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HomeMy WebLinkAbout032-1009-60-050 0(A 0 2 n c \ \� \ \\ ` . ki U) n,,l< o = e o W* . e\ k J CI i §/\ 2 \ k \ \ \ / \ / o » 2 i \ cc q / \ o j \ / a 7 7 E £ §\% o§ 7 k CD A \ ° ? e z » E R = » E » > = s s . � \ \ E \ / ) \ � � m C \ 2 % § - .. T \ 0 3 0 \ r ! / / / j j j \ \ \ ( J 3 / a \ ; 0 § \n / » ` to E � f � � > > R g { / \ \ �, i = \ � } \ © / § \ k Z \ ` \ R z E o . y ¥ ƒ 3 ) $ 7 o \ @ G $ z 3 » £ CA) 2 \ / . > \ § E � ; ; : \ , \ � , \ 2 � » % , \ y � ƒ � \ / \ / 0 \ � \ ® \ / { ' o a \ w 4 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code 1 County 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 reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please prin[W ' =O - A �V $ii c i-y – -.. Reviewed by Date Personal information you provide may be usdd for secon Lewis. 15.04 (1) (m)). P Owner r ,,, r)-, Ct,- g Property Location 6 t.004 Govt. Lot 1/4 . /4 S� T 3 / N R E ( ) W Property Owners Mailing Address Lot # I Block # Subd. me or CSM# City Stat E C ❑ City El Village Town Nearest Road $jjNew Construction Use: Residential / Number of bedrooms Code derived design flow rate �0 GPD ❑ Replacement Public or commercial - Describe: Parent mated I Y Flood Plain elevation if applicable 4 ',L, - ft. General comments � n /0 7' and recommendations: � � Boring # ❑ Boring I0 S *i t Ground surface elevl -� — 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 - �� Boring # Boring I 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 0 - / Z- , 311- rh r 6 I 4 Z- Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mo ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) tore CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducte Telephone Number 1008 192nd Ave, New Richmond, WI 54017 6--j�- 715 - 246 -4516 1 T Property Owner _ Parcel ID # Page of Boring # ❑ Boring pit Ground surface elev. t �ft. Depth to limiting facto in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 - Id 3 1� `' It o z j S rn 1 F -1 Boring # E) E] ❑ 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 I •Eff#2 E Boring # ❑ Boring ❑ 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 Effluent #1 = BOD. > 30 < 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BOD < 30 mg/- 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. SBD•9330 (8.6/00) Soil Test Plot Plan Project Name Rueben Martin Shau ird Address 788A Upper 190th St. Dresser Wi 54009 6U4 #226900 Lot Subdivision ------- Date 6/30/04 N W 1/4 S W 1/4S 4 T N /R W Township N.Somerset Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe System Elevation 97.4' *HRPSame as Benchmark Alternate Benchmark Top of 1/2" Pipe C 99.9' Scale is 1" = 40' Alt. unless otherwise B.M. noted 10 B.M. 20' -2 50' 14% Slope 40' 40th St. B -3 0 ' B -1 7 ' 93' 95' 150' 200' Property Line Wisconsin Department of commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County + Attach complete site plan on paper not less than 8 1/2 x 11 inches B n sizzeea on a must Parcel I.D. include, but not limited to: vertical and horizontal reference po ( ) percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed by Date Please grin C °°°' ,de may be us for ¢ I in, Law s. 15.04 (1) (m)). P persons, mformadon you Pro`s ProQerty Location r ' N R E( ONrt1e ��'�`' JUL 0 6 2004 / Govt. Lot 1 /4 /4 S T )W Lot # Block # Subd. or CSM# Property Owner's Mailing Add /I I , ; O City ❑ Village Town Nearest Road State , city Sa w rate ff jJ GPD New Construction Use: Residential / Number of bedrooms Code derived design flo ❑Replacement Public or commercial - Describe: Flood Plain elevation if applicable Parent material / General comments menti � 07 4.6 and recommendations: l Rate �ft- +ri, licati Boring Boring # elev ' Depth to limiting factor Soil on surface �1 i Grounds �—�- GPD/ft? a Redox Description Texture Structure Consistence Boundary Roots •Eff#1 •Efff#2 Horizon Depth Dominant Color Gr. Sz. Sh. in. Munsetl Qu. Sz. Cont. Cdor J cv Boring Boring # Ground surface elev. ft. Depth to limiting factor Soil lication Rate Pit Roots GPD(fF H Depth Dominant Color Redox Description Texture Structure Consistence Boundary `Eff#1 •Eff#2 Gr. Sz. Sh. + �i in. Munsell Qu. Sz. Cont. Color _ T (� Z. - �— Z Zs i • Effluent #1 = BOD > 30 <_ 220 rr>g/L and TSS >30 < 150 • Effluent #2 = Boo <_ 30 � and TSS < 30 mg/L re CST Number 5Address (Please Print) 226900 Plumbing, Inc. Shaun Bird Telephone Number Date Evaluation Conducte 715- 246 -4516 192nd Ave, New Richmond, WI 54017 4 Property Owner _ Parcel ID # Page of © Ong # ❑ Boring J�, Pit Ground surface elev. �ft. Depth to limiting factor , in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDM In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Ef #2 ) )d � 31� `' /1 z -SL/ F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 I •Eff#2 i ❑ Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Solt Application Rate . Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 < < Effluent #1 - BOD > 30 < 220 ntglL and TSS >30 < 150 mglL ' Effluent #2 - BOD _ 30 mg/l. and TSS _ 30 mgll. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SOD-9330 (R.6(00) • Soil Test Plot Plan Project Name Rueben Martin Shau ird Address 788A Upper 190th St. Dresser Wi 54009 CSUA #226900 Lot Subdivision -- --- -- Date 6/30/04 N W 1/4 S W 1 /4S 4 T N /R W Township N.Somerset Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1 /2" pipe System Elevation 9 7 . 4 ' 11 HRPSameasBenchmark Alternate Benchmark Top of 1/2" Pipe @ 99.9' Scale is 1" = 40' Alt. unless otherwise M. noted 10 B.M. 20' -2 50' 14% Slope 40' 40th St. B -3 0 ' B -1 7' 93' 95' 150' 200' Property Line s G 3 0 o 0) fD t I � U) T m z o cn °� c " r 00 < N c j N. ICI j Q_ 'n N V 7 O n CD Un co ° S a co c m CL f, t m .. 0) ul ! o o 3 lei 0 CD VI m ca O O O o O v g < C 3 C CD 0 o D D D O m C CD N• CD co) cn ref x f o A O IA Z-i A w � Z { ¢ W CD A c , "'N I a m b p O b CL Parcel #: 032 - 1009 -60 -050 07/03/2006 05:08 PM PAGE 1 OF 1 Alt. Parcel M 4.31.19.58A -20 032 - TOWN OF SOMERSET Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/31/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner THOMAS C & DEBORAH M MARTIN O - MARTIN, THOMAS C & DEBORAH M 788A 190TH ST DRESSER WI 54009 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description ' 2233 40TH ST SC 4165 SCH D OF OSCEOLA SP 1700 WITC Legal Description: Acres: 3.220 Plat: 5042 -CSM 20 -5042 032/05 SEC 4 T31 R1 9W PT NW SW COM SW COR SEC Block/Condo Bldg: LOT 01 4; TH NO3' E 1980.83 FT TO POB; TH NO3' E 277.35 FT; TH S89' E 497.97 FT; TH Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) S00' E 276.80 FT; TH N89' W 515.73 FT TO 04-31N-19W NW SW POB NKA CSM 20 -5042 LOT 1 Notes: Parcel History: Date Doc # Vol /Page Type 10/31/2005 810750 2918/487 WD 04/20/1998 577591 1316/436 WD 2006 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 02127/2006 Description Class Acres Land Improve Total State Reason Totals for 2006: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 1; E3032 1 4 VOL 20 PAGE 5042 KATHLEEA H. NALSW " n REGISTER OF DEEDS RECEI VED RECORD 08/12/2005 09:30AN APR CERTIFIED SURVEY MAP o 4 '�Y1! REC FEE : 13.00 2 J ""w COPY FEE- 3.00 ow� PAG ES: 2 Ll SOU 1/OR'S R�RD o UNPLATTED_LANDS c -- R/C_H_T c' W.qY '- '- NO34020 F ?dsF /. 11 =- fwsr L /NE OF I&F S!t? /4 40TH cJ� "40'20 "E NO 40 20 E 7980, 83' w 277. o r EN7FRL /i4E w NO3 40 20 - E NO3 - 40 - 20 O IX R/G.HT Or- WAY m m Ox ' t m 'p = � m • � Soo Z cb Z 3c+ �r ° vo o N � ._ C7 cn cO N n��v � C � c�O 4Ln o 0 c" rn� h N i� J Z w P n onvo 0 T O f. I It' ➢ fV V J m J w co fT1 iC o w a i-a Ln r*m I-I D v IZ ry v v D rn \- ul r *7 r O ? s0 1� O ai N In cz ir- C3 0 c O w ru cr f N W O O H f7 r , �� a m � g r:. 10 - v m .p.J Do �y N N v O j w �D m P c p co p -i 72• E O N + 3 It a CT 44 V« T vV O C O .�« co 0 73 ;; �t a � 3 O (n c ( SOO "E 276.80' o m �_; ,„ a UNPLATTED LANDS 0%'' � 4 CL 3 " x -D ;� a o cn I � E aI 0? :.