Loading...
HomeMy WebLinkAbout026-1294-07-000I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 572868 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: Oevering Homes LLC, a ka Oevering Propertie Richmond, Town of 026-1294-07-000 CST BM Elev: Insp.BM Elev: BM Description:et ^ 5+ , Section/Town/Range/Map No: 1 vo , L 28.30.18.1489 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER p.N'fs CAPACITY STATION BS HI FS ELEV. r Septic =A. 7 Benchmark iti 0 Pg."4-- Pit<" 5 /066 1 Resin ( Alt. BM �)I l ,,,,,,# ✓ ' 3itt 1 v✓ w ,5 Aeration Bldg.Sewer J 77 6110 ,3) Holding St/Ht Inlet 1/. 3 q 535 St/Ht Outlet 5 �� g TANK SETBACK INFORMATION 0 U TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt-kflet Septic AyA Z-7 501 35 1,4 Dosing A6,17(AdoCS Header/Man. 2- 951 (r, Aeration Dist. Pipe 8 2 Q5 , c.0 Holding ---------- Bot.System (J/ /5 `Z-i, 1/4-,5•61/..._R — Final Grade dv PUMP/SIPHON INFORMATION 33 1 M ac De d St Cover /� I �I 1 {5 ,3 A5 M r;./.4A. l ✓- - - 4 3 '1 Model Number l `\� f.Ilki o, of--- 415 101,85 TDH (Lift Friction Loss , -m Head TDH Ft Fo emain Len. • Dia. Dist.to We SOIL ABSORPTION SYSTEM • BED/TRENCH Width `I / 'Length( (. r jNo.Of Trenches PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth - DIMENSIONS /J1 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacture/ii /�lira d--r INFORMATION A CHAMBER OR �( l�L l/f� Typg Qf SyStgrr}-O 0 1 z/ L er /� i 11- UNIT Model Numbe a/ L_ 6/5 7, DISTRIBUTION SYSTEM w►, flJ l it its sbill Header/Manifold // Distribution x Hole Size x Hole Spacing Vent toCAir Intake /�� Length Ib/ Dia I Length Dia spacing ` J� t�""--� SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over (((11��� Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center LI 01 1 Bed/Trench Edges Topsoil --- es No es No 1 y J COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1: 3 / (ie / (5 Inspection#2:,Y / 27// Location: 1319 116th Street New Richmond,WI 54017(SW 1/4 SE 1/4 28 T3ON R18W) Richmond Acres�a /Lot 7 Parcel No: 28.30.18.1489 1.)Alt BM Description= F►A v 6`) '` C� w a— iocha O 2.)Bldg sewer length= 27 ' AO W` -amount of cover= / 7 4. e ..t .. Plan revision Required? A Yes /No ���] /5 4 IIb2J r Use other side for additional information. / /_ --— , Date r epctor's Signat re Cert.No. SBD-6710(R.3/97) PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SW 1/4 SE 1/4S 28 /T 30 N/R 18 W TOWN Richmond COUNTY ST.CROIX SYSTEM ELEVATION 94.5/94.4 5.5' below grade 1/17/15 3 BEDROOM DATE CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 BENCHMARK V.R.P. Base of 2" pipe ASSUME ELEVATION 100' Filter BEAR Filter f ( I BOREHOLE O WELL *H.R.'s. Same as Benchmark All piping shall be SDR 30/34,within 10' of tank,piping shall be Schedule 40. Well Scale = 1 /411 = 1 0' 40' I II Property Line 100' 20' B-2 � Sands dive towards the 90' B-1 east side of the boring, 2-3' X 66' cells with>3' spacing keep system west! Vents OI- 20' 0% Slope D' 45' B-3 ST 30' V Pro 3 Bedroom P F � . House 116th St. k County e4I Safety and Buildings Division l D :. 201 W.Washington Ave.,P.O.Box 7152 Sanitary Permit Number(t be filled in by Co.) k r y JXN 'j 4 ,`, 'j Madison,W1 53707-7162 a i y ciffi t Application Stale Transaction Num I In accordance with SPS 383.21(2),Wis,Adra Code,submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing address) ' the Department of Safety and Professional Servies. Personal information you provide may be used for secondary 2urposes in accordance with the Privacy Law,s.15.04 1 m,Stars, � 131 Q �,4/� I. Application Information-Please Print All ation // , Property Owner's Name Parcel# Oo26^/ "U7 Property Owners Mail dress Property Location ee6 v rT ( Govt Lot / G� City,State Zip Code Phone Number C J � �� , lion II.T pe of Building(check all that apply) Lot T N; R�JE ow 2 2 Family