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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: « 430175 0 GENERAL INFORMATION (ATTACH TO PERMIT) t ID No: Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 116-4 2 T~e-- 10." Permit Holder's Name: City Village X Township Parcel Tax No: CDK Construction I Richmond Township 026- 1127 -29 -000 CST BM Elev: I Insp, BM Elev: I BM Description: Section/Town /Range /Map No: .3b 1 ge-3b CST' �3NA qtr 25.30.18.839 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmar Dosing tt Alt. BM Aeration Bldg. Sewer / 2� M. t Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ' _W 97 1 Dt Bottom 1 •Z �� q tr Dosing `t La 1.1 ti u, Header /Man. 3b 4 Sl Aeration Dist. Pipe .J . t Holding Bot. System o2 ror Final Grade �/ • 7 PUMP /SIPHON INFORMATION t.; Manufacturer f� Demand t Cover t u!f {J� GPM Model Num er � 3 / o .r TDH Lift ° Friction Loss System Head TDH Ft 4 Forcemain Length 1 Dia ya Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width ^ / Length,_ t No. Of Freaches ,� PIT DIMENSIONS No. Of Pits Inside D Li ui DIMENSIONS (0 _:. 5 /�U (_ 1 " _'_ 7 1 SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACH anufacturer: INFORMATION CRAM O Type Of Sy�t Mo / 3 2— C NIT ber: DISTRIBUTION SYSTEM -Eo Header /Manifold t/ Distribution t ' t! I I x Hole Size 2 t� x Hole Spacing a Vent to Air Intake . O Z Lere th 31 '/ 1 - 1' C 7 Length Dia g Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bedlrrench Center Bed/Trench Edges Topsoil Yes �j No Yes � � No OIV�M S`n�lu ode discregenci s, persons present, etc.) Inspection;1� 7 Inspec • n momok Location: 14 - 1427 134th Ave New f hm n - 1 54017 (NE 1/4 SW 1/4 25 T30N R1 8W) ichmond ills Lot 29 Tr/VY) Parcel 0 25.M.18.839 1.) Alt BM Description 2.) Bldg sewer length = S� - amount of cover = LA Plan revision Required 'i Yes No .-T i 1� - - -T - - k Use other side for additional Information. 1 M�D SBD -6710 (R.3/97) e'""" C`^" t Insepc s Signature Cert. No. -- Satety and l3uildin : >iv:siUlt Counly - l3 201 W. Washington Ave., P.O. Box 7162 ,S � Czv�x i Madison, W l 5370"3 Sanitary Permit Number (to be tilied in by Co.) Department of tnmmarno ( 266 -31 P / Sanitary Permit Application State an I.D. Number g'( _-r In accord with Conan 83.21, Wis. Adm. Code, personal information you pravitic l 0 rimy be used for secondary purposes Privacy Law, a 15 . 04 ( 1 )(M) Zecl Address (if different tiiam mailing address) r 1. Application Informations - Please Print AY Information / �1 PA s Y Owner' Name m i�� xY �Z 3 /1 Y. I # Lot # Block # Property Owner's Mailing A dress L Location cry 7:1> Section, %, y., n . 2� City, State Zip Code Phoni Q9➢etp0104 t , '-- II. Type of Building (cheek all that apply) a o 5 N; . er w J W1 or 2 Family Dwelling - Number o Subdivision Name CSM Number ❑ Public/Cexnmercial - Describe Usl t' i *i'►'1t�i✓ �� �� ❑ State Owned - Describe Use r X City ❑Village §tl owtlship of a u - C 4' - ri CD III. Type of Permit: (Check only one box on line A. Complete line 11 If appliea 0;V0 — 12�t - zq- (JVO A ' New System ❑ Replacement System ❑ TreatmemMolding Tank Replacement Only ❑ Other Modification to Existing Systan B. ❑ Permit Renewal ❑ Permit Revision © Change of ❑ Permit Tray isfcr to New Lint Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS S ste= all that a 1 ❑ Non - Pressurized In- Cttound