� s N c a JAN - m p C3 = m m � •� (n i•��^�L'� O ° En NpvOi _. m. z � Q. �o ;v rn m vom z ° o n 1- m, --**1� CL p n 7 O A in f*1 M o n jx nc7 - mpfn m :I ' Z 3 m m ' O N J A O J O U c, O x O J (n J o r �- � ohm II rTi c _ � O N r« CD n m <b R f m o m Vol 20 Page 5042 f Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 487997 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: S . Personal informationLyou proypde may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. = D 'V / Permit Holder's Name: City Village X Township ftcel Tax No: Martin, Tom Somerset, Town of 6 3�I, i O O of �0 O O CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: t3'D . CD • a C ST Q ►-• - t Sc v w K +Ve_,Z 04.31.19. TANK INFORMATION ELEVATION DATA 58 A d TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark I D D O r Dosing Q Alt. BM , Aeration Bidg. Sewer Holding Sum Inlet St/Ht Outlet TANK ETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 2S , f � � � Dt$�T" OC ��ZD 83•x, Dosing t` t ` u Header/Ma . S• "1 `13• / p / Aeration Dist. Pipe 0 / 3•/s Holding Bot. System (p• f0 92 • 0 / Final Grade Pug P /SIPHON INFORMATION 11-P , I (2� ` Cjj 0-ex Manufacturer // Demand St Cover GPM 4N je- a;l Model Number / 3 _ �� `5 .� o� DH Lift Friction l � System Head TDH Ft 9 (p ' 9 ® •2S' Z(o� Forcemain Length 1 1 56. q J bist.towell , r ti SOIL ABSORPTION SYSTEM ENC idth , Length [ No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. squid Depth DIM S O S I SETBACK SYSTEM TO P/L [BLDG IWELL LAKE /STREAM LEACHI M ufacturer: INFORMATION Type Of System: , CHAMBER O YP � ` ti UNIT umber: -�ca /1 � J el DISTRIBUTION SYSTEM co Header /Manifold Distribution y x Hole Siize If I Spacing I Vent to Air Intake Length_ Dia ` Length 3� / Dia�� Spacing `� / SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of x xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil np Yes ] No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Ins ec tion #1: / �r 3� rO Inspection #2: � - '` -- t ~o� Location: 2233 40th Street Somerset, WI 54025 (NW 114 SW 114 4 T31 R19W) NA Lot � � Parcel No: 04.31.19. 1.) Alt BM Description = �9Q• 4�'�'� I 2.) Bldg sewer length amount of cover 3)S� Z Plan revision Required? Yes No / Use other side for additional information. — – Date Insepctor s Signature Cert. No. SBD -6710 (R.3/97) and Buildings Division County St. Croix 20 W. asCn isconsin Ma 'i Sanitary P Number (to be filled in by Co.) / Department of Commerce 7 ? 7 6 g Sanitary Permit Appli i � 19 I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal into tion provide may be used for secondary purposes Privacy Law, s 15. (1)( ®j�. CROIX COUNTY ZONING OFFICE roject Address (if different than mailing address) I. Application Information — Please Print All Information �/n a Property Owner's Name / Parcel # Lot # Block # Tom Martin f I 1 tX i A Property Owner's Mailing Address Property Loc tion 788A Upper (190'" St) NW /4, SW %4, Section 4 City, State Zip Code Phone Number Dresser, WI 54009 715- 294 -4863 p, T 31 N; R 19 W II. Type of Building (check all that apply) tlr aa�, k6LyW__ X 1 or 2 Family Dwelling — Number of Bedrooms _3 Quo,,.,`, /t)o 1pe4PA_ S "�':, isien- Ar:mre� CSM Number ❑ Public /Commercial — Describe Use 13d3z/ 4 Vol- Zd PM 5d� PF ❑ State Owned — Describe Use ❑City_ ❑Village X Township of Somerset III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A, X New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System �1 B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl ❑ Non — Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil X At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow gpd) Design Soil pp cation Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (st) System Elevation 450 0.6 750 750 f 92.6 ` VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks / C i Septic or Holding Tank X 1000 1 Saw Pre -cast X Aerobic Treatment Unit Dosing Chamber X 642 1 Skaw Pre X VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu s Signature MP/MPRS Number Business Phone Number Tom Gustum 227618 715- 658 -1344 Plumber's Address (Street, City, State, Zip e) N13450 937 Street, New Auburn, WI 54757 VIII. C unt /De artment Use Onl Pp roved tsapprove Sanitary Permit Fee (includes Groundwater Da Issued Issuin gent Signature otSt s) Surcharge Fee) El Reason for Denial IX. Conditions of Approval /Reasons for Disapproval SYSTEM OWNER: 1. Septic tank, effluent filter and dispersal cell must all be services / maintained as pK management plan provided by plumber. 2. AN setback requirements must be maintained M pK sppNo" vodlt / srdRfsttcss. Attach complete plans (to the County only) for the system on paper not less than 81/2 x I1 inches in size SBD -6398 (R. 01/03) I p v m Q r � � a !