Loading...
HomeMy WebLinkAbout040-1249-20-000 wissv?ns,n Department of Industry, SOIL AND SITE EVALUATION REPORT Page I of I _ Labor and Human Relations oiVISIon of Safety s 8w1dings in accord with ILHR 83.05.Wis.Adm. Code I COUNTY Attach complete site plan on paper not less than 8 112 x 11 inches in size.Plan must include,but ST. CROIX not limited to vertical and horizontal reference point(EIM), %of slope,scale or PARCEL 1.0.x dimensioned,north arrow, and location and distance t • r s its APPLICANT INFORMATION-PLEASE P;j 1�1 NFOR*�A TiD' OAT PROPERTY OWNER: LOCATION E 1/ S 24T 2V NR 20 W TOM RUEMMELE & JOHN AND BARB G OT 114W 1/2S 19T 29 NR 19 -sdm)W PROPERTY OWNER•:S MAILING ADDRESS 7 " L It9('" SU80.NAME OR CSM 8 260 COUNTY ROAD F T 4, TROY VILLAGE CITY,STATE ZIP CODE PF�t9J`V ILLAGE OWN NEAREST ROAD HUDSON WISCONSIN 54016 1` - JJQ, 2iWAV D4 New Consncton Use(X j Residential I Nu lot �° ( I Addition exts b g L 1 Replacement ( 1 Public or commercial desrn Code derived daily now 600 gpd Recommended d ign loading rate D•4- bed.gpdnt2 trencih,gpdM2 Absorption area required .OD bed,ft2 5CtO trench,ft2 Mammtun design loading rate ©,!L-bed.gpd/ft2 4•lo trench,gpo1ft2 c Recommended infilfraation surface elevation(s) BY DESIGNER K (as referred to site plan bench ark) Additional design/site considerations �E /1/D>G'� O� EJE 3 , Parent matenal e>�53 /LL D�TwAt5,'9f Rood plain elevation,if appG to N/A ft S-Suitable for system CONVENTIO MOUND I"ROUNO PRESSURE AT-GRADE SYSTEM IN FILL HwNG TANK U-Unsuitable for system Q S ®U I as O U 0S r u I Q S Z'u 1 0 S ZU Cl S [9U � SOIL DESCRIPTION REPORT L--° rS S-( f` 3 f ✓l1/iY Honzonl Depth Dominant Color I Mottles Texture Structure C Bandary Roots GPD/ft in. Munsell Ou.SL Cont Color Gr. Sz. Sh. Bed ITrath 8onnq A 10-10 1 lOYR 3/2 1 --- 1s1 12m-csbk �fr 1Cwvf-f I0.5 0.6 572 B1 110-26110YR 4/4 1 --- 11s I2msbk �vfr �w 12vf 0.7 0.8 B21 126-40110YR-AL6 --- sil Labk fnfr L 1.,Vf 10.5 '0.6 Ground I I inf 2 40-46 10Y 1 flf 5YR 5/8 Isil Lbk r L Lf I--- --- 9od-11ft C 146-72 110YR 5/6 1 cld 7.5YR 3/4 Sg 11vf 1--- 0800 to I ( I 1 1 1 11 limiting factor „ 1 Remarks: Bonn z I I I 9 Al 10 lOYR 3/3 I --- 11s ILcsbk knvfr ' w 2vf-f I0.7 0.8 573- A2 18-31 110YR 413 1 I --- f _ 1 B1 131-44 I --- 1si1 6-mabk infr �w 12vf 0.5 0.6 Ground L etev. B 44-53110YR 5/6 1 clf 5YR 5/8 1sil Labk fr Ls 12vf I---- --- 906. 1 lt. Oeotn to C 153-7 1 1 L v I _-- _-- limiting 1 1 1 I 1 11 faf44rr 1 I I I 1 1 Remarks: CST Nam•:-Awe Pmt JAMES D. FILKINS •: (715) 425-7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 Signature: Dam / CST Natnber. CSTM03988 Pf1oPERtYOwNEA SOIL OESCRIPTION REPORT Page 2 of_3 PAK.ELL 1.0.x Structure GPOMVt Horizon Oepth Dominant Color ' Mottles Texture Gr. . Sh. IC. Roots I Roots Bed 'rte M ns ll Qu.Sz.Cont color I Boring # ___ 12m—csbk mvfr 2vf—� 0.7 0.8 Al —13 hOYR 3/3 I I is , 9w ? 574>?� 2 13-32 hOYR 4/3 I --- is !lcsbk mvfr I cw 2vf 10.7 Q.8 1 2-39 LOYR 4 6 I --- sil 2msbk Imfr w 2vf 1 0.5 `0.6 Gtotutd eMv. Z I 2ma bk mfr 2vf —53 OYR 5/6 cif 5YR 5/8 sil las 906.2 tL 11vf ml C 53-72I10YR 5/6 flf 7.5YR 3/4 s sg 0"M to _ I I I I I Iiao" I391' I I I T7 Boring # I P[y Ground I elev. ft. Depth to liftrig tacior Remarks: Boring x I Ground elev. It. Oeptn'to limiting I I factor Remarks: Boring # Ground elm. ft. Oepth to limtling ta= I Remarks: $gt3.ea�01A.06AQf Z / PAGE 3OF3 SITE PLAN / NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN ® BOTTOM OF 3ED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' _FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. BENef/�'li9,el�� ToP o� Nht/L //V go�cEL OE.2� 89 F. 93 oT 6-z G o T S/ G o T 5---7 0 a SCALE: 1 " = 