Loading...
HomeMy WebLinkAbout040-1000-70-045 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT � of Division of Safety arxi Burlctngs in accordance with Comm 85,Wis. Adm. Code County &T. C.RD\K _ Attach complete site plan on paper not less than 8112 x 11 exiles in size.Plan must Parcel I D. (! 0 5 include.but not limited to:vertical and horizontal reference Point(BM),direction and { percent slope,scale or dimensions.north arrow.and location and distance to nearest road. Dat Please Print all information. g L� 'y�30) Law, S.15.04(1)(M)) personal mation YW provide—Y MI Zi— V.A Pro�1y motion aDN),1St j 1/4141E 1;4 s 1 T ZfS N R Iq s Marling Address qq5 �5�1 } T ,a;- village jo Town Nearest Road S 7� �+;N .State ---W I�iOBF.�K-T-S lo0 GPD i�I Rid r"/Number of bedrooms_ 4 -- �e ���rate Nam New Construction Use:f`" ❑R� ❑ Public or commercial-Deseribe- Mood Plain elevation if appitcaore Parent material r��o P O SED rer>eral and recommendations: MOW�11? 330 , a � � Boring# pBonng ) ft. Depth to limiting facts 1J in. sop Cron Rye ' K Pit Ground surface elev. Roots GPOVf� Horizon Dorr>inant Redox DescriPtim Texture Consistence `Etf#1 'Eif#2 in. Munsell tla.sz. Cont.Color gt� - l It �2 _ c3 S (LS ��S ©.$ 5il �S-zZ s:l Z-f'ab Jsh aS -- 51 AA CNo C] Boring Eil��# � Pit C-rour•.s,+SUrFzce elev.�ft- Depth to Canitincr,factor._ 1 Z" m- �t tial rZat2 Roots GPDfff Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary •F�Fif1 '0112 in. Munsell Qu.Sz Cant color Gr.Sz.Sh Z(2- L zR- - z W�3 sf 1 z -vv��io1� as x5 2- V)MYL _rn A AS S_ D,z t?.� 17--1 Z - , zf WIai+c dk zv - a Is s3 _ and TSS>30_<150 mgL 'Efl nt*f�=BM <_30 mgll_and TSs<_30 mglL Effluent#1=90D >30<220 mg,& CST Number CST Name[ Pmt) lure r. :?V 4 9 ;4Z- MAI L -10 L.I.1���` Date EvaltmCron Conducted Telephone Ntunber Address —/Q-2-3-0-5 WR%75 eqo`'`AVE,AIuER����S WI 5`1o�Z Property Owner CLAPP.W tLUA Parcel ID# C P�rS�I N�J Pam of a 9# BorkV Ground surface elev. 7.7 ft. Depth to&ni&*factor Sod Application Rate Horizon Depth Dominant Color Redox Description Textre Structure Consistence Boundary Rods GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz Sh. 'Eff#1 'Eff#2 i i0 #2 5ii �vn cub 0,5 OAK 3 z-15 43 In 14W 1 A-54, 2 y 3 Q r_� S i �-f vh cis 2 m d 2- 3 Borks# ❑ s Pit Ground surface elev. .q ft. Depth to lirrutirxj factor _in. lion Rate Horizon Depth Don*uwd Color Redox Description Texture Structure Consistence Boundary Roots GPD1ff In. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 -W Lit — i L sbK MVtr (,l_S -t.0 ,s a`� : -t t44 -5 — S i S A S 0-5 *f- 0.5 3 2-14 S Sid J sk 0-5 - D z 0.3 cz s i 1 sbK d -- 0- Bins# ❑ El Pit Ground surface eL-v. ft. Depth to lirr»ting factor in. Sod Application Rate Ffarizat Depth Dcrrwuar><Color Redo,Description Texture Struck" COMAenoe Boundary Roots GPDAf in. Munsell Qu.Sz. Cont.Color Gr.SL Sh. -Efi#1 -Eff#2 'Effluent#1=BODS>30<220 nxYL and TSS>30<150 nVYL "Effluent#2=BODs S 30 nKyL and TSS<30 mglL 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•83M(RAM P�Of P�AN PME-3-ff 3 PWMMOYM- aAlOP W I LuAm 4 CAf-O L-S aaw: Clespr WktEt&A JDAA)soAl. 6 KEVT t, 5"VA 13M-&49-1. IY14"Pre-pive /./Zl LfC&m2�m: *' Pm-ML- LoeATSO -tits s6 (4 9F flfe AMZ -Sw-1,Tz-lrpj. &55U-A� 'KlqwJlowA of -nzoql clou"iry Or sr. 5PIKe JAI Tr<E-E -5f(' V U 4 OR-OU All=b� Q.