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020-1450-14-075
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 538899 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: Speer Bast Land & Construction LLC Hudson, Town of 020-1450-14-075 CST BM Elev: Insp. BM Elev: BM Description Section/Town/Range/Map No: / / G'JT &4 22.29.19.2884C TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 1 Z Benchmark t 3. /ZOO Z • `7 162.7 66 Alt. BM 4.2--l 74,5 Aeration Bldg. Sewer ~z . Holding St/Ht Inlet J • p TANK SETBACK INFORMATION St/Ht Outlet TANK TO ,~P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet A4 __70 j Septic Dt Bottom y 56 S~ /2. 7 1 Dosing Header/Man. Aeration Dist. Pipe 'f ` Holding Bot. System 1Z.7 76 /Z•? PUMP/SIPHON INFORMATION Final Grade S• ~1/~ 3 Manufacturer Demand St Cove ~r GPM • z 5 Model N er TD Lift Friction Loss System Head TDH Ft Force Length Di Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width , Length Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 p# E Z SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR TM•. •I/at Type Of System: UNIT Mod u tuber: c~ ~,oK ^ Y" 35 DISTRIBUTION SYSTEM bedc- 21 d-z (a Z, v5 Header/Manifold / Distribution x Hole Size x Hole Spacing Vent to Air ntake Length Dia _ Pipe(sLength) ` Dia Spacing- 47 I 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 A Bed/Trench Edges Topsoil Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 625 Roberts Lane H dz, WI 54016 (NE 1/4 NE 1/4 22 T29N R19W) NA Lot 21 Parcel No: 22.29.19.2884C 1.) Alt BM Description = rt' ~dC" O 2.) Bldg sewer length = 3 o - amount of cover = ' 7/ cl.. d Plan revision Required? E] Yes ~ No Use other side for additional information. 1~1/%1~ _ lL J SBD-6710 (R.3/97) Date Insepcto Signat Cert. No. Nl ~PA nop_x Safety and Buildings Di ' 'on unty / I mil 201 W. Washington Ave., P.O. Bo sin Madison, WI 53707-7162 Sanitary Pa mit Number (to be tpbd in by Co.) of 1 53"?? Sanitary Permit Application State Transaction Number in accordance with a. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental / " k unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are Project Address (if different than railing address) submitted to the Department of Commerce. Personal information you provide may be used for secondary purposes in accordance with the Priv Law, a. 15. 1 m State. Z 5 iQOb ~G +IQ 1_1 11~ 1. Applicadw Information - Please Pdat All h6rmadon 6 4 3 Property Owner's Nam Patoet # r b 26 • /i150 w 1j e- 075 Pro er's Mowing Address Property Location r Govt. Lot- zip Code J Phone Number V4, Saon~2N T2- N; R E o`'f W J EL type of Building (check all that apply) L WC ' or 2 Family Dwelling - Number of Bedrooms J Subdivision Name A _ Block # ❑ Pubtic/Commerciar -Describe Use' /6 o',,_ ❑ City of ❑ State (Owned - Describe Use CSM Number ❑ Village of LJl d -Z cl- own of M. Type of Permit: (Check only one box on tine A. Complete Mae B if applicable) A' New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only El Other Maditication to Exi sting System (explain) B. ❑ Permit Renewal Alit Revision ❑ Change of Plumber ❑ Permit Trander to New List Previous Permit Number and Data Issued Before Expiration Owner ~!✓l`e-L ✓S IV. T e of POWTS stemlCo uent/Devlee: Check all that apply) on-Pressurized ln-Ground ❑ Pressurized Ia-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 is of suitable soil ( w~Q ❑ Hording Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis Tree ent Area I nformadoa: Design Flow (gpd) Design Soil Application Rate(gpdst) DispwW Area Req st) Dispersal Area Pr~ W System Elevabioll 4? S-E 96d VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units New Tanks Existing Tanks w ~ Septic or Holding Tank ,x o~.SS Dosing Clamber JA I VII. Responsibility Statement- I, the unders assume Inky tar installation of the POWTS shown on the atWAW plans. Plumbers Name (Print) Pium MPMAPRS Number $usitmea Phone Number Z etv TIC -a J Plumber's Address (Street, City, State, Zip Code) ;Uppmved an /De parbsent use Only Issuing t Signature Permit Fee Data sstmrd 00 L ,ABOI~o eZ7c~n ~ Reason for Denial d TX. Condit .[A"fiER° - - der for Diexpproval , 1. $eptic tank, effluent fitter and 3 ,dispersa l cell must all be services I maintained ^ 4 as per management plan provided by. plumber. 2. Alt "Jback Tequirements must be maintained systessand sub a to the County only an paper not less than 8 J!2% 11 lacba is due 5 r, ; l ~-c~d- d-a X02.., fP.