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Home My WebLink About032-2169-10-000 (2) PE??=30 rIiRECEVED VOsconsin Department of • -rce OUT 0 6 Z004S01 EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordarmlrip Co m 85,Ws. Adm. Code CROIX C y ST.CROIX Attach complete site plan on.=per „ i (v9XllE11 in►.s.:.in size.Plan must indude,but not limited to: I.tr: . .4. - .- point(BM),direction and Parcel I.D. 032-2169- 10-000 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Personal information you provide may a used for secondary purposes(Privacy Law,s.15.04(1)(m)). _ - /9U �/ Re f/uA4h1' i. 13/ ` Property Owner Property Location Q CURD Brothers Construction Govt_ of 5E ,1/4 SW 1/4 S 18 T 30 N R 19 E(or)W Property Owner's Mailing Address 6 0 Lot Block# Subd.Name or CSM#' 1645 River Ridge Road i LS owl' 10 - Quail Ridge City State Tap Code Phone Number ( '-&gi 3 ity 01llage QTown Nearest Road River Falls, WI 54022 715) 425- - 34th Street 1 I 1 ( ) Somerset 1 d New Construction Use fJ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD 0 Replacement ® Public or commercial-Describe: Parent material outwash/till Rood Plain elevation if applicable NA ft. General comments d ' „ Mound System--0.5 ft.sand fill-0.6 Loading Rates 102 and recommendations: B/ 53 (If pre-treatment system-below ground drip irrigation) -S.Yc / // ' ' ' G 4..-e-/ '-- /.1 CpU 7zvt £4.ea_ Arm ) 1 Boring# ❑ Boring �� - -.. ' `�. Z d/1 Sdy Y Z.. o Pit Ground surface elev. 99.61 ft. Depth to limiting factor 47 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 Sh. *Eff#1 *Eff#2 1 0-8 10YR2/2 - 1 3fs&abk ds cb 3vf-m 0.6 0.8 2 8-17 10YR2/2 - 1 2fs&abk ds ab 2vf-m 0.6 0.8 3 17-22 10YR2/1 - I lmabk ds as 3vf-m 0.6 0.8 4 22_32 10YR3/3 - 1 2f-msbk cis cs lvf-m 0.6 0.8 5 32-47 10YR3/4 - sil 2fabk mfr as lvf-m 0.6 0.8 6 47-53 10YR3/4 fif IOYR4/6 sit lfabk mfr as lvf-f 0.4 0.6 7 53-60 10YR3/4 cod IOYR5/6 sit lmpr mfi -- -- 0.4 0.6 2 Boring# Boring /W,4- .f3 6---''- it i-epaY� -7‘;Y d T Z SOS r e J EA.,el SG yh.i2- 103.8: 32 B 41 . n Pit Ground surface ele . . Depth to limiting factor 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.Sh. *Eff#1 *Eff#2 1 0-7 10YR2/2 - sl 3fgr ds as 3vf-m 0.6 1.0 2 7-15 IOYR2/2 - sI 2fabk ds as 2vf-m 0.6 1.0 3 15-32 10YR3/4 - sil 2f-mabk mfr ab 2vf-m 0.6 0.8 4 32-64 - outwash - - -- -- - -- &till *Effluent#1=BODS>30<220 mg/L and TSS>30<11'550po�rmg/L *Effluent#2=BOD$<30 rg.and TSS<30 mg/L CST Name(Please Print) i�J, f ature / CST Number Mary Jo Hollister 1�.