- _ m� _ \\ c =� °a j ,c cc g 25 04 0 t-- C z N Z �n 0 co W c w N u7' L U ■�� 8 LL IL y t mrn d c o� G� m rn a cP� R ai = to Co x N 31 M � CU O d _________________ _________ ______ _____ _____ ___ __ ____ __ _ _ _ _ -------------------------------------------------------- W p U m Q S } Z O k r C7 o F- N cr "' s cc ,. 3 � � o - CI e o c Z g S W c9 co W m �� w ° m ■ U LLI o l IL oj 03 of s 0 a F 6 corn x 'b cc T� US a 16W I I - - - - -- 00 i Q V m Q r I , Safety and Buildings 1340 E GREEN BAY ST STE 300 commerce.wi.gov SHAWANO WI 54166 TDD #: (608) 264 -8777 i sconsin www.w www.ce.wi.gov/s sin.go t Department of Commerce iscosin.gov Jim Doyle, Governor Mary P. Burke, Secretary September 27, 2005 CUST ID No. 227618 ATTN.• POWTS Inspector THOMAS GUSTUM ZONING OFFICE GUSTUM SEPTIC SERVICE ST CROIX COUNTY SPIA N13450 937TH ST 1101 CARMICHAEL RD NEW AUBURN WI 54757 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/27/2007 Identification Numbers Transaction ID No. 1199785 SITE: Site ID No. 705331 Tom Martin Please refer to both identification numbers, 190TH St above, in all correspondence with the agency. Town of Somerset St Croix County NW1 /4, SWI /4, S4, T3 IN, R19W FOR: Description: At -Grade System for Tom Martin Object Type: POWTS Component Manual, Regulated Object ID No.: 1042492 Maintenance required; 450 GPD Flow rate; System(s): At -grade Component Manual, SBD- 10570 -P (R.6/99) 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. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and with publication SBD- 10570 -P (R. 6/99) "At -grade Component Manual Using a Pressure Distribution System for Private Onsite Wastewater Systems ". • The pressure network is to be constructed in accordance with publications SBD- 10573- P (R. 6/99) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" and /or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions 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. t THOMAS GUSTUM Page 2 9/27/2005 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. Sincerely, Fee Required $ 175.00 �. Fee Received $ 175.00 G k� Balance Due $ 0.00 Keith Wilkinson POWTS Plan Reviewer, Integrated Services WiSMART code: 7633 (715) 524 -3630, Fax: (715) 524 -3633 , M -f 7:45 am - 4:30 pm kwilkinson@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist (715) 726 -2544 i I i At Grade pg 1 of 6 Cover Page REOEMED SEP26z05 Project Name: Martin 3 Bedroom At Grade SA FETY BLDG . p�V� Owner's Name Tom Martin Owners Address 788A Upper (190th St.) Dresser, WI 54009 Legal Description NW �� %" SW %4 Sec( 47 T 31 N, R 19 W Township Somerset I — County Saint Croix Subdivision fstr.�1 «E.Ily Lot# Parcel ID# cr, ar, fi!`;! iC1iv OF Sia E1 Y ;dD BUii-DINGS Q� �/� Table of Contents - 001'J,LSPONDENCE g t Cover page ? 7&r D. � At -Grade Sizing Calculations I GW ,Z Pressure Distribution Layout and Dynamics 1201 Dose Tank Calculations /Pump Curve Management and Contingency Plan �`t• 6 Plot Map total # of pages: 6 Designer Name: Tom Gustum License #: D1201 Date: 9/22/2005 Ph. #: 715 -658 -1344 Signature: At -Grade Design Methods Used per "At -Grade Component Manual For Private Onsite Wastewater Treatment Systems" (Version 1.0) SBD- 10570 -P (R.6/99) per" Pressure Distribution Component manual for Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD- 10573- P(R.6/99) IT" I At -Grade Page 2 of 6 Sizing Calculations Project Name: Martin 3 Bedroom At Grade Site Conditions Design of Entire Component Private Dwelling or Commercial: p (P or C) Upslope Width added to A (E): 2.0 ft % Slope: 3.5% Total Width of Distribution Cell(C): 12.0 ft. # of Bedrooms 3 Perimeter Beyond Aggregate (D): 5.0 ft Depth to limiting factor: 40 in. Overall Width of Component(W): 22.0 ft. Absorbtion rate of in -situ soil: 1 0.6 gal /ft /day Overall Length of Component(L): 85.0 ft. Effluent quality Eff #1 • Elevation of Lateral in Cell: 93.10 in. Max BOD effluent value: 220 mg /I Height of Component Over Lateral: 15.5 in. Max TSS effluent value: 150 mg /I Height Over Rest of Cell: 13.5 in. Final Grade of Component: 94.39 ft Design of the Distribution Cell System Design Flow: 450.0 gal /day Distribution cell credit width (A): 10.00 ft Distribution cell length (B): 75.0 ft Observation Pipes Area of Distribution Cell: 750.0 ft Location from end of cell: 12.5 ft Contour Elevation: 92760 ft At -Grade Plan View 1/6 Observation 1/6 I� B -I Pipes Slope W B D L At -Grade Cross Section Final Grade Lateral Invert Synthetic Fabric Cover Material Distribution Cell System Contour P � � y 4 Observation Pipe 4 4 6 D o L Tilled Area t b � a . ds , e A E 4 • d C A D Slope Notes: Distribution cell aggregate to comply with Comm 84.30(6)(1) Synthetic Fabric covering on cell per Comm 84.30(6)(g) Distribution Cell to have minimum 6" aggregate below lateral and 2" above. 