~N r SBD-6398 (R. 01/07) Valid thnt 01109 P S i Test and System PLOT PLAN PROJECT Sneer Bast Land & Construction DDRESS 655 Hillarv Farm Road Hudson Wi 54016 NE 1/4 $E 1/4S 22 /T 29 R 19 TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 2/7/12 BEDROOM 4 CONVENTIONAL )00( IN-GROUN 'ESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 860 # of chambers 42 BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter BEST Filter ❑BOREHOLE • WELL *H.R.P. SameasBenchmark Roberts Lan SYSTEM ELEVATION 88.0/89.0 4' below grade 365' P.L. Plans Designed Using Conventional Powts Manual Version 2.0 Well is to meet all 132' setbacks required by Drainage easement WDNR 137' 11% Slope 10' <84' B.M.* B-1 90 Vents 148 Property Lir~ 5' 20' B-3 30' 2-3' X 88' Cells with >3' spacing ST 10' Pro 4 Bedroom House Lent >6„ ick4 Standard ver aching Chamber of Co h 20.0 ft2 of Area 2ft^2/pair of end caps 4' Lon34" Grade at System Elevation dL4 PA Wisconsin Department of Commerce SOIL ATI N R County V Page of Division o?Safety and Buildings t~ ~ in acco ante Cbm6 85 Adrry~C e ~,~K+F n9 i Attach complete site plan on paper not less than 1/2 x 1 st include, but not limited to: vertical and horizontal r ren dion and Parcel I.D. 075 percent slope, scale or dimensions, north arrow, a I istance to nearest road. T Please print all information. Revi by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location & i Govt. Lot F- 1/4 S~ 1/4 22 T2 9 N R E (o w Property Oviner's Mailing Address # Block # Subd. Name CSM# aci city State ip Code Phone Number ❑ City ❑ Villa a Town Nearest Road ew Construction Use, Residential I Number of bedrooms Code derived design flow rate i!~C.O GPD ❑ Replacement Public or commercial - Describe: Parent material Flood Plain elevation if applicable General comments and recommendations: System Type C l/12/J System Elevation & 7 -71 I FT] Boring # C] Boring pit Ground surface elev. ~ 7 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2 10_qj fl Bodng ❑ Boring ® # El, pit Ground surface elev. ft. Depth to limiting factory in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff/#27 e-lo / l - 2 .i 152 r< t( Effluent #1 = BOD > 30:5 220 mg1L and TSS >30 1150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 e_loo~ Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017- 715-246-4516 0 Property Owner _ Parcel ID # Page of ® Boring # f❑r~~11 Boring / t_T Pit Ground surface elev. ft. Depth to limiting factor in. Soil -Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0- A C Z c - r 1712- 63aJ .1 Boring # ❑ Boring F-1 ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 r-1 Boring # El ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Akpplication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eif#1 •Eff#2 Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS < 30 mgA. and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. s9D-8330 (RAM) Property Owner _ Parcel ID # Page of ® Boring # Boring a pit Ground surface elev. ~ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 - l/ 5 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 a Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence . Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 • Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/_ ` Effluent #2 = BODS < 30 mg/- and TSS 5 30 nVL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (86/00) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 538899 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)]. -7 Permit Holder's Name: City Village X Township Parcel Tax No: Speer Bast Land & Construction LLC Hudson, Town of 020-1450-14-075 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 22.29.19.2884C TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/Man. Aeration Dist. Pipe Holding Bot. System Final Grade PUMP/SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacirg Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded Mulched Bed/Trench Center Bed/Trench Edges Topsoil El Yes tE No r ID Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 625 Roberts Lane Hudson, WI 54016 (NE 1/4 NE 1/4 22 T29N R1 9W) NA Lot 21 Parcel No: 22.29.19.28840 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = 1 Plan revision Required? Ed Yes 0 No Use other side for additional information. _I SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. ctrrterCB. 