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040-1037-50-350
n y g 0 p m 0 N O 0) N O C. a pro w rn co o tz) Na3 v rn 3 p c o , m m u? v D a N (o rn d co N OD 3 CD 9 ! I O� _ z o o o° m n 0 y c c 3 o co Z co o I g <Nm �Q V v m �\ j N CCD W O ILA lei ° 1 3 C fO m °•' fL p f N z o a Z Z l� 0 O I a ° _ oy CD O o r CD N h N 0 O d O O a �f�Dy 3 m z � ((a v � O A 3 5 3 y M =r CD fv CD A 7 a) CL CD Cl) -i co co 00 9 m N m C7 Co Z C) a m O m c +* Cn CD m� a :� •�' Z w CD m a a � I > > m y ¢On D CD - - 0 •o c. ° H • 7 ° O 7 I D1 N O 7 N 7 CD N N� Z C 7 N O _ .�. d OL (� O O y ccl fD a 0 0 - C a gQO �. a c I ° v 0 CD (n 3 . �m=�$ m °c �• R° a)N f W m rn _ I -• � o a o c o rn N (D I co Q � ti a 3 ov O 7 N o v --12) CD °o CD 0 a rL o °p (D Do m H cA O i o f 0 o CL �'' Wisconsin Department of Commerce SOIL EVALUATION REPORT p age I of 2 Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code COY ST. CROIX Attach complete efts plan on paper not less than 81/2 x 11 ' in inrdude, but not limited to: vertical and horizontal reference t �), [ P I.D. 040 1037 - 50 - 300 percent slope, scale or dimensions, north arrow, and location a distance to nearest road. Pitease print all informs on. ,N a V R by Date Personal inWm�ai you PrWds may be used for seconder purposes Law, s. 16.04 (1) (m)). Property owner 777 I PAMELA J. WIRTZ Z F1GE SE 1J SE 1/4 S 8 T 28 N R 19 Property Owner's Mang Address Lot fE Block # Subd Name or CSM#t 13943 Shoreside Court 2 -- CSM Vol. 2873, Pg. 85 City State Zip Code Phone Number pYidage own Nearest Road Savage, MN 1 55378 ) NK Eagle Bluff Drive EINewcoristruction t.)se jq Residers / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement p Pubic or commerds! - Describe: Parent material bedrock Flood Pty elevation if applicable N A - ft. General commen Mound System — 1.00 R. sand fill -- 0.6 loading rate and recommendations: Extra Boring required by County to verify soils within located system area and to verify system contours. Original test dated 02 -24-01. o Boring a p P Ground surface etev. 102.65 R Depth to Wn ftV factor 24 in. Sod Application Rate Horizon Depth Don*wd Color Redox Description Texture Structure Carelstenoe Boundary Roots GPDNF in. Munsel ter. Sz. Corti. Color Gr. Sz. Sh. `001 *0111112 1 0-9 10YR2 /2 -- sit 2mgr mvfr ab 2vf 0.6 0.8 2 9-24 10YR3/4 — sit 2f-mabk mfr cs lvf-co 0.6 0.8 3 24 -25 10YR3/6 flf 1dYR4/6 scl lmsbk mfi — ivf-m 01 0.3 E Bo(kv 0 l [] Pit Ground surface eiev. ft. Depth to lima ft factor in. Rabe Horizon Depth Dominant Color Redox Description Texture Strucb a Cwsidenw Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 " EfW2 `Effluent #t1= BOD > 30 220 rrga. and TSS >30 < 150 mg/L * Effluent 02 = BOD < 30 mg/- and TSS < 30 mg/L CST Name (Please Print) Sig mb" CST Number M Jo Hollister �Ic L % � � 3 b A- 224832 Address Date Evaluation Cor>clucted Telephons Number W9875 690th Avenue, River Falls, WI 54022 09-12-05 (715) 426 - 1775 RoOf Arm � 0! M: log= - FAP AF 'ELR z 4 O O MC Q)Ua I Al !,�NAND�6oR1N� . 4� d�_ �1 i� 5 Off' .7t _ 4� Wisconsin Department of Commerce Count Safety and Building Division PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT Sanitary Permit No: 479468 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: Wirtz, Pamela I Troy, Town of 040- 1037 -50 -300 CST BM Elev: Insp. BM Elev: BM Description: Fes►'` 6 G Section/Town/Range /Map No: ,° 1 e6j >`G sfg [ I 08.28.19.125C TANK INFORMATION i ELEVATION DATA TYPE / MANUFACTURE CAPACITY STATION BS HI FS ELEV. W `Io0 Op Septic (� 61L 2- W O f (Z �D (�.� 1�-Zo Dosing Alt M / r 1 fT CUD 'j o! � Zi o� Aeration Bldg. Se er ( 0 0 Holding St/Ht Inlet MI • 0 3 , St/Ht Outlet , b TANK SET CK INFORMATION 15, tr b TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 2 0 f 10 I Dt Bottom (V S I Z • D o (tr. 3 9 f S& f Dosing �� t t f Header /Man. 5". - 40 Aeration Dist. Pipe �•{� 5 , 31 o ' Holding Bot. System v_ (p. r0 o3 - g' f Final Grade c( PUM /SIPHON INFORMATION X, - L� (x a 1 S. - - ao „ Manufacturer Demand St Cover 2. L2 /' GPM � 2,0 (, 11" oriel Number QN (�- �~ 4.01 _ Q „� •�r ��' i�' DH Lift Friction Los System Head TDH Ft � s i R D Z Forcemain Length l Dia. It Dist. to Well q 13 0 2 ('`l( low W.'D0 _ S IL ABSORPTION SYSTEM E Width Length 1N0. Of- ;renehes PIT DIMENSIONS No. Of Pits Inside Dia. ILiquid Depth IMENSIONS f L SETBACK SYSTEM TO JPIL JBLDG IWELL LAKE /STREAM LEACHING Ma urer: INFORMATION CHAMBER OR Type Of Syste UNIT Mo Number: DISTRIBUTION SYSTEM HeaderiManifold Distribution II x Hole Size / x Hole Spacing Vent to Air Intake I 7� Pipe(s) 1 p 3 �b 3 .1 8 Length 3•0 Dia 2 ' 0 Length z ?. A iaj_ 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 i° No Yes I''j No COMMENTS: (Include code discrepancies persons present, etc.) Inspection #1jf 01, 1 '24PS Inspection #2: / ! * Location: 420 Eagle Bluff Drive Hudson, WI 54016 (SE 1/4 SE 1/4 8 T28N RI 9W) NA Lot Parcel No: 08.28.19.1250 1.) Alt BM Description = 7 - af &Pk qw "l """" q 2.) Bldg sewer length = jo & 1'%—Wj 64- - amount of cover = Zp 3 two. - . 3> 1.It' , Ad Plan revision Required? Ye No Use other side for additiona ormatwn. �� L L Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) .SI&^ t f �c � S . l... IN4a✓ B w� � f Safety and Bmldog8 Division comity 201 W. Watahit�om Ave., P.O. Box 7162 ST. CROIX Vise"sin Nladin, Wl 53707 - 7162 i samitaty P� Member (lo Sled in by Co,) De artment of Coama�neree "LD () 2b6- Sanitary Permit A#pHcati o ` 7 In sword with Coean 83.21, VAL Adm. Cods pal ioffico m provide ay bs creed Eor aowpdary p�uposes P/ivacy Lsw, eiSA4(1 m ... Caf diffxaat eban mouliaY edehea) i L Isfarmatsor —rlase P" AN Isi�tbs J GLE BLUFF DRIVE Pmpcaty Qwnce* Nerve - Z� t Pbtoel # , # 2 Block # I I I 2 X C O , . . i L. WIRTZ CONTRACTOR IS COLEMAN'S HOMES �'� `/ V (� Pavperty Owuds Address Loam- 0 /v - /o PO BOX 25706 SE A SE Y, sccow 8 City, state Zip Code Phone Number b none) ®I� S { WOODBURY MN 1 55125 1 651-336-2191 T 1 f+ R 1 9 - W K Type of swu g (Check as that apply) Il t or2 FamlyDwellmg- NwnberofBcdeooms 4 Brooms per submitted house ptgn 7°OO ` CSM ber (oSb� PabYdCcmoarcial - Daaibe Use - . ❑ state owned - t)arn3e Use ❑ciity ❑Y&P jaro — of T OY 1R. Type at Permilt. (Cha k 9* me sox a foe A. Ca sa Vue B if WpHathle) A ' �I New System 0 Rg6cemest System 0 TWunnoMioldmq Tank Replacamast Only 0 Oaher Moddtcation to Sdmo6 S yslaca r X. C] Pa aRawad 0 Parmh RvAaim 0 Cbmw of ❑ Pa ok TrsosSx m New UK Ptuvias Permit Naraber>tnd Dsae isned Before Expirstim Plmnber Ownar )IV. TYN ofirowrs ❑ Nw - Punudzed h•ceuuoa 11 lAoma> za in. Of Klit" soar Moaea s 24 in. of aerobic soa7 ❑ At k@& ❑ shag* rase sand l5� 11 Coesuumd Wodmad ❑ ❑ Pad aaiher ❑ Aerobic Tieatmwol unit ❑ Recbadoung saga fawr ❑ Media FiNW ❑ LerchMChanhar OeMLIna ❑ rmvel toss ❑ oaber V. a mumest Arai h*ww.tioaa M-L 1 L ILTER A100 ZOELLER PUMP#153 V' Design Flaw (Wd) Daligo S ProPo.ed A ,. 