� � 224832 Address Date Eva .;.. :. • Telephone Number W9875 690th Avenue, River Falls, WI 54022 09-03-04 (715)426-1775 lt"af-iglif / IF p RECEIVED s a, lyWV- - SOIL VALUATION REPORT ( 1 3 Division of Safety - o L( f• i Page of in accorda�nod- 85,Ws. Adm. Code Attach complete site plan on County ST.CROIX pa -r no sa It dtka triches'n size.Plan must include,but not limited to:verb I and h r,, t 1 , point ),direction and Parcel I.D. percent slope,scale or dimensions. • 1 : • . , : .istance to nearest road. 032-2063-80-100 Please print all Information. by Date Personal information you provide may be used for secondary purposes(Privacy Law.S.15.04(1)(m)). P �� iD� r3,245D 1( Owner Property Location CURD Brothers Construction Govt.Lot SE 1/4 SW 1/4 S 18 T 30 N R 19 E()® Property Owner's Mailing Address Lot# Blodc# Subd.Name or CSM# 1645 River Ridge Road 2 — CSM Vol. 17,Pg.4464 City State Zip Code Phone Number De(y [J Village Drown Nearest Road River Falls, 1 WI 1 54022 1 ( 715) 425-7614 Somerset 150th Avenue o New Construction UseC1 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD El Replacement El Public or commercial-Desaibe: Parent material outwash/till Flood Plain elevation if applicable NA ft. General comments and recommendations: At-Grade System—0.6 Loading Rate (If pre-treatment system-below ground drip irrigation) . 1 Boring# �0 Boring !J Pit Ground surface elev. 98.44 ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tf in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 ../) C 1 0-9 10YR2/2 — I 3fsbk ds cb 3vf-m 0.6 0.8 2 9-25 IOYR2/2 — I 2fs&abk ds ab 2vf-m 0.6 0.8 3 25-34 10YR3/3 — s sil 2fabk mfr cb lvf-m 0.6 0.8 4 34-4$ 10YR3/4 — r sil Ifabk dsh cs lvf-f 0.4 0.6 5 48-50 10YR3/4 mid 10YR5/6 sil lmabk dsh — lvf-f 0.4 0.6 i (Horizons 3 &4 have many si cts.) (Horizon 3 has some gr.) 2 Boring# ❑ Bonng 99.61 47 0 Pit Ground surface elev. ft. Depth to limiting factor �" in, Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bound Roots GPD/ff in. Munsell - Qu.Sz. Cont.Color Gr.Sz Sh. *Effalt1 *Eff#2 lk ( 1 0-8 10YR2/2 — I 3fs&abk ds cb 3vf-m 0.6 0.8 2 8-17 10YR2/2 — l 2fs&abk ds ab . 2 m 0.6 0.8 3 17-22 10YR2/1 — 1 lmabk ds as 3vf-m 0.4 0.6 4 22-32 10YR3/3 — 1 2f-msbk ds cs lvf-m 0.6 0.8 5 32-47 10YR3/4 — sil 2fabk mfr as lvf-m 0.6 0.8 6 47-53 10YR3/4 fif 10YR416 sil lfabk mfr as lvf-f 0.4 0.6 7 53-60 10YR3/4 cid 10YR5/6 sit lmpr mfi — — 0.4 0.6 *Effluent#1=BOO,>30<220 mgIL and TSS>30,,</1)50 mg/l. *Effluent#2=BOO.<30 and TSS<30 mg/L. CST Name(Please Print) ;.// / r �C(6®/�cS(AiL CST Nunter Mary Jo Hollister i r tG (� Address 224832 Date Evaluation Conflux teed Telephone Number W9875 690th Avenue, River Falls, WI 54022 09-03-04 (715)426-1775 . J, • Owner CUDD Bros.Construction Parcel ID#- 032-2063-80-100 Page 2 of 3 Property 3 Boring# ,.. Bonng 100.11 46 el Pit Ground surface elev. ft. Depth to limit ng factor in. Rabe Sod Application Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *SW 6( 1 0-5 10YR2/2 - sl 3fgr ds as 3vf-m 0.6 1.0 2 5-24 10YR2/2 sl 2f-ma&sbk ds as 2vf-m 0.6 1.0 3 24-31 10YR3/3 -- 1 2fabk ds as 2vf-f 0.6 0.8 4 31-46 10YR3/4 - sil 2fabk mfr as lvf-f 0.6 0.8 5 4652 10YR3/4 12f 10YR4/6_ sil lfabk mfr ab lvf-f 0.4 0.6 6 52-60 10YR3/4 c2d 10YR5/6 sil lmpr mfr - - 0.4 0.6 (Some gr.) . 