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0 ca 0 !C -V o J � § « 2 § ¢ k r " E 2 / ° k k I E m g E 0 ] B? % %i 90 m\ \k 7 K K § / ' K e § \ 2 G q r k k ■ a E 8 f g § ƒ © CD / > £ % CL \ _ @ a CL §� "Ni, � ■ � � z 0 0 0 / 0 CD CO) ) k / K «r-3 �oqs 0 § ; CD y $ w k D \ 2 ¢ 2 0 E = z C— 'o \ t ` W K J § �KCD CD® CD _N C , 2k g / k & gig 7 i$� >§ k/E _ J 2: \ R z E E @ R 0 k tp T ) 0 k / E § ) . m j 3 � .• 7 » � ^ �K z=co o > a °R — (D CL 0 <FD#— < Zo ,2 ƒk � 2[�k §\o§ c \A2k$\/ % §2§ :3 mk7 /��k� ) =Ea,M� # =�M0 q as aW= =n�— C. @#200 ��S =2\] $ (Dl<c— — 9 ° =,(n0 t CD � a ID w \�EG@�$ S =J a) CD 2 'DES. §. 2 CD o — 0 CD K � � Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420655 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Colloton, Bruce & Sandra I Troy Township 040 - 1246 -10 -000 CST BM Elev: ' Insp. BM Elev: BM Descriptio L Section/Town/Range /Map No: 0 1 r7 B A Z M rwi S 1; 8 24.28.20.1263 TANK INFORMATION ELEVATION DA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing A Alt. BM , , , s 1 dove �� (•S 07. O Aeration BI g. Sewer vefred ► 3 �v h s,7 �� 93. Holding St/Ht Inlet Cow 4 — s . 13 7 X12.33 TANK SETBACK INFORMATION St/Ht Outlet 13.9 Z• l� TANK TO P/L WELL BLDG. Vent Air Intake ROAD Dt Inlet Septic / I Dt Bottom Dosing Hea er/Man. 17-Sb� 0 Aeration Dist. P ipe 11 , 0 P a 7 (� Holding Bot. System Final Grade PUMP /SIPHON INFORMATION ( 0,5' / o P i- .3 q "5- (of Manufacturer Demand St Cover s GPM ) '� �� 2 - Model Number X15.7 TDH Lift Tcti ss Sys d TDH Ft ate- . Forcema' ength Dia. Dist. to Well -. T /a .08 6" d Ll SOIL ABSORPTION SYSTEM 2 g BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 14- G2 SETBACK SYSTEM TO P!L BL WE L LAKE /STREAM LEACHING nufact INFORMATION CHAMBER OR )!� ` Type Of System: ( UNIT /) 10 r O ► Model Number: !� 4e DISTRIBUTION SYSTEM '3 � (� I( �— 1•,; G1�� -� Header /Manifol (_ Distribution / x Hole Size _ x Hole Spacing Vent to Air Intake '�/ l � 1' Pipe(s) 3 / Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only ta�3 Depth Over Depth Over xx Depth of eded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil r Yes X No Fx� Yes N No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: 0 t OZ03 Inspection #2: / / Location: 291 St Annes Pkwy Hudson, WI 54016 (SE 1/4 NE 1/4 A4 T28N R20W) Troy Village Lot 21 Parcel No: 24.28.20.1263 1.) Alt BM Description 2.) Bldg sewer length = �y ��v.-- amount of cover = � S yS-f�h� �2l/ RpPMT:. 7Y Plan revision Required? Yes No Use other side for additional informa SBD 6710 (R.3/97) _5 / Date Insepctor's Signaturree�f�� Cart. No. ( � "_ - li t k� ,S V�e r 1 / 1 . 7 a s 6 7s � , ` G� -� sib e'�- g 2� � * � .� J s� �� �►�+ PROM TOMOandOSTACEYONELSON PHONE NO. : 00000000000000000 JUL. 22 1999 08:26AM P7 F'r�Gi~ 3 CF J SITE P AN SCALE: 1 " 4Q' �Ali cl dP p� D f s lc�oiy abed "N /44W -7/ r i z .a ?TES: PROVIDE , uNYSiiJSi OF L' MOUND x0 8E A �LINIMUH OF 2s + FROM BOTTOM OF 8II? AND" =S'I'�2iG C►ROUNI: . DU= -LING; 50 FROM WELL; 5 FROM LGT :. OGDEN E NGI NE E RING CO. JAMS". FILKINS. CSTMO3968 Civil Engineem '.a Survsyars DATE. tZl-' 97 � 1 W Waut / u! .t. -?r ca (is. w' 7402.2, PAGE 3 OF 3 SITE PLAN ---_ S T •9.v,,s.s, SCALE: 1 " 40' Q 0 X� i ONA G7 ❑ . s1a�e h� �S 25 QLre 4 � a : `Trench s 4e. ....... ..... ... l - se tb tf b 7. Z. 4 bwcu 2 Safety and Buildings Division Cabby � 201 W. Washington Ave., P.O. Box 7162 ST. CROIX Ad �S�hsjn Madison, WI 53707 - 7162 Sim dress De art ment of Commerce 291 ST. ANNES PARKWAY Sanitary Permit Application Sanitar Permit b S In accord with Comm 83.21, Wis. Adm. Code, perso W information you provide >m be used for Privacy Law, s15. m ❑ Chock if Revision i I. Application Information - Please Print All Information State Plan I.D. Nu Property Owner's Name Parcel Number p BRUCE LENZEN HOMES/ MICHAEL & SANDRA C LLOMCEIVE® q p /a S!G �a 0(�Z63 Property Owner's Mailing Address Property Location zq. 2 a �J ' G.CJ 2251 RUBY ROAD JAN O 9 SE 'A NE u ;S T City, State zip Cade Phone Number Lot Number Block Number HUDSON, WI 54016 ST - C' 1 COUNTY LOT 21 ZONING OFFICE Subdivision Name CSM Number 3�6 ^ TROY BURNE VILLAGE II. Type of Building (check all that apply) S vU4 OC;ty 01 or2 Family Dwenigg- Number ofBedrooms 4 BEDROOMS I OVillage ❑ Public/Commerciai - Describe Use �'fownship TROY D State Owned N st Road . y 7 LINDSAY ROAD III. Type of Permit: (Check only one box on line A (numbering scheme for internal Wise). Complete tine B if applicable) A- 1 8 New 2 0 Replacement System 3 D Replac emeat of 6 0 Addition to For Count''s` stem Tank em S st B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date issued IV. Type of Permit: (Check all that apply)(mmm beSL g eme is for internal use) 3 trenches "*No. - Preszed I.Groumd 210 Mound 7 � X 47 D Sand Filter 50 D Constructed W 22 0 Pressurized In�irourd 41 ❑ Holding Tank 48 I] Single Pass 51 ❑ Drip Line 1 @ 625 45 0 At -Grade 46 0 Asftbic Treatment Unit 49 +0 Roc4gkfing 30 0 Other 2 @ 56.25' V. Area Information. 28 bio- defuser chambe & Zabel A10Q filter Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation m Elevation Final Grade 600 RoVired Proposed Ratc(Gals./Days/Sq.Pt.) (Mlm./Inch) 88.9 1 Elevation 857 � IM2 � 7 94.5 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New I Emoting Tanks Tads SqpdeOf HolditTw* YES - 1250 1 WIESER YES nosing Cbember VII. Responslbiiity Statement- L the undersigned, 2 =Mno rAnWWMha for installation of the P'OWTS shows on the attached plans. Plumber's Name (Print) MP/MM Number Business Phone Number TODD FEATHERSTONE 242514 715 - 381 -1704 Plumber's Address (Street. City. Slate, ip Code) 368 TOWER ROAD HUDSON WI 54016 VIII. Coup /De artment Use Onl pproved 0 Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Ag ignanrre (No Stamps) Surcharge DDea�arti i Initial Adverse �Ji�� 225-„ -- • ut :-%s ` IX. Conditions o Approval/Reasons for � is_a�p -21 y t mX Y AK` S �`nsa't V zs $a4( r�"i 'S w6m (te > fee the system on •,••' •• :lax 11 � _ wua.n� r - _ -ER~ OLCAWAlIN81NC _ -- - -- --� 368YOWE888g8 4 --�-- NWBONWI -848 - - -� - 651 -43 &1967 OR 715 - 3-381 -1704 FAX LINE 715388 -8885 lit 1 i � I t r I I L i 1 i j _ - I iwT EC31 i i L 66 ° N $, 42 `\ � �� 2 3.47 W N 1309 I _ ¢8259 S F S a. � 0 4 o 686 S.F. P 0 U T L 0 T "T ry` 1.108 - � o° W I o I_ 6338 S.F. ° ml o � 1 1.064 ACRES o � 1.577 ACRES o ° 0 00 , 00 18 w 4O.8 V 3 0 ^ •- 0 6 I ? 211.69 _ Z 80.50' = 67080 S.F. i N 84 °00' 00" W `�8� o ►: +.540 ACRE` 292.19' 84 °00' 00" E 280.82' 0.24' $T__._ 0'�' � '��o' - -- - - - - - - - - - 6b s c S 6 i -_ •�jp \,.�- ___cis 6 --- -,� --� 32 I - IA N , O � 3 3 44107 S.F. - -- 237 S.F. 1.013 ACRES I 12, \� G 91 ACRES I N C20 _ S 80 °00 00'r , 56619 S.F. it ` E 2 1.300 ACRES 40 m .00 I I 1 N o 31 N �. 43560 S.F. I o. o °° 41. �M 1.000 ACRESI No f � n 2 co , I ° OUTLOT L ac o l 3 w lo 1 ^ S _ ° S so*o0 00' E 1 43738 2 2 S ° o o °-° S .F. n 6 " E 3 240.00, i i o l 1.004 ACRES a_o o g o 3 of .° o' o N 180 ° 00' 00" W o 00 30 '- 239.15 o I ui ° C4 -53539 S.F. 1 0• 2 o S n N 1.229 ACRESI 0 Q o = N O .- N o f I4 I to O E M �i I 23 0 E '° 54287 S.F. N o N 80 °00' 00'I yy >- 1.246 ACRES N Joo 240.00 i N v z z Z I Z , �,' N b0 °00' 00 w w a „ W w .S 29 I -I 236.22' m 57187 S.F. I °' 1.313 ACRES rn Z I w I Q �'- .o m 0) 3 4375 S.F. v / 1.005 ACRES, w �� per, /� V . X 4 0 ° . , : •..N 00 .00„ ^. w ti ry NON 2$ 3922 S.F. .238 ACRE 150 /'° G , SCALE: 1 — ° 'b D ^� 5475 5 S.F. °��, SCALE IN FEET �- y1 .