1. Sa ty and Building i Count~.y t 201 W. ashington Ave., . Box I62= l ! ison, WI 53707-71anitary Permit Number (to ie filled in by Co.) Imp COI"1 1 ~g 3 212 999 Sari anon State Transaction Number „g... A) in accordance with s conun 193.21(2 > mission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are Project Address (if different ban mailing address) submitted to the Department of Commerce. Personal information you provide be used for secondary h~ purposes in accordance with the Privacy Law, s. 15.04(1 (m), Stats. /a~' 4 - -11 1. Application Information - Please Print All Information Panel # t Property Owner's Name / c., o !9 ~/J~ ~ PropertyLocation ZSS jf G property corer's Mailing Address C. ,S r Govt. Lot Z City, Slate Zip Code tone ers y,,Se :tion 2 _ no\ / C ire le o I ype of Building (check all that apply) Subdivision Name 2 Family Dwelling - Number of Bedrooms t tZ~ PA.". VkW ^+Z Block # l ❑ Public/Commercial - Describe Use f' Lv/ / l ❑ City of - CSM Num / D Village of ❑ State Owned -Describe Use town of. III. Type of Permit: (Cbeck o ly one bolt on line A. Complete line B if applicable) _ New System 11 Replacement System ❑ Treatment/Holding Tani: Replacement Only ❑ Other Modification to Exis+ ing System (explain) A List Previous permit Number 1 nd Date issued B. ❑ Permit Renewal ❑ Permit Revision lJ Change of Plumber 0 Permit Transfer to New r ` Before Expiration Owner 1 IV T of POWTS 5 stem/Com onent/Device: Check all that apply) Non-Pressurized in-Ground El Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. Of suitable soil ~1J5 ❑ pretreatment Device (explain)__ Holding Tani: [I Other Dispersal Component (explain)/ ~uJ r- atio V. Dis ersal/Trea eat Area Information: Dispersal Area Pro {sty System Eler Design Flow (gpd) Design Soil Application Ra gpdsf) Disperrsalal Area Required (sty y 8g• 0 C, C~ L S_ Capacity in 'Total of Manufacturer o o ! VI. Tank Info Gallons Gallons Units New Tanks Existing Tanks 1 I a tg v, rn :2 c7 w Septic or Holding Tank J7S~ ~-C~. Dosing Chamber VII. Responsibility Statement- U the undersigned, assu possibility for installation of the POWTS shown on the attached plans. _ plumber' twe MPRSNumber Business Phone Number Plumber's Name (Print} 7_ ~ Plumber's Address (Street, City, State, Zip de) O.o VIII. Coon /De artment Use Onl Perm/iitrevv Date Issued Issuin ent Signatu e U pproved ~ $ 7 13 12- Q Owner n Reason nisi J ; IX. Conditions of Appppr~o~valiReasons for Disapproval 3\ _ SYSTEMI3WNER J of^ bOf C~~ ` 1. $e* tank, effluettt Mer and disper" cell must all be services / maintainatl as per marlagt ment plan provided by plumber. 2. '.Alse t must be;maintained A P - only an paper not s than a 11A x 11 inches in sine or the system and sub it to the County Le- Adach to comp SBD-6398 (R. 02/09) Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 2/1/12 Owner:Speer Bast Land and Construction LLC Location: NE1 /4 SE1 /4 S22 T29 N,R19W Lot 21 Hudson Estates Hudson System type: In-ground absorbtion system(conventional) Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-5. Maintanance and Contingency Plan 6. Filter Specifications Sh e Signature License num #226900 PLOT PLAN PROJECT Soeer Bast Land & Construction ADDRESS 655 Hillarv Farm Road Hudson Wi 54016 NE 1/4 SE 1/4s 22 /T 29 N/R 19 w TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 2/2/12 BEDROOM 4 CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK 1255 gallons LIFT TANK SIZE DOSE TANK SIZE MOUND SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 860 # of chambers 42 BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H.R.p. Same as Benchmark Roberts Lan SYSTEM ELEVATION 88.0/89.0 4' below grade 365' P.L. Plans Designed Using Well is to meet all Conventional Powts setbacks required by Manual Version 2.0 WDNR B.M.* 148' Property Line 54' 36' 27 , 51 Property Line B-2 34 49' B-1 ro 4 Vents Bedroom House 30' ST 50' B-3 14% Slope 2-84' cells with >3' spacing IN RVent PLOT PLAN PROJECT Sneer Bast Land & Construction ADDRESS 655 Hillarv Farm Road Hudson Wi 54016 NE 1/4 SE 1/4S 22 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 2/2/12 BEDROOM 4 CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK 1255 gallons LIFT TANK SIZE DOSE TANK SIZE MOUND SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 860 # of chambers 42 BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark Roberts Lan SYSTEM ELEVATION 88.0/89.0 4' below grade 365' P.L. Plans Designed Using Well is to meet all Conventional Powts setbacks required by Manual Version 2.0 WDNR B.M.