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HomeMy WebLinkAbout018-1065-50-1001 I I I I I ? ~ d y o W C ~ p ~ N ~, o I o °- ~ ~ I ~ ~ ~ I ~ I v v U) Z D I m co D N I ~ o. ~_° I ~ p (D j i ~ i N I ?; c ~ I o ~ w uai ~ I o ~ m I ~ v' N O. I Z O I I ai O o ~ I ~ m I ~ C W ~~ ~ W Z ~ ~ to I I I Q __a O d O I ~ N I I I I I I I I o I m O ~ 2 O ~ ntnO c ' ~ ~ ~ ~ ~ ~ ~ 3 ^~ o ~ 2 w c ~ ~ o -D m c 3 N O N N ~ ~ ~ c a ~ a .~ v°+wn W N O W L N N 2 O O N N O 0 ~ ~ '~ ~- O O O ~~~~ ~ o v o_ ~ Sf ~ ~ ~ ~ N ~ N 3 °-' A .. 7 ~ D o ~ c ~ a W ~ ID ID a 3 O •" N Z O G C a Z 0 3 ~ o ~ ~ 3 ci ~? v ~ ~ m 2 ~ o m ~ 3 N 3 ~ ~ rn a ~ cn o ~ o ~ W o ~ O N -o ~ O C 3 :'• d ;-• o ~ D N W O V ~ ~ ~ A ? ~ ~ ."0 A Z O .. ~ O m N (NO O Z A ~ ~ ~ A d m ... H C 0 A~ 0 R Q ~• 0 0 ~• e A A a N 0 A b ~ A ~ ~ W lv ti ~ ti a ti JVisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1 }(m}}. Permit Holder's Name: ^ City ^ Village ^ 7~own of: eu Paul Hammond Township CST M Elev.: Insp. BM Elev.: BM Description: 0 ~~~ ( ~ Gov ~ d ~ ~ TANK INFORMATION TYPE T MANUFAC URER CAPACITY Septic ~ ~ ~ ~ CD ~~f ~OSf Dosing /~ ~~~ er _ __ _ Holding TANK SETBACK INFORMATION TANK TO / LDG. ventt Air I ake ROAD Septic ~ 5-a ~ ~ I ~ ,-1 5 NA Dosing y ~' ~ ~~ Z,~ ,~.Q ~ NA Holding PUMP /SIPHON INFORMATION Manufacturer Demand Model Number (~tS~'() ~ ~ ~ ~, GPM TDH Lift ,~ Lriction Syetem TDH Ft Forcemain Length 20 Dia. 2FFiir' Dist. To Well ~ ~~ i SOIL ABSORPTION SYSTEM ELEVATION DATA county: St. CTOiX Sanitary Permit No.: 353350 State Plan ID No.: Parcel Tax No.: 018-1065-50-100 STATION BS HI FS ELEV. Benchmark ~ 3, (~ O Alt. BM Z , /U~-L- Bldg. Sewer ~?. p St / Ht Inlet /p ,' ` ~ , 3 ~7 , To-~ St/ Ht Outlet g~, Dt Inlet ~(o- (p g~ ,2, Dt Bottoms Q,','/ ~~~ q Header /Man. , Z 3 ~p~ , 7 / Dist. Pipe ~~ I . 2,3 ~ ., ,r Bot. System ~ Y r , ~ ~p Final Grade ~ ~~i St over i S ~ ~ ~ /BD,Z BED /TRENCH Width j Len f No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMEN I N I --~- SYSTEM TO ~/ L BLDG WELL LAKE /STREAM _ L NG Manufacturer: SETBACK .~AAMB l N d INFORMATION Type O f ~ ( ~ ~ OR UNIT um er. e System: DISTRIBUTION SYSTEM ,dal ,Q,o oC ~ ~i.~.Q,~l , ~,.t,,y,~,~ '-~ ~~~~ Header /Manifold /y Distribution ~ e(s) h ~(1 ~~ x Ho/le Size x Hole Spacing Vent Air,l_t ke Length Dia. Length Dia. 2 Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ^ Yes ^ No ^ Yes ^ No COMMENTS: (Include code discrepancies, persons present, etc.) Insp~ctidn/ r'( /I s/ 4 /Inspection #2: ~ /3D~C1~- Location: 1646 County Road J, Hammond, WI 54015 (SE 1/4 SW 1/4 29 T29N R17W) - 29.29.17.447B -Lot 1 1.) Alt BM Description = •fap o ~ ~Q~~-~ P ~~~cfC 2.) Bldg sewer length = 3ts~"/- -amount of cover = > 5' 3.) contour - ?~ l~ ~ ~ z. 3.s~z ,P} =100.33 Plan revision required? ^ Yes ~o Use other side for additional information. ~ ~ Q ~~ ~O SBD-6710 (R.3/97) Date Inspector's Si nature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: _ ,~ / 6 ~{ c7 ~j-ff--.S eaG c Sri o~X~G~ e Safety and Buildings Division `~scons%n SANITARY PER N tot w. wasnington Avenue In accord with I 5, Wis~dm. Co ~Li P O Box 7302 Department of Commerce ~ Madison, WI 53707-7302 • Attach complete plans (to the county copy only) fo ~ systerfi;`~~r~~/~er not '~Y county ~ than 81/2 x 11 inches in size. s _ -~~ ~r'o a X ~'~t ~ °7 ~ ~~~i~ • See reverse side for instructions for completing thi licatc~n .. ,a-_ rt~ State SanitaLry Permit Num~ r ~~ Personal information you provide may be used for secondary purpos ~ 7~ ®FFIC~ ,~+'~.,,~ ^-Check it revision to previous a I' [Privacy Law, s. 15.04 (1) (m)). ~~~ , ~~' State Plan LD. Numbe fAn~ / I. APPLI ATI N 1NF RMATI N -PLEA E PRINT A ~ A "~ ~`~' ~s Property Ow"~ame ~--,~~ r Q~ ~ ~Gl P' rty Location t~ -t/a ~'ja.~lia,S ,~7 T,~,9 rNrR ~~~4(o W Property Owner's Mailing Address ~ ~ Lot Number 1 Block Number ~~s ~c , ! ~ ~ ~~; ~. r City State J,~ Zip Code Phone Number Subdivision Name or CSM Number . TYP B I IN (check one) ^ State Owned ~. ~ !ty ` ,,J ~ age f~a ~I~~~ Nearest Road ~' Public 1 or 2 Famil Dwellin - No. of bedrooms l ~!i own OF i ~ C Parcel Tax Number(s) '7 III. BUILDING USE: (If building type is public, check all that apply) Z `f - Z `!' ~ ~ ~ -~ ~~~- `~~~~ 5d ~~~ 1 ^ Apartment/Condo 2 ^ Assembly Hall 6 ^ Medical Facility /Nursing Home 10 ^ Outdoor Recreational Facility 3 ^ Campground 7 ^ Merchandise:5ales/Repairs 11 ^ Restaurant/Bar/Dining 4 ^ Church /School 8 ^ Mobile Home Park 12 ^ Service Station /Car Wash 5 ^ Hotel 7 Motel 9 ^ Office /Factory 13 ^ Other: specify IV. TYPE OF PERMIT: h box n line A. Ch -ck box on I' a B, if applicable) air of an Re ti f R `"'~' ~ e~ ' - w ~~ r~ m p econnec on o 5. ^ F 4. ^ n placer t o en ~ Re epl~ce A) 1. ~le System System TankOnl __ Existing System ________ Existtn~5~stem -------------- ------ ----------------y------------ B) ^ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ^ Seepage Bed 21 ~llound 30 ^ Specify Type 41 ^ Holding Tan)C 12 ^ Seepage Trench 22 ^ In-Ground Pr sure - r 42 ^ Pit Privy q ~ D 43 ^ Vault Privy 13 ^ Seepage Pit ~ ~ X D ? ~ • .(~ 14 ^ System-In-Fill [Q VI. ABSORPTIONS TEM INFORMATION: 7. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Pert. Rate 6. System Elev. 7. Final Grade ,~ Required (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min./'n h) Elevation 0 ~~ ~~ , Z_ /(~ /P/~ Z6 Feet /O~ ~ 70 Feet VII. TANK INFORMATION Ca aut in allots g Total ll # of T k ~ Manufacturer s Name Prefab. Site Con- Steel Fiber- l Plastic Exper: A ons Ga an s . concrete g ass pp New Existin strutted Tank T nks Septic Tank or Holding Tank - ~ ''^ ~ ~ ~ ~~~ f_' ~~ ^ ^ ^ ^ ^ Lift Pump Tank/Siphon Chamber pQp / / /L?AL7 J »~~© ^ ^ ^ ^ ^ ^ VIIL RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber'{s Name: (Print), y~ J Plumber's Signature: (NoStampQs) MP/MPRSW Npo.: Busi/nessPh/one,N6umber: Plumber's Address (Street, Cit , State, Zi Code): ~ P ? ~ t ~'~fl,~a~ l ~ "' ~ ' ~ ,• vim-- - ~t c~ > " ~ IX. COUNTY /DEPARTMENT USE ONLY ^ Disapproved nitary Permit Fee (Includes Groundwater ate slue Issuing Agent Signature (No Stamps) Approved ^ Owner Given Initial surcharge Fee) ZS ~ 3 Z3 _ Adverse Determination X. CON.D,~~ION~PPROVAL,/ SEASONS FO D^I~ P,PROVAI,: ~ "' - s ~ '~`~S wr, ~_~~~ ~, ~ f ()TES nn .,l /1 in ~e ~ ~ lacn/~~e.-~ 1 SBD- 6398 (8.11/97) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer /Renewal Form (SBD-6399) to be submitted to the county priorto installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system; contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608-266-3151. To be complete and accurate this sanitary permit application must include: 4 I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. 11. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. 111. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new/or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County /Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; -pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. 5 ~ ~ ~scons~n Department of Commerce Safety and Buildings 2226 ROSE ST to CROSSE WI 54603-1 g05 TDD #: (608) 264-8777 www. commerce.state.wi. us Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 16, 1999 CUST ID No.6306 BOLDTS PLUMBING AND HEATING INC 820 MAIN ST PO BOX 87 BALDWIN WI 54002 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 09/16/2001 ATTN: Rod Eslinger ZONING OFFICE ST CROIX COUNTY 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Site ID: 180532 St Croix County, Town of Hammond SE1/4, SWl/4, S32, T29N, R17W Paul Hueg residence FOR: Description: New SBR Mound Object Type: POWT System Regulated Object ID No.: 490534 Identification Numbers Transaction ID No. 245634 Site ID No. 180532 Please refer to both identification numbers, above, in all correspondence with the agency. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Adm. Code. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(d), Wis. Stats. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which. may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, ennis R. Sorenson Wastewater Specialist (608)785-9336 dsorenson@commerce. state. wi. us DATE RECEIVED 09/07/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 BALANCE DUE $ 0.00 WiSMART code: 7633 MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET Project Paul 5 bedroom residential mound Address 1668 Charles Avenue St. Paul, MN 55104 Legal Description SE1 Township Hammond T.29N., R.17W. County St. Croix Subdivision Name CSM Vol. 12, Pg.3497 Lot No. Parcel ID Number 018-1065-50-000 Plan Transaction Number Index and title sheet Mound calculations Mound drawings Pres. dist. talcs. and laterals TDH and pump tank drawing Pump performance curve Site plan Attached soil evaluation report Designer Dale Hudson Signature ~~~~ G , _7~_!~f,.soy-~ Date 8/26/99 Page 1 ~~~~'~ y ~ ~~e Page 2 V ~J Page a SE P Q 71999 Page 5 P~~.~~ETY & BLD~S ~~~~. 9 Page 8 License Number 220853 Phone No. 71584-3378 Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Stats. Personal information you provide may be used for secondary Purposes (Privacy Law, s.15.04 (1)(m)]. SBD-10462-E (R.05198) ~~ s'~S~~M ~~~ly ~" ~~~ ~~~~ Page 1 of 8 MOUND SYSTEM DESIGN red boxes as necessary. nds Metric .rt gpd maximum Residential or commercial? . r (r or c) (y or n) ~~ Replacement system? Creviced bedrock site? n (y or n) Slope 2 Wastewater flow rate 750 gpd 2839 Lpd Depth to limiting factor 31 in 78.7 cm In situ soil infiltration rate 9p~ 20.4 Lpd/m` Contour line elevation 100.2 ft 30.54 m Use standard fill depths? x OR Design d epth? ~in ~cm Place X fn box to use standard d epths (24 a nd A+4 inclusive) OR specify design fill depth. Center or end manifold Lateral spacing ~(~ a< e) Hole diameter 3,50 tt Use 0 lateral spacing for trenches. Estimated hole space 2 Pump tank elevation 70.0 ft Forcemain diameter 0.25 in o.1zs, o.1se, o.18s, o.z18, o.zs, 0.281, or 0.313 inch onlY• 4.00 ft Not a final cak:ulation. 85.25 ft Outside bottom of tank. 2.0 In 1.5, 2, 3 or 4 inch only. 2.067 in Actuall.D. Number of laterals Forcemain length SYSTEM SOLUTIONS Inch- ounds Metric Estimated daily flow 750 gpd 2839 Lpd Absorption cell Design load rate & area 1.2 gt 625.0 ft` Linear loading rate (LLR) 8.33 gpd/ft Design width (A) 7.00 ft Cell length (B) 90.0 ft Depth of cell (F) 10.0 in Sand filter Upslope fill depth (D} 12.0 in ~,~Downslope fill depth (E) 13.7 in ~ $'7 Basal area required (gpd/infiltration rate) ft Supporting components Topsoil depth 6.0 in Subsoil depth at center 12.0 in Subsoil depth at cell wall 6.0 in End slope toe length (K) 10.21 ft Up slope tce length (J) 8.00 ft 1 ~~ ~---Down slope toe length (I) ft ~ Total mound length (L) 110.42 ft '2,~{~-Total mound width (V1n ft HOLE DIAMETER CONVERSIONS 1/8 = 0.125 1/4 = 0.250 5/32 = 0.156 9/32 = 0.281 3/t6=0.188 5/16=0.313 7/32 = 0.219 58.06 m` 103.3 Lpd/m 2.13 m ~~C'E YS. fEM 27.43 m S 25. ~ S~ na~~J .