s of suitable ❑ At -Grade ❑ Sic& Pis Sand Filter ❑ Constrttctext Wetland ❑Pressurized hl- Ground ❑ Holdinb Tank Peat Filter Ir.) Ac rHmenn, ert Un it ❑ Resirculating Sand Filter ❑ RecircuoApSyntheticMediaFilta OLeachingChamber ❑ Dd Line ❑ Gravel -less lli ❑ Outer (ex Iaiu) V. Dla rsal/Treatment Area information: Design Flow (gpd) Design Soil Application RateWxkf) Dispersal Area Required ( l) i Mspersni Area Proposed (at) System F.kvation N �� J &C; 92 . &it VI. Tank Info Capacity in Total Number ManufacnGrrx Prrlab Site Stt d Fiber Plastic Works Galkars of Units Concrtto Con Glass New Existi Tanks Tanks Septic or Holding Temk Aerobic ?reattnantUah Doai4 CI s abe r _ VII. Responsibility Statement - 1, the undersigned, assume responsibility for installation o the PO W TS shown on the_a ttaehed plaas. Phtmber's Name (Print) Plumber 8 Sinature MP/M1 Number Business Phase Number Plumb 's Address (Street, Clij, State, Lam V,,I - y II. Coon 1De artment Use On ,cal Appro ved El Disapproved Sanitary Permit Fee (includes Groundwater I)frte issued Is u' Agetti Signature Stamps) Surcharge Fee) ❑ Owner Given R eason for Denial 5� ` IIC. Conditions of Approval/Reasons for Disapproval r • ( ►uua Attach complete plans (to the Cauuty only) for the system on louper act less thou 81R s I1 Incltos to an SBD -6398 (R. 01/03) �f �.� ci4) l� �L' f�" OrtJ �"� , CJI.� 1 S �� e3 .u, J � s•io •� •— 1�� C� �-f,.» � ►aJ a ("i � !� S GYCLC-J c c.c,� ell toc ,J lie _ --- f�, '�j s73 to c v b' k /f 1 ,g i Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 _ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Cr oix 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. pendin Please print all inW,!n01dn, R sewed by Date Personal information you provide may be used for sp o do purposes (Privacy "w, s. 15.04 (1) (m)). PropertyOwner -'1 Pr6p"Location R J C Development, Inc GBJt. of NE 1/4 SW 1/4 S 25 T 30 N R 18 R(or) W Property Owner's Mailing Address Lot #- Block # Name or CSM# •: . 1868 Ct . Rd. C U` - 9 [! Ri d. :' na chmond Hills; City State Zip Code -Phone Numboe Eity ❑Village own Nearest Road New Richmondi W1.1 54017 H7 . ) Richmond I 130th JE] New Construction Use: ❑ Residential / Number of bedroion s Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - bessrihes. Parent material 1 a r- i a 1 rl j_r f t Flood Plain elevation if applicable ft• General comments and recommendations: mound @ el. 102.50 based on contour line of el. 101.50' Boring # F] Boring 5 [3 pit Ground surface elev. 10 2 . 1 O ft. Depth to limiting factor —4Z� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I 'Eff#1 I 'Eff#2 1 0 -9 10 r 3/3 none L 2 9 - 10 r 4/4 none sici 2msbk mfr gw if .4 .6 .5 3 19 -35 7 4/4 9-4none sl 2msbk mfr 9W if .5 .9 none fs os . mvfr ° w I na 1 -4 .9 5 47 -65 5 r 4/4 c2 7.5 r 5/8 scl 2csbk mfr .6 ❑ Boring # ❑ Boring ® Pit Ground surface elev. 1 O 2 . 1 Ott Depth to limiting factor 4 6 2 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consist oundary Roots GPD /ft'" ence B in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -9 10 r 3/3 none L 2msbk DSH cs if .5 .8 2 9 -13 10 r 4/4 none sici 2msbk mfr 9w if .4 .6 3 13 -46 7.5 r 4/ none is osg mfr 9w nA .7 1.2 4 c2d7.5yr 5/6 scl M na .0 .0 'Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg /L *E nt #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gary L. Steel 02298 Address a val lion CTelephone Number 1554 200th. Ave., New Richmond, WI. 54017 10 -13 -20 715- 246 -6200 i I Property Owner R J C Developmen Inc. Parcel ID# pending Page 2 of 3 F3jBoring # ❑ Boring Pit Ground surface elev. 10 0 • 5 O ft. Depth to limiting factor � � in. Soil lica Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -10 10 r 2/2 none L 2m 2 10 -19 10 r 4/4 none 3 19 -28 7.5 r 4 none w 4 28 7.5yr 4/ none f 1 5 40 -60 7. 5vr 4 na na .0 .0 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 a Boring ❑ # F] Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD, > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS 5 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 altemate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD4330 (8.6/00) ' * R STEEL'S SOIL SERVICE Gary L. Steel RJC Development, Inc. 1554 200th Ave. CSTM2298 NE4SW4 S25- T30N -R1 8W New Richmond, WI 54017 MPRSW -3254 townof Richmond (715) 246 -6200 lot #29- Richmond Hills N 1 BM. =top of 1" pvc pipe @ el. 100.00' Alt. BM.= top of SE lot stake @ el. 98.30' r� A-- V C'J Gary L. Steel 10 -13 -2000 Safety and Buildings 2715 Post Road Stevens Point WI 54481 Jim Doyle, Governor Cory L. Nettles, Secretary ' \Vhsconsin Department of Commerce July 14, 2003 CUSTlD_No.2246T7________ LYLE_FNfYERS__ i E 1 5 - 5 - 6 - ST RD 64 _____T_TT0I 'BOYCEVILLEWI 54725 1 IdentiT1_ca�t1 Traiisid ion — IDWo — .SBT6TSiTe — IDIVo — .WW46 P16dge - r - efe - r - to -- Fo - th - lde - ntificationnu#�U e rsa ve, in all correspondence with the agency. CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/14/2005 SITE: R J C Development, 130TH Avenue Town of Richmond, St Croix County NE1/4, SW1/4, S25, T30N, R18W Lot: 29, Subdivision: Richmond Hills FOR: Object Type: POWT System Regulated Object ID No.: 910931 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. The following conditions shall be met during construction or installation and prior to occupancy or use: • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • In the event this soil absorption system or any of its component parts malfunction, the owner will employ a properly licensed plumber to repair, modify or replace this system. This may include the possibility of installation of a holding tank. 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. 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. Sinc MatthewX Janzen, PSS ast Specialist, _ ice_ _ eia_tioi� - s - iajanzengcommerce.state.wi.us - - - - Fee equire Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: Mound System Cover Page pe 1 of 6 MIENERco Project Name: CDK Construction Brooke Mound Owner's Name R.J.C. Development, Inc. Owners Address 1868 Cty. Rd. C New Richmond, Wi 54017 Legal Description NE %4, SW % Sec 25 T 30 N, R 18 w Township Richmond County Saint Croix Subdivision Richmond Hills L ot# 29 Conditionally Parcel ID# L P ® 10 E D PARTIVENT OF COM RCE Table of Contents ILDIN63 Pg• 1 Cover page SEE CORR SP ENCE 2 Mound Sizing Calculations 3 Pressure Distribution Layout and Dynamics 4 Dose Tank 5 Management and Contingency Plan 6 Plot Map total # of pages: 6 JUN 2 : f ®0. Designer Name: Lyle J. Myers SaFtT Y LDG'�, MP /License #: 1. D.