0 At -Grade Page 3 of 6 Pressure Distribution Calculations Project Name: Martin 3 Bedroom At Grade Lateral Layout Lateral /Manifold Design Lateral elevation: 93.1 ft Lateral diameter: Ll'iZ In. Rows of Laterals: 1 Lateral to upper cell edge: 2 ft Manifold type: Center • Lateral discharge rate: 15.15 gpm Orifice diameter: 1 w In. System discharge rate: 30.31 gpm # of Laterals: 2 Distal Pressure: 2.5 ft Lateral Length: 37 ft Orifice Spacing /Distribution Forcemain Friction Loss Orifice spacing (X): 19.73 Inches Forcemain length: 55 ft Orifices per lateral: 23 Forcemain diameter: 2 w In. Avg. ft /Orifice: ft F ' Friction loss in forcemain: 1.087 ft Avg. Lin ft/Orifice: ,,63 Lateral Side View Forcemain Lateral Lateral x x x x x XX x z 2 Lateral Length Lateral Length Lateral Plan View Lateral Length I Turn -up wball valve or cleanout plug 0 Orifices on bottom of PVC Man' lateral equally spaced PVC laterals and forcemain to comply with specifications per Comm 84.30(2) Clean Out Detail Observation Pipes Clean -out plug Final Grade or baall valve Water tight cap or plug Lawn Sprinkler Box Slot �' Note: Closet Collar 6" Minimum may be used in Long Sweep 90 I place of 3/0" bar or two 45's L 3/8" Bar Lateral At -Grade Page 4 of 6 Septic, Pump and Dose Tank Project: Martin 3 Bedroom At Grade Tank Information Dosage Volume Pump tank manufacturer: Skaw Precast Does forcemain drain Pump tank size /model: 64 2 back to tank? I� —J Pump tank gal /inch: 16.47 Lateral void volume: al Tank bottom elevation (inside): 80 ft Dosage to absorbtion Cell: 39.1 gal Septic tank manufacturer: Skaw Precast Forcemain volume: 9.6 gal Septic tank size /model: 1000 Total dosage: 48.7 gal Pump and Filter Total Dynamic Head Pump Manufacturer: Little Giant Are laterals highest point? Pump Model: 9EH if not, enter highest elevation: 0 ft Effluent Filter: simtec 110 System head (distal x 1.3) 3.25 ft Vertical Lift ( "D" to lateral) 12.60 ft Note: Access opening of sufficient size to be provided to allow removal of filter. Opening to terminate at or above grade. Friction loss in forcemain: 1.09 ft Total dynamic head (TDH): 16.94 ft Pump Tank Diagram Watertight Locking Cover Dose Tank Levels 4 inch 7NAth Naming Label Finished Minimu Grade In. Gal A Reserve 28.0 461.5 Alternat B Pump off to Alarm 2.0 32.9 Outlet P Location C Total Dosage 3.0 48.7 Elm per Comm D Effluent depth for um 6.0 98.8 ts.2eana P p ump Forcemain NEC 300 Total Capacity: 39.0 642.0 A Naep Hole sip on a Pump Curve: Little Giant 9EH Device C FLOG/- LITERS /HOUR 0 1000 2000 3000 D 30 10 ; 7.5E 20 W E �Z B OA 5 Pump must be capable of: 30.3 GPM 0 10 x LJ and head pressure of: 17.0 ft 2.5 0 0 0 20 40 60 80 Little Giant FLOW- I ALLONS /MINUTE 9EH PUMP PERFORMANCE CURVE 115V 60HZ i • P _ At Grade Management Plan pursuant to comm 83.54 W. A. C. pages of 6 Owner's Responsibility: The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make periodic inspections of the components, checking for surface discharge, treated effluent levels, etc. The owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction and /or the department. Septic Tank: Septic tank(s) are to be inspected routinely and maintained by department approved individuals when necessary in accordance with their approvals. The use of chemical /biological "treatments" is not required or recommended. If such additives are used, make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent filters are to be removed & cleaned as necessary, with provisions to keep solids from passing the septic during removal. No more than 1/3 of the usable tank volume may be occupied by sludge /scum. 3 year inspection: If tank has greater than 1/3 volume sludge, tank contents must be emptied and