~•® 30.5 ~~~~' _ ..~~4Y AHg gF,1lD{NGS Basal adjustment made. Project: Paul Heug 5 bedroom residential mound Transaction Number: Page 2 of 8 MOUND PLAN VIEW observation Pipes (typica4 1 ~ r J _' .53 m ~7i~:~ .:::.:::::::.•:::::::.:::~ ~.•:.•::::::::: . W B I K A= 7.OOft 2.13m B = 90.0 ft 27.43 m J = 8.00 ft 2.44 m j,~ ~ I = ft 2.96 m K = 10.21 ft 3.11 m r ~ a~ca.a. r aw ~ icuy v a~cv~ w~ ~ ~ ~ w~a~~. u.ca ~ ~ wu. ~.. Transaction Number: Page 3 of 8 typ. obs. pipe (anchored securely) 6" (152 mm) I =down slope dimension =absorption cell (AxB) J = up slope dimension ~ =plowed area (L.x1IV) K =end slope dimension MOUND CROSS SECTION lateral topsoil invert 101.70 ft elev. 3 . m~ ~` f ~ (~ ~ s. 101.20 elev. 30.85 m ''' ASTM C33 ~ y Sand Fill y 00.20 ft contour 30.54 m elev. D = 12.0 in 30.5 cm subsal cap E = 13.7 in 34.8 cm F = 10.0 in 25.4 cm F G = 12.0 in 30.5 cm H = 18.0 in 45.7 cm D = upslope fill depth plowed layer E = downslope fill depth F =absorption cell depth G =subsoil + topsoil depth at cell wall H =subsoil + topsoil depth at cell center 2 % ---~ slope Note: Absorption cell media will consist of aggregate and pipe with laterals centered across Ax6 media. The cell media is covered with geotextile fabric. ~~~~~~ ~ _ 110.42 ft 33.66 m PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch ounds Metric Width (A) 7 ft 2.13 m Length (B) 90.0 ft 27.43 m Lateral specifications Number laterals 2 Holes/lateral 22 holes Lateral length (P) 87.50 ft 26.67 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 25.63 gpm 1.62 Us Sys. dis. rate 51.26 gpm 3.23 Us Hots spacing (X) 50 in 127.0 cm Lateral diameter Pipe diameter Design options Design choice Designer must '~C' one choice from the options provided. Manifold diameter Designer must '~C" one choice from the options provided. 1 in (25 mm) - 1 1/4 in (32 mm) 1 112 in (40 mm) 2 in (50 mm) X X 3 in (75 mm) x Piro? r1iAmPtPJ nexien ootinns Design choice 1 in (25 mm) 1 1/4 in (32 mm) 1 112 in (40 mm) 2 in (50 mm) x x 3 in (75 mm) x 4 in (100 mm) x Place X in red box of chosen diameter. Place X in red box of chosen diameter Distribution system contains: 2 Lateral(s) LATERAL DIAGRAM -END CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. ater s centers over merrswn last hole drilled next to end cap en J ep P All laterals are identical I{- x-~I Holes drHled an the bottom of the Lateral S equallg spaced y ;• Foroe main oortrreation trig [ee or Dross to martiFold at any point. Laterals & Forge main of PvC soh 40 • .permanent end marker [per COMAA TaHle 84.30-5) Inch- ounds Me ~IdP" v ~ Lateral length (P) 87.50 ft ~ . 7 • ~~~' " ~' ~ Lateral spacing (S) 3.50 ft 1. Hole spacing (X) 50 in cm Manifold length 3.50 0 250 ft i 1.07 ~`~~~~~~ 6 Hole diameter . n ~~q Lateral diameter 2.00 in ~pE~ Forcemain diameter 2.00 in ~~r/ ~, ~r` Project: Paul Heug 5 bedroom residential mound Transaction Number: ~4+ `~'`q ,~-4Yy ~r ~dr...~ 3 'Ott°;"~~"~ ~~~ . !~ ~~ ~~.~~~ K~ Total Dynamic Head Operational head Vertical lift Friction loss Total dynamic head Dose Volume Dose is > Lateral void volume Minimum dose Drain back Dose volume ~~ 9~ ;_ . ~ ~: i . '~ `.artt ,`3 TDH and Pump Tank ~ ~ ~ ~~~, ~~~~~'~ o~ SAFE 2.50 ft 0.76 p~Y1S1f3~ _ 15.60 4.75 ~\ Are ~ ' 2.92 ft 0.89 Y~'`~~ ~ ~`~'~ 21.02 ft 6.41 m SF ~ no, what is the highest elevation dovimstream aF pump? 10 times lateral Volume Forcemain drain 30.5 gal 115.5 L back to tank? (">t' one) 305.0 gal 1154.5 L Yes 12.2 gal 46.2 L No 317.2 al 1200.7 L Typical Pump Chamber Layout In combination witFt state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. approved manhole c~v+er with w pry roaming label and kx:king device g~ ~vels junction bax --~ disconnect 4" vent pipe electric ~ per NEC 300 and Comm 1628 WAC wall of pump charrtber or combination tank f A .~/ atarm on pump on B pump off elev Tank manufacturer Pump tank capacity Pump tank volume Pump manufacturer Pump model number Alarm manufacturer Alarm model number 86.1 ft C 26.2 m D 3 " (75 mm) of bedding under tank Zoeller 140 o A c B LevelArm ~ C DLV p D grade levels aftema#e outlet k>c~ion 18" (46 cm) min. ~_ ~~ ~ outlet joint Provide 114" weep hole or anti- siphon device as necessary Grade levels - pump tank manho~ = 4" (10 cm) minimum above finished grade -vent = 12" (30.5 cm} minimum above finished grade 85.3 ft Pump tardc elevation 26.0 m bottom of tank Inches Gallons 25.8 507.9 2 39.3 16.1 317.2 7 137.6 Project: Paul Heug 5 bedroom residential mound Transaction Number. Page 5 of 8 ,` HEAD/CAPACITY CURVE EFFLUENT and DEWATERING WARNING: Model 18514185 should not be subjected to less than 30 feet TDH. TOTAL DYNAMIC HEADICAPACITY PER MINUTE N ' ~ ~ 5733 ~j SERIES Il N 5739 9e 177-07f 110N1{0 16/M1N 16W1p 1631/115 teSNiiS 1KI1116 iW/11t 113NU9 191 ~ ~ J ~+- FL M: WI. ltra.'