600 .4 0 hx f 600 15D6 1 1500 ✓ 1033.0 VL Task Joffe Cw8twin total Number Maeulbcbw Plefeb 5tael P Glkma Glens ofuuits Concrete (i4as New raxat� 11.b Sepne9rHai6WTpdc 1 1 1250 1 WIESER X Awobic 7rawn" Unk Daakg C h wobw 1 1 1000 1 WIESER X VEL 11tespeadhility 9tateaaae at - I, tie ®ebtrat�ed, sml►ea y iar tastas+atiaa a 11te PEyv� errs shewa as, tM adkhed Plumber's Now (hint) P BovineasPhourNumbor /(, 3 J TODD FEATHERSTONE 242514 715 -381 -1704 0 Plumber's Ad&m (Stae4 City, SteM 4 rCode) P.O. BOX 467 HUDSON WI 54016 PhR. AUGUST 22.2005 VIII. Use 0 s"wq Parma Fee (in j c ` hda Gtuaadwater broad I hif ) 0 oweer Gww lesson 1X- Co"Weaa of ApprevaIVUaasoseJac ` optic tank, effluent filter and dispersal cell must all serviced /maintained t - n as per mane ement Ia ro n vided by plumber. , race A 2. All setback requirements must be mean arced as per applicable code /ordinance A I T ? Amr�e+.yrre�Ctt.tr. c..wFa a.grf n. Zv4r ays lvss Aar ntt2 :lt ta � SBD -6398 (R. 01103)ga/� Safety and Buildings 111111erce.Wl. ov PO BOX 7162 Co g MADISON WI 53707 -7162 TDD #: (608) 264 -8777 isconsin www.w w ww.coe.%M/sb/ govsb, Department of Commerce isconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary August 19, 2005 CUST ID No. 242514 ATTN. POWTS Inspector TODD C FEATHERSTONE ZONING OFFICE FEATHERSTONE EXCAVATING INC ST CROIX COUNTY SPIA PO BOX 467 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/19/2007 Identification Numbers Transaction ID No. 1187246 SITE: Site ID No. 703261 Larry Coleman - Dwelling Please refer to both identification numbers, Towns Valley Rd above, in all correspondence with the agency. Town of Troy, 54022 St Croix County , S4, S8, T28N, R19W Lot: 2 , / A i / ✓�% G �' Lot: 2, Subdivision: Eagle Bluff FOR: Description: New Mound System / 600 gpd Object Type: POWTS Component Manual Regulated Object ID No.: 1034788 Maintenance required; 600 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. P" The following conditions shall be met during construction or installation and prior to occupancy or use: C F .� -6 —� This system is to be constructed and located in accordance with the approved plans and with the ; component manuals listed above. DE . DIV1Sl A copy of the approved plans, specifications and this letter shall be on -site during construction and open to r Y� inspection by authorized representatives of the Department, which may include local inspectors. All permits ( A required by the state or the local municipality shall be obtained prior to commencement of SFC C 5 construction /installation/operation. � RRf ' h In granting this approval the Division of Safety &Buildings reserves the right to require changes or add i ho n s should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. l TODD C FEATHERSTONE Page 2 8/19/2005 Sincerely !� J Fee Required $ 175.00 Fee Received $ 175.00 ?� Balance Due $ 0.00 Peter E Pagel Private Sewage Plan sewer , Integrated Services WSMART code: 7633 (608)266-2989, M - F, 0630 - 1500 Hrs pepagel@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Mound System Maintenance and Operation Specifications Service Provider's Name FEATHERSTONE EXC. INC. Phone 715 - 381 -1704 POWTS Regulator's Name r ST. CROIX CO. Phone 715 - 386 -4680 System Flow and Load Parameters Design Flow Peak 600 gpd Maximum Influent Particle Size 1/8 in i I - Average 4 d Maximum BOD5 220 m Estimated Flow A erag 00 gp /L 9 Septic Tank Capacity 1250 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 ft' Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Freauencv Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn up Detail Finished �•...........•• 0060.0000000.00 Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve .. Distribution .... / .............. Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: COLEMEN HOMES, INC. Page 5 of 12 I r Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01101) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subi to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Se aft Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tan shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assesse least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions a made to retain solids in the tank that may slough off the fitter when removed from its enclosure. If the filter is equipped with an alarm, the flltei shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tan the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the ne) service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank_ The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seed and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and sr compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulct as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L 80150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg1L BOD 30 mg/L. TSS, 10 mg1L FOG, and 11f efu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specific in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flue of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any IV above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in pro operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repair or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and re piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: COLEMEN HOMES, INC, Page 6 of 12 Sep 06 05 01:46p owner 7154264827 p•1 Hollister's Soil Testing Mary Jo Hollister W9875 690 Avenue River Falls, WI 54022 (715) 426 -1775 (715) 426 -4827 Send to: ZtJ� 1AC, From: Mary Jo ST. CRCs x C''tY Attention: aAk QLk u.1 Date: a9 — Ob - 0S Office Location: I Office Location: Fax Number. Phone Number: ❑ Urgent ❑ Reply ASAP 0 Please comment ❑ Please Review ❑ For your information Total pages, including cover. L� Comments: Gun L . - L wad S J' (A •I U) 0 c k p ri o y if l s 0 it" 4z - -� Sep 06 05 01:46p owner 7154264827 p•2 V wismrleirr Departrnent of Commerce SOIL EVALUATION REPORT page _ j_ .r 3 Division at Safety and Buildings 85 Wis. Adm. Code in accordance With Comm ' Parcel I.D. County O� X not less Man 8 112 x 11 Inenes In Giza. Plan Must ST Includ slits d en on paper oqo— �oS'�•- SD- ;SOD ' include. but not Nrtttted to: vertical and horizontal r eference point (6N), udirection arid percent stops, state or d'rrruensions. rwAh arrow. and location and distance to nearest road. Please print all information• Reviewed by Date parsoear Information you provide may be used for secondary Purposes (Privacy law. a. 15.0 . ( 11 (m))• pl rtyOwner Property Location `) J�O1ZN�>Rk1 FE�l E15FJ�1 4&Y66111 tC 114 114 S J? T N R {9 W property Owners FAN" Address Lot N Block 0 Subd. Name or Cshm City Code ❑ City ❑Village Town Neared Road 0 c ) g - T" i WtAS Rn. New Cor>Slrudiun Use ResidentW 1 Number d bedrooms �< < derived design flow rate �� a GPO Replacement 0 Public or commercial - Describe: Parent matellM FS tlt'4Z Flood Main elevation if applicable /V �• R. General a: ; snot.sJD R �rCf°_O Cge*� BE50 aJ,1L 1 and 4� X4`2 o, ❑ swing Q7ief ' 1 bII Fft, -;r Z� Wng N KA pit Ground surface alev. tmjkL= ft. Depth to fnt M lector In. SOLI ion Rafe Horizon Depth Dominant Color Redox Desv"m Texture Struck" Consistence Boundary Roots G PDO in. Munsell Ou. Sz. Cont. Color Gr. SL Sh. •fsRNt 'EM2 tt .si 7- f v 3 A _ ( S - .24 ' 2 0 Boring 4 7.86 � L/ NFi¢d sT Zy B oring * Pit Ground surfece Slay. � . R. Depth to Mrrtitlng factor _ to In. wit Application Rate Horizon Depth Dorrrtnant Color Reulox Description Texture Structure Consistence Boundary Roots GPDIfF in. Munsell Ou. Sz. Cord. Color Gr. Sz. Sh. •EfNlt •EffN2 1 0 -6 tnv� 2 4- r L rrn ab -eD .5 .8 z gr.lb t0 3/3 — L 0.4 3 -23 7 s{ 51 ZmA -� S 3 W1 -eb 0.$ 0 x 3 — s r i C5 0. i. Z S _ y st l rn I nn>�r CS -co 0•S 0'q b 4v-Vb 7 ytcti — Jks d t lL") zit. -co 7 'Em usnt N = BOD � 30 = 220 m & and TSS >30 ^ 150 nV • EttiuerN 92 BOO < 30 tt+tglL and TSS _< 30 mgtL CST Name l Print) i CST Number MAR .10 KO ST ZZ4f3Z Address vsluation Conducted Telephone Nt+nber W 9175 D'�'Au>r. j6K A i oL�. 02- 2-q -01 C� 1s) i6 -1 �^ oq- ob -os"' Sep OF 05 01:46p own4r 7154264827 p.3 LISTZ 60- 037 50 - property Owner - ��I`J Parcel AD# Pegs 'Z of 3 Fz # ❑ Bo ft 92. -71 Pit Ground surface elev. Z0 331,? — n. Depth to limiting factor 30 In. SoN Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPM In. Munsell Qu. Sz. Cunt Color Gr. Sr- Sh. 'Elml 'E91112 1 L ; frxqkr Ct.b -in -✓ �. sit 2-f s b 0 - 3 12 -22- ia•fK -' - t r C5 _ # I-- o. 3 `t Y�3 - sl cut Z rn 0 A a -lo �' * 0 Boring F ❑ Pit Ground surface elev, it Depth to Waling factor in. Sol koplicallon Rate Horizon Depth DwMani Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft In. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'F_U#1 'Ellti2 ❑ soft it ❑ eorlrx� ❑ Pit Ground surface elev. R. Depth to itrniing factor in Sd Rata Horizon Depth Dominant C.dor Redox Deso"on Texture Strud" Consistence Boundary Roots GPM In. Munsell Qu. SL Cont. Color Gr. ft Sh. *M1 •EMV2 EPAuent $1 = BOD, > 30 1220 rnWL and TSS >30 150 ffQ& ' Mont #2 = 800, 1 30 mg1L and TSS –< 30 mgiL 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 - 2648777. ssawat*.deot Sep S 05 01:46p owner 7154264827 p -4 4 i t T - _ £ B p l L !y �wl =IM 9 0 5 1 a�m �T q-TAO DB -z� FJ- 49• y/ - I�g /D� �.�d we • f MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: COLEMEN HOMES, INC. Owner's Name: LARRY COLEMAN Owner's Address: P.O. BOX 25706 WOODBURY, MN 55125 Legal Description: SE114, SE1 /4, S8, T28N, R19W Township: TROY � Ai � F•.r`, � r � "" 7 County: ST. CROIX CO. Subdivision Name: EAGLE BLUFF Lot Number: 2 Block Number: ------ ---- -- Parcel I.D. Number: PENDING Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Soil Test Page 9 Soil Test Page 1 Plot Plan Page 1�;- /YPOWTS Appl ication Z/ Page 1ST OWTS Mgmnt Plan 1 's. z Designer: TODD FEATHERSTON License Number: 242514 Date: 08/12/05 Phone Number: 715 - 381 -1704 Signature :f �s Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.11 (05/01) Page 1 of 12 . 1 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 83 -44 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 600.00 Design Flow (gpd) I "all .00 Contour Line Elevation (ft) trams 24.00 Depth to iml I 0.40 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 100.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/fl?) 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) C Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 9.38 ft /orifice 2.00 Forcemain Diameter (in) 130.00 Forcemain Length (ft) Does the forcemain drain back? Y 1018.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 21.21 Forcemain Drainback (gal) 14.50 Vertical Lift (ft) 62.81 5x Void Volume (gal) 4.68 Friction Loss (ft) 84.02 Minimum Dose Volume (gal) 22.43 Total Dynamic Head (ft) 41.94 System Demand (gpm) Lateral Diam Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 x 1.25 x x 2.00 x x 1.50 x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1250.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) WIESER IManufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 1000.00 Dose Tank Capacity (gal) JZabel J Filter Manufacturer 27.83 Dose Tank Volume (gal /in) JA100 Filter Model Number WIESER I Manufacturer Project: COLEMEN HOMES, INC. Page 2 of 12 Mound Plan View ............. .... T 1/10 B Observation Pipe K O [] A W I B z r L r Mound Component Dimensions Down slope toe extension made. A 6.00 ft E 12.72 in H 1.00 ft K 8.40 ft B 100.00 ft F 9.25 in z 9.00 ft L 116.81 ft D 12.00 in G 0.50 ft J 6.61 ft W 21.61 ft = ,� 600.00 (ft Dispersal Cell Area 1500.00 ( ft) Basal Area Available �� k- 6,00 /ft) Linear Loading Rate 10.00 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 1034.77 (ft) - -► y • H 2 G • I F Dispersal ceif 1033.50 (ft) Lateral 1033.00 (ft)—* — Invert Dispersal Cellry3 ` t Elevation ::' E D 4 1032.00 (ft) Contour Elevation 1.0 %Site Slope Geotextile Fabric Cover Shading Key c T Dispersal Cell See lateral details on 1❑ Topsoil Cap o ° 1.5 ft Page 4 for number, size, H o j""} and