* 148' Property Line 54' 36' Property Line 27' S' B-2 34' 49' Pro 4 B-1 Vents Bedroom House 30 S 50' T B-3 14% Slope 2-84' cells with >3' spacing Vent Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber To be >1' above grade 10.2ft^2 pair of end plates Finish grade elevation Typical Installation 92.0' Vent Grade Vent 3' 4" 3' X=Septicank „ ' 1 „ Long 5' Long Grade at System Elevation 36" Grade at System Elevation Spacing 5' 2-3' X 84' Cells Same on other end Observation tubeNent At end of cell A B 21 chambers per cell System elevations: A-88.0 B-89.0 Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. (tptli,on D' harge into system is not exceed those required as per Comm. 83 tingen y Plan #1. 1 system fails, determine cause of failure, use alternate area and install new tested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715-246-4516 St. Croix County Zoning 715-386-4680 Pumper Tom Mondor 715-246-5148 Shaun Bird #226900 a Z ~ C7 C7 (Tt LLI vi u.. _ to &M b 1 a to I 4i~fo i m ` III . . ArN r N IS. Feb 01 2012 3:04PM TERM SPEERHRST 7153868660 p.12 S i r 9 1 I(21 1 IE& VaL 19 PAGE 4960 KATALE$A' N. ' C J f RE131STER OF DEEDS ` ST. CROIX CO. WI eel RECEIVED FOR RECORD CERT IED SR V R, Y p 9313112005 08"s" CERTSFIED SURVEY HAP LOCATED W PART OF TBE SR1l4 OF THE SW U4, THE NF-1/4 OF THE SW 1/4, REC FEE. 13.00 THE NWi/4 OF TM, SWl/4 AND TI-M SWL/4 OF THE SW 1/4 OF SECTION 22, PC SES; 2 3' 00 T29N. R19W, TO OF HUDSON, ST_ CROIX COUNTY WISCONSIN. ALSO HE 10 LOT 14, OF THE COUNTY PLAT OF HUDSON ESTATES. SURVEYOR: PREPARED FOR: ui DOUGLAS J. zAHLER MIKE GERMAIN TJ' S & N LAND SURVEYING, INC. GRAND PROPERTIES !LC 2920 ENLOE STREET 712 RIVARD STREET NORTH 114 COR.. HUDSON, WI 54016 SOMERSET, W1, SEC-22 z + each Parcel shown on this map is sub}ct to State. S~ Q County and Township Iaws, rules and rugulatlons (t.e.. wetlands, minimum lot size, access to Parcel, eta.) _ w Before purchasing or develo inq any parcel contact the r co ` St_ Cro1x County ZonJng Office and the Town of Hudson for advice. s verse I or y DOUGLAS J.Z ZAMMILE mss, / I 8-2143 DSt1N ~'~T ° Y I ~jT ~ LQT13 ' ,",yr' N89°3r56"E 148.31' / ~.A zoo ♦ `.j, .1(/LOT 21 8M TO%PF 0 'q'q>, 3.72 ACRES `•9 c`i' nel.9oesa Fr.) 's b2TV xl u 5 L B.o. 921A r~ / C I i 1. 7 "I 1g88'44'E `.140 .?1' LAL)lr otk Sa EMPORARY 9Sir€3e44s y ° I' EEmoomw. TO - . N89°30'53 "E 336.94' m WMNOUISHOo ON • ywgw Fpm _ j~ RoAO WrENSlo r to S • 2 `~►j ~('``7In~ LOT 19 N✓f' %{;~5` LOT 20 n r~ s " LOT 22 m i70 8.63 ACRD 6.79 ACRES . \A ® Y {262,289 SG. FT.) L.B.O. 918.8 to I ® 1 1-111.0. W &0 BId TOP OF (YAS,8B6 30. FT.) I Pv G e LP...910.7 ce 3.00 ACRES Lad 0 W+~ (219,045 se. FT.) `.•;,y,`;` ~r'a y S89044'41"W 649.90' cat UNPLATTED LANDS I L.S.O. 916.0 stn r s . -a IMR p S °44' "W 661.04' ON ESTATES LEGEND kit ~J LOTA OpNDR ALUMIN UM COUNTY SE-anoisi AAONUIUENT 49 FOUND 2' OUTSIDE OtAMETER IRON PIPE 0 FOUND 1. OUTSIDE DIAMETER IRON PIPE SOUTH V4 COR. I O SET 1' OUTS OR DIAMETER BY 19' LONG IRON tSEC. nc E2 wltl PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT • . • • . 50" ROADWAY SETBACK ---10* PROPOSED DRIVEWAY SCALE 1'- Zoo' B SOIL BORING DRAFTED 13Y. W.FS ANDERSON mommoomw 0 100 zoo SHEET 1 OF 2 SFMETS REvlsEa IMIW~ °i°'rE lon1io4 Vol 19 Page 4960 Feb 01 2012 3:OOPM TERM SPEERHRST 7153868660 P.1 ST. CAOXX COUNT-It S~['~IC TANS:. . • AGr1~NT AWD Owi1Ct'r$uyet *4 2~t1 . LLG :vEait Ads- fN[~ /l74l? .,L4~3,~ cclr - _0 p Address 'f1 2~ air g v film a €ar ncvr vOUSUMSOLO CityfS ate Paxcei Idmi&a&On Nm btr H2O N;S& /y - o 7T' 'down of X`'-'►rty Locaon 114 Su# vision v~uP ' 'd Lot 7l Crt3Sed Survey M # .9~Q~ Ya3as P9 ; Page # iogGO V 1"' a.69-Lot tBS teaf9 t ppGi: t78! of Ymr sys" i1 ODUld va min 3s! DES 1 $atRztrC: tO b~dls W AStCB Pmpcs , . Put>aL L7OgSi9ZS O LhG'$ Ct+E=V'8,.$t)let.liCOaDd, a Ed • 't You IDatII~C]lRaCt t 'S Can.~filOCt t~ 4f am SCPtt tila as 8 A C' t W,3m' 8 . n ea ~r is §Cas r. ?3_52(11 aid in der IZ St. t ws CSo y Salary: 0 Tlu Pr'ope m" ow. mw agrees to saftrAt to .Clvix Couaty P]Anaing 8t - Certi fnrss= s4acd by th oum and by.a mamaw so► ey dram ph;znT of a' lioea~ed.pusr re ifYsaB 4~t (1) "the on-site astewaser del s . is tn:pst~erc~pCmfmg a :aada's ( after inspeeaa4d pttatQing (af':iecessaty rite septic tank i! anolsom - less thart 1t3; tint of shidp 3/we the eve n ad1he above ip~}t ' Srid a t to zwoft~ the p6wk sewW dispoW sysem with tt~ I herein stdridards set forth,' as seaE by dltc Depmum.ncb OmWiN aid 6D Dgmtumg of ?Oral Reece, Stye of WiwO4dn: C osa.tta iag the . septic syate= bras been atair aed be Compl Oed aid termed 10 the SE.' Cry County Pluartng i Zoning Deers wi 34 days of ft si>t~ year: Uwe eetttfy tgtat l its an tktis orit'art trot adie beat of tnlfouraivieage Vie: emfsste ihr vwner(s) of 'pr*?