Dwelling-Number of Bedroo V Subdivis/ion N e � C� ❑Pub[ic/Public/Commercial-Describe LJse ale Block U ❑City of D State Owned-Describe Use CSM Number ❑Village of _ 2 G,--�16 I&f-((v c sz- own of III.Type of Permit: (Check onl one box online A. Complete line B if applicable) A D New System ❑ stem Replacement System y ❑Treatment/Holding Tank Replacement Only �D Other Modification to Existing System(explain) B- D Permit Renewal ❑Permit Revision I D Change of Plumber D Permit Transfer to New ' List Previous Permit Number and Date Issued Before Expiration Owner. N T ofPOWTS S stem/Com onent/Device: Check all that apply) -Pressurized In-Ground D Pressurized In-Ground D At-Grade D Mound>24 in_of suitable soil D Mound<24 in.of suitable soil ❑Holding Tank- Dispersal Component(explain) ❑Pretreatment Device(explain) V.Dis ersal/Treat ent Area Information: Design Flow(gpd) Design Soil Application Rate(gp f) Dispersal Area Required{sf) Dispersal Area Proposed System Elevatio VL Tank Info Capacity in Total #of Manufactu Gallons Gallons Units New Tanks Ex=n 8 s Tank l m J :z r7 Septic or Holding Tank -. Dosing Chamber ' VII.Responsibility Statement-I,the undersigned,assum onsibility for installation of the POWTS shown on the attached plans. Plumber's Name(Print) Plumber' ature MP/MPRS Number Business Phone Nwnber Plumber's Address(Street,City,State,Zip Code) t VIII.County/De apartment Use Only Approv ❑Disappro ved Permit Fee Dat Issued Issuing. ent Signature S ven Reason for Denial 475- I 27i J DL ConditiStlfsSo WPYY asons for Disapproval I. Septic tank,effluent frfterarid' dispersal cell must all be services/naaintalned as per management plan provided by plumber. ,0quireMe,nts must bs lr►aint8ltfed, as to aoN�Tecodi3/ordiriai>ces. Attach to complete plans for the system and submit to the County only on paper not less that R 1/2 1 11 inches in size SBD-6398(R. 11/11) Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 1/17/15 Owner: Oevering Homes Location: SW 1/4 SE 1/4 S28 T30N,R18 Lot 7 Richmond Acres Richmond Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-6. Maintanance and Contingency Plan 7. Filter Specifications Sheet Signature License n ber#226900 PLOT PLAN PROJECT Oeverino Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SW 1/4 SE 1/4S 28 /T 30 N/R 18 W TOWN Richmond COUNTY ST.CROIX SYSTEM ELEVATION 94.5/94.4 5.5' below grade DATE 1/17/15 BEDROOM 3 CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 BENCHMARK V.R.P. Base of 2" pipe ASSUME ELEVATION 100° Filter BEAR Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark All piping shall be SDR 30/34, within 10' of tank,piping shall be Schedule 40. Well Scale = 1 /4" = 10' 40' Property Line V, 100' IN 20' B-2 Sands dive towards the 90' B-1 east side of the boring, 2-3' X 66' cells with>3' spacing keep system west! Vents 20' 0% Slope 45' B-3 S 30' Pro 3 Bedroom P x House ri 116th St. PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SW 114 SE 1/4S 28 /T 30 N/R 18 W TOWN Richmond COUNTY ST.CROIX SYSTEM ELEVATION 94.5/94.4 5.5' below grade 1/17/15 BEDROOM 3 DATE CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 BENCHMARK V.R.P. Base of 2" pipe ASSUME ELEVATION 100' Filter BEAR Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark All piping shall be SDR 30/34,within 10' of tank,piping shall be Schedule 40. Well Scale = 1 /4" = 10' 40' Property Line V, 100' 20' Sands dive towards the B-2 90' B-1 east side of the boring, , keep system west! Vents 2-3 X 66 cells with>3 spacing o-�- 20' 0% Slope 45' B-3 S 30' IF Pro 3 Bedroom House 116th St. Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6ft^2 pair of end plates To be >1' above grade Finish grade elevation _ / Typical Installation � 100' /� Grade Vent Avent 4'f X30/34 Septic Tank 3 " 5' S' Long 1 3691 Grade at System Elevation Grade at System Elevation Spacing 5' 2-3' X66 ' Cells Same on other end Observation tubeNent At end of cell A 16 chambers per cell B System elevations: A_94.5' B 94.4' ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM S Owner/Buyer_ Mailing Address_,Zly 3 to/-'2x0y"';2 Property Address (Verification required from Planning&Zoning Department for new construction.) City/State Parcel Identification Number LEGAL F1R1QV1Qyvrirr"i Property Location-S LO' 1, :5F— V4, Sec. T -30 N R-./fW, Town of Subdivision 7 JIA 4e�nx Lot# Certified Survey Map# -------- Volume Page# Warranty Deed# Volume Spec house(gs no;) Page# Lot lines identifiable (9 no SYSTEM iVIAINTENAN CE AND OWNER CERTIFICATION Improper use and maintenance of your septic t in its Premature failure to handle wastes. , maintenance consists of'punipins out the septic tank every three Years or system could resul Proper 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 Worum. 83.52(1)and in Chapter 12-St.Croix County sanitary ordinance. The Property owner agrees to submit to St Croix Owner and by a waster plumber,journeyman plunibe County Planning&Zoning Department a certification form,signed by the wastewater disposal system is in Proper operating condition and/or(2) r,restricted plumber or a licensed pun4vz verif�ing that(1)the on-site after inspection and pumping(if necessary),the septic tank is less than 1/3 full of sludge. "we,the undersigned have read the above requi Standards set forth,herein,as set by the I)epartment Of Commerce and agree to maintain the Private sewage disposal system with the 01nmerce and the Department of Natural Resources,,State Of Wisconsin. Certification stating that your septic system has b maintained must be completed and returned to the st ZA)uing Department within 30 days of the three been Croix County planning& Year expiration date. I/we certify that all statements OR this form are true to the best of my/our Property described above,by virtue of knowledge. I/we am/are the owner(s)of the Number of bedrooms,3 a deed recorded in Register of Deeds Office. �OF.APPLICANT(S) DA y ***Any formation that is misrepresented may result in the sanitary permit being revoked by the Planning&Zoning Department. fnelude with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey nap if reference is made in the warranty deed, (REV.08/05) POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner peJ e f)iA � Tank Manufacturer:llk4aloff ❑ NA Permit# Septic ❑ Dose ❑ Holding Volume/orro (gal) DESIGN PARAMETERS Tank Manufacturer: Number of Bedrooms: 3 ❑ NA ❑ Septic ❑ Dose ❑ Holding Volume. (gal) Number of Public Facility Units: &NA Vertical Distance Tank Bottom(s)to Service Pad, (n) Horizontal Distance Tanks to Service Pad: ' " /� n Estimated(average)Flow: al/da ( ) // (ft) c g ). 3 v� cs » Design k Flow= estimated x 1.5: Specific servicing mechanics must be provided if vertical is>15 feet or 9 (peak) ( ) (gai/day) if horizontal Is>150 feet. Speclflc Instructions to be provided on back. In Situ Soil Application Rate: (galidaye) Effluent Filter Manufacturer: 44�W/L ❑NA Standard(Domestic)Influent/Effluent Monthly average Effluent Filter Model: Fats,Oil&Grease (FOG) s30 mg/L Pump Manufacturer: Biochemical Oxygen Demand (BODS) 5220 mg/L ❑ NA 7@.NA Total Suspended Solids SS 5150 mg/L Pump Model: High Strength InfluenUEffluent Monthly average Pretreatment Unit (FOG) >30 mg/L 01 Manufacturer >220 m (Tss) >150 mg A ❑Mechanical Aeration ❑Peat Filter A ❑Disinfection ❑Wetland Pretreated Effluent Monthly average ❑Sand/Gravel Finer ❑Other. (GODS) 530 mg/L Soil Absorption System (TSS) 00 mg/L �NNA Fecal Colnorm(geometric mean) 510` Ground(gravity) ❑In-Ground(pressure) ❑ NA Maximum Effluent Particle Size X in dia. -O*A 11 riGrade ❑Mound [I D Drip-Line ❑Other: Other: r*A Other: ❑ NA