spacing of laterals. ® ASTM C33 Sand Z Q Subsoil Cap / F Laterals are equally ®� Tilled Layer = y 0.5 ft Typical Lateral spaced from the 05 0 Aggregate a c 1�1 distribution cell's A _� centerline in the distribution cell (AxB). Project: COLEMEN HOMES, INC. Page 3 of 12 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at ang point. Laterals are identical ri � p S #= Turn -up wlball valve or ,E X FWJ2 I x1231 Laterals & force main of PVC Sch X40 oleanoutplu0 per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.18 ft Lateral Length (P) 49.29 ft Orifices per Lateral 16 Lateral Spacing (S) 3.00 ft Orifice Density 9.38 ft /orifice Lateral Flow Rate 10.49 gpm Manifold Length 3.00 ft System Flow Rate 41.94 gpm Manifold Diameter 2.00 in Total Dynamic Head 22.43 ft Forcemain Velocity 4.28 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and —► _ Comm 16.28 WAC Disconnect 4 in. min. erly Tank component is prop vented <> E— Altemate outlet location Forcemain diameter WIESER Manufacturer 2 in. Cap acityl 1000.00 Gallons Volume 27.83 gal /inch A Weep hole or anti- Dimension Inches Gallo B siphon device A 18.91 526.36 B 2.00 55.66 C P ump off elevation (ft) C 3.02 84.02 1019.00 D 12.00 333.96 D Total 1 35.931 1000.00 IF Dom se tank elevation (ft) 3" Bedding uncler tank. 1018.00 Alarm Manuafacturer ILEVEL Alarm Model Number I LVL1 Pump Manufacturer IZOELLER Pump Model Number 1153 Pump Must Deliver 1 41.94 gpm at 2273 ft TDH Project: COLEMEN HOMES, INC. Page 4 of 12 Pr VIAL DYNAMIC 'ICAO /CAPACITY HLAD CAPACITY CURVE PLR MINUTE EFFLUENT AND DEWATERINC MODEL 152/153 M()DEL 1, 15i 50 - _e —t T �' f5 - - - Ga I. liters '-Gol I Liters 1.") 69 261 i 77 291 12- 440 10 3.1 61 231 1 70 265 15 4.6 53 201 i 5 1 231 44 167 j 52 197 30 -- - -. -- - 25 7.6 1 34 129 I 42 159 30 9.1 1 23 i 87 33 12 115 10 - 7 t 22 85 40 j 12.2 42 4- - =-k 38 .0 ��TO t�, �3 MAN* 20 40 60 80 100 OALLONG T_ LITERS o 80 160 240 320 4 1 3 2713M2- 4 FLOW PER MINUTE ; r T 3 27/32 Timed dosing panels available. s 27(62 • Elecftall aWMDrs, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Dou* piggyback variable Well float swWw are availlable for variable level long and short cycle controls. • Sealed QA•Box available for outdoor installations. See FIV111420. i it • Over 13D F. (54*C.) special quobftn required. --------------- 110153 NOVELS _ 2q9qk 0 sop T Now I vow-ph Kim% Ar" 1 &MPkK 5 1/0 N152 115 1 t4w f 8.5 1 2or3 ON152 _1115 1 i A& 8.6 - Induded -.- 2ar3 E152 Z30 I j�T 42 _1 _ or - DE152 230 1 1 A& hd*d 20r3 N153 __116 1 NW 105 ,-- 1 i 2w3 Wi15_3 115 1 i Aub 103 I et53 BE153 230 1 Auto 53 h*ft 200 1. Single p�gyback variable level 4M swims or double pWyback varb* level Moat switch. Re* to FM04T7. 1A CAUTION 2, See FMD712 for mffect incidel of Eladtal Abrilelor E-Pak 3. VanqW *0 cor" VAM 10-0225 tised as a -AM acti-kir. *Wry tk4*x (3) "Wofry tile rm'! +, A 5 4. or (4) %A sirtm- RESERVE POWERED DFS' For unusual conditions a reserve safety factor is engineered into the design of every ZbeW Pulm. ------_--- MAI T& P.O. BOX law WAUft KY 40295-MY SWTO. 3$QC0F*RVr1RWd Lou KY 40211 -1961 paww Asr hw PL/MP Ili (502) 77"731 1 " MPLW FAX M 77"M 0 Copyright 2001 Zoeller Co. Al rights reserved. 6 MODEL 152.153.max 5 Arg !033.6 AO ., i i < 1 A la I \ 1 1 9 t 3 N r - � ALEMAN. LOT 2 EAGLE BLUFF. max COLEMAN.EAGLE BLUFF.2.max �l �sco� 00 101 NAM ju� � � /1 � Mee I S ' 460ye 6 �at�uD• C' Kuu�D r CA�rtn�- INT � � CDYITT �� Ol►..f�S �- �,�� BORING 11-2C ELEVATION= 1 Al BOR ELE \ ' , 0 ING 2B / C L - DEASAC \ E EVATIO — R 80' 1 I I \ 75 I Co i + \ 1 °� ORINO Wisconsin Department of Commerce SOIL EVALUATION REPORT Page - of 3 Division of Safety and Buildings in accordance with Comm 85, Ms. Adm. Code ' County 5 ?. CR01 X Attach complete site plan on paper not less than 8 1/2 x 11 Inches In size. Plan must include, but not limited to: vertical and horizontal refer Int (BM), direction and Parcel I.D. U 3 SZ`" percent slope, scale or dimensions, north arro d jd ;)lo a nrh - d(stance to nearest road. Please prin Ij't�mation:'f ..' ,' R awed by Dale Personal information you provide may be u eQfoh4ocondary*po (Prlvat:y Law;a. 1 5.0 4 0)(m)). Property Owner _, f: .� opertyLocation C, 1� O Y�M >R1J F�4�1QE15 5� 1/4 S� 1/4 S g T -a N R I� W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 42q r.I TbWSVAt! -'EY 4 �cFx 2 — C SM +gyp, tr City State Zip C e. Phone (,I City ❑ Village Town Nearest Road + 1u�so i 54'DI `' - �t e�J 15 R� New Construction Use [ Residential / Nu eE ofi b Code derived design flow rate 60 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material 151SA Ck Flood Plain elevation if applicable A) :�• _ ft General comments ;2.` MOG, &jD RJE�%WLEO (3) eV, �Q�< and recommendations: r �5ten1 eLEV:tztofJ 131, 7' � �� esT(,�t,�( ►20�' Boring Boring # ❑ Th t s �'►� iN locali}n. Shot -v>t.. , �-� s Q b �►¢DSt,0�2� Pit Ground surface eta . ft. Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF In. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff #1 'Eff#2 0 -9 in C � 2 — st „- - 0 lif-ea .5 .& 2 412 - stl s - eb 1 O.S 04 3 7,5Y 1 4msbK C_ Q O. L%ZfLN Boring # ❑ Boring 2 CdY! 4 rr S T [Z- Pit Ground surface elev. 1031, Z ft. Depth to limiting factor _ y In, Soil Iication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •041 •Eff#2 15 t0 y0, 4 L 2 m r ab z4 -co 0.5 .S 2 6 - 1 b (p 3/3 1 - ra4r Cb 3 -co -1 b .S 0 3 _ 23 y 51 2-m&bK m4fr r -g 3 rn -Ce 0.5 0 1 1 Z3 -3 3 14 s r I Cs m-6 0.7 I. Z 3 V _y 5y sl I✓fnaL I rnJ CS 3m-CO 0 0 •�1 q() -q6 7, M1�y s GI I R t'j 2m -Gt7 0•q O.�o 7 yb - 5 0 Effluent #1 = BOD > 30 220 mgfL and TSS >30 150 mg/L ' Effluent #2 = BOD 5 30 rng/L and TSS < 30 mg/L CST Name (Please Print) Slanature CST Number ffiAIZV J'D 1101.L1 ST t �kL6 ZZ (JS3L Address Da Me Evaluation Conducted Telephone Number W gst75 D Ru>G. 1�E12 A 1_Ls Z ozz.. 02 - 2�1 -ol Cl 1 5) 2b- I 7 1 S Lor Z SA CAE 1$ 1: - A 7 Parcel ID # jJ D1NG- Page 2 of 3 Property Owner E] Boring F C Boring # ft. Depth to limiting factor, in• 0 Pit Ground surface elev. ��. Soil Ilcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Ef�GPD/fFEff#2 In. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. IOyR�2- — L 2m 4 6 .5 0 "8 Stl 74 's iDK g& CS - 0 -s 1 r' r r cs 2- D. 2.. 