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Home My WebLink About040-1050-10-000 (2) ORIGINAL #2435 �" + SOIL EVALUATION REPORT Department of Commerce in accordance with Comm 85,Wis.A Page 1 of 6 Division of Safety and Buildings --j�f Certified Soil Testing,LLC '�C Attach complete site plan on paper not less th ' 1 i es size. Plan must St. Croix include,but not limited to:vertical and hor' ntal re a int ),dire�t-�on-ppnn�� dCoun percent slope,scale or dimensions, north ar nd loc n tar {tb ndar�st Parce I.D.Please print all inform T cAevie By Date Personal informati you provide may be used for secondary purposes cy La ,s.Y5.04(1)( 2,01) {p Property Owne OAS(— x ti roperty Location Sienna Corporation, C/o John Vogelbacher pOutiot NE1/4 SW1/4 S12,T28N Property Owner's Mailing Address lock Subd.Name or CSM# 4949 Viking Drive, Suite 608 13GA ers Ridge_- C ✓ r4ce City State Zip Code Phone Number X Village X Town es oad Minneapolis MN 1 55435 1 952-994-2646 Troy Coulee Trail X New Construction Use: F—] Residential/Number of bedrooms Code derived design flow rate 11421 GPD Replacement X Public or commercial-Describe:Cluster System, Residential 47 lots Parent material loess over outwash Flood plain elevation, if applicable NA ft. General comments install drip dispersal infiltration system using highly treated effluent; recommend 32,000 sq ft effective drip and recommendations: area&ATU (Biomicrobics FAST)treatment C1M , 1 Boring# X Boring Pit Ground surface elev. 988.8 ft. Depth to limiting factor 56 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure`` Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-9 10YR 3/1 - sil 1 m sbk mvfr gs 1M .4 .6 2 9-17 10YR 2/1 - sil 1 m abk mvfr gs im .4 .6 3 17-32 10YR 2/1 - sil 2 m sbk mvfr gs 1m .6 .8 4 32-40 10YR 3/2 - sil 2 m sbk mvfr gs 1M .6 .8 5 40-56 10YR 4/3 - sil 1 m sbk mvfr cs - .4 .6 6 56-76 10YR 4/3 c2d 7.5YR 3/4,4/6 sicl 0 m mvfr - - 0 0 f1d 10YR 6/3 ❑Boring# J Boring `Z Pit Ground surface elev. 983.0 ft. Depth to limiting factor 55 in. Soil Application Rate Horizon Depth Dominant Color` Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10YR 3/1 - sil 1 f sbk mvfr gs 1m .4 .6 2 6-15 10YR 3/1 - sil 1 m sbk mvfr cs 1m .4 .6 3 15-31 10YR 2/1 - sil 1 m sbk mvfr gs 1m .4 .6 4 31-40 10YR 4/3 - sil 1 m sbk mvfr gs 1m .4 .6 5 40-55 10YR 4/4 - sicl 1 m sbk mvfr gs - .2 .3 6 55-76 10YR 4/4 fed 7.5YR 4/6 sicl 0 m mvfr - - 0 0 10YR 6/3 redox features become c2d 7.5YR 3/4,4/6 below 70" *Effluent#1 =BODS>30<220 mg/L anclM>30< 0 m /L * ffluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) Sig ature: CST Number Henry F. Grote ` 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E.4366 353rd Ave.Menomonie,WI 54751 12/1/2005 715-233-0398 SBD-8330(R.07/00) Propert'Owner Sienna Parcel|o# Page—2--m'_ti_ U �� |P� | eon Boring limiting factor Pit Ground surface elev. Horizon Depth � Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 � � � �] Bonng � Z Pit Ground surface elev.