%ny''dewnlxd&bove by v rtea of a warrsuury eked MC 6tL qr of O€firx. Ulm ATE A . APPL~CAN'I'(S) S OF result at the : peri bebg revolted by the P *.loatng Departowx- ° ***Auy. dop dig " wed may ' ]uc-lar+de i this appikAti a reooa*d wanuq creed $osia $te 1teg es of D Office and a copy of Sts: certified s=-e} strap rei"eaeace- its TOO& in the . ;deed. 3043365 State Bar of Wisconsin Form 3-2003 i .4C13555° QUIT CLAIM DEED 9 I8 1 Document Number Document Name REGISTER CIF DEEDS 0 2/0 Z/ 2-0 12 4-: L 6 PM THIS DEED, made between Citizens State Bank, a Wisconsin banking corporation REC C-EE, :10,00 ("Grantor," whether one or more), TRANS FEE; 143.40 and Speer-Bast Land and Construction, LLC PAGESt I ("Grantee," whether one or more). Grantor quit claims to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix Recording Area County, State of Wisconsin ("Property") (if more space is needed, please attach Name and Return Address addendum): Title One Premier Group, Inc 706 19" St. S. Hudson, WI 54016 A parcel of land located in part of the SE '/4 of the SW 1/4 , the NE 1/4 of the SW '/4 , File # 17428 the NW '/4 of the SW '/4 and the SW 1/4 of the SW '/4 of the SW '/4 of Section 22; 020-1450-14-075 Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin, Parcel Identification Number (PIN) also being Lot 14 of the County Plat of Hudson Estates, described as follows: Lot 21 of Certified Survey Map recorded in the Office of Register of Deeds for St. Croix This Is Not homestead property. County, is on m, on March 31, 2005 in Vol. 19, page 4960 as Doc. No. 791016. (is) (is not) Dated Jft f SEAL (SEAL) *Thomas W. Van Pelt, President (SEAL) (SEAL) * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) authenticated on ) ss. St. Croix COUNTY ) C IE; lk'~~1 ~~.1 f * +~++n+++++eeep, Personally came before me on , TITLE: MEMBER STATE B~ 'Pbl the above-named Thomas W. Van Pelt, Pres dent (If not, 06 %Owl d to i e known to be the person(s) who executed the foregoing authorized by Wis. Stst2 • i st ument a d a0cn ged the same. THIS INSTRUMENT DRAF ED: BY Michael H. Forecki Atto'fey IN y° b ~AA F Notary Pu ic, State of Wisconsin °°~®eu+,,,,+,+►+++`' My Commission (is permanent) (expires: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY NIODIFICATION'S TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. QUIT CLAIM DEED © 2003 STATE BAR OF «'ISCON'SIN FORM NO. 3-2003 Type name below signatures. Feb 01 2012 3:OOPM TERM SPEERBRST 7153868660 p•2 ii7 r q S NOIlOf?Z11.>ifJODiB~'t133dfi }q~: e ~ a i! T f. a~a 1 I t I~Ilil,i.~ti~ I I, I I, !1 I I i c F i I !{t~ I of l I4 I~ ~~IiII III.~t 01 ~ I hI illl, it i~ t : ! !ii',I Et i I i I f a 4 it I ~j I I I Ell ~I l r ~{rqICI ~ 9L ~'~t. LI rr' 1 T ~ I ; it ' L Feb 01 2012 3:01PM TERM SPEERBRST 7153868660 P•4 c ss323Q0vIri#t33a' OUS X13" 1SWVd WZ f & r Fl~natsaoalsviMa3lds p ~ :rt` 1~ gs tl. ' M s ~ i I ;I y4/W L~ _ i i ' Y Eit i~ c I is ~ c r j l 4~ "10~ S i k i I ~~I rah I r• i 1 I I ~ Ir, QI I I I i el s.. 3 a, r k I f 4~ I I RI ~voaTaWoMvaasmaoswuvondnax 'ONiavaa snu ao fu"S"Tz-Xvd Uffs *,a rnmaoam 818DHL WQWUHDMT B Odn08D a8HOON108n0 UHOMDN,a'D06 rasr-esasra aNOaa &fIHO NHOYHfor „atpaag egy,°SO'aro NOH.YNaOtlNl a0aIBaaV 7 c~ iNV aoaa®sNOaesa SON ec anoao aaenoaaa essavne NOO'ONI-dllOatOtIH'MMM,LO9aS9OOd BS7fIB3U9N.G S80 71 G~ p saaoo'rvom w.aoNVnm¢oo aaoa a~avaruav bN H 8a+a+ aND~a aND aaaNa~~aD~ada "n®a" d1 ouo dJ? osam swraunu sNOIS> a NOISORaS6NOO Ssvs x~~d8 aaQZms Q TIY a0 AOWB[IOOV adlaBA OJ.8aNM0/11QL~Y W NOO 9JON .0-,9 .0-,ZS .Z-,9S 4-,g .4-,9 .8-di - >e 1 " ei ~I I E 'i I' II' 4 F $a „ , 4li Z- TS a, .4•,8 ;om b < V/9 G-A SQ M , aaJ.Veal . N , O , aSa6'S Han'Id ' . i ~I , , D e ii i , % „ - 4~ t§ oro.ei as~or asarnuanm rb $ b , - eo b xab a N; _ mo aq.crot tteenw~.aaov aasa.ei ~ bt , t m; bt , . a ~~3 ~Sg o w o L1r ~ rw o~ j y !y W N N O F ~ O z !i N , , „ bB w - .9•,B9 Feb 01 2012 3:01PM TERM SPEERHRST 7153868660 P•5 i s Still dare E ~oSj~~ Control ~ an fo 1-. 2-Far fly DWel ing Construction Sites -of the.WikOhsin Uniform pwe!ling Code, soil erosion According to Cha tern ILHR 20:St 24 control informatic n. needs to lie Included an. the plot plan which is submitted and approved prior tsiidiri9 Permits for 1- St - . 2 fami dwelling units in those jurisdictions where • to the issuance oifb l:provisiuns of the lJrliform Ravelling Code are_errforced. This. Standard the soil erosion c tiro Erosion Control n is provided to assist. in meeting this requirement, Instructions: 1. Complete this pla by filling In requested information, completing the site diagram and marking a isform 'ate boxes ii.the.insideaf tti pproPn 2. In: completing the lte diagram, give consideration to .potential erosion that may occur before, dunng;,and, after grading, Wa r runoff patterns can change significantly as'a site.is reshaped: .3. Submit this plan a the time of-building permit.application. PROJECT LOCATION 3 40= U! AID$% Please indcalm north by puff - lki9 ft erroa, 0 d2 1, OWNER _ CAytl•~aJ BUILDER -B~$ WORKSHEET COMPL ED BY Jfise6t;! 