3 IZ -a�.. If1vt�C3 `. p .y (7 •to - y�3 y < n S c� m . _ -- ❑ Boring Boring # ft. Depth to limiting factor in. ❑ pit Ground surface elev. !__. Soil Application Rate Hotzon Depth D Color Redox Description Texture Structure Consistence Boundary Roots "E ff#1 ominant 'Eff#2 In, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ❑ Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in' Soil tication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots tE GPD/ Eff#2 In. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. Effluent #1 = BOD, > 30:S 220 mg/L and TSS >30 < 150 mg /L " Effluent #2 = 1301), : < 30 mg/L and TSS 130 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. SBD -6330 (RAM) + ' p � _ _ _ ��,,,,�..,�� . • • �� _ � J/��_ _ _ _ _ � _ _ _ _ , r f 8n*2 s pry q� �Ko r y l ELEVATION- 1033.2 _ V k EL Aar t \ t \ BORING B -28 - of —sic E V ATI0149Mt,2 l L\ 75 I .r a 1 isle • - , COLEMAN. LOT. 2. max Id r - SOIL EVALUATION REPORT. fl roe.d sa�apr ane tta n0a a+ a000MM+aa with Cam ata wls. A"- Gads AfaaA as aMa pave pt paper net um own 8 td x I 1 IF"" to so. Fhan ftw vskoa. huttw�Martadaxvataoa► andUo' uooaWnlsisnasP�tBMl.tl�nat�an.no Raioot to aaWdslcr.•sWt•adi"wnsio"s "° r* 's�►ow.ana+oa�e�►.►wwne.�trosa. �aLT11t�{ -. pw" pfw an fr,ro,rnsaon. R a IYnawrteAarnrl�ntiger M" eMr.raNr wooed" p"ftGs Lw,•.tiatf� t�rN+ar - -- Arflart�riscoWo�+ Q : tN Sk 1M S S T .ZY N R I-{ w am siam arc" n►r+� --• r �p+gmss i^ # cj _ C.SM PCc% rr ta An d -- rte. rws . • Pl;en. car ' �rM�nea►ore.e►eees -- �►d..Y..ea.�.�9^M�'�•1• ciVO wrr�camautd+on tnr�i{ l:.rw.naat Q taaaw am+dr • o.ava)« w1 e. fleas Plaler Mee+YtlOn N aPO� P>�M R►aarraN Gattaral aanarM� 2„' mmam oft'"'kin OWAL asoRaw, anaaoortw�.ntl�o�► =, �Sfc*t e+6v1o� 103 t. 7' Q , `rt F1SpiY1' 2 g► 9°"r+g R �p P1, c�nound oche. star. Jfl3L..+� i 11. coo w i g fader -- -f-- -- tn. F1orltan spar pcn�inNft Calar Rados 0W** TasM. St�rctua Ca+shtancs uunfty Rood ,fit •Et!!T mss. 5 :. Cat. fir. SL SK 1 -9 � �. x •.' stt . r - 2 Sit — j t cw • boring �/ID in 4 'vrW sT xB song Pit G.oex►d s+w.11 1�2- it 0@0 to tufty tae5a►_. Soti aw Cot steno omow y Rao% GPQaf Hoei:on 0=fAn" Real= OPSagllon TaKaira � •EO/1 'EAN3 M. C1A1/1aa� CSI/. SL C cow 0. Zrn4b {r - r - -S O S 3 I cs -r .5 Y l 7 • 6 _ 1.30 Ep P r12 = s0D t 30 ffek ww TSS i • t Nt : 000 s 30 -d 220.ndl and T53 1 Sp agll 61.RA� CST ttsrea mama Print) ZZ�tr3Z . Cho Ca steel TNNpbaRa lrunaa► A00100 Cz q$75 Arta. &A COLEMAN. LOT.2. max Peke p - ..s��,1,� tee•.. �,c� paw 10 � _- " -a,1t • ('f�p'ps O �flrweN► �Lt�Boarp�.s�. U�� fade _.a.� --- In. g fit�ls BaMlp S 01711 tilpalld wAscO elw. J�6bir s .e: Roots GpQR! � Taxrrt♦ St�vca+rA CaneW>de'� BoinrdarY '�A7 •�ItRl y y� Ospm O COW RodaK Gr. SL Sk SL co IrL wilffew Qu. Sos. Gdlor . g z _ L mom' t p.5 .t1 sf - a zr tt.3 i -12- t D r rn 3 S .... r tS ' Casaund iui1� aim ---- ----t� in. Salk (tale 1 _J CI �e = Stud" co► eour'a n' MOM" t2u. sz or cord. od y i t Robb COndsllece PM TexNtA • 80111rdarY Dan+iolsnlCcw ` °e!°'°a°r' tt(, y L Sh. HOIiMAI► DWA Q S Cast cow . � Etiwe+M x2 � 80t7 £ 3a mytL anrl S 3Q � • F_1/aatri p1 = BOR 30, ZZO m� and lSS r30 � t5ti mglL t �exvIca proYieier and c►nptal�• tf you Head assistance to WA S$ The Dept of of Canwmce is Aa %*W QPP w�iy t at 693.2W311511 or TTY bfl &264 -� nad acme in ap aitetaatC famat, pkase c 0a-1ct swttwse� 1 COLEMAN. LOT.2. max * WOXsb APPLICATION FOR REVIEW all sass & a ildi Division NOTE: Personai you pr ovide pr ovide may be used for POWTS Bureau of integrated Sei vices secondary purposes PYftcy LOW a. 15.04(1)(m), St For plan status, check our webslte at ft/lwww cbbmnaW state vri u3JB$ 1513- Aiyj2ryiywSbWsSe -CJ—L W Several =sieve have bows delegated main authority to review plans in lieu of Commerce. For a ctrrerlt Not of those counties and ifok delegation chaa our wabsite at hilt:ilwww.commermslaft W u81 1. Project Information - Fill in all known hlfor n ffim. CordMnatlon of anignisiont to a rani~. Projecli5ita None EAGLE BLUFF Transaction to: Location. Number 8 Street of project (if unknown, Indicated nearest 1000) Previous Related Trans. to. 407 EAGLE BLUFF DRIVE Esdnuftd Completion oats: L"m D scripdon: SE 1 /4 SE 114 S8 T28N R1 Assigned Reviewer. Coate ST. CROIX () City () vill ge (XTown of TROY Assigned Oftioe: no to your arrao of areba below: Z After plans are reviewed, p1e89C (chWA all that apply) Glen Bay, Hayward, LaCrosse, Nsdison, Shawano, Waukesha Call customer 1, 2 (drds number)" NOTE: We reserve the right to ve- distributo plans to Requw" Party vA pick up another ofiice If needed to reasonably balance X Mail plans to customer 1. XIAX*dYAJ( turnaround tines. 'Refers W customer number from below 3. Comrplew the foaowhrg designarhrw nedrequesting information. umm the chact boxes when designer, owner or rogues" part k the seals to avoid repeating kdorrantlon. Designer Informadon (Customer 1) Commerce otter Please Specify (Customer 21, Commerce Fb N Last Name Customer Number First Name Last Name Custmrel Number TODD FEATHERSTONE 242514 LARRY COLEMAN Com STONE EXC., INC G�OTEMAN'S HOMES INC. Addrost P.O. BOX 467 PO BOX 25706 C" State Zip*4 Oft ft) City Suite Zp+4 (9rr�{pta) HUDSON WI 54016 WOODBURY IVIN 55125 Number area code) Fax or Internet n wj*, ere Phome Number are code) Fax or Nenst orb r phone '5} 38'� -1704 {715}386-6885 (651) 336 -2191 Chea others It applicable Check others it applicable ( ) o— t ) owner 4. Information and Plan Sutxn t#ai Checklists. POWTS scheduling is not available. Plans will be assigned to a reviewer after receipt of plans. it you select a specille office your estimated completion date may be considerably greater than what would be Possible in another office Submittals received wpout a specific office indicated on the form may be assigned to offices other than the receiving ofFrce depending on reviewer availability. SubmitW checklists Can be found in each applicable component manual. You may email technical coda questions to merte.state.ari.us. Madison Sago Hayaam $no LaCsosata S3BOi. Shawano $d,Bo Curren any 93RD Waukesha SiBD 201 W Wash6tgton Ave 10541 N Ranch Rd - 4003 N l 1340 E Green Bay 2331 San Luis Place 141 NW Barstow St PO Box 7162 Hayward WI 54843 Coulee Rd Shawano tM 54166 Green Bay. VII 54304 4' Floor Madison N 53707 -7162 7154534-4870 LaCrosse Wl 54601- 715.524-9626 924.492 -&601 warukesha V% 53188- 8W266 -3151 Fax: 715. 