. Gal, lha. WI. l.-s GA. W Gal. .1tri WI. U~ WI. LIS WI. lYa. W1. 11a. WI. Un. Ctl. lhw G+1. Los. Gal. Ws. G+I . lys 1 4 S 1.57 16.5 a : 21 f06 17 tt] 71 177 97 731 N 7x tot w1 N 2]t N 171 S/ 710 1S5 SI7 135 SIr' IS 171' 42 f0 7A6 173. SO II i] IJ x 113 61 SH 79 391 w .711 f00 >]76 i1 171 N 171 SI 221 1N e6/ 151 7f 1S I70 " 13 Is 1 1.9 ' is t9 r 1s N ~ u "u 91 r so 7 w r se tM lu ~ us a r. :» io Lto a t 7 n is !s 76 /x » at t: Ito » zz~ so 1n se 711 u6 su Iso Sx a va 40 a r.t: t 7a a to 71 ;iee s7 n6 s9 u7 st 72o I:1 111.: w : sos a ut 13 7o e.u s7 »+ 6s 2u ss lei se i7e w sw s1 113 ul 1s6 to at a vt w ut/ 7o to K w ~ t7: ss 2ef 7s :e1 se n3: /os r It1 at u m 38 12 w Isu n w 7s us sl t9f: se iu sl Jso: w xt too r9 as Ire so nls9 Is st a tit 76 u1 se ue rt 219 is 72 1s "/at 12 ro 21.]1 70 lu , to u si ui` sl -+17 ro 2es a vt 36 191 w a.7e a ~ ' u ne: a loe s, io1 a ve 1 1 90 27A7 72 111 7 - / 77 110 15 Ire too 70.M tl q.; it 71 a0 :1ft 34 Ito uoo r ie e m w '111 110 120 x.x 20 rs 105 I7o Asa : to st 32 i «sval~e: 21.r xr 192s• :r x' a• x• es• er rr Ils• 9r 117 ur 100 30 95 28 90 186, 26 4186 85 165, 24 80 4165 75 0 22 Q 1.1 70 v 2O a 65 z >- 60 163, 18 4163 189, ~ 4189 55 0 ~ 16 50 14 45 40 12 140, 188, 4140 4188 35 10 30 185, 8 137, 4185 25 139 . ©. 15 4 10 2 5 43 48 53,55 98 161, 57,59 4161 0 U.S. GALLONS 10 20 30 40 5 60 70 80 90 100 110 120 130 140 150 160 LITERS 80 160 240 320 400 480 560 640 0 FLOW PER MINUTE ooeo22 Note: S/.~ pa+t For Head Capacit~on • wt;n. re d. Sly rate Model '112 industrial column-explosion prooof pump see FM0219. ~~ , , ~ ~' ~ v ~' a¢,nc,h rr1 ar,K: To ~ Survey sfa.~(c. ww'ed w r^: Paw~A. N k2Q 1[ob8 CharCts,we S f • pau,Q, /K-i ss/off /9s."a8- _, ~ ,~ , I ~I I PZ ~ ~ ~ , ^ ~; - 46s4rva~on ~i ~ ~ I ~ ~ ~ Elev II ii ~ I I II ~ I ~ :~ I II A ~ II II ~ ;~3 ~I ~ I ~_ ~ 97. i ~ ~ f~opOSQd G~a~~ 5bedr>~rr+ I r'e5rd¢ne~ R.o Sed ~~~/6S// y Co 6;ha~o~ Scp~.c -se,I. Vo Qt/G, bK;Cd:~ -~ q6 5 0 `(Jro~P.d 1~ell /,~0, In Hof /, CSr~ do~% /.Z, ~. 3y97, sEy~SwS'y, See.,~,9,T. 32N, 54Ce, /20.23. SEE CORRESPONDENCE 6¢!' ,Z 78. /B n A[,( ~ ~uJ~~ ~ ~ ~ ~ ~ ~. s~_z~ c c~ ~ anti ~-~ ~ `~' ~ \~vt~ \ O~ ~ t..l~ WTI LV\l. ~~ ~~ ~ ~~ 50.0/' 50 ~ '~~" ~~ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address /GG~' C`.harle5 f~~•, S~. ~ ~~t; 55/Of/ Property Address /lo s~0 ~ moo! ~T ~ 7 ,~ (Verification required from Planning Department for new City/State ,~tt nil /-'1 d n c~ (,~ ~, Pazcel Identification Number O / ~- /0(o S- S~ -~ LEGAL DESCRIPTION Property Location SE '/., ~~ '/a, Sec. 29 . T ~ N-R_LZW, Town of I~a~»~nond , Subdivision ~ h'1 .Lot # ~. Certified Survey Map # S~yyO/ Volume /2 .Page # 35/97 Warranty Deed # 5YS7 /2 ,Volume /3~/ ,Page # /29 Spec house ^ yes C~ no Lot lines identifiable L~ yes ^ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification foam, signed by the owner and by a masterplumber, journeymanplumber, restrictedplumber or a licensedpumper verifying that (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days a thr a year expiration date. SIGNATURE OF APP CANT D OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the pro erty described above, by virtue of a warranty deed recorded in Register of Deeds Office. J~~/~ SIGNATURE OF APPS ANT DATE ****** Any information that is mis-representedmay result in the sanitary permit being revoked by the Zoning Department. ****** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Wisconsin Department of Industry, SOIL AND SITE EVALUATION R E P O R T Labor and Nur~fan Relations n.......,.., ,.~ e..~ew, n c~.:~.a~.... Page 1 of 3 - III QliliVlU Wllll ILI 111 UJ.VJ, •11J. /~a~lll. vvaav COUNTY V V but must include i i Pl 8 1/2 11 i h h l St. Croix , an n s ze. an x nc es Attach complete site plan on paper not ess t not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 018-1065-50 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION RE W B ° D TE PROPERTY OWNER: PROPERTY LOCATION Paul Heug GOVT. LOT SE 1/4 SW 1/4,S 29 T 29 ,N,R 17 f(or) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 1668 Charles Ave. 1.,, na csm CITY, STATE ZIP CODE PHONE NUMBER ^CITY ^VILLAGE MOWN NEAREST ROAD St. Paul, M[~. 55104 612)645-3923 Hammond Cty. Rd."J" (x] New Construction Use [x ] Residential / Number of bedrooms 5 ( ]Addition to existing building j ]Replacement [ ] Public or commercial describe Code derived daily flow 750 gpd Recommended design loading rate • 4 bed, gpd/ft2 •5 trench, gpd/ft2 Absorption area required 625 bed, ft2 625 trench, ft2 Maximum design loading rate • 4 bed, gpd/ft2 •5 trench, gpd/ft2 Recommended infiltration surface elevation(s) 101.25 ft (as referred to site plan benchmark) Additional design /site considerations na Parent material pitted Glacial drift Flood plain elevation, if applicable na ft S =Suitable for system CONVENTIONAL ^ S ®U MOUND ®S ^ U IN-GROUND PRESSURE ^ S C~ U AT-GRADE ^ S ~7 U SYSTEM IN FILL ^ S [9 U HOLDING TANK ^ S ~ U U =Unsuitable for s stem SOIL DESCRIPTION REPORT Boring # 1 Ground elev. 100.2~t. Depth to limiting factor 42" Boring # ... 