-( --50L / P hRa EK-F-U NO GOMM 135" a 1'WMeM5 �Jop,lv -60-5 o ; I 4A C Q 63 B"1 no 6) 1 00,001 FVC- 5 0, M LOCAS M* 2- 3 �--& -7-O'o-r6lz Rb, a. I Ililll lull I0 6'I!!11111 IIIII Iiif IIIII!IIII illl 906094 BETH PABST REGISTER OF DEEDS Wl CERTIFIED SURVEY MAP ST. CROIX CO., RECEIVED FOR .RECOROR D LOCATED IN PART OF THE SE 1/4 OF THE NE 1/4 OF SECTION 1. T28N. 10/28/2009 02:30PM R19% TOWN OF TROY. ST. CROIX COUNTY, WISCOONSIN. BEING LOT 1 OF CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP VOLUME 18, PAGE 4747. VOL: 24 PAGE: 5664 OWNER: NOT REC FEE: 13.00 E.. COPY FEE: 3.00 TANNER & PATRICIA TURNQUIST SHARED DRIVEWAY IS FOR PRIVATE PAGES: 2 637 WILDFLOWER LN RESIDENTIAL USE BY LOTS 5. G. AND 7 HUDSON. WI 54016 ONLY. SHALL NOT BE EXTENDED OR EXPANDED AND REPRESENTS AN SURVEYOR: EXCEPTION TO ORDINANCE-BASED TOWN DOUGLAS J. ZAHLER ROAD STANDARDS, AS ISSUED BY THE NE CORNER S de N LAND SURVEYING. INC. TROY TOWN BOARD ON 09-10-09. SECTION 1 2920 ENLOE STREET-SUITE 101 HUDSON, W 54018 ILOT 7 AREA TOTAL -132.027 SQ. FT. (3.03 AC.) E= R -116.682 SQ. FT. 2.68 AC. w V NORTH LINE OF THE SE1/4 OF THE NE1/4 lAl l c� (mwwww C.8_M VOL.5 PG_1324 S89 4W50'W 1320.73' I 987.72' 1 ............... ....................... .. 311.98' ~.LOT 6 ,:: 251.696 SQ. FT. (5.78 AC.) rr.r' ' LOT 7 g I ( H N N ................ ..................................................... .11 s ii S8945 50"W 666.65' .�A .................................... _ ' . 311.9r 8 6 64.10.003' od ` " 66 ' 1� arc., N894W50'E 353.01' °o at (rWVr4.1 r) a >X y LOT'.irp6 SCALE IN FEET 1" 200' �`.a �' ' J "'i - -------------t �0 1 �`r�st + ; �p 200 O 200 so w LEGEND FOUND ALUMINUM COUNTY 'byi��� ►�S \ SECTION CORNER MONUMENT O FOUND 1" OUTSIDE DIAMETER IRON PIPE I SET 1' OUTSIDE DIAMETER BY I I I 16' LONG IRON PIPE. WEIGHING Of wisc, 1.13 LOS. PER LINEAR FOOT �lr . vj DOUGLAS J. /4 y I I m FOUND 3 IRON ROD * ZAHLER I 9-2145 * E1/4 CORNER I i� I �- PROPOSED DRIVE HS-2145 SECTION t BUILDING SETBACK LINE - — DISTANCE AS SHOWN S V SOIL BORING O --TOWER RD. --- . (XX7CX'XX") REGORGED BEARING ON CSM VOL. 18. PG. 4747 EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS. RULES AND REGULATIONS (I.E.. WETLANDS. MINIMUM LOT SIZE. ACCESS TO PARCEL. ETC.) BEFORE PURCHASING ` ZONINDGOOFFINCE AND THE TOWN OF CONTACT TROY iFORSTADVICE. COUNTY THIS INSTRUMENT WAS DRAFTED BY.- DOUG ZAHLER JOB -Tbfr6-01 DATE: 09/10/09 SHEET 1 OF 2 Vol. 24 Page 5664 L ST CRO�x cOUNTY PLA NN1!1 V`VI ZONING G MEMO DATE: April 6, 2006 To: Mary Jo Hollister, CST#224832 Code Adn nistratton' FROM: Pam Quinn, POWTS Inspector#665054 715-386-4680 RE: Brent & Sonja Johnson/Country View Construction Land Information& ,CSM #762523 Lots 1, 2, 3 & 4, Section 1 Town of Troy y 715-386-4674 ' On April 5th, I visited all four lots for this CSM to verify data submitted on Real Property March 16th amended soil reports. With your assistance in re-flagging some of the 715-3 (=4677 test pits and hand borings, I was able to confirm locations for all tested areas. 1 apologize if previous memos made it a Re�'cling g p ppear that work had not been completed, but -386-4675 the discrepancies between lot lines for concept and final CSM, the surveyor's soil boring markers on the map, plus the use of two test pits by Dave Fogerty all made it very difficult to identify the tested areas. Lot 1: There are two soil reports for this lot. The BM#2 for the 3/13/06 revised site m plan was not visible anywhere near B2, but BM#1 is flagged in blue and available for use in mound installation. The tested area on soil report dated 10/23/03 has pink flagging and reported A±0" conditions, which would require a state on-site soil determination for mound design approval. See requirement for Lot 4. Lot 2: There are also two valid soil reports for this lot. Your BM#1 is a nail on west side of tree 21 feet south of B2 and flagged with