MAINTENANCE SCHEDULE /� Service Event Service Frequency Pump out contents of tank(s) hen combined sludge and scum equals one-third OS)of tank volume [TWhen the high water alarm is activated Inspect condition of tank(s) At least once every: ❑month(s) (Maximum 3 years) ❑ NA ear(s) Inspect dispersal cell(s) At least once every: __:I month(s)earls) (Maximum 3 years) El NA Clean effluent filter At least once every: ❑month(s) NA , ear(s) Inspect pump,pump controls&alarm At least once every: ❑month(s) NA ❑year(s) Flush laterals and pressure test At least once every:. month(s) NA ❑yea0s) Other: At least once every: ❑month(s) NA ❑year(s) Other: ❑ A MAINTENANCE INSTRUCTIONS Inspections of tanks and soil absorption systems shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer or Septage Servicing Operator (pumper). Tank inspections must include a visual inspection of the tank(s)to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The soil absorption system 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 scum in any treatment tank equals one-third(X)or more of the tank volume,the entire contents of the tank shall be removed by a Septage Servicing Operator (pumper)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<_12 months,shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 30 days of completion of any service event. GMW-005(02105) Page of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals or sediment that may impede the treatment process and/or damage the soil absorption system. If high concentrations are detected have the contents of the tank(s)removed by a Septage Servicing Operator(pumper)prior to use. Pump tanks may fill above normal highwater levels prior to startup or due to pump failures. Start up or restoration of power under these conditions is not recommended,as the excess wastewater will bwdischarged to the soil absorption system in one large dose causing an overload that may result in the backup or surface discharge of effluent and damage to the system. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator(pumper)prior to restoring power to-the pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls until normal effluent levels are restored within the pump tank. System start up shall not occur when soil conditions are frozen at the infiltrative surface. Do not drive or park vehicles over tanks or the soil absorption system. 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 treatment tanks and soil absorption system: acids, antibiotics, baby wipes, cigarettelbutts, condoms, cotton swabs, degreasers, dental floss, diapers, disinfectants, fats, foundation drain (sump pump) discharge, fruit and vegetable peelings, gasoline, greases, herbicides, meat scraps,medications,oils,painting products, pesticides,sani4ry napkins,solvents,tampons,and water softener brine discharge. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safety abandoned in compliance with s. Comm 83.33,Wisconsin Administrative Code: • All piping to tanks,pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator(pumper). • 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 fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: �6 A-suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should 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 rules in effect at the time of their permit issuance. ❑ A suitable replacement area is not available due to setback and/or soil limitations. If the soil absorption system cannot be rehabilitated and barring advances in POWTS technology,a holding tank may be installed as a last resort. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. WARNING TREATMENT TANKS, PUMP TANKS, AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES OR LACK SUFFICIENT OXYGEN TO SUSTAIN LIFE. NEVER ENTER ANY TANK UNDER ANY CIRCUMSTANCE. DEATH MAY RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK MAY NOT BE POSSIBLE ADDITIONAL INSTRUCTIONS: POWTS INSTALLER POWTS MAINTAINER. Name r, urn Name CLUA/ Phone S Phone 1_//�/ SEPTAGE SERVICING OPERATO PUMPER LOCAL REGULATORY AUTHORITY Name '"]' Y17 Names/, �•9l Phone '� ) J Jz j Phone This document was drafted by the staffs of the Green Lake, Marquette and Waushara County POWTS regulatory agencies in compliance with sections Comm 83.22(2)(b)(1)(dA(f)and 83.54(1),(2)&(3),Wisconsin Administrative Code. - y FILTER CARTRIDGE INSTRUCTIONS Installation STEP I Dry fit the filter case onto the end of the outlet pipe to ensure it is centered under the access opening. If not, then either insert more pipe into the tank through the outlet or solvent weld (glue) additional pipe onto the outlet pipe. STEP 2 While the case is still dry fitted on the outlet pipe, measure the length of 3/4-inch pipe needed to brace the filter to the tank end wall if utilizing the optional supplemental side support. If side support method is not utilized, proceed to step four. STEP 3 For installations utilizing the optional supplemental side support: solvent weld the 3/4-inch pipe onto the filter case. If side support method is not utilized, proceed to step four. STEP 4 Solvent weld the filter case onto the outlet pipe. Insert the filter cartridge into the case, pressing down until the filter locks into the bottom of the case. STEP 5 If a VRS switch is utilized: insert into the filter and lock by turning clockwise 900. _ Maintenance 1. The effluent filter should be cleaned every time the septic tank is •,�� ,,-.� �� � - serviced. 2. Open the outlet access opening to inspect the tank and filter. Il�rrl r'hpi s 3. Pump the septic tank completely, making sure to remove the sludge layer on the bottom of the tank and not just the scum and effluent. 4. Once the effluent level has been lowered below the invert of the outlet pipe, firmly pull up on the filter handle to dislodge the cartridge from the case. ± 5. Slide the cartridge up and out of the case for cleaning. 6. If a VRS switch connected to an alarm is present, the switch 4i should be removed by turning counterclockwise 900 and cleaned with water only. F 7. While holding the cartridge on its side (large flat surface facing �. down) over the access opening, rinse off the cartridge with water only, making sure all septage material is rinsed back into the tank. 8. If VRS switch is utilized, replace by inserting into filter and turning clockwise 90°. 9. Insert the filter cartridge back into the case, pressing down until r� the filter locks into the bottom of the case. 10.Replace and secure the access opening on the tank. BEAR ONSITEr"FILTER CARTRIDGE-FIVE-YEAR LIMITED WARRANTY Bea' 'nslte file ca'lroge5 are'r:a.ra'ri EC is il, .'2e o'deft a=it rnaienal fo!five _ __ars .� _ i•r ton',,Mt, pur-Chase. BEAR ONSITEr"filter Case-Lifetime Limited warranty Eta "rn5rtr.wa,rants tne•filter ile`ree.1 or,e,-_* r. ,di.eTlo an ..,.:Kr:,a:5Ilr Gvrm,;•lOr Ma' .uQ Or)Qr:'�a'.PLrCRLSe,,':P(rts the oroduct. ?` e.. ,$l3w ,.t rlorrna)us°..Bea'-CJr:slle V I, ... tt _I__:'O*'., _✓a,r, o,!ie a r?Picacemenr[;art a,oroju-,.+. ..ke aPUfGC°'�C2 a(".ji:s:'12'li.Jamacle t'd procu: b4 d�CICt+::. ri�5.;5e,0: abusE 15 n0:'.CS.:ered n- : ,.a or c;al'u o..result,,,^,c f•om;rrdts not�:S,c;,!_.:,ope a.r,.;. nr��ta!aec r :a with instru_tlon , ,! rd+ u " -.o.0 tne'":arra,,,,p,-.,a'of purchase+:nnoina sale_ be provu;ec to 5e_r unite Witt:all m'arTa:'ty .,air,, �:nsrte!s'r, aspor��b�e ra iaoar charges:r� �.,',a..t!a:aes_. nszaliato.,o. lnef riuder:ai or _,,,ra nucntal cass. En ne cven'stall the hab!fitV of Elea!=Onsite cx�ef c ttr ourrnase price of the proauc*. Z 1 U acres...................... 