2 ~> Ground elev. 100.9t. Depth to limiting factor 31" Depth Dominant Color Mottles T t Structure Consistence Bourxlar Roots GPD/ft Horizon in. Munsell Qu. Sz. Cont. Color ex ure Gr. Sz. Sh. y Bed Trench 1 -12 10 r3/2 none 1 lcsbk mfr cs 2f .4 .5 2 2-23 10yr4/4 none sicl 2msbk mfr gw if .4 .5 3 3-42 7.5yr4/4 none sl lcsbk mfi gw if .4 .5 4 2-65 7.5yr5/6 c2d 7.5yr5/8 sl lcsbk mfi na na .4 .5 Remarks: _____ 1 -16 10yr3/3 none sil 2msbk mfr gw 2f .5 .6 2 6-31 10yr4/4 none sil lmsbk mfr gw if .2 .3 3 1-50 10yr5/4 c2p 7.5yr5/6 sil M na np .2 ~ I \.; ~•4 ~ ~ I ,, f' _ / ~ ~ ~ '~_ ',t r._~ ~ C~u~ry f~~, ~ / Remarks: .~ CST Name:--Please Print G L. Steel Phone: 715-246-6200 ~__.`~~' Address: 1554 200th. Av New 'c mon I 540 7 Signature: Date: 5-2-98 CST Number: m02298 PROPERTY OWNER Paul Heug PARCEL I.D. ~ 018-1065--50 Boring # >:<>.~: ~:::<.. :~ Ground elev. 99.55 ft. Depth to limiting factor 42" Boring # Ground elev. ft. Depth to limiting factor Boring # ................. .................. Ground elev. ft. Depth to limiting factor Boring # Ground elev. ft. Depth to limiting factor SOIL DESCRIPTION REPORT Page ? of 3 Horizon Depth Dominant Color Mottles Texture Structure Consistence Bandary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends 1 0-8 10yr3/2 none 1 lcsbk mfr cs if .4 .5 2 8-20 10yr4/4 none sicl 2msbk mfr gw if .4 .5 3 20-35 7.5yr4/4 none sl lcsbk mfr gw na .4 .5 4 35-42 7.5yr4/6 none sl lcsbk mvfr raw na .4 .5 5 42-60 7.5yr4/6 c2p 7.95/6 sl lcsbk mfr na na .4 ~ .5 Remarks: Remarks: Remarks: Remarks: SBD-8330(R.05/92) 3f~ STEEL'S SOIL SERVICE Gary L. Steel CSTM2298 Paul Heug MPRSW-3254 SE4SW4 S29-T29N-R17W town of Hammond N 1"=40' BM.= top of survey stake ~ el. 100' Alt. BM.= top of survey stake C el. 100.15' _ t . tJ~ f r._ yc ~ l , h ~` ~1 ti ~~ Q ~ o a ~ ~ ~ 3 ~ b ~~ ~ ~ ~~~~ 58~ .~v 25~ N ~~ ~ ~ ~(~c ~~-~d.. w~« bt t2~n~nvE~ ~~ n`~ ~~~ 1" ~ ~~ 1 ~~ ~~o .1554 200th Ave. New Richmond, WI 54017 (715) 246-6200 B 1~ ~~t,nm -~P1~mEn~- ~-1, w-v-~- ` i4 \ l 0 tee ~ d- D'r` ~'Y" E~ OS• Gary L. Steel 5-2-98 S$~"~~.~ EtETH i~.iCOE, ~=::~-ih;Gis:E~~i~T I (-ihJ ~ 1/ ~' YOf. ~.~.j~.~. PA~E~:. ~ State DAr of Wisconsin form ? ~- 1982 QUIT CLAIM D1rETJ F' . ,_~ .~ i~ ~ , `` ~l DOCUMENT NO. _Willianl Hut=_g, ,7r. artc~ Hc~:11:~ Ilur_r.;, _~v.:~sj~lZ,;~~~d .wzfe, ,r~ti1 nrS _-- _ yuit•Claims to . '' U_L-~I'lc~t~y,>__I~L1E?i,J, b~' y]-ft, .----__-_-- the following described real estate ul -St_,->;:~~:i.:k. _.________ County, Slag Of Wlsc(!ns(n' Sce EY.ilibit A ~3tt.~checl . ~~~r~~~~~~~-~~~~c~ S~. cao~X CO„ wt I~.r:~d lar n•ocrd AuG 2 4 1998 ll.' /5 A. ~ ~~Rv,~,pbi.r p} Oegde li p ~i r~u; ,,rArF nf4FPVEb FOP nFCORC(Nl3 nATA r~nleF ,ern PFIUAN AnURES^ ~~ f Parcel IdeAtiflcetion Number) ~~~ ,~ ~, This.T_~t-''~ -_-._. hc,mr,ctcsd property. till its not? Uatr.J this ._.. -----_---- `.. i AtITHENTICATIQN 5lgnature(s) ___ . authcntic;ltcd this _ _ day of _--___...__________-_.. , 14 _ clay of _ ~J ~*- ~,~ .. 11 =!6 .. ~ I / •! . ~t ~ ~ I q-w~t I3u. ~.4~4 , ~ / ~ ~ F . _-.._..---- -- ACKN()11'L~U(:AIIrNT ',3'(,+.f(' Oi=1715("QTVSTA ec ~1CrSr.\11AI1}~ CBme E)efule me this day of I ~4~-(-~ 1,9~-the above named [~1i~111i ~rit~uP_CI. .IY-c3t~~L'iId ~~L1F3~i ~ .i~a„tG-c:4-=~`-+ 4+'~:~7 GNf4 L~ETH JH~riL~ Gr~hJGREG~~'rI~iN F.:~1 45'~ 0~7~ P. 57 YOl ~.~ ):~.l~d~f ~. ~~ Exhibit A .,.- Part of the Southeast'/, of the Scut}iwest '/, ~f Scctior~ 29 and t}ic Northeast '/, of the Northwest '/, of Section 32, Township 29 Nctrth, Range 17 West, Town of Hamnrond, St. Croix County, Wisconsin, denominated Lot 1 as sho:vn on the C'ertiiied Survey Map recorded in Vol. la of Certified Survey Maps, p.~'~ ; A}ong with that certain parcel of land located }tt the Southeas( Ya of the Soutlawest '.~. of Section 29, Township 2y Nertlt, Range. 17 West, town of l larnrnond, St, Croix County, Wisconsin, more fully described as follows: Conv»encing at the South~~~est corner of said Secticln 29, thence East (~~~~.~.,....1 1. a..~:.~fj .. aS.. C~~..tl. lL.e .,Ctl..~ fv...tl.....,a •,L v["ucaiJ Oa.a.tivi. L:~~ a distance of 1844,71 feet; thence N 32"46'17"E 1 RG,24 feet; thence N 00°32'44"W 130.00 feet, to the POINT OF I3LGINNING, of the parcel tcf be herein described; thence continue N OU°32'44"W 50,92 feet; t}tense S 89"59'44"E 195.Q8 feet; thence S O1°4C)'13"E 50,92 feet; thence West 19G.08 feet to the YO1NT Up' BEGINNING, containing 0,2,'29 acres or 9,957 square feet, being suf}jest to easements of record. These parcels are conveyed together to create one parcel. This transaction is thereby exemp( froth Chapter 18 of the St. Croix County Land tJse Regulations pursuant to Sec. 18,U5(Aj(~) ' to I i t, ~- -; `3 - `i '~_+ i i y C 4~~ N ~~1 F, F 'T N a ~a i": ~ i E: ~- ~-~ r J G F' F~ C~ ~+ l 1 C: 1. °~ 1 .. .. kJ °~ i = F' . k=t ~1 ~ v a$~~~9~~ ~,o~ 1.~~~74~cF~f4 .., j ~C~ ~ YV+~~4. .~: 7 ~ n ' f Easement T. CRdIX CO„ WI R1s'd fnt ttaco-d AUG ~ 5 1998 9:30 A. William Hueg, Jr. and ~lclla 11ucg husband at~d wife ("Grantors"). wish to convey to Paul Andrew Hueg ("C7rantee"), by gift, fee title to certain property in St Croix County, Wisconsin, which will ue uw~++ve~.