blue tape, as are B1 and B2 (both excavated pits). BM#2 is the "top of PVC pipe" at 23" above grade and the 98.78' elevation should be double-checked. Dave Fogerty's soil report extends south of Mary Jo's tested area and allows flexibility in mound location and design. The site has not been altered and the contours indicated adequately represent the existing topography. Lot 3: My only criticism is that Comm 85.20(2)(b) specifically requires "at least one soil profile evaluation excavation per treatment or dispersal site shall be constructed as a soil pit" for estimated DWF of<1,000 gallons per day. This lot has three hand borings, with B3 being a hand-auger hole that was done while frost was still in the ground. The nearest excavated test pit is Dave Fogerty's B1, which is on Lot 2 >40 feet away. The new hand boring B3 is 77 feet southeast of a flagged as B1, which is 16 feet south of the north lot line. The "existing pit from Fogerty" (131) is 41 feet northeast of your B1. The PVC pipe shown as BM#2 has been flagged in pink tape and B2 is flagged next to it. Sr cROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD,HUDSON, W1 54016 715386-4686 FAx PZ @CO.SAINT-CROIX.WI.US WWW.CO.SAINT-CROIX.WI.US Lot 4: I found both blue-flagged benchmarks and excavated test pits`B1 and 62; bu`t couldn't' ' `` s. ecifically locate B3. B2 had standing water in it and the entire lot's soils were saturated at the ground surface. This lot requires an on-site soil evaluation by the state to determine if the,e is A + 4 inches of soil above seasonal soil saturation. BM#2 is approx. 11 inches above ra ".and needs to have its 102.96' elevation corrected (it is next to B2 at 100.3' . 9 ) Le .-to schedule the on-site for Lot 4 and the additional excavated test pit for the same day an (with elevation corrections requested) these four soil reports should be ready for use in P TS design and sanitary permit applications. xr ,4 °t ST.CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD,HUDSON, Wt 54016 715-386,4686 FAX PZ @CO.SAINT-CROIX.WI.US WWW.CO.SAINT-CROIX.WI.US i k pnp C �QO VOL 18 PAGE 4747 A PR V KATHCEE![ H. REGISTER NrAL�H-- OF DEEDS ST. CRQIX ��pp MI RECEIVED F89 WORD ST.GR(IIx 1;ouinY 05/13/2004 02:56PM sU lvaR°s RECORD CERTIFIED SURVEY MAP REC ERR, 13 018 CERTIFIED SURVEY MpEE2 LOCATED IN PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. SETBACK NOTE: 3 FRONT SETBACK = 150' lo SIDE SETBACK = 50' NE COR SEC 1 I REAR SETBACK = 5p' LOT 3 - VOL. 5 PAGE -- --------- FOUND SURVEY ! QM I I �, I NORTH LINE OF SE 1/4 OF NE 1/4 N 89'45'47" E 1320.73' MARK NAIL I 1279.70' f N 41.03' I �\------------------------------------------------------------ APPROVED ST.CROIX COUNTY Planning Zo"and Parka Cemmitlee olo I MAY 13 2004 I I �'�, �` na noordad wlmin 80 days of 5140 LOT 1 vat date approval shall be 611048 S.F. ------------ I f ° i `, . rnin ar•d veW 14.03 Ac. i N 89'45'47" E 353.0 `. E. R. 595702 S.F. i 311.98' } z 13.67 Ac. r-���� 'T o ; O�p��r����af/�•'`�\ AF � 108724 S.F. I r 0 R/ ����i. �� �S- `. �� i b ; 2.501 Ac. a1 z i 7' �� IE. R. 96b88 F. I� I '• �` o ' 0 2.21 i Ac. o I w I i ROGER LYNN 5;1�' G i o ! O0 I M I o f 14UMIP EREY � � '6 L � a! w z 1 ,• ., xW2,1l 8$ •+• LO �`� ``�a�`�\`�``� i I '`o-° N 8%45-47715E 353-.0 1N -1 8'410 �z => Ia o wc 4 !LOT 4_4 108726 �I ' !� IX7I 897637 S.F. `� z ° i 2.50 Ac. o 'o M 20.60 Ac. �`� E.i R. 9608 S.F. I I 1 LLJ 0. !�( I E. R. 837560 S.F. `. 