 royry/4 — , s,,d 2., cs _- , Li 3 24-zap tbyrs/r C2P'15yr`t/o sbk �( - (o e 1 2-- Boring# [] ems q r,y it to factor - in. pit Ground surface elev. Depth *Wing Sol Applcation Rate Horizon.' Depth Dominant Color Redox Description Texture Structure 'Consistence Boundary Roots GPD/ftf in. Mussel Qu.Sz. Cant Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0_I( 10}rr3/3 -51`I 2rncbk rr'c r c S 1 v2 . fj .3 2. 1/-2c1 lOtr`t`Ai s;;-:-1 2rn5bk ►' ` 5 - 4-4 - (p - 2-`?3g/6 yr5/t C 2P 7.5),r Li/ c( .3 nfhtc C-; – - `( - Lo 0=BODD>30<220 n*and TSS>30<150 mg/t. `Meant 12.=BOO,<30.mg/Land TSS<30 mg& CST Name(Please Print) , :, , ..:. CST Number A 253309 Address - Date Evaluation Conducted- Telephone Number 2113 SO11 &. Sorj,erse-4,lu l O'+OZ, `t-9-o3 (7(5)247-4/ov$ r . old _ 2 of _ Property O 6 u Parcel ID 3 I ❑ g C�1 1 emi ng# FA-wc Gnus,surface elev. f 7, 5-oft. Depth to Fedor in. . Soil Application Rate Horizon Depth Dominant Color Rados Des aiptlon Texture Structure Consistence Boundtoyr Roots 1 *EMU ii. Mensal Qu.Sz. Cont.Color Gr.Sz.Sh. 0-9 10 y-- 3 6 i 1 2msbk n-,d'' cs ( %'. . 5 .F z 4-a ro yr't/Y s;G1 ,shlk m4'r c 5• CZP 7. 5 r-`"it� c ( 3" msbk vv-sc+ 1 3 ��/ �Dyr "llo y p Boring Boring ft ❑ pit ;Grou nd surface elev. ft. Depth to 6nthr1g factor in. Sol AppliCaliOn Rate Horizon ° Depth Daunt Color Rados Description Texture Structure Consistence Boundary Roots GPDIfF in. Mensal tlu.Sz. Cont.Color Gr.Sz.Sh. *Etilil *Efif2 B 9# a Ground surface elev., f. Depth to limiting factor in. Sol Applcation Rate I pft Horizon Depth Dominant Color Redact Description Texture. Structure Consistence Boundary Roots GPDIfta in. Memel Qu.Sz. Cont.Color Gr.Sz.Sh. *Efl#1 * *Ealuemt#1=BODD>30<220 mgr&and TSS>30<_150 mg& *Effluent fit=Bt3Ds<_30 mgll..and TSS<_30 mg& The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or need material in an alternate format,please contact the department at 608-266-3151 or TrY 608-264-8777. SBD.*3301RA7/00) . a PAGE 3 OF 5 NAME: ('excr d LOT# IC LEGAL DESCRIPTION: 1/45w 1/4,SJ 'T j0,N,R,)9 E(or& SCALE: 1"= ‘/Q ELEVATION: lam. O s BM 1 DESCRIPTION: ke m� l „w� ,2 p e BM 2 ELEVATION: 97,O BM 2 DESCRIPTION: lop a-1 r pv c /p c SYSTEM ELEVATION: 7Y, S.-° — SYSTEM TYPE: 4' O u ✓� ed (` / -Z / I•I fl j/' , o = 3/G SIGNATURE:- ( DATE: g--70-o / L EA