4 - SUV' DATE A*eI SITE DIAGRAM scale. I Inch = feet EROSION CONTROL- PLAN LEGEND: PROPERTY LINE' EXISTING .DRAINAGE. TD TEMPORARY.. DIVERSION FINISHED DRAINAGE _ LIMITS OF . GRADING SILT FENCE r 'IF i--- -~---i STRAW MES GRAVEL VEGETATION SPECIFICATION A7k Z t4 TREE PRESERI/ATION 01 pool U STOCKPILED- SOIL - Feb 01 2012 3:02PM TERM SPEERBRST 7153868660 p•7 tlQQd ' a ndkate managerrrett strategy by checking the appropriate box. H. malnagernent Strategies. u` z ❑ Tem orarystabilizabon of disturbed areas N te. It is recommended that :disturbed areas :and soil piles Jett inacM. for extended nods of time be stabilized by seeding (betanreen pit T :and September 15); or other cover; suchas tarping or mulching pietir anent stablllzatlon: of site by re vegetation or other means as soon as possible (I establishment). • Indicate re-vegetation method: Seed 0 Sod l7 Other anefft re-ve etation: dl" Z pected.date, of palm g • Re -vegetation responsibility of: 9 Builder. a OwnerfBuyer • Is: temporary seeding or mulching planned if site is not seeded by Sept .15 or-sodded by Nov.- 7 S? O. Yes .,0 No extensions, Use f downspout and/or sump pump outlet sump Tip N e:, It Is recom►~rrded that flow from downspouts and smP ppuu P outlets be routed tb: amble areas such as established.sod or pavement . through Plastic dra;lspe. Trap ngalrment during de-watering operations. ite: Sediment-laden discharge vraGer`fram pumping operations should be ponded N behind:a sediment barrier until most of the sediment settles out. Pro rd isposal of budding material waste so that pollutants. and debris are not carried off- to by And. or vwater:. ins Mai tenance of erosion control- practices. • Sediment will be removed from behind sediment fences and barriers before. it maches.a depth that It equal to.` half the height a f the barrier. • Breaks and gaps In sediment fences and barriers will be.repaired imme- draftily. _Decomposing'straw bales will be replaced (typical bale life is three:months).: _ All sediment that moves ofd site due to construction activity will be cleaned up. before. the end of the same workday, . • All sediment that: moves.off-ske due to storm events will be cleaned up before the end of:the. next workday • Access.arim.Wiill be maintained throughout construction. All installed erosion control practices will be maintained until the disturbed areas `they protect are stabilized. . re assistance on . preparation, refer.to the YIsconsin.Uniform Dwelling Cock, the DNR Wfscvnsfn Co+rstructinn Site For, mo Best Mvnagement Horid oak .and LJW-Fxtersion publkation. Erosion tined for Home Bulders_ The iM wAsfn Unfform. rig Cade and the Mconzln.G3m vctbn Site Best Mdroogemer+t Handbwk. are avaikbie.through the State of. Wisconsin meet Sales;, (608) 2166455$ froslon Control far H &ddem (GWQ00.1) can be ordered through Extension Pubricatiom, (608) 262-3346 of the Department of Com , .(608) 267-4405:. x Feb 01 2012 3:02PM TERM SPEERBRST 7153868660 P•6 a L PLAN CHECKLIST ER 5lON CpNTR7 J C eck (✓)'appropdV* boxes below, and complete the sift diagrarn LIN! with necessary information. a: 4 Site Characteristics North.. now, scale,: and slte.boundary Indicate;and name adjacent.' streets ar roadways. C] Locati of existing drainageways; streams, rrvers; lakes. wetlands or wells ( Locati of storm sewer intets Locati of existing and proposed bindings and paved areas. } The di rbed area on the lot. Appro 'make gradient and direction ofi slopes Wore grading operations Appro mate gradient and dlreetion of slopes after grading operations. Overla id runoff (sheet"flow) cor ing onto ft site from. adjaoent areas. Erosion CoriVo Practices soil storage piles. Q Locat of temporary behind a sediment fence, a 10 foot wide Not Soil storage piles should be' placed. veget*dye strip,` or should be covered. with a tarp. or more than: 25 feet from any downslope road or drainageway. Loci of access drive(s).. Not Access drive should have 2 to 3 inch ate stone laid at least 7 feet vvide and .6 inches thick Drives should 'exten from the roadway 50 feet or to the house foundation (whicheverls less). Q Loci ' n of, sediment controls (filter fabric feriae, straw: bale fence or. 3 Q-foot-wide vegeta ' ive strip) that 111 prevent -eroded soil from leaving the site. Q Q WALacati of. sediment barriers around on-site storm sewer inlets. O ❑ Locatic n of diversions. Not- Although not spectticaliy.required by code, It is recommended that concen- trated flow.