91,514 sq. ft. o A m 1.90 acres .62 acres 82,75J sq. ft. `'ry �° N89.50'27•E 478.27' 659 sq. ft. / =rye 8 .......... N '~ 'N..... 2.24 acres '............... .A' / 97,480 sq. ft. Ct 14-84 242.48' t' W =22 - S82'42'38'W � i Cn w DA P/Aa�.._____. - N89'50'27°E 524.70' W M i!7yiAC 242.48 •� 17 acres o t a 94,407 sq. ft. N3 LA �' �..... i... \ ° u i m� , m "•, N89'50'27'E 468.85' j \ w w W 1.96 acres p 1.74 ccres , CP. 0 85,178 sq. ft. 1.94 acres 5,741 sq. ft. ^' ,•C' 1 84,691 sq. ft o i C o �I • • Iu I b rn Ln z Iti N89'50'27°E 283.65' o °o 1ati 09 0 0 : N89'50'27°E 435.60' �s6 d/ rn m I 0. — 1.89 acres p u 1.96 acres ') N N I° 82,228 sq. ft. j 85,398 sq. ft. 1 DOCUMENT NO. STATE BAR OF WISCONSIN FORM 1-2003 8 2 4 0 9 9 0 WARRANTY DEED Tx:4197210 998137 THIS DEED,made between Richmond Acres,LLC,a Wisconsin limited BETH PABST liability company("Grantor"whether one or more)conveys and warrants to REGISTER OF DEEDS Oevering Homes LLC,a Wisconsin limited liability company ("Grantee", ST. CROIX CO., WI whether one or more),the following described real estate in ST CROIX County, 07/03/2014 09.57 AM State of Wisconsin: EXEMPT#: NA Parcel 1: REC FEE: 30.00 TRANS FEE: 825.00 Lot 7,11,17, 18,25,26,27,31,34,37,40,41,44,45 and 49,Plat of PAGES: 2 Rich nd Acres in the Town of Richmond,St.Croix County,Wisconsin. RETURN TO St.Croix County Abstract&Title Co.Inc. 219 S.Knowles Avenue New Richmond,WI 54017 Tax Parcel No: see attached This is not homestead property Exception to warranties: Municipal and zoning ordinances and agreements entered under them,recorded easements for the distribution of utility and municipal services,recorded building and use restrictions and covenants,and further except 2014 real estate taxes. Dated this 27th day of June,2014. Richmond Acres,VC,a Wisconsin limited liability company By:JeVey4PWhIiams,managing member AUTHENTICATION ACKNOWLEDGMENT Signatures authenticated this day of STATE OF WISCONSIN 20_ 1 COUNTY OF ST CROIX ss. * TITLE:MEMBER STATE BAR OF WISCONSIN Personally came before me this 27th day of June,2014,the above (If not, named Richmond Acres,LLC,a Wisconsin limited liability authorized by§706.06,Wis.Slats.) company,by Jeffrey S.Williams,managing member to me known to be the person(s)who executed the foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Ayxx::�e l t/4WD L/�"" "�►� Robert L.Loberg/Loberg Law Office * k-,4 �A t v W ��.1..•� 1"'^ Notary Public St.Croix County,Wis. �;. , G ?/S ., 1417332/alm j�'Q O / My Commission is permanent. (If not,;'s tee p�r4tion?dati`� (Signatures may be authenticated or acknowledged. Both are ) +' / 0 6 c, not necessary.) C2 L'c ;(-7 un' PUBL1 C. *Names of persons signing in any capacity ty should be typed or printed below their signatures. ��. WARRANTY DEED Form No.1-2003 St. Croix County 998137 Page 1 of 2 i Legal Description: Lots 7, 11, 17, 18, 25, 26, 27, 31, 34, 37,40, 41, 44, 45 and 49, Plat of Richmond Acres in the Town of Richmond, St. Croix County, Wisconsin. Tax Id Numbers: 026-1294-07-000 026-1294-11-000 026-1294-17-000 026-1294-18-000 026-1294-25-000 026-1294-26-000 026-1294-27-000 026-1294-31-000 026-1294-34-000 026-1294-37-000 026-1294-40-000 026-1294-41-000 026-1294-44-000 026-1294-45-000 026-1294-49-000 St. Croix County 998137 Page 2 of 2 1 3 JJ Q W � 0 w as LU� CL co I I ! j I I I g y s I 1 17 —I I I N I Ld z `------- ao x § = n El ID — k zA 1 j+�-o o- --- ' I __ � 1 � Ip a.mn rnMaeave i I $ % n ----- K 1 irjl RY �__—_—_---_—�-- tr tr I pA � 1 III Y f vaiaaoum+n � ami.ownrrvn � .. . I III 1 ! N I 1 I ®® 8B �� ,I I ilmalunu�� � - � � IIIiiIIIilBlll IIII � � , �a111 ����� X1111111 e NMI sew NMI � 1i111��m�aa�t 3� IIC l .:4 , qm#7F �RNitnitllhul���[ nn"'® I �i1t11L111111111{�'t'; e VIII I� MIMI � t Till 0 �0 1 e •MI a .M., �� o YI I ki� I,- ---------------------- _ I I I i I I _ g — ---------- I I 4 II 1 i I 6 I I 1 I .v�r�s a-.Il a-..