�. 1.257 ACRES 'Cry 300 45C 75' 150' IK 26 C° /73799 S.F. �! 1.694 ACRES Safety and Buildings Division 13 East Spruce Street Chippewa Falls, WI 54729 Nviscon'sin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary July 29, 1999 a CUST ID No. 2631 3 97 N: INSPECTOR s NING OFFICE HO; ENVIRONMENTAL BY DESIG ST c 9,9 CROIX COUNTY SPIA 1432 120TH ST 01 CARMICHAEL RD ONiNGOFFICE NEW RICHMOND WI 54017 Z UDSON WI 54016 RE: CONDITIONAL CERTIFICATI g r Identification Numbers SITE: ST CROIX COUNTY, TOWN OF TROY Transaction ID No. 20751 -902 SE, NE, 24, T28 N, 20W-- Plat Permanent File No. 20751 TROY VILLAGE LOT 21 Please refer to both identification numbers, above, in all correspondence FOR: DESCRIPTION: RESTRICTION RELEASE with the agency. OBJECT TYPE: POWTS The Department has reviewed the request to release the mound restriction on the above referenced property. This request is supported with information that indicates this property is acceptable for development with a below grade soil absorption type private sewage system with a mound system as a replacement system. Therefore, the Department waives the above mentioned restriction and has no objection to the development of this property provided that the private sewage system is constructed in accordance with the applicable requirements of Chapter Comm 83, Wisconsin Administrative Code. Conditional certification is hereby granted to waive the mound system restriction for the initial or primary soil absorption system provided the following condition(s) are met: 1. That the release and waiver of this lot restriction for the initial or primary soil absorption system be incorporated into a correction instrument under s. 236.295, Wis. Stats. The replacement system will still be a mound system. This should eliminate future questions regarding the restriction on the recorded plat. 2. This lot has two preplanned soil absorption system areas, and as such no development (except system installation) shall occur within the preplanned areas. The mound area includes a 25 foot zone down slope of the mound perimeter that may not be compacted during house construction and lot development. The entire mound area including the 25 foot down slope area should be fenced off to prevent disturbance during construction. In addition, development adjacent to the preplanned area (i.e. Lot 22) shall meet appropriate setbacks so as not to jeopardize initial or replacement private sewage system installation. Pursuant to Com 87.04 (7) (a) 2., Wis. Adm. Code, any changes to the location or extent of the preplanned area will require Department review and approval. This certification does not include review of the design for the proposed private sewage system. All other applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit for a project at this site. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. ENVIRONMENTAL BY DESIGN Page 2 .7/29/99 • Sincerely, DATE RECEIVED 03/26/99 FEE REQUIRED $ 80.00 FEE RECEIVED $ 80.00 er�G.nsky, W ewater ecialist BALANCE DUE $ 0.00 Field Operations Bureau (715)726 -2544 Voice (715)726 -2549 Fax WiSMART code: Ijansky @commerce.state.wi.us cc: Derrick Construction DOA - Plat Review �Wisconsin Department ofCommerce SOIL AND SITE EV Page 1 of 3 DOsion bf Safety and Buiidings in accord with Comm 8 5; Wis. Adn'v-. d Environmental By Design Attach complete site Dian on Dauer not less than 8% x 11 inches in size. Pla include, but not limited to: vertical and horizontal reference point (BM), direcoR" d {\ ) r percent slope, scale ilnelnsiorTe, north arrow, and location grid die wrest raPad (" St. Croix or rl _e I.D.# APPLICANT INFORMATION - Please print all informati l E i ; ; y Date Personal information you provide may be used for secondary purposes (Privacy Law, - p4 (1) (m))•S7 CRC X I 7 Property Owner Property L �0FF;CV Continental Develovment vt Lot z SE 1/4` 1/4 S 24 T 28 N,R 20 W Property Owner's Mailing Address Lo #, ;; Block # Subd:' ame or M# 12301 Central Avenue NE, Suite 230 21' a e City State Zip Code PhoneNumber I El City ❑ Village ®Town Nearest Road_ Minneapolis MN 55434 612- 757 -7568 Troy Lindsay Road New Construction Use: Residential / Number of bedrooms 4 ❑Addition to existing building ��Niuw. wit ❑ Pai yr vvmi w ° rv�ul �iw I Code Derived daily flow 600 gpd Recommended design loading rate .7 bed, gpdtr .8 trench, gpd/ffs I ` Adsorption area required NY/ be tr 750 trench, W Maximum design loading rate .7 bed, gpd(ft? .8 t rench, gpolfY Recommended infiltration surface elevation(s) 89.50 8c 87.50' ft (as referred W site plan benchmar I Additional design / site considerations Two stepped trenches at above elevations Surface Elevations to be 93.83 & 91.83 with respect to above caUvauviis Parent matiarial T .rrcc rh7rr C_.larial flntca ash CI��� n!nin alatoofirm if annli f-Mhlo inn ff S= Suitable for system Conventional . Mound In.Graund Pressure AT.Grade System in Fill Holding Tank 1 =1 InciRohlra fn cvctam f7A e n I I n 0 rN7 1 1 F71 Q r 1 1 n cF71 1 1 r e IV 1 1 r a Ii 1 - - r'__ I w ... u I u ,c-v .. I w ., u .+ I u w •• I u �+ w �+ I u �+ vy SOIL DESCRIPTION REPORT Bodn Horizon ueptn DominantColor Momes Texture structure Consistenc Boundary Roots uru/lr 9 in. Munsell Qu. Sz. Celt. Celaf Gr. 8 Sh. iced Trench 1 I 1 0 -10 10y 312 - sit Fill mfr cw T If 5 6 I 2 10 -22 10yr3/4 - sl fill mvfr cw - .5 .6 f Ground I z 22_7n IN-111 elev r' 93.02 ft I 4 70 -135 7. /4 - s Osg tnl - - .7 .8 Depth to `f NS r0 ..Su A -_ _ a....... --A- -,. ........w �. s...... �.u.C: factor will be deverted from system arear Comm 83.10(1),WI Adm. Code >135 L — � - I Remarks: Site has been graded so as to eliminate undesireable soils above 7 1 0 -9 10yr3 /2 - sil 2msbk mfr cw 1f .5 .6 ` 2 9 -13 7.5yr4/6 - I is lmsbk mfr I cw I . i . I I 3 13 -32 7.5yr4/6* - s* I Osg I ml cw 1— 7 8 95 ft Y J4-`►L. l.Jyi J/V - J Vbs Liu VW - ./ .0 Depth to 5 4248 7.5yr3/4 - is lmsbk mfr ew - .5 .6 limiting I factor I 6 48 -140 7.5yr5/4 - s Osg ml - - .7 .8 �;4u R°merirc• * Dkenntinunnc hands of c 7 5vr3 /4 This cite hoc heen oraded an ac to remnve, rrctrirtivP. snil hnriww-, CST Name (Please Print) Signature: �� Telephone No. Thomas C. Nelson 715- 246 -2454 Address Enviromnental BY Design - Date T 7 CST Number Ref 1432 120th Street, NewKichmond, W1 54017 5 /ll/ 2 27387 1 49 PROPERTY OWNER: Continental Development SOIL DESCRIPTION REPORT 149 Page 2 of 3 PARCEL I.D.# Environmental By Design Wewi7nn Depth Dominant Color Mottles ro ro Structure ,nncicfanrp Rnrrnriary Rn_n_t_c_ C'PD/W ' ......... i in. i Munsell i Qu. bz. Uont Uo i _,.._._ i Ur. bz, bn. i - - - - i i Bed i Trench 1 10 -10 i 10yr3 /2 i - sl i fill i mvfr i ew if i 5 6 L 1V -1 / 1VY1 J/L - Al LILAUA lllVL VVV - .J .V I Ground �f 3 17 -22 7.5vr4/4 - Is* 2mshk mvfr ew - .5 .6 94.82 ft 4 22 -140 7.5yr5 /4 - s Osg ml - - 7 8 Depth to I limiting I '-140 i 1 `JZK Remarks: * small animal bumoughs sil 10yr4 /4 ............ This site has been graded so as to remove restrictive soil horizons 1 0 -10 1 10yr3 /2 - sit Fill mfr ew if 5 6 2 10 10yr3 - sl fill tnv€r ew - .3 .6 I vww nu elev 3 2 -54 l,Qyl3 / - siI I , !nfr I cyY - :5 6 1 I I I 1 �.23ft 4 154 -1401 7.5yr6/4 ( - ( s Osg ml 1 - - .7 8 Depth to limiting factor — ;; A^ b 3.4 b�99.1g6 Remarks This site has been graded so as to remove restrictive soil horizons 1 1 I I I I 1 I 1 1 1 1 Ground elev 1 l Depth to Remarks: elev I , I I 1 I Depth to I 1 1 1 I iirniiiny factor 1 1 I I I 1 I Remarks; I - PAGE 3 OF 3 SITE PLAN ---. SCALE: 1 " - 40' >l j slop - v V � ` F / r r � V C e I I V A KA: W Br D 1432 120 'STREET, NEW RICHMOND, WISCONSIN 713 Troy Burne Village ` T 1 PAGE 3 SE Y; NE a, SECTION.