(drainageviiayyss) be diverted (re-directed) around disturbed areas. Overland runoff (sheet ftow)from adjacent areas greater than :10,000 s% ft. should also.be diverted`-around disturbed areas. . Q Locati of practices that will be applied to control erosion on steep slopes. (greater than. r4ft 12% g de):. Norg Such practices it de maintaining existing ve9etadon, placement of additional sediment fences, diversions, and`re vegetation by sodding or seeding with use `of erosion. control mats. p Q Loci ' n of -practices that will control erosion on areas of concentrated runoffflow...1~(?k Note: Unstabilized drai.nageways dikches, diversions, and Inlets should be protected 'from erosion through use of:such practices as in-channel fabric or straw bale barriers, erosion control rnis% staked sod, and rock. rip-rap. When used; a given in-channel barrier should not receive drainage from more than, two acres of :unpaved area, or one acre of paved area. In-channel practices should not be_ instatled irr perennlal strearru (streams with year, round;ftow~` . © Luca of :other,planned practices not already noted. ~kc: ' (oltAxs B4fc~t~C. , 1311 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 4 Division of Gaiety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Grand Properties, LP Govt. Lot NE 1/4 SE 1/4 - 2 T 29 NR 19 W Property Owner's Mailing Address Lot # Block # Subd. Name CSM# / ~L) 712 Rivard Streeet, Suite 300 21 udson Estates City State Zip Code Phone Number J City Village je Town Nearest Road Somerset WI 54025 715-247=5900 Hudson Roberts Lane e New Construction Use: je Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD _I Replacement Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable NA General comments and recommendations: Area is suitable for a conventional system with a 0.7 sgft rating. Po l e ystem a ev 1 is (high trench) 91.50' (low trench) 90.0'. Slope i 40/0. ❑ Boring # Boring i Pit Ground Surface elev. 96.74 ft. Dept 100+ oil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0-7 1Oyr3/1 none sl 2mgr mfr as 1f .6 .8 4 6 2 7-16 1Oyr4/4 none scl 2fsbk mfr gvv 3 16-24 7.5yr4/4 none Is 1csbk mvfr cs .7 1.6 4 24-66 1Oyr5/4 none grms Osg ml cs .7 1.6 5 66-100 1Oyr6/4 none ms Osg ml .7 1.6 ❑ Boring # Boring Pit Ground Surface elev. 94.94 ft. Depth to limiting factor 101+ in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz 'Eff#1 *Eff#2 1 0-7 1Oy13/~ none sil 2mgr mfr as 1f .6 .8 2 7-15 1Oyr4/4 none sil 2msbk mfr 9w .6 .8 c2d 7.5yr6/8 3 15-26 2.5y4/4 I0yr6/2 sic[ 2msbk mfr gvv .4 .6 4 26-71 1Oyr5/4 none grms Deg ml cs .7 1.6 5 71-101 10yr6/4 none ms Deg ml .7 1.6 2' rule applies for redox features in horizon 3 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 rrrg/L * Effluent #2 = BOD L30 mg/L and TSS <,0 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt ~ 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, Wl 54017 11/5/04 715-247-2941 Property Owner Grand Properties, LP Parcel ID # Page 2 of 4 31 Bering # Boring Pit Ground Surface elev. 92.44 ft. Depth to limiting factor 99+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 *Eff#2 1 0-8 10yr3/2 none I 2mgr mfr as 1f .6 .8 2 8-16 10yr4/4 m2d 10yr6/8 grsl 2msbk mfr gw 1f .6 1.0 IOyr6/2 3 16-28 10yr4/6 none Is 1 msbk mfr cw .7 1.6 4 28-52 10yr5/4 none grcos Osg ml cs .7 1.6 5 52-99 10yr6/4 none ms Osg ml .7 1.6 1 j 2' rule applies for redox features in horizon 2 ❑ Boring # Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 ❑ Boring # I Pit Boring Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. i Conducted by: Conducted For: Schmitt Soil and Site Evaluations Name: Grand Properties 712 Rivard Street Thomas J. Schmitt, CST 227429 Address: Somerset W1. 