40' ,�5`7z � �s�•���vr- ST_ OGDEN ENGINEERING CO. JAMES D. LKINS, CSTM03988 Civil Engineers & Land Surveyors / 113 W. Walnut St. River Falls, WI 54022 DATE: _¢/�a( �� (7115) 425-7631 PA �89 • ��7 �� VOL 1293 PACE AFFIDAVIT OF CORRECTION TROY VILLAGE REGISTER'S OFFICE I James D. ST, CR61X CO., WI istered Land Surve or, Rao'd for record S-2246, hereby certify that the Plat of Troy Village, recorded in Volume 6 of Plats, Page FEB 041998 89, Document No. 559959, St. Croix County 9:30 A Registry, located in the Town of Troy, St. ` � Croix County, Wisconsin, shows Note No. 5 on R� �$te� - QLe � Sheet 2 which states "The following Lots must have mound systems: 1 through 10, 15, 16, 18, 19, 21 through 45, 47 through 49, 51 through 55, 59 through 64, 69 and 70. " This note is hereby changed to read as Francis H. Ogden follows: Ogden Engineering Co. 113 West Walnut St. "The following lots must have mound systems: River Falls, WI 54022 1 through 5, X6, 18, 19, 21 through 45, 47 �N"d through 49, through 55, 64, 6 and 70. " 1-tT� Dated this 3 day ofE82y��Y , 1998 Parcel I.D. Number Ja .�Filkins� S-2246 JAMES D. =_ State of Wisconsin ) # FILKINS s s. - &2248 RIVER FALLS, County of-201F r- , ) < WI Q` SURV� r Personally came before me this `d day of 6 �� ttu�n�����````� 1998, to me known to be the person who executed the foregoing instrument and acknowledged the same. My mmi 'on Expires 6-'2 oa NOTARY ST. CR IX COUNTY �� PUBLIC °e APPROVAL CERTIFICATE Approved for recording by the St. Croix County Zo' ffice Date 2 -z/- g8 f � FSLr�,er- This instrument was drafted by James D. Filkins, Ogden Engineering Co. 113 West Walnut Street, River Falls, Wisconsin 54022 r . State of WISCONSIN Memorandum/Correspondence DATE: January 7, 1998 TO: Tom Nelson, CST r FROM: Leroy G. Janskyd �' ! ► -g Wastewater Specialist, Senior E-mail Ijansky @commerce.state.wi.us J Fax (T 15) 726-2549 Voice (715) 726-2544 SUBJECT: Troy Village - Mound Waivers I just received the county onsite for Lot 49 in Troy Village. However, the review cannot proceed since no fees have been received by the Plat Review Section in Madison. There still seems to be some confusion regarding what's required to obtain a waiver to a mound restriction so I will try to outline our requirements, The fees are $80.00 per lot. Fees must accompany the submittal to DOA Plat Review. All information and fees are sent to: Department of Administration Plat Review PO Box 8911 Madison, WI 53708-8911 Unless a waiver is obtained, lots restricted to mound systems on a recorded plat may only use mound system to :hnology for onsite waste disposal pursuant to Comm 85.04(5), Wis. Adm. Code.: However, the restriction can be waived if it can be shown that the lot meets the requirements of Comm 85.03 and Comm 85.04, Wis. Adm. Code. Each submission must be complete (i.e. soil's information, drawings, site plan, calculations, and supporting information for the lot in question). Do not reference documentation or materials included in other submissions. Basically, to obtain a mound waiver you need to show that the lot meets requirements for a below grade system in one of three ways. The first and most general way is to show that there is at least 10,000 ft2 of continuous suitable soil area for a below grade system and its replacement. Soil boring quantity and ST. CROIX COUNTY WISCONSIN ZONING OFFICE x e e p ST. CROIX COUNTY GOVERNMENT CENTER ■�■.. 