- u, a. ~•r,ui,ru ~u+ vr.y iv,~l~ u+ai wu, ue u+eu ,~r+ +r,~:u+u uc+uir uro wuvcyntyur. iitc: parties wish to provide a driveway easement over othcc fro f?crty owned by the Grantors to serve thaw Certified Survey Parcel but this easerttent rtsust be 1?ut cif retard first so that the roconjing data can be shown on the Certified Survey. Therefore, in consideration o1'the ~.ift which the Grant+,~~ intend to make to Grantee, Grantors hereby give the below described cascntcnt to Grantee ~- Driveway EAtietnetlt Williattt Hueg, Jr. and Hella Hued, Granters, eenvey and cluitclttirn to Paul r`ndrew ~lueg, an easement. for ingress and egress over property located in the Southeast '/~ of the Southwest'/a of Section 29, 't'ownship 29 North, Range 17 West, Town of l.ianunond, St. Croix Ge?unty, Wisconsin; more fully deserihecf a fc~lfows. Comcttencing at the Southwest corner oC said Section 2~~, thence East (assumed bearing on the South line of the Saut.hwest '.-4) of said Section 29 a distance of 1844.71 feet; thence N 32°4G' l7"F 10.07 feel to the Paint. of Beginning of said easement; thence N 88`'42'49"W 76.3 t Ieet orr the North R.O.W. al'C:.T.11. "J"; thence N 01 ° 12'29"E Z.3 , l 1 feet; thence N b~}°46" l 7 "E 1 _S 5.51 feet; thence S 32°4£i' 1 i "W 12023 feet to the Poit?t of Be Yinnin T. b 6 Dated this ~~ ~ , da~~ of ,IuEy, ; 9~ig V4'illian~ Hung, Jr. "~' fi'~~~~ __ (SCAT) Hella Hued Ac1..s~o~w}edgr~tcttt State Of Minrtes:7ta ~SS, C'nunty of Rarncrv • ,t-illy-24-=r9 09:49 ~r1 ;+ .~ _ S~~G~2 FsETH .JC.iCpE: Cr~t•JGF.Et~~iT I ~~F~ 6.~ 1 452 9573 N . 1 ~ i~ ~~l ~..`~ ~~°~~c~ )1. ,~., St.Cr~ix County /oninq c?£Cicr Wit. rrc>ix County Govc rmm~nt- i:<~nt.c~r llt~l Cerin)Ctt~r'1 N, c.7~-tci Hud=;;~n, Wiscansit: 5401. c;-771ti AFFIllAV1T ~t~yte of W.sc:i~n~ain :.:. . ^c;unt},• of Wit. Crc>;-,; ) T. CRQiX CA-, WI Nw'~I hr ~+.~ow s ~ P 0 $ 199 9~3o p M ~~~ ~~ according Area t4ame and Iteturu Address Pa>td IdrnGf,cation Numhcr (Flhi ~j ~ ~~ ~~~ ~>"7 ~~~ :~einr d 1 ,. t t ~ __ -- t u y ~Y:: ; r,, a c~~, uri:~~r vatti that: {name Y 1 . [1~/`~e i:-, t.hc O'v,'nF2-j -'ZT~tY"irT' Cif t.hc~ LcillUwitic~ ~~~=ti'c~itl of lain: loo~t.ctc~ it ~;t Vol umc~ ~ 1 . c't-ni.x C~ pc;q~ -~' Q~ ;::rut7t.y, taisc.onsi•i, rE~cordeci in , Docurient No. St. Croix [.'aunty Reg i ~,t-.c:r r of Ut~NC_•i ~. _ Of f icf_' 11 ~)A rc:r~]. c?f ltlt-,r3 1 cc:~:-11-C'.cl---- r' ~/Gig r ' _~./~r_L_'_?~~--~---- C/~ f~ ~' . '1'ht? atic:iv~ [~zir'CG: I i,;i~-, }t:~rl acidc~_i to it t}te fol ~w i ng dr~:~crlt~ed ~ np~~rc:F1 recc~r-~3c_d in Volume-~~.5'~~ r°at~o / ~ ) Dorutrent Nt~. ~+~~~,2 -~~ , ~~t. C:rc>ix c~ol_tntV liegistc~r `-c>1 1?c't::3'~, C?fficc:, re~sult~ng i:i a ~iny7a ~Zrcel: A E]~lt.,... 1 ~~3: l~t,,•.3 l i„_~;teclYi'cf C'~J ~~ ~ c J ,f~ c c? :~!~.. l:'r,~ix t'~ur~t:y ;;!;~>.:c~n,i,~,_~_iN~~ribc=d ,~--follow:;: -- This inComxliOn nwtt be comt,tctoct t,y tubrnitiar. iti:unrrct tirf : t n~2rnc ,e: ren~rn cldlrrr~, rai+i !'!A (f rt,TaredJ. Oth;r i,lf.,rrrwvivn tucyt r1r tls< drttreting eLwr. t, leg.sl citr<•rif•rian, etc. muy !h pL,ecJ nn t1:1t ,r,t , - rGi:iRtlenr. nri f !'• do ofri.c civ::wmtnr c,r nary d: l,4ucd nn add;t;..nnr~,agci q{nc~ r '' Ute tf ll,ir C~~),~/rdFc e=.l.r onr f•eTSc rv yJwr doc:on<•nt an.~ e7 !7? +: Rte, ~_- ._ r.' r r I: i ~'/>fi n t lrr. N'u. Cnr n Sk7.n<r: 7, SS~.517 1 rye l! ~~•3:49 cNM ~~TH Jf~COE: CrtJGRE:Gi-i~tIi_It~ .OL ~.~~?~°hCE4 j~ .~ F.~ 1 4:~L ~f~73 3. The addition is a transfer exempt from Chapter I.8 of the St. C:r~oi r. Col.trtty Lend Use Requla?-i.cn~~ pur~,u-ant: to Section 18.0 (~) (s? n . Ttic~ purpose a f th i ~ a 1. f idav i t iti. t.o n<~ti f ~ t-hc public of the ~-~d~3 i t i cart d^i1 the resulting parl~e] . ~__ ~ ' C - - - - Subscrzt~izd an~~ sworn to i:~ef~re~ iUf> tYti_:; --~~___ - day ~f C" ~~~~'~~-D"~ ~ 1'~' ~ • JOHN G. WOFSCNLER y tVOiARY PUBLIC MINNES07A RAMSEY t:OtJtVTY w±~ + „ ~ - i AIY C~xnr~ E~ir~s J~rt. 91,2000 ~ c~(,~, ,~.,. tti t. ry Pt.iblic, state of W-i~~rif~ "+"„rJi~i~oT,~ My c;~mmi.ssion erpix-c:~r: _._ __~_._.__ __- ~' 1 1 Tl't i ~ i r~_str•umc~nt~. k~~~s; drifted by--- ~-L_-`~~• (~-~, _. t` , t~/~t~~ ~ ~'.~ Part of the Southeast '/. of the Southwest ':4 of Section 29 and the Northeast '/. of the North :~•es: 'i• of'Secl~ost 3~; Teyv~ip 29 North, Range 17 Weft, Tgwn of Hattunrand, ~- Groix County, Wisconsin, denominated Lot 1 as shown atI tllc Certified Sui~'cy Map recorded in Vol. Via- of Certified Survey Maps, p.~; t' A ~' ~. ~.- !. - ~i Along with that certain parcel of ]and located in the Southeast % of the Southwest ',~. of Section 24, Township ?9 North, Ratt~;e I7 West, town ofHammond, St. Croix County, Wisconsin, more filly described as follows: Cortunencing at the Southwest corner cif said Section 29, thence East (assumed bearing on the South line of the Southwest '/. of said Section 29) a distance cif 1 R44.7I feet; thence N 32°46' 17"E f 86.24 feet; thence N UO°32'44"W 130.00 feet, to the POINT OF BEGINNING, of the parcel to be herein describes; thence contirtuc N 00°32'44"W 50,92 feet; thence S 89°S9'40"E t ~5.U8 feet; thence S O1°40'13"E SU.S-2 feet; thence West 19G.08 feet to the PC)1NT OF BEGINNING, containing 0.229 acres or 9,957 square feet, being subject! to easements of record. ,~, ~ "s' r-,-Ih _ -~-''~'r +i'_~ -3 h+('1 E:E'rt.i Tti~-'iJ}: i-IJt~7i_;F'I:~i~,F~ I ~"ill c. -i~-._ k~i t _ F'. l_t~ f s ~~4~0~. n_ t~ ~ All t, 0 `, 199 8 ~' ,~ a~s+~ ' Kq~1+~E~~~; ;~ eeds '`~~~ RpyiStBf ~ ~,~ \~ / t~F:~TIFIED SU~iti~]~~' 11'~-A F' ~~-ILLI~.?