__ 1 ` __ T 28 N. R- _19 - TOWNSHIP TR Couwi St. Croix, wisconsin J u c L + C) ,2ia go, � 1 0Uti I SCALE I" =40' Tom Nelson BM 1. Nail in cottonwood tree 100' 227387 BM 2. Top of 2" iron pi1w `J corner 86.27 ST. CROIX COUNTY WISCONSIN ZONING OFFICE p p p p p l+ p■ ST CROIX COUNTY GOVERNMENT CENTER ■� ■ +, 1101 Carmichael Road �' • " Hudson, WI 54016 -7710 (715) 386 -4680 July 29, 1999 Wisconsin Department of Commerce Plat Review ATTN: Leroy Jansky Box 8911 Madison, WI 53708 -8911 RE: Onsite soil verification, lot 21 of Troy Village Subdivision, Sec. 19, Town of Troy, St. Croix County, Wisconsin Dear Leroy: I have reviewed the soil report for lot 21 in Troy Village Subdivision, filed by Tom Nelson, CSTM #227387 and have conducted an onsite soil verification of lot 21. My findings have verified that the soil conditions as reported by Mr. Nelson are accurately described. Mr. Nelson provided an additional soil boring per my request to verify that the proposed system was not being installed in fill material. I'm satisfied that the addition boring meets the code requirements. The soils at this site are suitable for subsurface sewage disposal with a loading rates of 0.7/0.8 GPD /sq.ft. If you have any questions regarding this issue, please contact me at the number listed above. Sincerely, #of 7671 Date? P9 pag f a4m-� e Post -it Fax Note From - Rod Eslinger TO a Co Zoning Specialist Co. /Dept. + phone # phone # ... , Fax # ' cc: Tom Nelson Fax # t tisconsin Department ofCommerce SOIL AND SITE EVALUATION Page 1 of 3 Division qE Safety and Bu>Idings in accord with Comm 83.05, Wis. Adm. Code Environmental By Design ` Mach complete site plan on paper not less than 8'/Z x 11 inches in size. Plan must County dude, but not limited to: vertical and horizontal r t (BM), direction and St. Cioix percent slope, scale or dimen afidVot sions, north an CIO n nee to nearest road. �_.._.._ � Parcel I.D.# APPLICANT INFORMATION - e � print all int6ftation. Reviewed By Date Personal information you provide may be , P° ^" "'ar r Privwc ,,Ldw, g. 15.04 (1) (m)). Property Owner, F Property Location i5i - W— Continental Develo Govt. Lot SE 1/4 NE 1/4 Property Owner s Mailing Address J Lot # Block 11 Subd. Name or CSM# 12301 Central Avenue NE, ift ,23 ("'O / °' 21 Troy Burne Villag City Stat ' 6MFp�iber ❑City El Village ®Town Nearest Road Minne olis MN �'�^ Troy Lindsay Road ❑ New Construction Use: ❑ Resl l' f bedrooms 4 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd/f 2 .8 trench, gpolfr? Absorption area required 857 bed, fF 750 trench, fts Maximum design loading rate .7 bed, gpdff .8 tr ench, gpolfF Recommended infiltration surface elevation(s) 91.26 & 90.30 ft (as referred to site plan benchmar Additional design / site consideration Two stepped trenches at above elevations Parent material Loess Over Glacial Outwash Flood plain elevation, if applica ble na ft S= Suitable for system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system ®S ❑ u El ®U ® S El El s ® U ❑ S ® U ❑ S ® U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Consistent Boundary Roots GPD/fF Borin g# in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench l 1 0 -10 10yr3 /2 - sil Fill mfr cw if .5 .6 2 10 -22 10yr3 /4 - sl fill mvfr cw - 5 ;' 6 Ground 3 22 -70 10yr3 /2 - sil fill mfr cw - .5 .6 elev 93.02 ft 4 70 -120 7.5yr6/4 - s Osg ml - - ? 8 Depth to limiting i factor 3� >120 Remarks: Site has been graded so as to eliminate undesireable soils above 2 1 0 -9 1Oyr3/2 - sil 2msbk mfr cw 1f .5 .6 2 9 -13 7.5yr4/6 - Is lmsbk mfr cw - 5 6 Ground 3 13 -32 ZS 4/6* - s* Os ml cW - .7 .8 elev g 95.26 ft 4 32 -42 7.5yr5/6 - s Osg ml cw - 7 8 Depth to 5 42 -48 7.5yr3/4 - is lmsbk mfr cw - .5 i .6 limiting factor 6 48 -96 7.5yr5/4 - s Osg ml - - .7 .8 >96 Remarks: * Discontinuous bands of s 7.5yr3/4 CST Name (Please Print) Signature: Telephone No. Thomas C. Nelson �� -- - 715- 246 -2454 Address Environmental By Design Date CST Number Ref # 1432 120th Street, New Richmond, WI 54017 12/2/98 2605 170 #OPERTY OWNER: Continental Development SOIL DESCRIPTION REPORT too Page 2 of 3 PARCEL I.Q. # Environmental By Design Depth Dominant Color Mottles Structure GPD/fF Horizon in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. onsistence Boundary Roots . Bed :Trench 3 1 0 -10 10yr3 /2 - s1 fill mvfr cw if .5 ! .6 2 10 -17 10yr3/2 - A* 2msbk mvfr cw - .5 .6 Ground elev 3 17 -22 7.5yr4/4 - Is* 2msbk mvfr cw - ..5 .6 94.82 ft 4 22 -95 7.5yr5/4 - s Osg m1 - - 7 8 Depth to limiting factor >95 i Remarks: * small animal burroughs sil 10yr4/4 Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: N BY DE 51GN 1432 120th STREET, NEW RICHMOND, WISCONSIN 715 - 246 -2454 Burne Village 2�' w� PAGE 3 Troy Zo SE Y NE Y4. SECTION T 28 N, R AT W TOWNSHIP TROY C UNTY St. Croix Wisconsin d s� N d t L d �- N 63 P d 4- J D (X slope, ._1 amp Sv has been 0�rc eC) rQMclvinq so ils oA oue SCALE 1" =40' Tom Nelson BM 1. Nail in cottonwood tree 100' 227387 BM 2. Top of 2" iron pipe SE cornLer 6;D i EA -.1 1 .r 1 SIGN 1432 120 STREET, NEW RICHMOND, WISCONSIN 715- 246 -2454 Troy Burne Village F PAGE 3 SE 4 NE Y4, SECTION 19 T 28 N, R 19 W TOWNSHIP TROY COUNTY St. Croix Wisconsin l� d d Wb LOA u ' a� � R _�' s has b�e� ( - G ti� f ti✓ G wJ �,w �( Q M d V I n I.L t1 d e S r e c Soils ab e o u c�,�,i, Q•v' M,�{ (u tic CA LF 1" =40' �� �"'"' �"� W - Tom Nelson BM 1. Nail in cottonwood tree 100' 4,Gtimg 227387 BM 2 . r1 W44A WlsconSel0apart- entof SOIL AND SITE EVALUATION REPORT Page .Lot I Labor arts Human R"tions osn at S`atsry $ swk*ny: in accord with ILHR 83.05, Wis. Adm. Code c COUNTY Attach complete site plan an paper not less than 8 1/2 x 11 inches in size. Plan must include, but . CROIX not limited to vertical and horizontal reference point ( % of slope, scale or PAA RCEL I.O. i dimensioned. north arrow. and location and dista tQ b , APPLICANT INFORMATION- PLEASE P to, J LL 1160 9 A REVIEWED BY OATS PROPERTY OWNER: ERTY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE &JOHN AND B ! ` �U . LOT 1 /4W 1/2S 19T 29 NR 19 -64" W PROPERTY OWNER':S MAILING ADDRESS t x Melli s SUM NAME OR CSM t+ 260 COUNTY ROAD F -7 �( 1 TROY VILLAGE CITY, STATE ZIP CODE ,P E NU 6F- CITY VILLAGE OWN NEAREST ROAD HUDSON W 54016 - OY !: /Np 12 New Co MJ=n Use �K J Residential / Nu m t 6k6o 4 Addition coexisting building L I Replacement ( Public or commercial describe Cade derived daffy n 600 9Pd Recommended design loading rate D• ¢ bed. gpd/ft trench. gpdM Absorption area required O20 bed, 9 - 1 0o trench, 9 Maximum design loading rata D• _ O bed. gNM D.6 bench, gpdM Recommended infiltration surface elevations) BY DESIGNER It (as referred to site plan benchmark) Additional design / site considerations SreiC 07 N 19 , Pmentmamnal GD�SS Tl�L D!