4 Boling* a Boring 103.86 32 • Pit Ground surface elev. ft. Depth to limittig factor min. Soo Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu.Sz. Cord.Color Gr.Sz.Sh. •Eff#1 "EIf#2 K( 1 0-5 IOYR3/2 - sl 3fabk ds as 3vf-m 0.6 1.0 2 5-14 IOYR3/2 - sl 3f-msbk • ds es 2vf-m 0.6 1.0 3 14-32 7.5YR4/6 - sl lmsbk ds cb 2vf-m 0.4 0.7 4 32-55 7.5YR4/6 f2d 10YR4/6 s&ls Osg dl - 2vf-m 0.7 1.6 5 Ong# la Boring 103.86 32 • Pit Ground surface elev. ft. Depth to limiting factor s. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/IF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 *Eff#2 1 0-7 10YR2/2 - sl 3fgr ds as 3vf-m 0.6 1.0 2 7-15 10YR2/2 - sl 2fabk ds as 2vf-m 0.6 1.0 3 15-32 IOYR3/4 sit 2f-mabk mfr ab 2vf-m 0.6 0.8 4 32-64 - CO outwash - - - - - - 8c 611 . `Effluent#1• BODS>30<220 mg(L and TSS>30<150 mg/I- 'Effluent#2=BODO<30 mgA.and TSS<30 mg/t. 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. SBD68330Test(5.07/00) • P1-01. PLAN ,A.-.1.6,..3._ PROPERTY O1M CtAbp Roos. !O o s-mum: Lam: i 4 yef _: !r •.I... ki '^_11 a 7 ... C.Irx.TOP OP/ '. A;PaPe- 455c14e4`. f i )■ . . J �. ! 5ge.••' -raok�gig W,7�W& OP.SbM } #Z�5p1KE twazouND= VI-371' 1"501.•eCri Gi W/ Offi 10e . NOS 5ta 5.4/32 , cg s 31AIN , NIoRTH PitoPFRTY L►ug Lo12 . O s oi[�g c ia 4 2 Alt Ftoog, ELligi. e o o , 3 - hrioN: . ! 1 .4 ,,Et..tg f.....\ .) . 6 fn v. _SF %y / 51. yiSec / 7 ' . T 30 AI, K i ?1/1/1 Pw"/sf -S'u Pr sP f ` *. Crvk Cvc<h �, gin 1 = /Oo r To, o ie 1" .1-tom /?;mac, e.614' C S 121 Vol. 0, 1,5 Ye/4y 99.8'x' A- / yy , /'/ � " Sp Cin9roKnf?' /VOr fi4 ��oper1y z..,--re O BS 1 1 Z, . 1 ..j, G t.t Lai'' °‘ 1 S7opc Q NortA 1y • 1 * ■ 83 11 ifea - h 0 n i play k., 0 Z. al CI g o Iti Its i""C 64"`"` dOr,�v.c & y • NV n Sea/e /'1 tro' e3 CG r�.� n P _30:,`,1e..2.- f, fie ksc 4 W e!s er /.200/erao 7 k 1- ;�l o welt 1- A 1 SO7-4 At/cnHc A9' 8'd ' Wisconsin Department of Commerce SOIL EVALUATION REPORT ' Page I af -3 .. Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code Attach complete site plan on paper not less than 8112 x 11 •• — - --',(iiit.elit'iItila inckle,but not linked lo:vertical and horizontal reference pad(, ), and, : ',4 •, . ID. percent slope,scale or dimensions,north anew,and location and.---,,, ..:to nearest road. Please print all Information. _, „ , c; :,Gr3 R' . '' by Date Persortatinformation you provide MOT be used for secooderyperposes 1. Levr:ii.15.04 ilrinili. PropertyOwner PIPPertYLOcation , 'ThOosilid5s8(Ulcid e:j.,,,! . UP"' - , 114 S a T 3C) N R j'7 E(0r)fg Property Owner's Mang Lot 8 Blocii# -Subd.Name or CSM# ce H.:Se- te,,,-,.