~i. JR. ANn >}ICL,T.,~~ >~~>;.~r;(: ~.~ ~v~~~ ~ ~ Part oftlrc Sour:lra; li4 ~~i i}ze. So~,th~A.c~t !-a ~~fScc,ti~>n ~9 a~td nc~ Nulrth4~a~t .l/~ o`'tlr.e ticrthwcst liq of Section ~~, To~~nshif? ^t) ti~~rth, Rarer 17 l~'rvt, Tr,~~,~ri ,>f'Harr~mond, St Cri_~i~ C_'aunt}', Wisconsin. aci PEaF;nr, S Frr r/+: Sn~r~l ~O~f J v ~ I ~~ : I 1 __..._ !i V. SNF~ ~~ Y ~.,1 '~ ~~~ ~ c5 - - - - Q } ~ _ I ~ Q ItHf ~~ L p~ / If1J/N5~ ~ y. 1 ~ Q1 I ti ~ ~ ..>~,Sbpt4.r"'',URl,BO~F~RES ~ ~ CaI .`QI B:,B7k 50.x/-. OH;.SG~ACf;~S' ~ }-.I O4/l~rwCM' EaSE6fENT AS RECORC6Cr.+ "v 0 i (t,~'CLUl~/NO R, M7 - ~) Y.G. /~~ ~ ST. CNOIX Cp, A£CO.4DS ~~ ~ 6' / _ .~ -!~ Qo p~aJ 5E'daCr L!`~E" `~ ~I P i~ . T ~' ~ rV ~ ~ ~ U `~ a oAE ~t~ ~~~ ~, ~ /n0 ti SOUTNK'E'ST CORNE/5 ''D ~ g 6~ . g.'S(„~ G: wEG ~ llovSE ~ /SEC. 29 T 29 N R /7 W 14 , ag 1x ~ryo I c^ S~7UTH //4 CORNc ,4 / ~ ~. ~ ~ • a ~ . ° ~ ~ / _ ( SEC, 29f T?9 Ny,R ~> W (NW CUR. SEC..'2) I ~ es ~I ,yw - -,EAST 26';8.67 ' ,~ ' ~~' h 1~? :SpL/7'NCINE SW'I/4 $EC7'/QN 29 ' (N+~ ~9 CQR, JC4, .7r,1 .. O .~-.-../)~---. . '~ ~~ NB$°~i2'49''W 589'DS'llttwr., v NOR1'N L/Nf h1~4 SEC.Ii h Y I h6 V' ~--t2Ct Rn~--. O I.TT.EI 4, / ~- r i ttW ,' W(f..~ ~~~c ;~? ri. r, H: ~ N84°•fc/¢9/~W ri'~ rl 5 ~.9°0'S39t.,- ~n sQ e~ u r1 ~ ~. a 'r" ~ E" D L. A N D S ```,,y~u~1E~1~11~~~ri Date+J+: t)ctober ?4, 199? ``ti~`i1~~CidIVSy 4r Ownes's Address' `' ~t~AUR ~` « 1170 Dodd Roar+, a r~r~ !' W M R HY i ~ St, Fa>sl, MN ~_' 18 ~ ~ aT13 ~ Sca! !n sst _ r_' = r00' ~ v PADS, w +~ a 8s so rp0 200 ~~. ~~•~~ ~, v~` ~ .• t t,aurerC_e G,', Murp!-~y. Registo,~:a~,e.T.and ur~'eyox~ ..,~- rti'c~~c,arEa c~.~uNrY su~?v~r•;:~Q,s rj •~ ~ . F=1 LJ h - :: 4 -'~ ~ ~_t'd ~i =r iH f'1 B t=. l N J H I : i'1 i> ~_: I~I hi L, (S' E G h-i i~ I t r•! r..° 1 -3 ` ~ t=1 °. ,' F' L_I _ •: - ~/ C~'IZTI1~ I~,U- S L1ItV ~Y 1VI.A. P ~'4'II_.LI4~~1 JR. ANI) FELLA ~il1EC: Part of the Southeast 1;4 of the Southwest 1 /4 i~f Section ?t? and thl; Northeast .t;'~l cif the No:-thw~est I ~~ cif Section 32, Township 29 North, Range 17 Wcst, Town of Hammond, St. Croix County, ~'4'isconsin. Description. Nart of the Southeast 11'4 of the Sorlth•,~'es! 1 %.} of Section 24 a!1ii the ~'a~thcast 1 %~1 rf tt~e \'orth~~~est l r'4 of Section 3'l, Tciwnshi~ ?9 Neu t}~, Range. l ; ~~"cyst, To~.~'n of !-iamnh~7nd, St. CI oi~ County, Vdis..unsii?, rtn:>re filly described as f«IIUw;; Carrrmencing at tl~e Southwest corner of'saic~ Section ?9, thence ~' 9U~U0'00"1= (assumed bearing on the South line of fire Sautfiwest I/4 oE'said Section 2~) a distance ref 1844.7]', thence S 32~4G'I'7"W 48,SC', to the FOIN'I' OF BEGI~;NING, of the parcel tip he herein described; the~}ce N 32' 46`17"L 234.86'; thence N UO°z'2'44"~~1' 13U,UU'; thence East 19~~.08'; thence S Ol°40' 13"E :~2$ 19', to tl~e ~,.. centerline of C.T.Ii. "J"; thence S 89°05'1 i "W 1'5.39' an said ceruecline; theme N 8$'42'4"1~V 153.21' on said centerline, to the POI~'T OF BFGTiV1vT1~+G, cc~ntainirtg 1.80E> acres ar 7$,660 square feet, being subject to casement over Southerly portions of said f~a.rcel for C.T.H. ''J" R.O.W. purposes as shown on this reap, also being subject to easett~enu of record Note Each pared sliowu on this wrap is subject to State, County and Township taws, rules and regulations (i.e., wetlands, rturtirnum lot size, access to parcel, etc.), I3rfore purchasing or developing any parcel ccTtttact the St. Croix Cou»ty Zoni~t~, Otlicc and thz xl7propriate "1"o~.~n 13uartl i't~r advice. Phis instrument drafted by Mark ~~' Peavey' Dated: October 24, 1997 State of V~'iSCOnsirt) County of Pierce) 1, Laurence l'L', Murpl7y, Registered l..and Sut~~eyor, d« heret~y certify that by direction of the O:vners, Vb'illiam Jr and Helia Hued„ l have surveyed and divided the. lands shown hereon in accordance with oi~icial records. Chapter 236.34 of the Wisconsin Statues and the Ordinances of St. Croix Co~utty and that this map and dCSCription are a true and cc)rrtrct reprefientatiUn thereof `,`,~~~tu ~ ~ i ~~~~rh,~,,i ~~~, ~~~ O O (~/ '~ ~ ' l,AU. ': ~ ~: =m~WM RHy's~~ .. y ~~` i S )13 ~'° N ~ ~ ~ • f,i F=ALLS, ; • ~l '•.,c~ LAND 5~,,4~, ,I~~jirr~0°°°~, s i~ ~^ ~A ~~ ~~ I a - - I ~1 .tl 1~9 ~~~ t~ SE ~/4-SW 7/4 447 ~~~ ~ ~ ~ ~ ' 1301,129 -~~ -~ ` I9s.oe I LOT I /3497 447 B - 1'53.21' 1T8 39' _ SEC. 2s WisconsinRspartmentoflndustry, SOIL AND SITE EVALUATION REPORT Latxir arad-i-luman Relations f1:..~..~.... ..i C.~fnh. R Rnil'lirv. ~_~_ Page 1 of 3 ' - III QVVVIV ttllll ILI 11 ~ VV.VJ, •.IJ. /~4~..• vv~v COUNTY but Plan must include n size th 8 1/ t l it l h l St. Croi.:x , . ess + an on paper no an ete s e p comp Attac # PARCEL LD not limited to vertical and horizontal reference ~ t (l~f)ll . ~i_ ti n~ta' % of slope, scale or ` . _ ~"~~ , ; fo nearest ~ t dimensioned, north arrow, and location and ~ ~'~ - , , , ,~ APPLICANT INFORMATION-PLEAS P, NT RMA ,14 R VIEW D BY ATE PROPERTY OWNER: ~ .~~~ ~9g~ V ' ROPERTY L , ~f W N ~ Q~r '~ Paul Heu . 