/?'G�/vt�!! Rood plainelevatlon, if applicable NIA ft S SUlfi3b18 for system cONve mONAL MOUND IN -CMUN0 PRESSURE AT-GRADE SYSTIBA IN FILL HOLDING TANK U = Unsuitable for Lem I ❑ S RU I � ❑ U ❑ S � I ❑ S ETU I ❑ S [S'U ❑ S all SOIL DESCRIPTION REPORT Depth Dominant Color l Mottles I I Structure I I Rw� GPD/rt, Boring # Horizon in Munsell I Qu, Sz, Cant, Color (Texture I Gr. Sz. Sh. 1 iftir Bad 'Trerxtt A 0 -30 lOYR 4/2 - -- _ mfr cW I2vf -f OA 0.6 3208 ` ` B1 30 - 10YR 5/3 ___ sl lm -csbk mfr as lvf 0.41 0.5 Ground B2 40 - lOYR 4!4 - -- sil 2msbk mfr w lvf 0.51 0.6 e1w mf i - -- lvf 91 B3 46 -72 lOYR 4/6 Imlf 5YR 5/8 sil 2bk - -- - -- Depth to limiting factor Remarks: Boring # I A 0 -37 lOYR 4/2 12m -csbk mfr cs of - fl 0.5 0.6 .:; - -- 209'' B1 37 - 10YR 4 4 BI 12msbk mfr ( W Ilvf 0.5 - -- NA B2 46 -72 10YR 4/6 mad SYR 5/8 sl 2msbk mfr - -- lvf - -- - -- Ground elev. 91 ft. Depth to limiting factor 46" Remarks: FNo PnM J AMES 'p_ SINS Phones (715) 425 -7631 OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 W.. Daw. �l l"�I 7 CST Numbr CSTM03968 PR0pFjM.0pNER SOIL OESCSIPTION REPdRT Page 2 of _3 • 4 Oeptn Dominant C431or Moines Texture Structure I Cawwrce I&ul=y I Roots I GPG /tt-� Non=n in Munsett Ou. SL Cont. Caa Gr. Sz. Sh. I Sea 1 Tmncn Boring # _ 1 2m -csbk Imfr Icw of -fl 0.5 0.6 A —24 �OYR 4/2 -- B1 4 -42 OYR 5/3 - -- Isl 2m —csbk mfr i �vf , 0.5 4.6 B2 �2 -52 OYR 4/4 I - -- sil Iw of 0.5 0.6 Ground elev. B3 52 -72 110YR 4/6 m3d 5 5/8 sil 2msbk mfi -- -- - -- 9 Depth to limiting faC'SZ02n , I I Remarks: Boring # I I I l I Ground I elev. ft Depth to 4 Iinv ing factor Remarks: Boring z l I I 1 Ground I I I I l LAW Depth to limiting factor Remarks: Bonng # u elev. fL I Depth to li mtOtg factor Remarks: seo- auotA.otsrort -- Y : PAGE 3OF3 .r SITE PLAN 5�' AtivE SCALE: 1" = 40' TY Q ' 0� v 1 1 e zo8 71 G. o T Z Z NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. 20 W OGDEN ENGINEERING CO. JAMES "O. FILKINS, CSTM03988 Civil Engineers & Land Surveyors 113 W. Walnut St. River Falls. WI 54022 DATE: 5t�id4?7 (715) 425 -7631 State of Wisconsin Memorandum /Correspondence DATE: June 18, 1999 TO: Tom Nelson Environmental by Design FROM: Leroy G. Jansky Wastewater Specialist, Senior n. E -mail Ijansky @commerce.state.wi.0 All s 1999 Fax (715) 726 -2549 ST CROIX Voice (715) 726 -2544 r COUNTY SUBJECT: Lot 21 Troy Village % I have reviewed the information you've sent me and still do not have a complete file so that I can finish my review. I need the following to finish the review: 1. Revised soil test report page one showing the actual date the most recent work was done. The December 1998 date cannot be correct since.you just recently dug the borings deeper. 2. County onsite report. I thought I had one but after going through my files I didn't come up with one. I have contacted the county for their copy, but they weren't sure that an onsite was conducted yet. 3. Mound bore hole information including elevation data (to determine mound orientation). I realize that this isn't your information, but it needs to be submitted for a complete review. 4. Mound dimensions. In my opinion, the two trench mound will be 6 feet wider than you depict which pushes the buildable area further east. The deeper soil boring information you submitted appears adequate. However, you do not make mention anywhere that the lot will have to be cut down 0.82 (2 B -3) to 2.23 (@ B-4) feet to accommodate standard trenches. Since this area is "preplanned" I need to know if surface water drainage out of the system area can be maintained pursuant to Comm 83.10(1), Wis. Adm. Code which states in part, "Surface waters shall be diverted away from any soil absorption system." When the above information is received, I will try to complete the review within 5 business days. Enclosures (2) !� --GI V e FROM : TOMOandOSTACEYONELSON PHONE NO. : 00000000000000000 JUN. 03 1999 03:14PM P2 dYisoonsul uepartmentotCommerce SOIL AND SITE EVALUAT - " °��' 'Division of Safcy and Burldi Tgs P; 2 of 3 in accord with Comm 83.05, Wis. Adrr- Code , l 4 (?XAi nt S :*Nir i g D--.n MtaCh complete Sine plan on Paper not less than 8`/s x 11 inches in size. pbm must include, but not ironed to: vertical and horizontal reference point (BM), direction and Coun Ae 99M slope, scale or 4'"enrsions. north arrow• a nd location and &ftnce to nearest road. . Sf- Croix .. . APPLICANT INFORMATION- Please pnynt all information Parcel l.D.ff . _ PerMM Bffortneporr You wee may be used for soc=i ry purpows (Privacy Law. s. 15.04 (1) (m))- ReViewad By Pmmrty Owner Property Location Co ntineatat Developfttent Govt. Lot ss /4 NE era s 24 T 28 NA 20 w Properly Owne$ Melling Address Lot # Bled(# $u . Name or CSM# ' 12301 Cential Avenu Nla, Suite 230 21 Troy Villa City We Zip Code PhoneNumber ~ - U City U Vdiaoe LY — j Town Nearest ii4 MN 55434 612 - 757 - Troy j t. indsay Raw New Construction Use: 7 Residential / Number of bedrooms 41 []Addition to eiasting building -- _ n Replacement 0 Public or commercial describe Code Derived daily flow 600 gpd Resortwnended design loading rats .7 bed, gpd/(tt .8 bench, g &'W Abso n area required 57 bed, W 154 trench, ff Ma durum design loading rate .7 bed, gpol(tz .8 b ench. gpdhV ReoorrrrleWed infiltration surface elevations) 89.50 & 87,59 ft (as referred to site plan benchn4u AdditiotlaE design /late considerations TWO "a eievationsSurface Elevations to be 93.83 & 91.83 with respect to above Parent material Loes Over Glacial Otuwash - ` - Flood glain elevation, if le na ft S= Si,'it8t�le for systr:m Conventions ' 777 In- Ground Pressure AT4rade Sy • sfam in Fa! HoldiW Tank u= unst,ita* for s I R $ n u I i S RU ( 5a S n u I rI S M u n s rya u I n S R u SOIL FE SCRiPTlON REPOR'lr Depth DorninatR Color Mottles Structure ' Boring# Horizon I in. Munseq fit. Sz Cent Color Te)cdure I Gr. 5z- S>•�. IConsfstencd Boundary Roofs — (;pp, Bad Trench A ;' 1 0 -10 I 10yr3/Z - sill Fill mfr I cw if 1 S 6 7.x"3 2 1 10-22 1 O yr3 /4 I sl C mvfr cw - - Ground 3 - sill fill M I �' •22 -70 10yr3/2 nom' c .5 6 _�-- 9 3.02 ft 4 70.135 7.5yr6/4 _ 1 I psg lTd Depth to ��• I factor Remarks Site ha boon eroded so as t undesir a sails abo�c Wool �: 1 0-9 1 l0y>✓3/2 1 sill �2tpsbk mfr cw if .5 .b Z g 13 7.5yr4/6 is )math - :._ � mfr cw 5 i 6 3 13 -321 7.5yr4/6e I - 1 s" U1g a 1 evv - 1 .7 .8 95.26 R 4 32-42 I 7 .5 yrs /6 w s I Osg all cw - 7 s .Depth to 5 42-48 7.5yr314 - Is lmsbk - mfr cw limiting factor 6 48 -140 7.5yr5/4 _ 1 s Osg ml - - .7 .8 f Remarks: * Discontin bands ors 7 fr3 /4...-- ....This site Misr _ bvai aded so as to nemave restrictive soD bio a zons CST Name (Pleam Print) Signature Telephone No. Thomas C. Ncason `',- 715 -246 -2 454 �lddross Euvuoem mtal By Design _ patQ CST Number ^- - Ref 9 1432 120dr Street, New R idmlond. WI 54011 12/2/98 227397 149 FROM : TOMOandOSTACEYONELSON PHONE NO. : 00000000000000000 JUN. 03 1999 03:14PM P3 PROPERTY OWNER: c > � n1 -t SOIL DESCRIPTION REPORT +49 Page 2 of . 3 PARCEL WX ... Envkoom Y►tal By i7ea gn I Depth Domnant Color Mottles Texture I Horizon in munsell Corn Color SUvctul e " nsist6nce Boundary Boots i GPOff Qu. Sz Gr. U Sh. Bed !Trench sl fill mvfr ew if .5 .6 I 0 -10 10yr3 /2 L__. _ _ �_..._.., 5, "Al °wrr >i;xK 2 10-17 10yr3/2 ! _ sl` 2msbk� I cw -_ S 6 Ground _ �— - elew 3 17 -22 7.5yr4 /4 - ls' Zmsbk I mvfr cw .6 84.829t 4 _ 22-1401 7.5yr5 /4 - _ s Osg - I 7 8 Depth to actor I I I ► Remarfts: s MnWl gh sd 10yr4/4,,.-- .. - - -.. his si0e ha trxa gieded so as to remove r esoriati ve soi 4 l 0-10 1Oyr3/2 i W ' sii Fi]I _ m& cw if s 6 _. k. 2 10 G -22 10yr3/4 sl all I rrr.