2-21 A¢• I F- 50'1 0 e 19.28 Ac. �\\ N 89'45'4311 353.01' ' ice! I pa�I `---------- 41.03 I IQi) ' 3 5J, ! I I ! ----- ------------------------------------------------------ :-l0 101 , Irn IWI o 1751 I IQ - S 8958*42" E 1274.15' C - - - - I 1 - - - - -- - - - -——— ——— — — — — Tq — __ _� 46 'L - -TO WER ROAD-- - -a 79:41�18 W_ _j 315..03__EAST-WESL 1.,L4 LINE -- S83'41'38"1°' EAST 1/4 CORD ';941.43* ::v^CrJFND: UNPLATTED LANDS FOUND SURVEYI I I *, 1••: COR MARK NAIL 3Ei;. i .C"�'D a %F.. -3/4" BY 18" IRON ' NOTE: 3'• ALJMINl;M PIN WT. 1.50 LSS./FT. MONUMEI!T 0 FOUND 1" IPON PIPE BEARINGS ARE REFERENCED TO 7HE EAST LINE OF THE NE 1/4 OF SECTION 1, ASSUMED 1'0 BEAR -4� C•:UNTT' •'F-CTION MONUMENT SOO'04'24" W. (FOUND Aq NOTrD) as SOIL BORINGS 'Oa OWNER: , S— r - zoo' SURVEY CONDUCTED AT THE ---- BUiLDING SETBACK LINE REQUEST OF THE OWNER: o so ioo zoo COUNTRY VIEW DEVELOPMENT — --•*- PROPOSED DRIVEWAY 499 COUNTRY VIEW ROAD E.R. = EXCLUDING RIGHT OF WAY AREA HUDSON, WI 54016 THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL SHEET 1 OF 2 mo HUMPHREY ENGINEERING Vol 18 Page 4747 . ST CROIX CO AA1 UNTY ® I PLANNING &. ZONING MEMO DATE: March 3, 2006 To: Mary Jo Hollister, CST#224832 CodeAdministrau FROM: Pam Quinn, POWTS Inspector#665054 715-386-4680 Land Information& RE: Brent & Sonja Johnson CSM lots 1, 2, & 3, Section 1, Town of Troy Planning 715-386-4674 As a result of queries by a prospective buyer for lots 2 or 3, 1 conducted a site inspection to determine accuracy of data provided in soil reports prepared for Rear Prop these three lots on Certified Survey Map #762523. Based on my findings, the only 715-3 677 currently viable soil report for use in the design of a POWTS was done by Dave Re . cling Fogerty in September 2003, whose tested area is entirely on lot 3. Findings are 7 386-4675 su a 'zed as follows: of 1: to ated one tested area from soil report dated 10/23/03, which had A+O" conditio s and would require a state on-site soil determination for mound design pr I. This area was flagged and still has benchmarks as indicated although BM #2 elevation is incorrectly calculated. A different tested area was described on a soil report dated 1/25/04 in the northeast corner of the lot. BM#1 is shown as 115' west of Boundary Rd. and 120' south of the north lot line, with three excavated- backhoe test pits within 90 feet of it. There are no markers or visible backfilled pits to identify this area and the slope shown on the report is reversed from the topography I observed. Until the site on the more recent report can be identified and the data verified by county staff, no sanitary permits can be issued for this lot. Lot 2: Dave Fogerty's soil report for this lot was done prior to CSM; all three test pits and both benchmarks are still visible and the elevations using BM#1 as assumed 100' elevation were found to be accurate. This site had an on-site completed by Leroy Jansky, Dept. of Commerce, who agreed that a mound or at- grade system was feasible based on soil conditions. The site has not been altered and the contours indicated adequately represent the existing topography. Your subsequent soil report (5/5/04) utilized one of Dave's test pits and indicated that the south lot line had been staked by owner. The official surveyed lot line and corner stake are farther south than the flagged lathe that appears to be the owner's marker. The southerly test pit and BM#2 shown on the plot plan match the location and elevations of Dave Fogerty's B-2 and alternate benchmark of 2" PVC pipe, which are 145 ft. north of the south lot line. I could not locate your backhoe test pits B1 or B2, or BM#1 that are indicated as north of Dave's test pit. ST.CRO/X COUNTY GOVERNMENT CENTER PZ @CO.SAINT-CROIX.WL US 1 10 1 CARMICHAEL ROAD,HUDSON, WI 54016 715-386-4686 FAx WWW.CO.SAINT-CROIX.WI US 1 L ou use an "existing pit from Fogerty marked on is repo an ave s ongma ` #1 as your assumed 100' elevation. However, the north lot line is 50 feet farther south than ur plan shows; there is a surveyor's stake and lathe marked "lot 2" at the SW lot corner for r rence. I found the 1" PVC pipe shown as BM#2 on the plot plan and the elevations/slope da pear correct, but no visible sign of hand borings or markers indicating 131 and B2 loc This soil report is not useable since two of the three test pits are not on this lot. Alt your soil reports for lots 2 & 3 make it look like only one of Dave's test pits was utiliz the data indicate that you mapped tested areas using both his B-1 and B-2. Your test pits avated to 59" and 50" on the lot 2 report should have resulted in backfill material or other sturbance that would be at least as visible as the exposed test pits from Fogerty's soil report.. l re-visited the site to try and locate these pits without success. Neither your Lot 2 or Lot 3 soil reports will be accepted for use in POWTS design or sanitary permit issuance. A py of this memo will be attached to the soil reports and sent to the owners. Notify the ning office when Lot 1 and Lot 3 soil reports have been completed so staff can verify that they can be released to plumbers for POWTS design. ST.CROIX COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD,HUDSON, W1 54016 71 X386-4686 FAX PZ @CO.SAINT-CROIX.WWS WWW.00.SA1NT-CR01X.WWS P�Of I ppa 3 ff 3 pROM OWN M- CL APP w I LLL" 4 CA"t_s Lmw: /-,YD mwr wees Aare a u Q25' JOR oM GKOVT S. SW JA -tFFe sE t: t t ) KOLtbD 5W2F�Ct✓✓ MEb ! W 7o F Co 4rz-= IKE TREE •5YJA16DV U tX 5-r :wwLtAjD- lb:50/9 F WlsCOlsi -50L DORM W/ 13AMU a NO COMM 85"Aa M5 7v0'✓'` I �pCo�lAtCfl t�-D/kD�v �IJE a� t g` Q x U�5 ZIA 0 3 1 00. ' � t o E= A-�-U ccr - (SAS to F 0 x �b_Z3-o 3 4 04 PLOf PLAID p � pMMOYMP: cotAMTRY u I. M?:1=' o'Ewwt wtt�X€1Jat Zgujn') t�crc t_ 6M ?SPIKE ruT E A D Ak E loo JkT eD im-ME SSA OF-WELME nEa. 1,T l 2- 'f DP OF PV = t4.W' LO t OF s 1 b 5011.00046 W/ 6AGKF10� W%5CON S 0. NO COMM M 5MACK CMS ft PRUpossb n- "v'r e-5 aC 10RTH -PM%RTY U NE y `ap,oQ� X92.46` I�y•08' L-L I .3s � 9 Ala �k `� SLOPE Z P BMA 0 4 To wE.�an, A 0 � 1 i , Parcel #: 040-1000-70-045 08/09/2012 10:24 AM PAGE 1 OF 1 Alt. Parcel M 01.28.19.4A-30 040-TOWN OF TROY Current ❑ ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 10/28/2009 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner TANNER N&PATRICIA K TURNQUIST O-TURNQUIST,TANNER N& PATRICIA K 576 BOUNDARY RD HUDSON WI 54016 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description *578 BOUNDARY RD SC 2611 SCH DIST OF HUDSON SP 1700 WITC Legal Description: Acres: 3.030 Plat: 5664-CSM 24-5664 040-09 SEC 1 T28N R19W PT SE NE FKA CSM 18-4747 Block/Condo Bldg: LOT 07 LOT 1 (14.03 AC)BEING CSM 24-5664 LOT 7 (3.03 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 01-28N-19W SE NE Notes: Parcel History: Date Doc# Vol/Page Type 12/07/2011 946853 EZ-1 05/05/2010 915577 EZ-U 10/28/2009 906094 24/5664 CSM 10/28/2009 906093 RLSE more 2012 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/18/2011 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.030 65,300 189,200 254,500 NO Totals for 2012: General Property 3.030 65,300 189,200 254,500 Woodland 0.000 0 0 Totals for 2011: General Property 3.030 65,300 189,200 254,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Total Special Assessments Special Charges Delinquent Charges 0.00 0.00 0.00