„- p,r_i_5,c.. ed. duct,' ( • St ate Zip Geode Phone Number Daly 0 Wage ( Town Nearest rRet 11 S I All IS-Illee-a I ( 7/ ) '/ ç—7//q —Cent.t.tle--1- j fp New Construction Use:50 Residential/Maribor of bedrooms_1-,..L Code derived design How rate g.S-0/6 O 0 GPD 0 Replacement DI Public or commercial-Describe: Parent material 7-1 ( I Flood Plain Ov, . V appliCable Al/4 it. General comments s /. , .5 4,>#4,,‘ e ie v,, /0 0_ s--(5 N I e--A- Lo-r-- to iv. / and recommendations: / iv (64_6, r el-e . /00-°° loo-HA 044-go) El Boring i Boring 8 Eij....pft Ground seises elevff`l' 6 ft. Depth to larking factor SC) in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. tdunsel Qu.Sz. Coat.Color Gr.Sz.Sh. *Efffil "Eff#2 I 0-1'1 1Pyr-313 ., 5; 1 21,-4,k ry-i-cv-- c5 ivf . 5 ..2 2 19-33 (b yr-4N _____ Si c-A Zyne-hk ,,y-) r c -5 – , <4 , <- -5 30--- 14)yr-5/4 21;3 7-5 vr-1 he 5i c I 3 - k — _ , 44 . 6, . , . . 2- Bodng ft 0 Boring El pft Ground surface elev. fT. 7 it Depth to*riling factor (-0° in. Sol Application Rate , Horizon' Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff M. Munsell Qu.Sz. Cont.Color Gr.Sz.M. Ef8/1 'EfX2 I c.--1 a 10 1 r.3 1_3 _____ 3i if 2rnabk, fr)cr. c-, I v-C • 5 . 3 a / 2.-23 5 le.L.1 211-15bk_ rn-Crs c..w — . I-4 - e,.0 . . 2.6-k.) 10 I y i ' .u (0 — 3d— 21,y,513k '''' -.C ' - "aliment 84.-=-•BODi>30<220 mg/L and TSS>30<150 mg& 'Effluent#2.=B0135<30 mg/Land TSS<30 mg/I. CST Name(Please Print) CST Number A dant, 56-Nurno-ker y _---,--- ----------- 25 3 3C:Ff Address Date Evakiation Conducted- Telephone Number .. IS Tsom- 54. SOrrierse , wt 5c-te.)2..5 (-I-9-O 3 (-1 6)2.4-7-1-i oos , . i Page 2 of 3 Property Owner C ucl� Parcel ID# I 9# -a pig Ground ogees elev.E._1.1-6 ft. Depth 1D tineing factor &U in. I Soh Applcalar Rate GPDNt: Horton Depth Domes Color Radon Desaiplbn Texture Consistence Bounds Roots 'SW Tea Map Qu.Sz. Cont.Color • I o--15 l o i rJ-3 -S i�-� 2vrt�!lk �i/" c w — . t-f �o. Z �3� �l7 �tiv ._-. y'r 5L 2rnsbk rv,�r 5 .9 3 2[o�on �yr-3�� 1 I 0 ,t In. Sol# 0 pit Grourd_s ce elev. to factor Rate Horizon .<< ' Redox Description Texture Structure Consistence Boundary Roots GPDIfR, Dominant Carr Gr.s �. "t�df1 "ter In Maisel Qu.Sz. Cont.Color Sz. I Big# 0 Boding Ground surface elev. It Depth t)limiting factor in. j Sol ApplWlon Ram Horizon Depth Dominant Color Redox Description Texture St re Consistence Boundary Roots , GPD1t "Efl#1 'Etffl2 , in. Maisel Qu.Sz. Cont.Color Gr.Sz.Sh. • = > <220 and TSS>30<150 nigh. "Effluent 12=BOOs S 30 tagh.and TSS 5 30 mglt- Effluernt d1 BOO, 30 �- 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. SBD433e(L51ro14 TT • pp PAGE 3 O 3 NAME: 0 u cQ U LOT# I I LEGAL DESCRIPTIONS!1/4 Su1/4,S 1 'T 3o,N,R, 1qE(or)e SCALE: 1"= yO ELEVATION: /CSC. v r BM 1 DESCRIPTION:4o9 63--c I `t f is p,p e BM 2 ELEVATION: 9° BM 2 DESCRIPTION: Ie c t / 'tic pp P e SYSTEM ELEVATION: /00- S 3 -r SYSTEM TYPE: in ovr d , f x f 0' eeQd f Z !I p' ,,c,0' rt e-r.9-- Le- Q°1i yA�l " oZ,v �fi2 cot' i � 6,3 SIGNATURE: DATE: 4/-70 770,\ Is 3 '