+ft I cw - I 5 _ _ .b round elev 3 22 -54 I _ 10yr3/2 - - sit I fin f mfr ( cw - 5 6 94.23 ft w 4 54-140 7.5yr6/4 I - s 1 _ Os8 -- �rril _ I .7 ' 8 Depth to limiting firow >140 R e marks: This si te bus be= graded w as to rmnovc rusLid roc skAl bAwiiav Ground I I DeW t o factor Remarks: Ground elew Depth to I Remarks: Aggregate SAS SYSTEM ELEVATION AND SIZING CALCULATIONS Below Grade Aggregate Soil Absorption Systems Permit Number 6/18/99 Date X X. Gravity Distribution only 1 Pressure Distribution 3 ft Suitable Soil 1 8 in Aggregate Depth 2 4 in Nominal Pipe Diameter 600 gpd Estimated Daily Peak Flow 0.80 gpd /ft Wastewater Infiltration Rate 750.0 ft Minimum SAS Size 89.50 ft Proposed SAS Elevation Soil Surface Acceptable Finished Grade EL 3 (ft) Boring Grade Limitation SAS Elevation (ft) System Minimum Maximum Number Elevation (ft) Depth (in) Lowest Highest Elevation? 92.17 94.00 1 93.02 135 84.77 1 91.35 Yes 2 95.26 140 86.59 93.59 Yes Cut required 3 94.82 140 86.15 93.15 Yes Cut required 4 94.23 140 85.56 92.56 Yes Cut required 1. Depth of suitable soil required below the infiltrative surface for treatment. 2. Depth of aggregate below distribution pipe. 3: Based on chosen system elevation, and aggregate depth. The addition of fill for cover or the reduction of finished grade may be required to meet minimum or maximum code standards. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. SBD- 10553 -E (R.05/98) Aggregate SAS SYSTEM ELEVATION AND SIZING CALCULATIONS Below Grade Aggregate Soil Absorption Systems Permit Number 6/18/99 Date X X. Gravity Distribution only 1 Pressure Distribution 3 ft Suitable Soil , 8 in Aggregate Depth 2 4 in Nominal Pipe Diameter 600 gpd Estimated Daily Peak Flow 0.80 gpd /ft' Wastewater Infiltration Rate 750.0 ft Minimum SAS Size 87.50 ft Proposed SAS Elevation Soil Surface Acceptable Finished Grade EL a (ft) Boring Grade Limitation SAS Elevation (ft) System Minimum Maximum Number Elevation (ft) Depth (in) Lowest THighest Elevation? 90.17 92.00 1 93.02 135 84.77 1 91.35 Yes Cut required 2 95.26 140 86.59 1 93.59 Yes Cut required 3 94.82 140 86.15 1 93.15 Yes Cut required 4 94.23 140 85.56 1 92.56 Yes Cut required 1. Depth of suitable soil required below the infiltrative surface for treatment. 2. Depth of aggregate below distribution pipe. 3. Based on chosen system elevation, and aggregate depth. The addition of fill for cover or the reduction of finished grade may be required to meet minimum or maximum code standards. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. SBD- 10553 -E (R.05/98) Jansky, Leroy From: Tom Nels spirit Sent: Tuesda , June 01, 99 2.:00 PM To: Leroy J� Subject: Lot 21 Leroy, I finally have been able to revisit lot 21 and dug the hole so as to provide deeper descriptions. I hope to have this wrapped up in the next couple of days. Tom Nelson Kodiak Kennels spirit @frontiernet. net < mailto :spirit(cDfrontiernet.net> icq 20839847 i Jansky, Leroy From: Tom N919-on [spirit @frontiernet.net] Sent: Frida , May 14 199 `37 AM To: Ler G Subject: Lot illage Leroy,Tom Nelson I received your e-mail regarding lot 21. However, due to almost 5 inches of rain over the last several days I have been unable to do any additional bore hole investigation. Because of this situation it will be impossible to meet the May 14th deadline that you have suggested. My intentions are to revisit the site and dig deeper bore holes in the same areas and describe the existing bore holes to a greater depth. By doing this I can minimize the amount of disturbance to the natural soils in the system area. Since I will be going deeper with the system I will also include surface grade elevations. If you have any questions regarding this matter please contact me. Tom Nelson Environmental By Design spirit EDfrontiernet. net < mailto :spirit(cb-frontiernet.net> i Jansky, Leroy?�� To: Nelson, Thomas Subject: Troy Village Lot 21 5 %l�+(R�1 L - ►�AfL . Tom: I do not believe that you have adequately addressed my concerns on your submittal for Lot 21 in Troy Village. The additional information I received from you on May 6, 1999, consisted of the soil test page 1 of 1 with a revised system elevation. The trench elevation for between B -2 and B -3 (90.5') is adequate. However, using the elevation of B -1 or B -4 does not allow for a trench depth of 89.0' as you suggest because the top of the distribution pipe is not at least 8 inches below the original (natural) surface as required by Com 83.13(6)(a). The only elevation that works out at B-4 is at exactly 88.06' when consideration is given to the depth of fill (to 89.73') and minimum code requirements. The 88.06 foot elevation assumes that the filling was 100% uniform (no deeper than 89.73') across the tested area. C you_guarantee t his accuracy without additional borings? Again, note that maximum cover over the distribution pipe is 3.5 feet. This means that finished grade cannot be greater than 88.06 +0.83 +3.5 or 92.39' which is almost 2 feet lower than your current reported surface grade at B-4. Will this site be terraced to accommodate the system �PSian� I believe that your revised report form still has the incorrect legal description for this parcel. It should be SE, NE, 24, 28, 20W, and the correct name of the plat is Troy Village not Troy Burne Village. The owners may market the lots inder Trott' Burne Village, but the plat's legal name is Troy Village. Please make corrections. You have not provided the mound plan view and cross section as requested in my FAX so I can verify that the proposal for mound preplanning is acceptable. The mound dimensions will likely have to be larger than your previous site plan suggests so you need to make appropriate corrections to the site plan and setbacks. You have not provided the soils data that supports the mound location. Please submit the soils data for the mound site as well as any other soils data you need the conventional system location and depths proposed. Please submit this information =14,1 If ytou have any questions, please contact me. Leroy G. Jansky Wastewater Specialist 13 East Spruce Street Chippewa Falls, W1 54729 Ljansky @commerce.state.wi.us E -mail (715) 726 -2549 Fax (715) 726 -2544 Voice i 1 State of Wisconsin Dep artment of Commer 13 East Spruce St., Chippewa Falls, WI 54729 FAX Date: 314iN 31Z 1999 Number of pages including cover sheet: To: From: Leroy G. Jansky OK Q 13 E. Spruce Street E N V tQpN MEWTAk- 994 06stati Chippewa Falls, WI 54729 Phone: 7131 Z ¢4 - Z 42J Phone: 715/726 -2544 Faxphone: Fax phone: 715/726 -2549 CC: E -mail: Ljansky@commerce.state.wi.us REMARKS: Urgent ❑ For your review ❑ Reply ASAP ❑ Please comment TRo1 V I LU4C -0_ V _ �� — 1, �p Nom' R JF 1 VE. P(-oj Pc.A — P�.A�L`- F me. wt L I - c_aP.9ffc - L `eA&AL. is S F-, NE , 2 , rt.8s,, R z.o Uj - CoRRE.a.T SMS DtvtSLO.J r.N+,v► cL �s " ,y vtt.t,tAGE. T ARr a,k)L%j Z Sv 1 r BLV so tc.- ASoR10-%S aods No t,4oR.tC eKr' wnr� `davR p' sY� Et. vAr�ciJ 40.3 `. NcVE ovek AA�ca t S 3-S7 '. S M A-rh -, ca 1-%A-4 ^g Pvssrg tE hvE vae D t.