1101 Carmichael Road AW Hudson, WI 54016-7710 - - _ (715) 386-4680 January 6, 1999 Charles S. Cook Continental Development Corporation 12301 Central Avenue NE Suite 230 Blaine, MN 55434 RE: Waiver releases for Troy Village Dear Mr. Cook: 'M writing to request that a correction affidavit be recorded removing lots: 16, 24, 49, & in Troy Village, from the deed restriction regarding mound systems. I will contact you again when additional lots in Troy Village received waivers from the State. I don't believe it's necessary to record an affidavit with each waiver. Note: Correction instruments must be approved by the town board and must be notarized prior to recording in the register of deeds office (I believe you have an agreement with the town of Troy regarding this matter). It is recommend, but not required, to record waiver releases on the deed. Please provide the Zoning Office with a copy of the recorded correction affidavit. We will make copies and place one in each property file. Since this is an integral part of the approval process its the developer's responsibility to follow through with the recording of the correction instruments. I will assist in any way to help this approval process go as smooth as possible. Please contact me if you have any questions regarding this matter. Sin e y Rod Eslinger Assistant Zoning Administrator Tom Nelson January 6, 1998 Page 2 location must be adequate to support the below grade system conclusion. Information collected on adjoining lots maybe Used to help prove enough area exists on the lot in question. A second way to go is to preplan the lot under Comm 85.04(7) using Table 85.04. This means doing enough soil and site work to show that there is at least 2,000 ft2 for the initial SAS and 2,000 ft2 for the replacement SAS. So there must be at least 4,000 ft2 of continuous suitable soil area. The areas must be large enough to support four bedroom trench designs, and setbacks must be considered. A third way, under Comm 85.04(7)(c), allows further reductions in continuous suitable soil areas. The code states that if a system can be installed in complete compliance with Comm 83 the department can approve greater reductions in depth and area of the minimum continuous suitable soil area. However, two contiguous four bedroom trench type SAS areas must still be identified. The detail required for this submittal is similar to that required for sanitary permit submission. We need to know exactly where the SAS will be located, where the house and well will be, and that there are no other setback encumbrances that would adversely affect SAS placement. This memo may not have covered every aspect of mound waiver submittals, but should be helpful in your submissions for Troy Village. If you have any questions regarding this matter, please contact me. Parcel #: 040-1249-20-000 04/09/2008 03:44 PM PAGE 1OF1 Alt. Parcel#: 19.28.19.1294 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 KATHY&DONALD MADORE O-MADORE, KATHY&DONALD 413 LAKE AVE BIRCHWOOD MN 55110 Districts: SC= School SP=Special Property Address(es): -Primar 'f Type Dist# Description '316 ST ANNES PKWY_ SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH / C�' r i Legal Description: Acres: 1.081 Plat: 06-089-TROY VILLAGE 1997 SEC 19 T28N R19W SW NW LOT 52 TROY Block/Condo Bldg: LOT 52 VILLAGE Tract(s): (Sec-Twn-Rng 401/4 1601/4) 19-28N-19W Notes: Parcel History: Date Doc# Vol/Page Type 09/21/2004 774868 2659/590 WD 05/27/1999 603837 1429/271 WD 05/18/1998 579247 1324/27 WD 07/23/1997 1192/608 WD more... 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/22/2004 Description Class Acres Land mprove Total State Reason RESIDENTIAL G1 1.081 119,900 0 119,900 NO t Totals for 2008: General Property 1.081 119,900 0 119,900 Woodland 0.000 0 0 Totals for 2007: General Property 1.081 119,900 0 119,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00