17 ~ (or) OVT. LOT SE 1/4 SW 1/4,S29 T 29 . PROPERTY OWNER':S MAILING ADDRESS ~ gT CR uNN LOT # BLOCK # UBD. NAME OR CS # ~ Lr7T 2 ° 1668 Charles Ave. „'~, co na na na ~ CITY, STATE ZIP CODES ~ ' `~ ~ ^CITY ^VILLAGE ®fOWN NEAREST ROAD St. Paul, MN. 55104 °L, f6 645- Hammond Ct Rd."J" [ ~ New Construction Use [X] Residential / Numbe ms 5 [ ]Addition to existing building [ ]Replacement [ ] Public or commercial describe Code derived daily flow 750 gpd Recommended design loading rate • 5 bed, gpd/ft2 .6 trench, gpd/ft2 Absorption area required 625 bed, ft2 625 trench, ft2 Maximum design loading rate . 5 bed, gpd/ft2 .6 trench, gpd/ft2 Recommended infiltration surface elevations} 103.60 ft (as referred to site plan benchmark) Additional design /site considerations system el . based on contour line of el . 102.60' Parent material pitted glacial drift Flood plain elevation, if applicable na ft S =Suitable for system CONVENTIONAL ^ S CCU MOUND ®S ^ U IN-GROUND PRESSURE ^ S ~l U AT-GRADE ^ S ~l U SYSTEM IN FILL ^ S fc7 U HOLDING TANK ^ S fc7 U U =Unsuitable for s stem SOIL DESCRIPTION REPORT Boring # Ground elev. 102.3~t. Depth to IimiGng factor 26" Boring # 2 '_ Ground elev. 102.8ft. Depth to limiting factor 31" Depth Dominant Color Mottles T t Structure Consistence Bounda Roots GPD/ft Horizon in. Munsell Qu. Sz. Cont. Color ure ex Gr. Sz. Sh. ry Bed Trench 1 -14 10yr3 3 none sil 2msbk mfr cs 2m .5 .6 2 14-26 10yr4/4 none sil 2 sbk mfr gw lm .5 .6 3 6-60 10yr5/4 c2p 7.5yr5/6 sil M na na na np .2 Remarks: 1 -16 10yr3/3 none sil 2msbk mfr 2f .5 .6 2 6-31 10yr4/4 none sil lmsbk mfr gw if .2 .3 3 31-50 10yr5/4 c2p 7.5yr5/6 sil M na na na np ~ .2 Remarks: CST Name:--Please Print Ga L. Steel Phone: 715-246-6200 Address: 1554 200th. Ave. New Richm d WI 54017 Signature: ~ ~ ~~ Date: 11-18-97 CST Number: m02298 PROPERTY OWNER Paui Hueg SOIL DESCRIPTION REPORT Page? of 3 PARCEL I.D. #~1 ~ ' ~Q ~JI~ ^' ~~ Boring # ;.vp}•i:.... 3 Ground elev. 102.6 ft. Depth to limiting factor 30" i H Depth Dominant Color Mottles Texture Structure Consistence Bour>dary Roots GPD/ft or zon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 -12 10yr3/2 none sil 2msbk mfr gw 2f .5 .6 2 12-21 10yr4/4 none sicl 2msbk - mfr gw if .4 .5 3 1-30 10yr4/6 none sl lcsbk mfr gw na .4 .5 4 0-50 10yr5/4 c2p 7.5yr5/6 sil M na na na np .2 Remarks: Boring # Ground elev. ft. Depth to limiting f t or ac Remarks: Boring # \iAii ii:{iiitii: ................. ................... Ground elev. ft. Depth to limiting f to r ac Remarks: Boring # :: ii40i?ii:::4ii: Ground elev. ft. D h ept to limiting f t or ac Remarks: SBD-8330(8. 05/92) STE~.~,'S SQII. SERZIICE Gary L. Steel CSTM2298 Paul xeug MPRSW 3254 SE4SW4 S29-T29N-R17W own .of ammond N 1"=40' BM.= top of mid lot survey stake C el. 100' area of mound to be attached to lot ~o .~ ~~~ 1554 200th Arne. New Richmond, Wt 54017 (715) 246-620Q ~ ~u~ ~ e~ ~C ~_ ~~` ~~, ao~ ~, ~~~w~3 nL r ~ ~o~ G5~`,~~8 k G~ Steel ~ / 11-18-97 ~- f LEGAL ST. CROIX COUNTY, W ISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF HAMMOND COMPUTER NUMBER 018-1065-50-100 Parcel Number 29.29.17.4476 OWNER NAME: First PAUL ANDREW Last HUEG PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment SECTION 29 TOWN 29N RANGE 17W '/<160 '/<40 Line Description Line Description TOTAL ACREAGE 12/3497 LOT1 BLK 01 SEC 29 & SEC 32 T29N R17W 15 02 PT SE SW BEING LOT 1 CSM 16 03 04 12/3497 & PARC COM SW COR; 17 THE1844.71FT;THN32'E 18 ~ f ~p 05 186.24FT; TH N 00' W 130.00 19 v ~1' 1 06 FT TO POB; TH CONT N 00' W 20 ' I 07 50.92FT; TH S 89 E 195.08 21 08 FT; S 01' E 50.92FT; TH W 22 09 196.08FT TO POB (0.229AC) 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit ~ ~ 4~ S 9~ Fr~E~ ~ pUG p 5 199a ~ 1 E ~i~ i0~~~o 1oa ~ S Cro~x~ WI 1~ ~~4~01 ti ~, CERTIFIED SURVEY MAP WILLIAM JR. AND HELLA HUEG ~d~ yN1 Part of the Southeast 1 /4 of the Southwest 1 /4 of Section 29 and the Northeast 1 /4 of the Northwest 1 /4 of Section 32, Township 29 North, Range ] 7 West, Town of Hammond, St. Croix County, Wisconsin. ~05- ALC BEAR/N65 RfF. TOTNE SOUTH A L/NE OF THE SW //4 OF SEC. 29, ~Pi~ AssuMEO N9o•oo'oo"w ~ EAS_T /96.08 3 yy 7~ ~~ 1 ;t ~"/O/ `~ O SHED ` / p NEO _LOT l IRU/NSI ~ `m I ~ ~ ro = 78, 660 SO. FI. OR /. B06 ACRES ~ ~ ~/NCLUO/NG R/W~ N M OR/VEWAY EAST. CRO/X CO. RECORDS \ „V1., ~ ~ ~ 0 ~ 62,872 S0. FT. OR /.563 ACRES W 0~p 60 ~ IEXCLUO/NO R/WJ - :M h-!-- --------- - / o ROAD S£7BACK L/Nf~ ~, a ~~ ~~ Z' J~ OI WI {.- I F-1 QI d'. ~I j SOUTHWEST CORNER ~'~y 6k "" S~'"~ ~ wEL L NousE ~ SOUTH//4 CORNER '~ 5"'"~5y~a9 ~~ o ~ SEC. 29 T29N R/7W SEC. 29, T 29 N, R l7 W ~ a 2, o ~ti / (/ilW COR. SEC. 32J ~ ~ ae• 3~ ti- --.'EAST 26/8.67---- ~ (NO. //~ COR..~EC. 32J ~ ~ ~ 16' a~ SOUTH L INE SW l/4 SECT/ON 29 ' ~- ---1844.7/--- " _ _ '~ _ - -~ ~ - --- -~ `~;~ N88°41'49"W S89'OS'7/°W O 6 6 ---120.80'--- 0 1.TT.6/~ O / NORTN L /NE NW //4 SECT/ON 3L 1 b ~ h ~ ~.~ i a0•y~ '~~ N88°4249"W a `„ S 89°05~ l/ °W ~J ~, n J _--178.39 --- '" C. T. H. _ _ 153.21-- ------ UNPLATTE~D LANDS Dated: October 24, 1997 Owner's Address: 1170 Dodd Road St. Paul, MN 55118 Sca/e in Feet l ~~= 100 O 25 50 100 200 l F~Fnln ~ INDICATES /'~ x 24" IRON P1PE SET ~. (M/N. WT. - 1. !3 LBS./LIN. FT) INDICATES COUNTY SURVEYORS MONUMENT FOUNO `,,,~1t11111tf!/hy, ``~~~.~~~SC O IVS~~.,~~, • LAUR ~ • W M Rf~HY ~ ~ ,1713 y V FALLS, • J~ 9~0. wisc. .•SJQ,,~• ~., LANO ~~. ,'•1,1111••`', Laurence W. Murphy Regist&~~,and Surveyor This instrument drafted by Mark W. Peavey i;liG (1 5 ,9~