# 224617 Date: 6/20/03 Ph. #: 715 -643 -2520 Signature: Mound System Design Methods Used per "Mound Component Manual For Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD- 10691 -P (N.01/01) per" Pressure Distribution Component manual for Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD- 10706 -P (N 01/01) Spreadsheet provided by: 3bAdvisement N12486 220th St, Boyceville, WI 54725 Ph: 715- 643 -6068 small: 3ba 3badvisement.00m Mound System Page 2of 6 Mound Sizing Calculations Project Name: CDK Construction Brooke Mound Site Conditions Design of Entire Fill Project Type: i or 2 Family Dwelling • Cell depth at upslope edge (D): 6.0 in. % Slope: 3% Cell depth at downslope edge (E): 8.9 in. # of Bedrooms: 4 Distribution cell depth (F): 9.5 in. Depth to limiting factor: 40 in. Cover thickness over edge (G): 6 in. Absorbtion rate of fill material: 1 gal /ft /day Cover thickness over center (H): 12 in. Absorbtion rate of in -situ soil: 0.5 gal/ft /day End slope width (K): 7.3 ft. Effluent quality Eff #1 Fill length (L): 89.6 ft. Max BOD effluent value: 220 mg /I Upslope width (J): 5.0 ft. Max TSS effluent value: 150 mg /l Downslope width (Toe) (1): 8.0 ft. Fill Width (W): 21.0 ft. Design of the Distribution Cell Basal Area System Design Flow: 600.0 gal /day Basal area required: 1200 ft Distribution cell width (A): 8.00 ft Basal area available: 1200 ft Distribution cell length (B): 75.0 ft Area of Distribution Cell: 600.0 ft Observation Pipes Contour Elevation of Mound: 1 _ 1 - 5 - 01 ft Location from end of cell (Z): 12.5 ft System Elevation of Mound: 102.00 ft Final Grade of Mound: 103.79 ft Mound Plan View Observation Pipes '0'v. �K I Tilled ArealFill Material I L ' Mound Cross Section Final Grade „.Observation Pipe Synthetic Fabric G Distribution Cell a r r System Elevation ,¢ ;, � b i Cover Material Fill Material Ind Tilled Area Slope Contour System Contour Notes: Fill material to consist of ASTM C33 Sand Distribution cell aggregate to comply with Comm 84.30(6)(1) Synthetic Fabric covering on cell per Comm 84.30(6)(8) Distribution Cell to have minimum 6" aggregate below lateral and 2" above. 5a-) 6 t� n. 4, T? 130 Alp 9,3 l o g , A V L) 00 06/36/2603 16:13 651 - 342 -0486 CDK CONSTRUCTION PAGE 01 F"I : NORTHLAND PLUMING, INC. FAX NO- : 715 -643 -2529 Jun, 3P1 44. �!+„ ST CROLX COW- SWITIC TANK MAINTF,NANCL AGREMMENT AND OWNFMH P CERTMCA - 1100 FORM Owmeaver C ale �m%w Whog Ate s c %� PQ , ; ftVwty A44 �. _ ( Vesm�atl >;xequ:rad Dvaftaatfat now cacrtmctl+ea) Clty/State C-rti t c .. u � J ��... Pmei If endfioad.,, X=ber — 0 .1 . 4p °" / 9L 7 - g eoo DFA tty Looatia� ��S y Seo.._ T N W, To. of Lot CertltSed Starng kv # Vol %e — g, e # - �• '�wit"Uty Aced #v oZ'`�88� Vcjt�e a��o - ;z i Spee hOU00 0 ya Ono Lot lines 1danci c 1d yon © no Can" 4404* uta ausl maisSot�+ca a3"yaaoep� apstant aauld xaaalt us � pt'aaaaiuro f M l�midiawastes. caa affioat of ttte trek °"040 it awdW by a Ik�eaaed pwXM ww yots pA iata aw aystem saga in the Warta dixptW ayetnm, The FWMV awm Ag M to Uhs * to $t CrOft Ta>siag Deparas & a 40tA00im f*M 4ped by the owjW ad by a p1 , aq►�aanp ba�twsgicrodp On lioaaaedp= rA r' nOi agtlt (t)doaiaeirowmft&t+ar4kpmit"im i'a POW op=tiad *=%cm NOW (2) after igapeatioe and p2005 (i'tpeacowgry die septic trial is kaa d= la f e of aiwr- the vm m WW havo r ad ft obovo t VW=eate and agrae to mala*bl dw Finta WwgV dittpW aye with the eta &t& Sec fak hamic, as wt by $a Dqwuoj of C memo aad ft DgWt mcnt of Wabraal It esavea, Sato of WtaextDSia. cassoodw A--- tiatre y hm ban pdutakped =w be maplwd and re mmd to *& 9t, OrWx County zmirg of&@ wiWu x IOWNE RC ,�►PPCxCANI' DATB x ( t tements oo this faM ssa true to the beat of my (our) lmwlodgk I (wo) W (Ara) Gu a+rhtezia) of tlto Mittue of a warranty Hard rocamw fa )tag!