^Ii ,St o..3 S A4%vo PcAN V t �Gt�oss - SEc aJ O F FPV A* W.;O IMO H n•0 . PRO VIDL' So L_ & R4 A) 6 rAjFvZ A-7uj rt,,AL A 0 ua MoLkN)fo t s Go twG 7't.) 6F_ ovW2�F_ LI SS ?c 3 f- t usr A- 1 so"ui^ T 4{- 1%tIOF__ OA_-S /W . �'15 �S�uwtEs A- 5 (L- (- r /^Jr. RAM > o.3 ?01WZ, FROM : TOMOandOSTACEYONELSON PHONE NO. : 00000000000000000 JUL. 22 1999 08:18AM P2 Wisconsin Department ofCommeme SOIL AND SITE EVALUATION Page ....1 of 3 Division of Safety and Buildings in accord with, Comm 83.05, Wis. Adnj. Code ..... �uvu mmcnW B Owign Attach complete site plan on paper not less than 1(94 x 11 inches in size. Plan must Cody include, but not limited to: vertical and horizontal reference point (SM), direction and percent dope, scale or dimensions, north arrow, and location and distance to nearest road. Si. Croix Paroai 1.01 APPLICANT INFORMATION - Please print all Information. PawxW vd m bon you Provide may tre used for secor4zry purposes i xcY ice s -15-04 (1) (m)). Reviewed By Date Property Owner Property Location Conlinentitl llcve t Govt. Lot _ SE Ira NE lie S 2 T 28 N,R 20 W Property Owners Ma4'mg Address Lot # I Block* I Subd. Name or CSM# 12301 Central Avenue NE, S uite 230 21 �LJ TroVillagc�_,.____�� City �State Zip Code PhoneNumber City U VWeGe jTown T Nearest Road minnewolis MN 55434 612 -757 -7568 Troy I t Lindsay Road E New Const action Use: r Residential I Number of bedrooms 4 jAddd)on to existing budding U Repiarement Public or commercial describe Code Derived daily pow 600 gpd Reeowlended design loading rate 7 bed. gpdttP .8 trench, gpdlf Absorp area required 857 bed. ftx 7_, 0 trench, as Maximum design loading rate -7 bed, gpd/fe .8 T ench, gpditt° Recorn mmWd in5ltralon surface elevations) -- -- - -89.50 & 87.50' ft (as referred to site plan benchmar Additional design / site considerations Two stepped trenches at above elevations Surface Flcvations to be 93.83 & 91.83 with respect to about Parent malaria I ocss Cover Glacial Cgttwash Mood plain elevation, I ffilicable na R S= Subble for system Conventional Mound Inbound Pressure AT -Grade System in F41 Holding Tank Uz Unsuitable for system & n U O Sou R S O u O S 0 u u O S O u . SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure Boring# N°�°n in. Munsell Qu. St, Cont- Color Texture Qr. Sz, Sh. Consistence Boundary Roots C -- Bad Trench x I 0.10 IOyr312 - sit Fill mfr cw If 5 6 - 10 -22 10yr3/4 s! felt _ tnvfr cw - 5 6 L. 2 refAtr ".peY y �� Ground — elov 3 22 -70 I0yr3/2 - sil fill mfr cw - 5 i .6 Xi.2 4 70.135 7.5yi -6 / 4 _ s Ogg ml - - 7 S Depth to� �} .. limiting Area of system will' have to be sat approximately 0,82' in the area of B3 to 2.23' in the area of 8-4 so as to meet code requirema t4. Surface rvaterc factor Will be deverted from bem arear Comm 83.10 1 , WI Adm Code >135 . -_ .._.. _ Remaftts: Site has been irad so as r o eliminate undesimable soils abov i 07+r sir 2msbk i u1fir cw if .5 G x +. `�, 1 f 0.9 1 3/2 2 2 9 -13 7.5yr4/6 - la Imsbk m& cw - 5 ! 6 clew Ground 3 13-32 7. Syr4 /6 * - s'r 05g. ml _ u cw 95.268 4 32-42 7.5yr /6 - _ e Osg . ml cw - _ I 7 8 Depth 20 v Sg 7. Syr3 /4 - Is 1 msbk mfir cw - + 5 6 {imitisxg - `}--- - --1 factor T 6 48 - 140 7.5 yr5/4 _ g I 06g ^ - mi - _ ,7 ! 8 >140 Remark8: " Di scontinuous b ands of s 7.5yr3 /4,........This s ite bas been l Laded so as to mmov res trictive soil Uorfzorts CST Name (Please Print) Signature: Telephone No. Thounms C- Nelson 715- 246 -2 454 Address Enviammental By Uep8n TM - Date /� C6j CST Number Ref 1432 120th Street, New Richmond. WI 54017 591411 ! 7 /227387 149 Re -ism AmiL x99& No. 508 PROPEM OWNER 0miu,aical Dowthn iva,t SOIL DESCRIPTION REPORT �j Page 2 of 3 PARCEL l.DJi EMVMMM=tAt By Dvai Horizon Depth Dominant Color Mottles T Structu a re iConsifinen Boundary Roots Cmlf Texture in. Munsell Qu, Sz. Cont Color Gr. Bed ; Trench } 3 1 0 -10 - 10yr3/2 r - sl fll mvfr cw if 5 .6 �r i hr 2 10 -17 10yr3 /2 - sl• 2msbk mvfr cw - . - .6 - Ground elev 3 17 - 22 7_5yr4 /4 - Is* 2ms �mrfr cw 5 b 94.82 R 4 22 -140 7.5yr514 — - -r s J Osg Depth to limiting factor >140 Remarks ' small animal bummshs sii a , r.4 4-- ........ --T is SZte as been gaded so as to r=a% c eswcbye soil horizons K. 0-10 10yr3 /2 - s+l Fill mfr Cw l C .5 ,: 6 2 10-22 10yr3 /4 - st fill I nn* acw - .S 6 Ground I ...._ . - -.. elev 3 22 -54 1Oyr312 - sil fill I ) mfr Cw - .5 .6 94.23 ft 4 54-140 7.5yr6/4 -- s Osg nr1 M - - .7 .8 Depth to limiting 'actor f � Remarks: s site has been gra so as t remov restncuvc soil hari Ms _ `-��+'� "'''fib';•• �� _ --.-+. Ground elev Depth to lime Remarks: .. 1 Ground .., .. __..._. -- elev - � -- - - Depth to I ' firnifing factor Remarks: 9d WU92:80 6661 ZZ 00000000000000000 'ON 9NOHd NOS iSOPueMi WObd N BY DE51GN 1432 120 'h STREET, NEW RICHMOND, WISCONSIN 71.5.246 -2454 Troy urne Village e g ;r �V�� ��� � w���� , � PAGE s SE 'y NE '/, SECTION, 19 __ T 28 N, R 19 W TOWNSHIP TROY COUNT'S' St. Croix Wisconsin a s� d t L -- mot- v1 v t 91.2 ( n l �� 41 Skt� n 0,r r e ( n,)U; 9 ttir� a 2S t rec 501 cx boue. SCALE 1" =40' Tom Nelson BM 1. Nail in cottonwood tree 100' 227387 BM 2. Top of 2" iron pipe SE corner 86.27 1 PAGE 3 OF 3 SITE PLAN ST SCALE: 1 - 40' xt Par,, el \ c �pac d ro'`,, f FROM TOM08ndOSTACEYONELSON PHONE NO. : 00000000000000000 JUL. 22 1999 08:24AM P4 WISCONSIN ADMINISTRATIVE (7.01)E R8 Unof'licial 'text (See Printed Volume). Current through date and Regis shown on Title Page. CL 0- -j p„ u.. a C � t h C: CL C t _ (P E Q a ° U- � o ILL. C H n o Q rn ; W4 r If ^\ry O o O m LL #-- U ' O C N Q V tT ::- Qi W V .� 4) pt to o � U Q N cn (n 1Z i _ � a E o n rn May contain funaawaA cnata. Soc miattld wLuA1e tar KeRisfCt FROM :,TOMOanc[OSTACEYONELSON PHONE NO. : 00000000000000000 JUL. 22 1999 08:23AM P3 i 80s �ln+v'i��t 1 t. ILA C-) rl CL w EI Eii td 0 I E I OGD aD � C a (7 ! m co 1 11 -n + 1 E O i cr � r I ° � � _• ca � � r � I 1 CD 1 Lij N � o ep` 98 T 3Q0� 3AF. VW LSTNMC V MSN0O'SIA1, wr ;Sansu+C�oe�*n...�ct� n a� =w. SOIL. AND Si E ALUATICN REPUAT Page I of Labe,and Hurnan As"90- low y 9u+ s in a=rc witn ILHR 83.05. Wis. ACm. Coca GOON fY Altaclt complete situ plan an paver not less than 8 1/2 s 11 inches .a aze. Plan must it+Qudt. wl ST . CROIX mrw=on and % at slope. P.AACEL Lq, a � titt'Qtttct t0 vrntgl and hori zontal roferenc. point (SftA). ¢e. aCxle of - dimensoned. rwm arrow. and lectaon and 4tstance to naarem toad. APPLICANT INFURMAT10N- OLt_ASE'PRINT ALL INFORMATIO REVIEWED lay GATE PAOPEM OWNER: PR0pq f L,OGATION $ 1 / 2S 24T 23 NR ZO W TOM R Ut= Mnrl:.r.>t & JOHN AND BARB RI&LO= dovT Lt7r tt4w 1/2S 19T 29 NR 19 - 4440 W PROpEl Y Q~.S MAILING AOOAESS ' LOT a *9 SUP NAME aR =A* Z60 COUNTY ROAD F 2 I TR VILLAGE CITY. STATE ZIP C=F. PHONE NUMBER May MVIUAGI — wid I NEAREST Sm HUDSON 54016 (7I )316-2902 TROY Ll+lb. KoA ( Now cansttt=w Use (X I Residential! Nt nift of bear=M 4 1 1 AQQitit)n to on$" *W b V i I Reosat wem E I Pubtitr at =me= deaatbe Coda derived dad+j no* 600 Reammtt?<nded tfw4m loading rare d - hm gp w mtcrf. gpe* Atssarption area let; sm4 OD bed. lt hPmdt, ft hAg7mnttRtt dt qn rams 7 .9P� 0 ' 9A Remmmaeded inAlitat m sat=e elevations) BY DESTGN& ER ft (as tefer, to pram bamrr ark) Additional dtltugm t sine aoastaeraooras g . e^% �:Ig 2E Parent tnaimfal 4104 1 4 5 �z r j4. 7D U Rma p1m elef►ati4m. if app cW@ N/A R S Stutaate for syst8nt CMeMCNA. MCL;NO U44MUNO PRES 155L AE 04VAOE sYSTIBA w s:tLL t+owM anal U a U l ot systetm 1 (3 s �U I � s QU I Q s ZU I a s � u I Q 13�u SOI OESCAIPTION REPORT Boring# Hanlon Qepm jOAmtnantColor M=n (Texture I Stru=re I I Adt G�'Ottr� in. I Mun3All Ou. SL com Color Car- Sz. Sit- 1 1 r,3413 ;TVA" P 20813 A I0 -30 1 10YR 4/2 _ h te I mfr 1 c w 12vf - OA 0.6 B1 130 -401 tOYR 5/3 1 I sl l m --csbk I mfr I as 11vf I 0.41 0.5 Gmum 32 i 40 -461 10YR 4/4 ! I sit I 2msbk 1 mfr I W I lvf I 0.51 0.6 i >�tt. B3 146 -721 IOYR 4/6 Imif 5YR 5/9 1 sit I Zm►sbk I mfi - -- 1 lvf --- - -- aecu,to I I I I I I I I I v� i I 1 I I I I I I J Rermam: Boring a A. I 0 -37 1 10YR 4/2 I I 1 2m -csbk I mf1: cs Lvf —£1 0.5 b.6 ___ j B1 37 -46 110YR 4/4 I __ I sit 1 2msbk � mfr I u 11vf 1 0. ( B2 46 -72 10YR 4/6 1 m3d 5YR 5/ 1 sl 1 2msbk 1 mfr I --- 11vf I -- -!