disposed of in accordance with NR 113 Wisconsin Administrative Code by an approved individual. If the inspector does not recommend pumping of the septic tank, then the owner must be notified of when pumping should be done as to not exceed 1/3 sludge volume. Septic tank should be routinely inspected to be watertight and of good repair. Pump /Dose Tank If an effluent filter has been installed in the pump /dose tank, it must be removed & cleaned as necessary, with provisions to keep solids from passing to the mound component during removal. The pump, float switches and alarms must be inspected at least every three years for proper operation. Pump /dose tank should be routinely inspected to be watertight and of good repair. At -grade and Lateral System The at -grade system component must remain free of ponded surface water prior to pump operation. If 4 inches or more water level is detected in the observation pipes, the owner must be notified of possible problems /failure. The designed daily flow capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the component. Activities OTHER than mowing /maintenance (i.e. excessive walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion capabilities and /or possibly cause it to freeze in winter conditions. Lateral distribution pipes should be flushed out/tested every 18 months using the cleanout points at the end of the distribution laterals to remove scum that may clog orifices. Performance Monitoring: Performance monitoring must be done at least once every three years following the installation or at the time of a problem, complaint, or failure. Contingency Plan: If the septic tank, pump tank or any of their components therein (including floats, alarms, pumps, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the at -grade component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by either: extending basal toe to provide added absorbtion area; or by removing the clogged bacterial mat,aggregate cell, and distribution piping within the cell and replacing said components in order to return system to proper working order as required. l NVIrrsco/ sin SOIL EVALUA Tro 3 mary Pa i #209 9 o 3 Department of Commerce in accorda W o� Division of Safety and Buildings Gustum Septic Service i�t% Cou Attach complete site plan on paper not less than 8% x 11 inches in ize. P{art�glrst St. Croix include, but not limited to: vertical and horizontal ref erence point (B , di And percent slope, scale or dimensions, north arrow, and location and d' nee to nearest 'roac�uy Parcel I.D. Please print all informaSon. N7NG OFF1C wed By Date ZO Personal information you provide may be used for secondary purposes (P ' y 1) (m)). Property Owner Property Location Martin, Tom Govt. Lot n/a NW1 4, SW !4, S4, T31N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or C 788A Upper (190th St) 1 n/a N/A City State Zip Code Phone Number �( City _j Village !on Town Nearest Road Dresser WI 54009 715 - 294 - 4863 Somerset 190Th Street _J New Construction Use: ej Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD I J Replacement J Public or commercial - Describe: Parent material sand stone Flood plain elevation, if applicable n/a ft. General comments Pa of 3.1 a cres. Recommend at - grade system along 92.6' contour. and recommendations: �— Boring # - Boring `tb Pit Ground surface elev. 91.9 ft. Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Efr#2 1 0 -15 10yr3 /2 none sit 2mcr mvfr as 2f 0.6 0.8 2 15 -23 10yr2 /2 none sit 2msbk mvfr cw if 0.6 0.8 3 23 -31 10yr4/4 none sit 2msbk mfr cw - 0.6 0.8 4 31-40 10yr4 /6 none sit 2msbk mfr cw - 0.6 1.0 5 40-47 10yr5 /6 none gr. sit 2msbk mfr cw - n.p. n.p. 6 47-60 7.5yr4/6 none ss 2msbk mefi - - n.p. n.p. F 2 ] Boring # - -� �ng Ground surface elev. 91.9 ft. Depth to limiting factor 40 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf#2 1 0-10 10yr3 /2 none sit 2mcr mvfr as 2f,1m 0.6 0.8 2 10 -16 10yr4/6 none sit 2msbk mvfr cw if 0.6 0.8 3 16 -24 7.5yr4/6 none sit 2msbk mfr cw - 0.6 0.8 4 24-40 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.6 1.0 5 40 - 5y4/4 f2-3d 10yr7/2 ss 2msbk mefi - - n.p. n.p. 7.5yr5/8 ' Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD <_30 mg/L and TSS <_30 mg/L CST Name (Please Print) S' ure: CST Number Tom Gustum 227618 Address Gustum Septic Service Date Evaluation Conducted Telephone Number N13450 937th St. New Auburn WI 54757 9/14/2005 715 - 658 - 1344 J ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer �,z4Wr2s AL�/ Mailing Address Property Address (Verification required from Planning & Zoning Department for new construction.) City /State ' COQ Z01 Parcel Identification Number LEGAL DESCRIPTION Property Location Sec. (- , T 2j N R Town of Subdivision , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # 2� 7 , Volume , Page # 7 i Spec house yes no Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms - 0 of SIGNATURE OF APPLICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning &Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) 8 1 i2�7�0 2 9 1 $ P `f 8 7 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI State Bar of Wisconsin Form 1 -2003 RECEIVED FOR RECORD WARRANTY DEED 18131/2085 11:08AN WARRANTY DEED Document Number Document Name EXOR # 8 REUBEN C. MARTIN REC FEE: 13.00 THIS DEED, made between TRANS FEE: COPY FEE: ("Grantor," whether one or more), CC FEE: and THOMAS C. MARTIN AND DEBORAH M. MARTIN, PAGES: 2 HUSBAND AND WIFE ( "Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in ST CROIX County, State of Wisconsin ( "Property") (if more space is Recording Area needed, please attach addendum): Name and Return address SEE ATTACHED EXHIBIT A ATTN: VALERIE MEMMER THE RIVERBANK P.O. BOX 188 OSCEOLA, WI 54020 sY � o3z- lou4- 9u -uoa Parcel Identification Number (PIN) This I S NOT hornestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Dated OCTOBER 21, 2005 (SEAL) (SEAL) + 7 REUBEN C. MARTIN (SEAL) (SEAL) a + HENTICATION ACKNOWLEDGMENT Signatures) � �� . S TATE OF WISCONSIN ) ) ss. authenticated on POD �L_ =Ir' ' xOUNTY ) Personfy came ba tit oX • OC MR 21, 2005 , ` the ab ve -namee : U X • .- MARTIN TITLE: MEMBER STATE BAR OF WISCONSIN Uj �► (If not to 1cn e e (s) executed the foregoing authorized by Wis. Stat. § 706.06) i n ie¢ C. the ` THIS INSTRUMENT DRAFTED BY: ` VALERI REUBEN C. MARTIN Notary Public, State f Wisconsin My Commission (i%pSMWt) (expires: I n 15 4Og ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM, ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 1-2003 • Type name below signatures. U1 2918° X18$ EXHIBIT A A parcel of land located in part of the Northwest Q ur of the Southwest Section 4, Township 31 North, Range .19 West, Towof Somers St. Croix un y, Wisconsin, described as follows: h' Commencing at the Southwest Comer of said Section 4; thence, on an assumed bearing along the west line of the Southwest Quarter of said Section 4, North 03 degrees 40 minutes 20 seconds East a distance of 1980.83 feet to the point of beginning; thence, along said west line, North 03 degrees 40 minutes 20 seconds East a distance of 277,35 feet; thence, South 89 degrees 54 minutes 57 seconds East a distance of 497.97 feet; thence, South 00 degrees 00 minutes 00 seconds East a distance of 276.80 feet to the of the south line of the north half of the Northwest along said South line, North 89 degrees 54 minutes seconds Wes distance thence, S t a feet to the point of beginning. Containing 140 rictions and covenants o f recor ,297 square feet acres). Subject to Wes Street all Town Road) along the most westerly line of the above described parcel and sub easement, rest sub ject to all i o I UNPLATTED_LANDS " z I QF 9�N�'YER S89'54'57 "E 497.97' 33.06' 464.91' CL r C L OT 1 N � TOTAL AREA: N ai Z .ti ]�; w. ' ` 140,297 SQ. FT. / 3.22 ACRES w wi w °� o r, 0 N AREA EXCLUDING R.O.W. + 0 i sl �� �• p b 131,145 SQ. FT. / 3.01 ACRES �i pi z� 1 ? 33, o ENTIRE LOT IS C.S.A. o Z 4 O Z �l 81 cc I z (n S EXI - w 1 33.06' DRIVEWAY' 482.67' N89'54'57 "W 515.73' ,, \ ► I �NPLATTED_ --- SOUT,'l LINE OF THE N112 OF THE NWJ /4 —S. r - ' �` NEST 1/4 COR;VER CERTIFIED SUNEY MAP NMO SCC4 -31 -19 Located m part of the Northwest Qxter of the Socihwsst Ouater of Section 4, W (FOUND R.R. SPIKE) � i Township 31 North, Range 19 West, Town of Somerset, SL Croix County, Wisconsin. rl �1itJ0 NN(7 i xa s,,m 1 0. 