634 -6160 1831 Fax 715524 -3633 FAX: 920 - 492-5604 3788 .Fax: 608- 267-OM Email: 608-785-9334 Email: Email: Pik 262- 548 -SM TDD 608.284 -8777 Plansdlewedl Fax: 609 - 785-9330 PlanScheduleQ con aereestate wims Fax 262448.8614 Emal PlanSdVxkA $ txsmnrerce.atate.wi.us Email: commerce.state.wt.us Email: PbnSdtedute® commerce.stabe.wi.us PlanSchedule@ commerce.state wb.us cwrrvneroestale.wi.us MAKE CHECKS PAYABLE TO DEPT OF COMMERCE TOTAL AMOUNT DUE s 175.00 Attach check here Review Cody 7633 S80-40677 (R. 1L2004) TM FORM 13 VAUD ONLY FROM 0I M12WS to 011N1P1067 FOR THE MOST CURRENT APPLICATION, CHECK OUR SAE]WE AT www.commeirce.etate.wi,Ws8fSa -Div $JPOWTS W T r N `0 p 00 f 0 p 0 $ oo ? S g g 9 I M1 M NO �p _ M N�VI C Q 3 a pp r 6 S I '$Fi E a E •° a I Jt Z o ii !9 0 •S c p = 8 t o - 1 - 1 o w, g o i l _ V7 � o �SEam ppppy 5 o.-� r _ a tl p O OdOC O 4{ � d QO r a� V E Q cq 4m = ei N u, a s ai ua a I � E 0 g 4 a LL �a m LL, ro m m $ 'Q R �l, g a s t .: CL Ag o V7 9 R 7 Q S 00 • •r CL O O O O � C ac o �p oa o ax_ m ad 3 Z 0. m7 Nt a[ A qq W i l l �+ c r �- c oc c �o g 8� o d r UO m a n Fs Il cz� 88 20 gig -3 s °� •gym � ^ mcA��yf4ci E � m�' g. w� � s�' LL p a tip_ lu gag LO d r A l 08/18/2005 17:10 7153811944 COLEMAN HOMES INC PAGE 01/01 ST CIRoix COUNTY SEP. TIC:. TANIE.MAiN'FDNANCE AGREEMENT :.. ... AND... OWNERSHIP Cl?RTIF7CATj0N FORIv't OwnerBuyer Mailing Address 3iYJ Pro A dress %� ,� _ ..C�c" (Verification required from Planning Department for new construction) City /state &1,7 Parcel Identification Number LGAL DESC>[2IPTION Property Location ._ y V., Sec. . TN_�q ,Town of Subdivision - >r+�_ --- Lot # Certified Survey Map # ' �O,�"� volume Page # r ' Warranty Deed # . Volume a2 Page # -. Spec house C] yes no Lot lines identifiable 0 yes 0 no SYSTE ANCE Improper use and maintenance of your septic system could result in its pre aturc failure to handle wastes. Propermaiutenantx wnsists of pumpigg out the septic tank every three years or sooner, if aeeded by A'licensed m eaa affect tic function.; of the septic tank as a treatment stage is the waste disposal system. Imp . What yO° Put into the system The property owner agrees to submit to St. Croix Zoning Department a certification fora, signed by the owner and by a masterplumbcr, j oumeymaaplumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system rs in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank.is less than 113 full of sludge. Uwe,.tbe undersigned have read the above rcquimments and agree to maintain the Private sewage disposal system with the standards set forth, herein, as net by the Depamaent 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 Of6 r. within, days of the three year expiation date. 30 y( I t - Jc SIG OF APPI,I A DATE 4WER CER�'IFIC A�'ItDN I (we) certify that all statements on this th form are titre to the best of my (our) knowledge. I (we) am (are) the owner(s) of e erty described ebov , by virtue of a warranty deed recorded in Register of Deeds Office. SIGNA OF APPLICANT DATE « « « « «« Any informahon that is mis- ntprescatcd may result in the rani c tart' p emit being revoked by the Zoning Department, «4 « « «« «s Include with this Application: a stumped warranty decd from the Register of Deeds office a copy of the certified survey shag if reference is made in the warranty deed POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 1 of 2 _ FILE INFORMATION SYSTEM SPECIFICATIONS Owner COLEMAN HOMES N Septic Tank Capacity 0 NA Permit a —7 Septic Tank Manufacturer WESER fQ NA DESIGN PARAMETERS Effluent Filter Manufacturer 0 NA Number of Bedrooms 4 0 NA Effluent Filter Model A100 ❑ NA Number of Pubic Facility Emits D NA Pump Tank Capacity 1000 al DNA Estimated flow aaverage) 4 g allday Pump Tank Manufacturer 0 NA WIFRFR Design flow {peak}, {Estimated x 1.5) gal/day Pump Manufacturer ZOELLER ❑ NA Soil Application Rate alld / Pump Model O NA sur4o influent/Effluent Quality Monthly average" Pretreatment Unit W."A Fats, Od & Grease WOW 530 mg /L D Sand /Gravel Filter a Beat Filter Biochemical Oxygen Demand (800 5220 mg /L 0 NA a Mechanical Aeration D Wetland . Total Suspended Solids (TSS) 5150 mg /L Q Disinfection C] Other: Preveated Effluent Quality Monthly average Disperse! Cuts} D NA Nochemical Oxygen Demand (BOD 530 mg /L El fn- Ground (gravity) d (pressurizedl t Total Suspended Solids (TSS) 530 mglLNA 13 At -Grade X7CMound p Fecal Coliform (geometric mean) 510° cfU /100m 0 Drip -Line D Other: Maxvnum Effluent Particle Site Y in die. Q NA x ' +1'4 Other: J1KNA Other: I):(, NA "Values typical for dwrAmW wastewater and septic tank OtOWS. A NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tanks) At least once every: 3 C] months) DNA f� aerial Pump out contents of tanks) When combined sludge and scum equals one - third (Ya) of tank volume ❑ NA fl monthfs) inspect dispersal cell(sl At least once every: 3 years) DNA ❑ month(s) ❑ NA Clean effluent filter At least once every: 1-2 5Pyear(sl Inspect pump, pump controls & alarm At least once every: 0 yearis}(s) DNA yew(s) Flush laterals and pressure test At least once even►: D yearts) ❑ p NA Other. 13 morrthis) MCNA At heist once every: ❑ year(s) Other: di�.NA 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 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 Collis) 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 scram 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 ServlC(ng 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. I A service report shall be provided to the local regulatory authority within 10 days of Completion of any service event. GMW 44/01) r - - 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 call(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when sod conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above a normal highwater levels. When power is restored the excess wastewater wig be discharged to the dispersal call(s) in one large dose, overloading the cents) 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; far 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 fags 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 seeled. • The conceits of all tanks and pits shag be removed and properly disposed of by a Septags 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 