$* of'Doc& OBica- OF APXJC. ANT � DATE rrrtt+• r w as Any j%*M&1WA ttsat b min- rapreseatoamay Mutt is ft s�tA,y pwmit Unn rain by the ' �r ImAnde With Ok aWlLesdw a mewed waeMo dad ftm the loo& t; of Deeds afte a copy' of Wo oneod 49M =p it pfinwe is plods is to mMty dead 07115/2003 14:53 651- 342 -0486 CDK CONSTRUCTION PAGE 01 CDK Construction, Inc. Lot 29, Richmond Hills Subdivision, New Richmond', WI 2 Ma x -w a 1• x 4b 07115/2003 15 :49 651 - 342-0486 CDK CONSTRUCTION PAGE 01 CDK Construction, Inc. Lot 29, Richmond Hills Subdivision, New Richmond, Wl E] 0 o - 1 ------------ ---------------- J 2 2 6 7 P 3 2 1 - 7;R4ae - 7 l/ STATE BAR OF WISCONSIN FORM 2 • 1999 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX CO., WI RECEIVED FOR RECORD This Deed, made between RJ Development, Inc., a Wisconsin Corporation, 06/06/2003 02:35PH _. WARRANTY DEED EXEMPT # Grantor, and CDK Construction, Inc. REC FEE: 11.00 TRANS FEE: 85.50 COPY FEE: CC FEE: G PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix _ County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area T �sRonsin. lat of Richmond Hills in the Town of Richmond, St. Croix County, Name and Return Address KRISTINA OGLAND ESTREEN & OGLAND 304 Locust Hudson, WI 54016 026 - 1127 -29 -000 Parcel Identification Number (PIN) This is not homestead property. (K) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of June 2003 RJC Development, Inc. * * By: Roberta J. Cam"FQ4 Cam", President * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) RJC Development, Inc., a Wisconsin Corporation, STATE OF WISCONSIN ) by Roberta J. Carlson, Vice President ) ss. County ) authenticated th's day of June 2003 Personally came before me this day of the above named * Kristine Oglan TITLE: MEMBER STATE BAR OF WISCONSIN -- — (If not, to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY + Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures maybe authenticated or acknowledged. Both are not necessary.) I •) * Names of persons signing in any capacity must be typed or printed below their signature. information Professionals company. Fond du Lac, vin STATE BAR OF WISCONSIN 800655 -2021 WARRANTY DEED FORM No. 2 - 1999 r ci r 00 r 0 -T J i ...... ................... ....... ...................� I I I •• I 1 _ -- = ------ 125.22' - -- _ ---- - - - - -- 235.00' -`- �� S89'62'55 "E 360.22' , a6`��5 �� ,2 TOWN ROAD - - O ---- - - - - -- - - - - -- • �� /11 -_ • ---- S8932'55 "E 360.62' © - - - - - - -- - �;,;, : ------------------------ - 8 - - - -- ......... ............................... LOT 28 0 N TOTAL AREA: N 106,274 SO. FT. I LOT 29 2.44 ACRES TOTAL AREA: . LOT 30 92,560 SO. F N 2.12 ACRES N89'S2'S5 "W N 364.80' rn W K W °� LOT 34 4 N LOT 35 O TOTAL AREA: TOTAL AREA: 94,079 SO. FT. 0 N Z 2.16 ACRES z 1 106,765 SO. FT. LOT 33 2.45 ACRES N � �" • --- ------------------------ �_ okb_- _ ® N893255'W 363.97 -------- -------- _ _�" 1� ® _ �- NN'S2'SS'1M 364.38' n `\\ -•�'- �',� • - 30.04 - - - - - -- i - - - - -- 334.34' - -- -- ' -' ... ........ LOT in H. - - - -- ? ................