| � | ommQ� 976J8 _ft. Depth to limiti factor Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 irregular,discontinuous 7.5YR 3/4 Is bands @ 49-54"+ 1/2"@ 61";occasional SS frags below 81"; SW of dispersal area Boring | � | av'mo# hPit Ground surface elev.___979.5ft. Depth t limiting factor 39___in. [Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 � ^Effluon #1 =DOD'^3D<%2Vmg/LundTGG>30<15Omg/L ^Effluon #2~B0D5 V0mg/L and TG8<30 mg/L The Department of Commerce iouo equal opportunity service provider and employer. lf you need assistance tv access services o, need material bnuuuhcu`atn format,please contact the department u/W08'266-3l5lm TTY 0O8-2648777. SBD-8330(R.07/00) Certified Soil Testing,LLC ` � Proport�Owno Parcel|o# Page_3_of-i6 - Eaonno Depth to limiting factor Fi-1 Bring# X Pit Ground surface elev. 980.7 ft. 35 in. [Soil Application RatE Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 - E!Boring F6a] Boring# n factor 35 in. Soil Application Rate Horizon Depth � Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 10YR 4/6 fsl(O,m,mvfr)bands: 1/4"@ 62&74"@ field capacity; 2'rule would apply; redox features become m3p below 45"in 1-14;outside the proposed drip dispersal area to south U o�� | " | a»nnn� 980.9ft. Depth t limiting fact Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 irregular,discontinuous 10YR 3/4 Is bands:1/2-1/8"@ 64"+ V @ 67"w/some Is @ 75-76";outside proposed dispersal area to the south ^Effluont#1 ~aoc�>3u<uoOmgL and TSo>3o< 1eOmgx' `Effluent*m~oOc\ <aumgL and T8Osoomg/L The Department of Commerce is an equal opportunity service provider and employer. l[you need assistance ro access services o, need material iuuu alternate format,please contact the department at 608'266'3l5lv,TTY 608'264'8777. ono'8330 w07/00) Certified Soil Testing,uz � � I 0 � Cl) Al O O N O O O N A �V• N a O_ N m CO M m m 0 auQ N N y r !, n _ O m p n 7 7 O O CO O O C O O O n �' O 3 d d O O (r w In Z D m a a m D W a n CL o o OC i 3 O r m ° ° m CL to co O O O .Z1 n r r to R c SD "VIA O O O 0 tr -o A 3 cn to to v v v O f�D o l � N O O CD � d N D D ? 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C N 3 Er y m o z a N _ O O Z S C fD N C Q O O O co N C (n y `D y N ' (D 0 O =O O 0 Cc, 3 �-wo Cr-Da A p O C7 � tD a Al ?Fr ti CD ti y' A O � O 1v O Q ~ 0�q O En O I w ti 000 00,0 00'0 WWI so6jey0luanbullao sa6ae40 leloadg s;uawssassd leloads 6a e a o oadg assn ei Iunowy i(.io a p �� I . :slepoft LOL :#4oIe9 :ale(] uolleolllpa0 qunoa wlel0 ;}IpaJo AJG:}01 0 0 000'0 puelpooM 009117££ 0017'OLL 000t,9L 000'017 A:padoJd Ieaaua0 :0 LOZ Jo;slelol 0 0 000'0 puelpooM 009'17££ 0017'OLL 000179L 000'017 A:podoJd IeJaua0 L 60Z Jo;slelol ON 0017'Z8L 0017'OLL 000'ZL 000'L LO 213H10 ON 000'Z9L 0 000'M 000'8£ W90 1SM103 wun11n0 iov ON OOL 0 OOL 000'L 17J 1d21n11n0121Jd uosea�j alels le;ol anojdwl pue-I sajoy sse10 uol;dljosaa 60OZ/60/LL :pa6uey0;se-I :suoi;enIBA tuawssessy amen asn :yI!nn passassd :enlen WPM JleJ :#We kmvwwns mz Il ZZ90L8 8002/Z L/£0 aM 017 L/ZO17 61799LZ 90OZ/O L/170 OM 6 L 17088 800Z/L Z/80 adA1 06ed/I0n #ooa ale(] :AjOISIH IaWed :sa;oN 3N 3S M6L-N8Z-ZL O17/L 09L 17/L 017 bud-unnj-oaS) :(s)Ioea1 :6plg opuoamoois 83210V 0173N 36 M6LZI N8Zl ZL 03S 319tfTVAV lON-d/N :Ield 000'017 :sajod :uol;dlaosaa Owl H0310n A311VA dIHO OOLO dS S11d=I 213AIH 1S1a HOS £6817 OS 1211331noo 99s. uol;dljosaa #Isla edA.L tiewud =, :(so)ssaippy A:padoJd leloedS=dS I0OU0S=OS MOIJISM I 9L0179 IM NOSanH 12i1331noo 888 1HOU 211 H 031 X11 H 031 '1HOa-0 JGUMO-00 auaimo=o 'jaumo auaamo=0 :(s)iaumo :ssaippv xel 0 00 s;lun;o# ads.L Ilwaad #IlwJad #uol;eollddy eajb saleg #deW alea leolaoISIH wa uoneaja NISN00SIM '11Nn00 X10210 ,1S ❑X lumina 10211 JO NMOI-0170 6L L'6V9Z'ZL :#lased 'IIV L L 3 Wd 90:Z0 [L OZ/ L LO 000-OV-6V0 -00 :# IaaJed Parcel #: 040-1050-10-000 04/09/2008 07:56 AM PAGE 1 OF 1 Alt. Parcel#: 12.28.19.184A 040-TOWN OF TROY Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-HAROLDS EAGLE POINT LLC HAROLDS EAGLE POINT LLC 715 BARTOSH LN RIVER FALLS WI 54022 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 35.550 Plat: N/A-NOT AVAILABLE SEC 12 T28N R1 9W NE SW(35.55 AC)EXC Block/Condo Bldg: CSM 2-524 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 12-28N-19W Notes: Parcel History: Date Doc# Vol/Page Type 02/12/2008 868752 TD 02/20/2007 844900 TI 08/25/2005 804485 2874/445 EZ-CN 10/12/1994 522394 1098/620 QC more 2008 SUMMARY Bill#: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 09/06/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 38,000 195,700 233,700 NO AGRICULTURAL G4 15.000 2,300 0 2,300 NO UNDEVELOPED G5 1.000 100 0 100 NO AGRICULTURAL FOREST G5M 18.550 48,700 0 48,700 NO Totals for 2008: General Property 35.550 89,100 195,700 284,800 Woodland 0.000 0 0 Totals for 2007: General Property 35.550 89,100 195,700 284,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch#: 115 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 EH 115 WISCONSIN DEPARTMENT OF HEALTH AND SOCIAL SERVICES DIVISION OF HEALTH,BUREAU OF ENVIRONMENTAL HEALTH P.O.BOX 309 MADISON,WISCONSIN 53701 REPORT ON SOIL BORINGS AND PERCOLATION TESTS LOCATION: 3611" M51--,Section ,l0—N, R a E (or) �l Township or Municipality Lot No. Blo 4 No. County ��' f , I� I ,, Subdivision Name, �C `�. Owner's Name: V _ Mailing Address: fl L ' t Q TYPE OF OCCUPANCY: Residence No.of Bedrooms Other EFFLUENT DISPOSAL SYSTEM: NEW '�!I� ADDITION REPLACEMENT DATES OBSERVATIONS MADE: SOIL BORINGS ERCOLATION TESTS SOIL MAP SHEET :T_ 119 1 p SOIL TYPE ]atLL h' N; Clt4 i PERCOLATION TESTS TEST DEPTH CHARACTER OF SOIL HOURS WATER IN TEST TIME DROP IN WATER LEVEL,INCHES RATE NUM- INCHES THICKNESS IN INCHES SINCE HOLE HOLE AFTER INTERVAL MIN/IN BER 1ST WETTED SWELLING IN MINUTES PERIOD 1 PERIOD 2 PERIOD 3 P- Mp P- P- SOIL BORING TESTS TEST TOTAL DEPTH DEPTH TO GROUNDWATER,INCHES CHARACTER OF SOIL WITH THICKNESS, INCHES NUMBER INCHES OBSERVED ESTIMATED HIGHEST (DEPTH TO BEDROCK VED) B_ v O�'�h10E F I ftT�R B— Tt{Pk o64d()l? ' SEP 141977 $� CD ZONING B_ OFFICE 4i PLAN VIEW (Locate percolation tests,soil bore holes and suitable soil areas.) Indicate on the plan the location and square feet of��yyitable areas. Indicate number of sq orption area needed for building type and occupancy. 