-w -• Gm ntd I I I I I elev. I 1 4.5 IL I I I 1 oaam to tam I I I I l ! 1- 46 " CST Aemarlcs; Nantes -Aww Am JAMES 0. F;LKNS (71S) 429 -7631 QWEN e4GWEERIW - CM. 113 WEST WALNUT ST., MVV FALLS. WI 54022 S�gn�mrr oaarc *11d Q 7 tst CSTM03988 Sd WUVZ :80 666T ZZ ' 00000000000000000 : 'ON 3NOHd NOS13N0A37d1S0Pue0WO1 : W08.d SOIL CeSCRIPTICH AEPCAT pag it I f Honzsln# t]epdt COMIllant Calat j N"Wes Texnsr,?r I Sttt�c to IG�r ster+aaiBar y Aooa G?'Jltt& .n, nAranseli I Cu. 37 r'O^� Cam ! Or. sz_ 911 . i 3ea csg= .fq � f E A � _24 kOYR 4/2 I I1 12m -csbk ltafr Icw Lf -El 0.5 0.6 �4 - �OYA 5/3 -_ Isl 2m --csbk Imfr as {Lvf 10.5 Q.6 B2 �2 -52 6R 4/4 I siZ I I I w Lf 10.5 0.6 Wtd i. B3 152 -72 110YR 4/6 1ta3d SYR 5/8 siz 12msbk I Mf: Ong !-:-.' ae mancs' In'� I I I I i I { I I I I t I I ! ! l y fit. onto I 1 I M I I I l l i I I I I I I I I Remarks: rc,ng Mtn Aem�ssc4: arrrsg it I I I { I I I 4 I 1 I { I I 4 FROM TOM0andOSTACEYONELSON PHONE NO. : 00000000000000000 JUL. 22 1999 08:26AM P7 r i PAGE 3 OFJ SITE P AN SCALE: 1 " 40' SID Q V A � 3 �1 a 7/ 1 . G° Z )TES: PROVIDE LKIIJIM171 OF l' MOUND TO 8E A NIISUri pF�ZS FROM BOTTOM OF SII7 �Y CRQUN[ - 0�•+.ING; 5fl �i0�i �EI.L; S' tyRU*! LOT _.... OGDEN ENGINEIRING Co. JAMS PiIKtNS. CS7M03988 Civil Engineers 'a•sd Surveyvn ^ATE: 1 ` ld 97 113 v; Walnut .t. calls. w 5402'' ( I'L �� U�Y ►ti � I.P- ! w , ) w jtYjdrn•j ID q 1 3 ,24- 9 3 p - 7 t 1 - 7ec4rco- eA ICY X6 UJJ 'IV Y. POWT 01 'S MANUAL & MANAGEMENT PLAN Page 1 of 2 FILE INFORMATION RECEIVE D SYSTEM SPECIFICATIONS Owner BRUCE LENZ N /MICHAEL &SANDRA COL LOTON Septic Tank Capacity 1250 gal ❑ NA Permit # qZ0 4-F T, JA ? 0 0 3 Septic Tank Manufacturer WIESER ❑ NA DESIGN PARAMETERS ST. CROIX COUNTY Effluent Filter ManufactureZ ❑ NA Number of Bedrooms ❑ NA Effluent Filter ModelA100 ❑ NA Number of Public Facility Units XX1 NA Pump Tank Capacity al ❑ NA Estimated flow (average) 60 al /da Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) 857 gal/day Pump Manufacturer ❑ NA Soil Application Rate 7 allda 1ft' Pump Model ❑ NA Stan4[d Influent /Effluent Quality Monthly average" Pretreatment Unit J"A Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L EY NA ❑ Mechanical Aeration ❑ Wetiand Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand IBODJ <_30 mg /L ❑ In- Ground (gravity) [Yin-Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L IJ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) 510" cfu /t00m1 ❑ Drip -Line ❑Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: RICI�JA Other. WNA Other: 4NA i "Vakjes typical for domestic wastewater and se Other' NA septic tank effkarK. MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA y ear(s) Pump out contents of tank(s) When combined sludge and scum equals one -third W of tank volume ❑ NA Inspect dispersal cell(s) At least once every: ❑ month (Maximum 3 years) ❑ NA ❑ month(s) ❑ NA Clean effluent filter At least once every: A QVear(s) Inspect um pump controls & alarm At least once eve ❑ month(s) El NA P pump, P every: ❑ year(s) Flush laterals and pressure test At least once every: month ❑ NA Y Other: ❑ month(s) W NA At least once every: ❑ year(s) Other: g0NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of :512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) Page 2 of 2 START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cellls). If high concentrations are detected have the contents of the tankls) removed by a Septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a Code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site eval ation to establish a suitable repl ement area. Repl ement systems rraust comply with the rules in effect at that time. ( S �, e°� ���5 ❑ A suitable replacement area is not available due to set ack and /or soil limitations. Barring advances in POWTS ) technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name �,e=� Name ST. CROIX COUNTY Phone 7( _ — ?©r(� Phone 715- 386 -468 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name _ qp irK �N � Phone Phone (� _ 3 Ob . q - (0 This document was drafted in compliance with chapter Comm 83.2212)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. 1 C TANK MAD=ANCE AGR_.F' =�. AND OWNERSHIP CERTIFICATION FORM. Mailing Address Z Z 6 - f e &E q Property Addrew a r (vezific tiara zequirad froaa Planning Dep :rbmcat. for now co,z m'c i clt)vsta P=el Nun / �7 ._ Idecation LEGAL DESCR MOH Property LOC -anon Ys, N %4, Sec.. , T 2 N R� Town of -- Subdivisioa �-� _ Lot # Certified Survey Map. # Volwna S! . Page # WM=ty Dmd: # 3 f � . vol#m�e I , PW # Spec ho a yes no Lot ffim ide"Aifmbl = sic TErr...c� tease; attdxafyomrsegtarye�citiaits .pot�ematarcp c a p g.oatti�esepticeanl�evc�►t1 CYe nae&d.byir* wdp=Vw. WhatYmPftint. the "0. am �: the o�tisc septa .tzntc. as..a: kat;gtdge in tltiswa�e dill a��, - na Fanpety Owner agents to s bmk to St Cmir• Zani g Depwteneata: .hEM, dpcd. by tirc owner and by z, . P,�P�;aoag>�mberu�a licvecfy;mthet(i) tine ,9m ffi lLPMwaP==rcwAWoa aad/ar(2) psIping (zf aemary), the septic tank is leas gran 1/3 ft, of shzdge: • �'dhave zeal tlie-above r „�,,� ewi>,�.iu � ��� � wig tha staandards tCtft z,.hatein, arm t by the Depmftmamt:af Cam=a= &*a Dqurammitof N=ml Lmomces, Sta*of VNwm in,. C.fiffcajon Stab&,*-Yt="sepft system has beenMakftMod M" be cocopleted:and z I=Md.tts thee. St Ceoix ComstY Zoning Off= within 30 An of the dwwym dates . G1IATCJRE .OF API:'LICAiVT DATE OWNER TIl�CATTON L (wt) c=%* that alt you this fazm are irpe is the best of mY (nor) Imowdedige. l(We)LM chQ *.MCX(s) of for dasc - d f abaM try vftw of a wm=mty deed carded is Rcgietiaz of l?ceds Officsa SIGNATURE OF AEPLI �u�T J ILK. r DATE Any infm=bmftt is may resnlr iii the sawla 7 Permit being revolami tha ZomiwDepartzn= •"°"'"«"` >'a ude with this appiieadca: a stamped waaaaty deed.fmm the-Rog6tar: of Deeds oar rz cold' of the. eeatified my map if M*rcce is made hi, the. wa=mty decd AFFIDAVIT OF CORRECTION 621942 TROY VILLAGE KATHLEEN H. WALSH ((��(� REGISTER OF DEEDS yr� 1505FAcM-D ST. CROIX CO., WI RECEIVED FOR RECORD 1, James D. Filkins, Registered Land Surveyor, S -2246, 04-26 -2000 3:00 PM hereby certify that the Plat of Troy Village, recorded in CORRECTIVE AFFIDAVIT Volume 6 of Plats, Page 89, Document No. 559959 St. EXEMPT P b CERT COPY FEE: Croix County Registry, located in the Town of Troy, St. C OPY FEER'FEE: Croix County, Wisconsin, shows Note No. 5 on Sheet 2 RECORDING FEE: ID.00 PAGES: I 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 was � James D. Filkins changed on February 4, 1998, by an Affidavit of Correction, Ogden Engineering Co. Volume 1293, Page 189, Document No. 572333, to read: 113 W. Walnut Street "The following lots must have mound systems: 1 through 5, River Falls, WI 54022 16, 18, 19,21 through 45, 47 through 49, 51 through 55,60 Lot 21 040 - 1246 -10 -000 n through 64, 69 and 70." This note was changed again on Lot 23 040 - 1246- 30 -000 �g January 25, 1999 by an Affidavit of Correction, Volume 1398, Lot 27 040 - 1246 -70 -000 476, Document No. 596458, to read: "Tile following lots Lot 28 040 - 1246 -80 -000 must have mound systems: I through 3, 5, 18, 19, 21, 22, 23, Lot 60 040 - 1250 -00 -00 25 through 45, 47, 48, 51, 52, 54, 55, 60 through 64, 69 and Lot 61 040 - 1250 -10 -000 70." This note was changed again on July 14, 1999 by an Lot 62 040 - 1250 -20 -000 Affidavit of Correction, Volume 1442, Page 81, Document No. Lot 63 040 - 1250 -30 -000 606849, to read: "The following lots must have mound systems: Lot 64 040- 1250 -40 -000 3, 18, 21, 23, 25 through 45, 47, 48, 51, 52, 54, 55, 60 through Parcel I. D. Number 64, 69 and 70 ". This note is hereby changed again to read: "The following lots must have mound systems: 3, 18, 25, 26, 29 through 45, 47, 48, 51, 52, 54, 55, 69 and 70" Dated this day of AelL , 2000.