falls 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 soft absorption system. The replacement area should be protected from disturbance and compaction and shoudd 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 evaluation to establish a suitable replacement area. Replacement systems must comply with the roles in effect at that time. I7 A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a ho°llddiinng tank may be installed as a last resort to replace the failed POWTS. A eve an m, 6e p Mo and at -grade sod absorption systems may !e reconstructed in place following removal of the biomat at the infittrative surface. Reconstructions of such systems must comply with the rules in effect at that tine. «w SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIUN LETHAL C,ASSES AND/OR INSUFFICIENT OXYGEN. DO NOT EIi1TER A SEPTIC. PUMP Ofi OTIiER TREATMENT TANK UNDER AiiiY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POVVTS MAINTAINER Named Name FEATHERSTON Phone Zm- Phone 715-381- SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name PINKY'S Name ST. CROIX CO. Phone 651- 436 - 5788 e 5 - 3 - This document was drafted in compliance with chapter Comm 83.2212)(b)IM011tif) and 83.5411), (2) & (3), Wisconsin Administrative Code. j Parcel #: 040 - 1037 -50 -300 09/01/2005 04:19 PM PAGE 1 OF 1 Aft. Parcel #: 08.28.19.125C 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O - Current Owner, C - Current Co-owner O - TROY DEVELOPMENT CORP TROY DEVELOPMENT CORP C - SUITE 100 SUITE 100 11806 ABERDEEN ST NE STE 290 BLAINE MN 55449 ._ Districts: SC School SP Special ',Pro perty Address es Primary Type Dist # Description EAGLE BLUFF DR SC 2611 SCH D OF HUDSON , SP 1700 WITC / Legal Description: Acres: 3.010 Plat: 1306 -CSM 15/4124 SEC 08 T28N R19W NE SE &SE SE LOT 2 CSM Block/Condo Bldg: LOT 02 15/4124 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 08- 28N -19W SE Notes: Parcel History: Date Doc # Vol /Page Type 07/05/2001 650277 1674/381 WD 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 11/06/2002 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.010 259,900 0 259,900 NO Totals for 2005: General Property 3.010 259,900 0 259,900 Woodland 0.000 0 0 Totals for 2004: General Property 3.010 259,900 0 259,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 A 2 8 7 3 P 0 8 5 8PJ424CZ1 STATE BAR OF WISCONSIN FORM 2 - 1998 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST CROIX Co.. Wr Document Number RECEIVED FOR RECORD This eed made between Troy Dey Corporati a DD 08/23/2005 09:50Am Minne sota (`orpa'�ation WARRANTY DEED EXEMPT # ___ Grantor, REC FEE: 11.00 and Pamela J. W _ —` _ TRANS FEE: 719.70 — - COPY FEE: — — — -- — — CC FEE: — — PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St.. Croix County, State of Wisconsin: Part of the NE 1/4 of the SE 1/4 and the SE 1/4 of the SE 1/4 of Name _- - Section B. Township 28 North, Range 19 West, Tam of Troy, St. Croix Name and Return Address Pamela J. Wirtz County, Wisconsin described as follows: Lot 2 of Certified Survey 13943 Shoreside Court Map filed July 5, 2001 in Vol. 15, Page 4124, Doc. No. 650276. - Savage, MN 55378 Subject to Declarations of Covenants, Conditions and Restrictions for Eagle Bluff recorded in Vol. 1589, Page 516, as Doc. No. 638946, as appearing in the office of the Register of Deeds for St. Croix _ County, Wisconsin, and such other easements, restrictions and 1037- 50-300 040 reservations of record, or in use, and the "Buyer" obligations 040 Identification Number (PIN) contained in the Purchase Agreement for this lot. Parce This is not homestead property. (is) (is not) Exceptions to warranties: Dated this 3rd day of AUgUSt 200 i (SEAL) (SEAL) * ichard Halu tzok Vi silent Troy Development Corporation (SEAL) (SEAL) * i AUTHENTICATION ACKNOWLEDGMENT Signature(s) Minnesota State of VU000000da, Anoka County. J Personally came before me this 3t'd _ day of August !' authenticated this day of Y c 2005 the above named Richard HaluptzDk, Vice President Troy Development Corporation TITLE: MEMBER STATE BAR OF WISCONSIN - -- tO (If not, me known to be the person who executed the foregoing 1� authorized by §706.06. Wis. Slats.) in strument and acknowledge the same. Q THIS INSTRUMENT WAS DRAFTED BY - �+o1 Troy Development Corporation * David Lamers Notary Public, State of )0*3o m Mi nnesota Charles S . Cook, President My commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not January 31 . 2009 ) necessary.) Names of persons signing in any capacity must be typed or printed below their signature. CAVO F. L 1 WARRANTY DEED STA FORM No. 2 t 1998 SIN �ra' 1MM'n lank Co.. Inc.. � ea, Wis. �� I �>� .� — 32001 a z ° �' w ,��,, ST. CROIX COUNTY 4 zocH " r � ..``m SUP'l!EYOIi'S REC ©RD wwo S P$.,=�c {�-j� pw� CERTIFIED SURVEY MAP ks TAD ° IN"�'9P'e 1/4 OF THE SE 1/4 AND THE SE 1/4 OF THE SE 1/4 OF SECTION 8, T28N, R 19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. LEGEND COUNTY SECTION GORNER MONUMENT, BUILDING SETBACKS: DISTANCES a ALUMINUM CAP, FOUND. ARE SHOWN FROM THE RIGHT -OF -WAY, w 25' FROM SIDE LOT LINES (MAY BE Y�O` 0 2" IRON PIPE, FOUND. _ _ REDUCED TO 10' IF THE DLSTANCE N TO THE NEAREST BUILDING ON THE o� • 1" IRON PIPE, FOUND. ADJOINING LOT IS A MINIMUM OF ~ 3 : 50') , 25' FROM THE REAR LOT W CA — X X EXISTING FENCE. LINES. w i z 0 1" x 24" IRON PIPE WEIGHING 10' WIDE UTILITY EASEMENT. w I-- CO o 1.68#/LINEAR FOOT , SET. w0F' z Ni 1/4 CORNER cn 00 SECTION 8 z J o W o T28N. R 19W & -1- mwNi UNPLA TTED LAND SCALE IN FEET N 88 037126" E NE 1/4 OF _ 346.4 _ THE SE 1/4 0 75 150 300 � � 1 � OWNER & SUBDIVIDER I CHARLES S. COOK, PRESIDENT TROY DEVELOPMENT CORPORATION I 11800 ABERDEEN STREET NE, SUITE 100 q- mod' Z LOT 1 BLAINE, MINNESOTA 55449 ^� ��, m �c 2.985 ACRES M N CN 1. 