0 A "N i ry' NOT The parcels shown on this map are sub;eci to State, County and o W &W M Township laws, rules and reaulations (i.e. wetlands, minimum lot site, access to N yUMN Mw 0 I W , o� parcel, etc,). Before purchasing or dew.!oping any parcel, contact the St. Croix Canty Zoning Office and the appropriate Town Board for advice. aF ,U. i = 041 1 410 l +�aoiv a ia�urn ` UNPLA - TIED LANDS '�'"� CON DE DA ER_ �' N S89'54'57 "E 497,97' � ;' TYR �' � o 331 464.91 DODGE '^ � � � S•2484 � . ;,CLEARUIKE,� N TH II 0 a I v s us 0 Z ) iniaa�f LOT 1 QI 1 •Z1 100 0 -OW a z 1 TOTAL AREA: WI "� 4 r W 4 140,297 SQ. F1. / 3.22 ACRES W of GRAPHIC SCALE ,ti 1 w a SALE IN FEET: I inch =100 feet <1 1 0 o p �"y : AREA EXCLUDING R.O.W.: o !-I i .if .: a S N <1a D 1 In p 0 131,145 SO. FT. / 3.01 ACRES I Z ENTIRE LOT IS C.B.A. o a t 0 jj ° z i BEARINGS ARE REFERENCED TO THE WEST LINE OF THE Z 0 SW 1/4 G SECTION 4, TOWNSHIP 31 N., RANG 19 W. EXISTING WHICH IS ASSUMED TO BEAR NO3 .—� 33 .06' DRIVEWAY: 482.61' N89'54'57 "W 515.13' UNPLATTED_LANDS SOUIN UNE lW NE X112 OF THE N9144107 14 JOB I W057SU195 Prepared for and at the request of. Prepared by. Tom Martin , I P 188 —A Upper 190th Street Section Comer Monument Cosu(ba Grow , ?c. Dresser, 'h154009 of Record p Sett 1 z 18 0.0, Iran Pipe wt. Owner. 1.13 pounds per lineor foot 111 I Phone No. (115) 246 -43 ?9 Reuben Martin R= Recorded As 1 ^� Fax No, (715) 246 -3830 2371 40th Street SOUI•NIIEST CORNER ` I P.O. Box 325 Somerset, W 54025 Building Setback line SEC4 31 19 , hew Ri.hmond,1 54017 (100' from Right of Way) (FOUND ALUM. CO. MON.) Sheet 1 of 2 Drafted by Jesse B. Suica COMPLETE GARAGE SEPARTION THAT 19 NEEDED FROM THE (RESIDENCE AND ITS A"r'rio gY MEANS OF S /8" FIKESHIELD GYP BOARD OR EQUIVALENT APPLIED TO GARAGE SIDE OF 131TE CONSTIRLICTED GARAGES IS THE RESP ONSIBILITY OF OTHERS. WIR 'SIZE - TYPE NM CABLE SMALLER THAN 6 -2 OR 0 -3 SHALL BE INSTALLED ON - GFCI BASCMCNT RECP' — — — — — — — RUNNING BOARDS OR THROUGH BORED HOLES WHERE RUN AT ANGLES - CLOSET LIGHT rIxTUF rangC 6_3 wg I WITH FLOOR JOIST IN UNFINISHED BASEMENT CCILINGS. -NOTE LOCATIONS Dr b.b. elec. ht. 12 - 2 wg - SMOKE DETECTOR LN HA]lM�NT VUNNISHED AND HEATERS, ARE 7 120 -oft Crt. 12-2 wg� BY OTHERS. POVCR SUPPLY BY ALL AMERICAN. (IT SHALL BE WIRED) DURING CCINS I Switch Leg 12 -2 wgl IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM ALL SMOKE DETECTOR sw. leg 3 way 12.3 wgI SHALL ACTVATE ALL THE ALARMS IN THE DWELLING water htr. 10 -3 wg - LIGHT TO BE INSTALLED IN ATTIC, CRAWLSPACE, OR BASEMENT Clothes drier 10 - 3 w — — - IF THESE AREAS ARE TO BE USED FOR STORAGE OR SERVICEABLE EOUIPTMENT - ROCKER STYLE SWITCHES • GPC1 �STL � v.P. -CWp� R.O.`.1/ ypp Ld s CL / u � ^ o � �'� �'i I � • I / W y 7 7 Y aFCI I 1 GLASS DOOR I 1 100 1 � I\ ( I � / BATED �I - I II 1 lu 1 Gr CA 0 u a �+ KI7tHEN / YP ,T Cas ENTRY CLOSET — — — — L( C) S L — — — _ PANTRY \ S.D &13 I 1 `Ir I BEDROOM #3 BEDROOM #2 • l I I 4 4 / np DELIGHT -;W f GATE: DRAWN scsxLE: MILVISIONS: ALL AMERICAN HOMES IOW 11/14/03 J.J.R. 1/4' 02/17/04 FINALIZED J.J.R. 1061 13th AVE. B.E. C LLC Dyersville, Iow 52040 663- 075.242 60 39Vd 1d S31VS 3WOH ANI L9E09EL9TL EZ :ZT S00Z /91/TT i ALL DRAWN AND WRITTEN INFORMATION APPEAAlNG HEREIN SHALL, NOT BE DUPLICATED, D15CLOSE 0 R "OTHERWISE LI6E0 WITHCIUT THE WRITTEN CONSENT OF ALL ALL AMERIC HOMES Of itlW ,y, LLC, NISHED AND INSTALLED BY OTHERS :ATEO 12' HOR2. TO SHELF LECTRICAL SWITCHES, OUTLETS, PHONE. TV, LIGHTS, <IMATE AND MAY CHANGE DUE TO LUMBER L13CATION BY BUILDING CODES, iE BATTERY BACKUP ` - DESIGNED TO 2002 NEC ELECT. COOK AS OF 06 -0 1 -03 f CHAPTER- COMM. 1 S.Z l Y` \ ( S 10- 12 " A.F.C.1. CIRCUIT PROTECTION IS N/A IN VAS. L i NOTE: A C1:ILING OUTLET BOAC INSTALLED FOR USIE AS A LIONTING FIXTUR19 OUTLET IN A HABITABLE ROOM AND LOCATED WHERE A CRILINO PAN COULD BE INSTALLED SHALL BE A TAPE LIBTKD FOR FAN SUPPORT. !ENCH SWING 00012 ?SIX W/5 -►l 5/9 60 -FL I 4N i i `1r tit 4r r ---- _..------- - - - --� I ( 5' SINGLE TREY ❑WN ,R I NG ROOM BEDROOM i � i I � I I I s,D I � ,--- - - - - -- - - --- I �h S n \ A `\ m \ \ � 1 � I O h1 R I BA TH I I loo I I LIVING ROOM I L � I � 1 / 5 SHELVES DRAWING MCIDEL: 0356 -52325 DRAWING ELECTRICAL LINK HOME SALES MNQOQCAD FLOOR PLAN MEG 2856 3 2 SB B STD MINING, WI 0352325 80 39Vd 1Z1 S37VS 3WOH ANI1 L9609ELSTL EZ :ZT 5002 /9T /TT