� ON Jai T s D. ilkins S -2246 JAMES ° F ILIGN S = i a State of Wisconsin) =,, < W1 ,O County O Pierce )) rnS��U1 ,�',\\``````• Personally came before me this 2-5 - day of 2000, to me known to be the person who executed the foregoing instrument and acknowle d the same. j t4E Nly Cor Sion Expires " -- - / 1'eJ3LIC v ST. CROIX COUNTY ��FF W1Sv APPROVAL CERTIFICATE Approved for recording by the St. Croix County Zoning Office Date - q 4i�l l z 13 C�1 202D P ff7 i --- - - - - -- This instrument was drafted by James D. Filkins, Ogden Engineering Co., 113 West Walnut Street, River Falls, Wisconsin 54022 l 1586 J i 1 S C -t ri aA.R OF u:l >f'r�v Sir- 1F4F?{ ] - Snap 4cip C30 d zzi ,1 1 2. WARRANTY DEED Y:A'rHL EA H. WALSH r7rN ::.mcnt Nllmt+er F,'EGTSTER or DEEDS ST_ CF :0TX CO., WI This Decd, mauc ix' twecr, lira IL Flores an d Kathy Jo Flores, E-rcEPIEO FOR RECORD husband and wire - -- YAPP.AHTY DEED ('rrantor, and Joseph 51. Colloton and Sandra F. Collotua, husband and E!h"'RT N - " -- CEftT COGY FEE! ` MIT FFF: TRMSFER FEE: 389.70 - PECKVHG FEE, 10.00 PAGES: 1 iiramac. j 61n fnior R,r a wila^h1c, consideration, cnnveyc and warrants to iirarurc &C ioliou'ing describro Ieal estate ht St. Croix io.1r,[ }, State ot Wisconsin: Rccwdinit Arcs Name and netum Add,— , I lcritogc Dank 1920 Donegal Drive T Woodbury, MN 55125 Lot 2 'fray VtRzge in tic ,-)Wn of Troy, St. Croix County, W4,:onsln. AT'IN: Kellly 040- I24640 !'ar6.Cl .'de- d1!'cu: wn NonO NX' This 's _twmc >Lead psc)jxm ps) (ewraa 7 f i t k i i itAtcpti,ns ao warraolics: Fa.scmcnts, resrrictious and rishis of- -way ofrecord, if any. doted this BCh ,....... of Feheunry Ion] ,6rrr ll . lords I Jaor;f — - A1 711 FNT1C:tTIUN nLnvUwt GuGmrnt SiAtL Ui• 'd1'tStt/Sl t utZ4lti y '�`` = y ' e t'i_ .__« _ rrashingron Caunry'.1 PeNoaally game lviliry me this 8th J.)ui 'ul wmlcsiril ihi, day of February , 2401 the 4buw adulLd 11 qcu 11. F9ores and Kathy Jo Flores, husband and wife , I i.k n 1Fh-it1Eh S ['a tF. LIAR G1� i+iSCONSlti to me known to he the persoa(s) who exc=ci! the foregoing I It 'xA hut7 --kx anal [mkl e Ilonud v !u0 Ctr 1s i'. SU - - - - - ELLY L. ZIMMER 11 .Ns 1 Kt V r.N i w is LIKAr t r:� ur Attnrn v Dat'id.I. Estreen ` Kel l v L. Zimmer y - p 31 2 341 Lt ust Se Hu dson, 'W 54414i Kolary 1`ublic. Stale of 1z i - tSlgnatures n {ay br au4 cnticaied or ackoowledged. Both are not My Cou missian txnonucTn. (!Foot, atmlC cnpira[i0a d6te; Jan uary 31 . 1 •ti„,ues ut pas us s�itcn6 !n vly eapseity should be ry'ped or printed Isclow their signatures SYA fA BAR nr WIB('(IKSIA W ARa AM It DI't;a FORM Ko. 2 .1998 In}0ItMAT11)n MKOHSSIONAI. 14 — FANY rtlno UI! I.AC A08110 -f. +3 - 211.1 • . -fit ¢ _- ! , ! ��� `--- t..._� � - � b b � N Ox 4�, � . In to E M N04D t W_ qq .1 S p g, ' •S i f �i i � 30, �h OI of 09k 01 3 4.00 ,00.90 S .� M ..00 ,00.09 N ,0t vs I � F- p v p i � N r rOL 9t< 0 ^N Z / A . 9 „0! •t'1'*Ofl fy M .,01 A£900 N 4 !!/` 0 .ti6 iSZ +' N CM r � In go � I N % O ,, • ' I Q0 i \ M M i I JIVM)NVd S3NIV '1 I 1 1 00 w •Lf.41 W S(7Nb7 H p I W M 1 L y= �' `n E I w 1 W I 3 „6£ N SITYM KJHM "IeLtj 'NBZi Q J I 'bt NOLL33S 3141 N01103S f/t .�! H].f10 ON 0 � N 3H1 b l 03ON3H I b I I I __ __._ -- -- __ rsl•9 X1'1 NML33S ,wtSC,�nu, O.Pwr+nwnt of Industry. SOIL AND SITE EVALUATION REPORT Page t of I_ Law and Human AMauons Division of Safsty & Bwldings in accord with ILHR 83.05. WIS. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1 1 sp Plan must include, but . C not limited to vertical and horizontal reference M ,direction anbsbpe, scale or PARCEL 1..0. D. 0 is dimensioned, north arrow. and location and di 6 ne APPLICANT INFORMATION PLEASE' T ALL ►1 04TION,." DATE PROPERTY OWNER: P 3 �09� J _.. PSOT LOC TION E 1/ 24T 28 NR 20 w TOM RUEMMELE & JOHN AND B UE PROPERTY OWNER':S MAILING ADDRESS COUNTY x4'!E SU80. NAME OR CSM a 260 COUNTY ROAD F ZONINGOFF 21 TROY VILLAGE CITY, STATE ZIP CODE NUMBER CITY IU.AGE MrOWN C ftsAq REST ROAD HUDSON W 54016 - TROY Q-6 A New Construction Use [K j Residential / Number of bedrooms 4 ( j Addition to existing building L I Replacement ( j Public or commeraal describe Code derived daily n 600 gpd Recommended design loading rate ©• ¢ bed, 9P gpd4t2 Absorption area required DO bed. ft _ -0 0 , 0 trench, rig Maximum design loading rats D• s bed. gpdm D.6 trerxtitt. gpd/ti Recommended infiltration surface elevation(s) BY DESIGNER ft (as referred to site plan benchmark) Additional design / site cortsiderations SEA 07'9.5 A/ PA Parent material GD�SS Tl,G Ov 7'Gv�S�! Flood plain elevation, if applicable N/A It IN F $ Suitable for SyStsystem CONVENTIONAL MOUND IN.GROUNO PRESSURE AT -GRADE SYSTat Ill HOLDING TANK U- Unsuitable for I❑ S RU I id ❑ U I ❑ S au ❑ S ETU NU I I I ❑ S Q S a, SOIL OESCRIPTION REPORT I Depth (Dominant Color I Moores (Texture I Structure I II I Room GPO /ftl, Boring # Horizon in. Munsell Cu. Sz. Corti. Color Gr. Sz. Sh. Bed ITrttrc A 0 -30 lOYR 4/2 mfr cw I2vf -d OA 0.6 208...j - -- - I B1 30 IOYR 5/3 ___ sl lm -csbk mfr as lvf OA 0.5 Ground B2 40 -46 LOYR 4/4 --- sil 2msbk mfr w lvf 0.51 0.6 I B3 46 -72 10YR 4/6 1.1f 5YR 5/8 sil 2msbk mfi - -- lvf - 91� ft. - -. - -- Depth to limiting 46 11 1 Remarks: Boring # I I 12m -csbk mfr I cs of -fl 0.5 0.6 A 0 -37 IOYR 4/2 - -- <2 <` B1 1 37-46 lOYR 4 4 sil 1 2msbk mfr 0 9 1 w 1vf 0.5 0 - -- B2 46 -72 10YA 4/6 m3d 5YR 5/8 sl 2msbk mfr I - -- lvf I - -- - -- Ground elev. 91 ft. Depth to limiting factor 1 46" Remarks: Names —Plan Print jAMES '0. F" "S PhWW (715) 425 -7831 OGDEN ENGINEERING CO.. 113 WEST WALNUT ST.. RIVER FALJS. WI 54022 Data: CST rNr~ . �o Q 7 CSTM03988 PRoPERi!OWNER SOIL DESCRIPTION REPORT Page H -- 3 PARCEL I.O. Al Oepttt l oominantCoiar Wass ( Texture Structure ICons�soerx�+8as>d3y I Roots GPO /ft-4 Honzon in Munsell au. Sz. Corn Caa Gr. Sz. Sh. I sea Trerrn Boring # A - 6YR 4/2 ` ___ 1 2m -csbk `mfr Icw of -f, 0.5 0.6 <" 210 > B1 4 -42 0YR 5/3 - -- Isl 2m -csbk (mfr l �Lvf 0.5 4.6 B2 2 -52 OYR 4/4 I - -- sil Igw of 0.5 0.6 Ground elev B3 52- 72I10YR 4/6 m3d 5YR 5/8 sil 2msbk mfi - -- lvf - -- --- 9 11.9 ft. Depth to limning fat Remarks: Boring # _I> I I 1 Ground 1 elev. ft. Depth t0 IirrnUng factor Remarks: Boring i I l Ground elev. lt. I I Depth to limiting factor I Remarks: Boring # Ground elev. ft. 0epdt to li rrating facmr I Remarks: S80axtOtfi.Oalt�1 PAGE 3 OF 3 SITE PLAN ST .9�v� SCALE: 1 " = 40' zD y ' s � O 71 1 l 1 GoT zz l � NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. • OGDEN ENGINEERING CO. DAME FILKINS, CSTM03988 Civil Engineers & Land Surveyors 113 W. Walnut St. River Falls, WI 54022 DATE: t i 7 (715) 425 -7631