2 -'� OU TLOT 1 SHALL BE OWNED BY THE EAGLE L 0 T 0 130,040 S.F. t '� BLUFF HOME OWNERS ASSOCIATION OF _ _ TROY AND SHALL BE USED BY T'HE NORTH LINE OF THE SE 1/4 'OF THE SE 1/4 �� 3 w EAGLE BLUFF LOT OWNERS AS A COMMON 3.010 ACRES \ N (0 cD I AREA. THE USE OF OUTLOT 1 SHALL, 131 � 130 S.F. a` ` 'nl N INCLUDE THE CONSTRUCTION OF AN �* o�i o� OPEN AIR GAZEBO OF A SIZE NOT TEMPORARY CUL -DE -SAC •r .r SCI TO EXCEED 35' X 35' A NATURE `'� EASEMENT (TO BE \ o TRAIL AND A WALK PATH. \ AUTOMATICALLY VACATED - ° ° Q l � UPON STREET EXTENTION cn I z I 2. THE FOLLOWING LOTS HAVE 41 \'�` S` 4' I BUILDING SETBACK VARIANCES: LOTS 1 AND 2; FRONT FROM M° p 150' TO 75' AND SIDE FROM 0 '�� S G I 50' TO 25'. OUTLOT 1 ry , �Y '`SS' `�" �. S G O ¢ I FRONT FROM 75 TO 50 ti ,. ( p cL LOT 3 N �. SE 1/4 OF 2.491 ACRES �SOp �� �J� h = O ITHE SE 1/4 108,504 S.F. Q Ili h. i ry 0 " 0 4 0 o z Q.. I 4 02 5 =, w 452 � o v 0 i OUTLOT 1 SS ° � °� O� LQ a 0 — I,�n 5p p 1 �y I 2.331 ACRES PROPOSED ^� t "� w 101,536 S.F STRUCTURE � / � ~ / OI \ / P J � tir PROPOSED NATURE TRAIL & ci Q" k I TO EAGLE BLUFF + (Z - PROPOSED �' _ P_AV 84 8- 24.50' WA ALK PATH 7 / 22_2.95' _ 46 0 x S 8 °37' 2" W 571.05 S 8 0 37' i N 11 448 011 E 1 / / POINT OF ' BEGINNING t ° OUTLOT 1 I "1 l s3 73 i — 12 33 — — SE CORNER - � _EA_GL_E T28N R 19W SECT I PLAT OF EAGLE BL UFF I I I -- — — — — — — — — I — BLUFF �.. THIS INSTRUMENT DRAFTED BY ROSS A. COLLINS. _6�6= ORlVE PAGE 1 OF 4 VOL. 15 PAGE 4124 Oct ; 05 08:12a owner 7154264627 P.1 ;r SO IL EVALUATION REPORT Page _ I _ of 2 Division of Safety and Brdldings in aacdanes with Comm ft Inks. Adm. Code coin ST . cRO>X Attach aompleta site plan on paper not Tess than 8112 x 11 k K ims in size. Flan must include, tort not limited to: w, ftm and hor¢ontad reference point (9K direction and Pamei I.D. 040 - 1037 - 50 - 300 pBntertt sbps, scale ordirrterm ms, n0 t arrow. and bcation and distance to nearest road, Data er Pe " prW aH &dbrnrslllon. BNABd by !'anona6 i ft mo*m yw provlda rosy be reedforeecaidary purpows (PC"W L.aw, s. 15.04 0) Imp. PropeAyt)wner Propeli)rLmefi et (� PAMELA J. WIRTZ Govt. Lot --- SE 114 SE 114 S 8 T 28 N R 14 (or) - W Propoty Owner's Mating Address Lot# Blodt # 1 Subd Nerve or CSW 13943 Shomide Court 2 — CSM VoL 2873, Yg- 85 VHlage + own Nearest Road Savage, MN 55378 1 ( NK Eagle Bluff Drive New Construction UseEl Resider" / Nu ms nber of bedroo 4 Code derived design flow rate Cam ❑ Repbownent ❑ Pubic or canmerdai - Describe: R — Parent rrrs�e d bedrock Flood Plain elevation if apptca a N Genend oxwnsrtte Mound System --1.00 & sand fill -- 0.6 baling rate artd r�ecorraarendetiorls: Extra Boring re qua by County to verify soils within located system area and to vexify syawn contours. Original test dated 02-2401. Boring � # Q t3onng 24 in. ❑ Pit Ground surface etev. 102.65 R. Depth to irrritirg {actor SON Aopo cstjon Rate Morison Drtptll Dorrdeant Redox Daartip8on Tax"Is SinlcWaa C9rtabetarroe 8a+ndery Roob In. Muneel Qu. Sz. COAL War fir. Sz. Sh. EfRit E1i9t2 1 0-9 10YR2/2 — ail 2mgr nwfr ab 2vf-co 0.6 0.8 z 9-24 10YR3/4 -' sil 2f -mabk mfr cs lvf-co 0.6 O.S 3 24.25 10YR316 ftrioylt" scl lmsbk mfi Ivf -m 0.2 0 . 3 ❑ Boring El Baritt9 # [] Pit Ground surface alev. R. depth io ti�9 faces— boil tics Rate Horizon Depth Dominant Redox Description Texture Structure Carsisfence Botsrdery Roots GPD1(t` in. nuns" tau. SL Cont. Cdor (ir. Sz. Sh. 'E01 'Ef182 A - ----- • Eftm t #1 : BQQ > 80 c 720 mg1L and TSS >30 < 160 "V& � t�Iluerrt � " BQD 5 30 mg�L and TSS <_'4 "V& CST Mmm O%ass PrK Signature CST Ntanber M Jo Hollister 224832 Add ess date Evr t n Concluded TeWil (ne Ntanber W9875 690th Avenue, River Falls, W1 54022 09 -12 - 05 (715) 426 - 1775 Oct 24 05 08:12a owner 7154264627 p.2 simc- cam A r , o _ G E f I Q4 3 GL �Ol �3' Jessie Nye Subject: Featherstone -- scarify -- #479468 - -lot #2- -Troy Start: Wed 11/9/2005 9:00 AM End: Wed 11/9/2005 10:00 AM Recurrence: (none) 040 - 1037 -50 -300 08.28.19.125C ? 420 Eagle Bluff Drive avi ro u y , � i Q 6 L -L� I 1 (' 5 � , \ 0 ' ° \ FF . . , � ■ � (ƒ 2 E � ? ( < / o I / § m , 5 g § E ' 0 E Q E � � � § \ ) cr � ■ 2 §#£ t " D . . m % 22 £, 2 E a_ @' o f - § ± R C a ƒ 0 \ \ ' 0 E to Ol ° th �! k \ V T T o E, f o 0 0 . 0 I ) Co (a / ~ _I \ m o § »� _ & ° m . e & CD , J : . m � \ § § § ) ' �- � w \ 2 2 ( -4 CA f } c ■ / § § { \ \ ■ "a $ d ° . E § z 0 F $ $ . co 0 0 . ];$ \}0 EBm / / cc Cl) > 2 b CD W � Q � � \ � / _o CER TIFICA TE ,.••'` °• "s %ti'�••., OF SURVERY 1*'?* RODNV H. for voR cxv e COLEMAN HOMES, INC. e MN ••� w e • s e °,s SURV,o ti h / / w Scale: 1 " = 50' \ 0 Denotes 2" Iron Pipe Found / 00+ Bearings are assumed O i t i N -r- A \ l t t r ❑ Denotes Wood Stake Set \ For Excavation Only / Denotes Surface Drainage r Denotes Proposed Elevation X Denotes Existing Elevation \ 1079 Top of Block Elevation �ry / 1075 Garage floor Elevation / 99.2 Lowest Floor Elevation L OT n N � = Type of Building: A Wood Frame House / l L \ Benchmark. Top of Iron Moe ® SE Comer Lot 2 0 ElevatJon 100.00 (Assumed) / ALL BUILDING DIMENSIONS AND FLOOR ELEVATIONS MUST / BE VERIFIED BY BUILDER. \ a� 98.3 � \ x 96.1 � \ �• / / \ 99.8 / 101.9 %01.9 "J'5 1 \ x98.9 % \ \ 101.4 (garage) / X 103.6 / /O 100. x ; \�` 04.1 / ��»b 102.4 `� P 5.0 105.7 To of Hub A. ) x Elev.- 103.67 96.2 j (9ara / x 0 / 105 p / / o / Proposed < House Lf55.8 x 1 6.4 a 1 \ 97.1 X *` O 101.0 195.2Y ) T LE - - ?8• / B3. Fd. Spike x102.1 100.4 i O x ��� 00 T/ 'N" ', 10 .4 x 100.93 106.5 l�� 0 °j ®98.8 / V, I� (garage) h 1 / � ¢� � Z �• ti / 7.4 � W (1075) � ` � / Hub / �\\ �y`�i 06.1 /O� %C ,o 1 0.94 - 77I4PORARY 106.5If) CUL -DE -SAC i (107.5) r0 �� \ 98.9 x Els M.84 1n EASEMENT / (garage) ?� 0 >. 104.5 .- --- II mot/oolly % G h (.2) / O IV10T0/5� to (To ted upon be outo extenalon\\ 99 7B .� 1 of a reet.) x 99.1 / Proposed . < O' House ?• ?J z T/C / 9'9.82 N / 1r � ?' �, ; HOUSE DETAIL \1 `i,. te a' j (Not to Scale) 6 O / 3 0 � t0 � / TELE 1 I Cy o� '�,/ Lot 2, of CERTIFIED SURVEY MAP x _ _��" per Document Number 850278, 1000 � Town of Troy, St. Croix County, Wisconsin. / 9 C l hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that / MIDWEST am a duly Licensed Land Surveyor under the lows of the State of Wisconsin. and Land Surveyors & Civil Engineers Inc. No certffloation whatsoever is extended to subsequent owners, mortgagees or title insurers, unless this survey has been redoted for this purpose by the surveyor. 710 East River Road Doted t /s 9th day o/ August 2005. Anoka, Mn. 55303 Ph. 763 - 712 -9099 Fax: 763 - 712 -9055 g o Reg/strat/on No. S - 1650 Job No. 05 -302 Book -Page DCF Acad File 05 -302 Rodney H. Halvorson - Wisconsin Reg/atered Land Surveyor ©2005 - Midwest Land Surveyors & C/vll Eng/neers, Inc. - All R/ghts Reserved. Asbufft Dated this day of 20