54025 1595 72nd St. City, State, Zip: New Richmond, Wl. 54017 Hudson Estates Phone: 715-247-2941 Subd.Name: Lot No.: 21 Legal Deception- NE1/4 SEl/4 S22 T29N R19W Township of Hudson Bench Mark El. 100.00' top of 2" pvc pipe Alternate Bench Mark EL 94.04' top of 2" pvc pipe Slope= 14% Scale 1" = 40' P~ ~,b 9 Pl e All PO j (0 - tai ~r~ • • I I: • 7'911016 c_ ~ 4? VOL 19 PAGE 4960 REGI TS ER OF DEEDS- ST. CROIX CO., WI RECEIVED FOR RECORD CERTIFIED SURVEt-M Ap 03/3112005 03:15PH CERTIFIED SURVEY MAP LOCATED IN PART OF THE SE1/4 OF THE SWI/4, THE NE1/4 OF THE SWI/4, REP FEE: 13.00 COPY FEE: AGES: 2 3.00 THE NW1/4 OF THE SWI/4 AND THE SWIA OF THE SWI/4 OF SECTION 22, P T29N, R 19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN. ALSO BEING LOT 14, OF THE COUNTY PLAT OF HUDSON ESTATES. ° 0 "K SURVEYOR: PREPARED FOR: C3 z m DOUGLAS J. ZAHLER MIKE GERMAIN z S & N LAND SURVEYING, INC. GRAND PROPERTIES LLC w ° 0 2920 ENLOE STREET ¢ w 712 RIVARD STREET NORTH 1/4 COR. W F j HUDSON, WI 54016 SOMERSET, WI. SEC. 22 er =1 in wm0En y Cr N w Each Parcel shown on this map is subject to State, z Cr ZO o County and Township laws, rules and regulations (i.e., °C w U o wetlands, minimum lot size, access to parcel, etc.) c = Cn c Before purchasing or developing any parcel contact the m m N _ St. Croix County Zoning Office and the Town of Hudson for advice. J~ Of Wises i °f Oy I o~ o LOT 15 I DOUQLA3 1 V-3 . y V ^O .tG I R 5-21 4 s I HUDSON ~n9€ fxs-- I `.Gd W I L•QT- D N89°37'S6"E I LOT 16 = oroF a~T 148.31' ZI ~~LOT 21 s BM TOFF ® Q, i I, P.=924.0 c° ♦I ~ y 3.72 ACRES ' U ' • . (161,908 SO. FT.) 90,E LOT 17 G , • . • • L.6.0. 921.5 tG ~8a / 2I i4sv. ~S?s~F ' 3 1. v~/off S85"39.44" 340.,3• m' m lb'' • _ S' =~4 / LOT 18 m Ii9' \ TEMPORARY 39'44"E 38443 N `9~,,_,.,'~p ~1 I 4 -SAC ECUUSL- ENT. 70 BE • • • • • • ' • . • • . • • ~8 t N89°30'53"E 336.94' ,►d ~r~ EXTINGUISHED UPON b T"•Z.9 d ROAD EXTENSION y/R^ • $ • ~9 /G I1~7 I N ff y z so W LOT 19 LOT 20 ° Lis v* LOT 22 m ^ ® `ay 5.79 ACRES L.B.O. 918.8 5.63 ACRES I(= l•~\ m (252.286 SO. FT.) (245.385 SO. FT.) IZ 1 \ L.B.O. 916.0 BM TOP OF I"z1 -w I.P.=910.7 a° 5.00 ACRES E3 I Lab (218,045 SO. FT.) yg{-"~ • `e L37 S89044'41"W 649.90' 1> Ca UNPLATTED LANDS I G d Q I Z L.B.0.916.0 m 1.. I L41 322.24' 142 U-3 358.80' LII A9°44' 1"W 681.04' _HUDSON ESTATES LEGEND LOT4- LOT3 FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT I FOUND 2" OUTSIDE DIAMETER IRON PIPE FOUND 1- OUTSIDE DIAMETER IRON PIPE SOUTH 1/4 COR. ' O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON SEC. 22 (POUND PK NAIL) PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT • • . • • • • • . 50' ROADWAY SETBACK PROPOSED DRIVEWAY ' SCALE: 1`a 200' ® SOIL BORING DRAFTED BY: WES ANDERSON 5 DATE: 10/11/04 0 100 200 SHEET 1 OF 2 SHEETS REVISED: 1M/05 Vol 19 Page 4960 PROPERTY OWNER: SOIL AND SITE EVALUATION 12x15 nd Properties LP ~Page of PARCEL I.D.# 'tom Schmitt REPORT MEMO Discontinuous silt inclusions were observed in 131 with redox features. The redox features in the silt are present because the smaller particle size of silt holds onto the water stronger than the surrounding sand, it even has a stronger hold than the force of gravity trying to pull the water down. The water that flows into the silt inclusion will not seep out until the silt inclusion is completely saturated and cannot hold any more, then the force of gravity can start to make the excess water start to flow. This is why redox features (mottles) are present in the inclusion. The outwash sand that the silt inclusion is deposited into showed no signs of seasonal saturation or high groundwater. INSTALLERS" When a ilt inclusio (silt ball) is encountered, the chambers that are installed in the silt should not be counted. More chambers shout a added to the end of the trench in sand to make up for the lower gpd/sgft rate of the silt. This way the 0.7gpd/sqft rate of the sand can be used and the system is only enlarged as needed. (tom ~ ~ ~S s ~ t V 1'tn4 &4,Z- IS ~ -e-.mac,. cko. "-Ler--'~ L I~ ~ l ~s-r~s C 4LA-psb-J k PROPERTY OWNER: Grand Properties, LP SOIL AND SITE EVALUATION 1311 Page 2 of 4 PARCEL I.D.#P 6 ' 7d / ILA,, Tom Schmitt REPORT MEMO Discontinuous silt inclusions were observed in B2 & B3 with redox features. The redox features in the silt are present because the smaller particle size of silt holds onto the water stronger than the surrounding sand, it even has a stronger hold than the force of gravity trying to pull the water down. The water that flows into the silt will not seep out until the silt inclusion is completely saturated and cannot hold any more, then the force of gravity can make the excess water flow. This is why redox features (mottles) are present in the inclusion. The outwash sand that the inclusion is deposited into showed no signs of seasonal saturation or high groundwater. "INSTALLERS" When a silt inclusion (silt ball) is encountered, the chambers that are installed in the silt should not be counted. More chambers should be added to the end of the trench in sand to make up for the lower gpd/sgft rate of the silt. This way the 0.7 gpd/sqft rate of the sand can be used and the system is only enlarged as needed.