1y� -- ,,, L Indicate scale or distances. Give horizontal and vertical reference points. Indicate slope. tN 1,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code,and that the data recorded and location of test holes are correct to the best of my knowledge an belief. //11 Name (print) �� N Certification No. .� V Address # Tj V L C.` S. Name of installer if known — CST Signature COPY A—LOCAL AUTHORITY Properfy Owner Sienna Corporation,C/o John Parcel ID# Page 4 of 6 Fi7] Boring# ❑[_]Boring Depth to limiting factor 39 in. Z Pit Ground surface elev. 988.4 ft. Soil Application RatE Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. I *Eff#1 *Eff#2 1 0-9 7.5YR 3/1 - sil 1 f-m sbk mvfr CS 1m .4 .6 2 9-19 7.5YR 3/2 - sil I m sbk mvfr gs 1M .4 .6 3 19-31 10YR 3/4 - sil I nn sbk mfr gs 1m .4 .6 4 31-39 10YR 4/4 - sil 1 m sbk dsh CS 1m .4 .6 5 39-48 10YR 4/4 f2d 7.5YR 4/6,5/3 sil I nn-c sbk dh CW if .4 .6_ 6 48-72 10YR 4/4 f2d 7.5YR 4/6 S 0 Sg dl if .7 1.6 10YR 6/3 - f3p 10YR 6/3 redox w/roots @ 39-44";irregular 10YR 3/4 sl(O,m,mfr)inclusions in H5; SS frags below 67"; 1 f roots to 64" Boring# Boring Depth to limiting factor Pit Ground surface elev. 984.0 ft. 39 in. [Soil Application Rate Horizon Depth � Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Cola Gr.Sz.Sh. *Eff#1 'Eff#2 1 0-14 7.5YR 3/1 sil 1 f-m sbk mvfr gs 1M .4 .6 2 14-24 7.5YR 3/2 sil 1 m sbk mvfr gs 1M .4 .6 3 24-39 10YR 3/4 sil 2 rn sbk mvfr CS IM .6 .8 4 39-43 10YR 3/4 f2d 7.5YR 4/6 sil 1 m-c sbk mvfr CW 1m .4 .6 5 43-84 10YR 4/4 f2d 7.5YR 4/6 s/lS 0 Sg ml CS .7 1.6 6 84-90 10YR 4/4 BR I H6 is very tight w/> 50%SS frags,effective BR; H5 has irregular,discontinuous 10YR 3/4 sl bands w/redox features above&below bands in s& f2d 7.5YR 4/6,5/3 redox features inside bands Boring Boring# Pit Ground surface elev. 981.4 ft. Depth to limiting factor > 70 in. [Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-15 10YR 2/1 - sil 2 f sbk mvfr gs 1M .6 8_ 2 15-24 10YR 3/2 - sil 2 f-m sbk mvfr gs 1M .6 8 3 24-38 10YR 3/4 - sil 1 m sbk mfr gs 1m .4 6_ 4 38-46 10YR 3/4 - S1 0 M mvfr CS .2 .6 5 46-70 10YR 3/2 - S1 0 M mfr .2 .6 H3 is c rich,almost sicl; H4 has stratified 10YR 3/2 sl bands,irregular&discontinuous 1-2"thick; H5 has irregular inclusions of 7.5YR 4/6,5/3 cl(0, m,mvfr)and some 10YR 3/4 sl inclusions Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 <30 mg/L 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-8330(R.07/00) Certified Soil Testing,LLC Property Owner Sienna Corporation, C/o John Parcel ID# Page 5 of 6 FW9E]Boring Boring# pit Ground surface elev. 992.4 ft. Depth to limiting factor > 68 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in., Munsell Qu,Sz.Cont.Cola Gr.Sz.Sh. *Eff#1> *Eff#2 1 0-19 7.5YR 3/2 - sil 1 m sbk mvfr gs 1m .4 .6 2 19-50 10YR 2/1 - sil 2 f-m sbk mvfr gs im .6 .8 3 50-68 10YR 3/4 - sil 1 m-c sbk mvfr - - .4 .6 Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS <30 mg/L 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-8330(R.07/00) Certified Soil Testing,LLC