� I xaa I I a$ I.• I § y�$$ ; I p 1 I IR�l•�� II �q5 __ e F I I M1 rl c I I I I r e I r l It f o 1 1 Ir- I F 1 I ___ ___I b 1 _________ < I AN � �a sY Property Owner_ Parcel ID# Page of ® Bonng# ❑ Boring 9 Pit Ground surface elev.�f�.J ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence I Boundary Roots GPDIff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 —)Z 10wr ah, 5 a G 6 4 Z- 2- .; �^ F-1 Boring# ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate :'A-� 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 F-1 Boring# Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil ication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Effluent#1 =BODS>30<220 mg/L and TSS>30 1150 mg/_ 'Effluent#2=BODS 130 mgft.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. SBD-9330(R.W00) t Wisconsin Department of Commerce SOIL EVALUATION RE�bR7 -Y Page of Division of Safety and Buildings ) in accordance with Comm 85,Wis. Adm. Code L 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. 0 9 6 —, 44y' �7-omj Please print all information. Revie by Dat Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ZL S Property Owner, ( Property Location C�fL J P Jn Govt.Lot 1/45/ 1/4 ST �0 N R J E( W Property Owner's Mailing ddr Lot# Block# Subd. /1133 C'Pf,,.� �u . /� v City State, Zip Code Phone Number ❑City ❑VI ge T Nearest Ro d Construction UspNtl esidential/Number of bedrooms Code derived design flow rate GPD C3 Replacement ❑ Pu lic r commercial-Describe: Parent material_DL< , :cJC Flood Plain elevation if applicable 1/l ft. General comments 55 *3tO pl&L4/ I and recommendations: System Type eozyu System Elevation < < ' � / (' F-il Boring# Boring ,�r� ® pit Ground surface elev. Z69 0 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Endary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 v z / v yS- �� �S �� Al . S V Ong# C] Boring a Pit Ground surface elev. n. Depth to limiting factor 9 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 C/ Al S i Effluent#1 =BOD,>30!5 220 mg/L and TSS>30<150 'Effluent#2=BOD,<30 mg/L and TSS<30 mg/L CST Name(Please Print) nature CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54 — 715-246-4516 Property Owner Parcel ID# Page of © Boring# ❑ Boring d Pit Ground surface eiev.fV - ft. Depth to limiting factor in. Soil iced ate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDIff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 -)Z U F 3/L l . 6 // v Z -57 e 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 GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 I 'Eff#2 F-1 Boring# O Boring❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon -)epth Dominant Color Redox Description_ Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 Effluent#1 =BOD,>30<220 mg1L and TSS>30<150 mgA. •Effluent#2=BOD,<30 ffKA and TSS<30 mg& 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. sen4330(R.6=) Soil Test Plot Plan ' Project Name Oevering Homes Shaun d Address 1433 Cernohous Ave Suite A New Richmond Wi 54017 C #226900 Lot 7 Subdivision Richmond Acres Date /17/15 S W 1/4 SE 1/4S 28 T 30 N/R 18 W Township Richmond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Grade at 2" pipe System Elevation 94.5/94.4 *HRpSameasBenchmark Well Scale is F = 40' unless otherwise 40' Property noted Line 100' 20' B-2 Sands dive towards the 90' B-1 east side of the boring, keep system west! 0% Slope EIA 45' B-3 116th St. A �• Property Owner_Gera Ids . Sm Ak Parcel ID# Page C_of_ P Boring# E] Boring �c 1-1-31 Pit Ground surface elev.LDI ft. Depth to limiting factor 105 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 3-ao ,5Y�Y/ S C I f5,LvI4 PAf Fsb�t L,v r v F ,-7 1 . L,, `! 31-5- 7.5YR51 Y I , (o 5 -los a7'P-(-f Y ----- p-5 wi L !n Vol 17 Boring# ❑ Boring — ❑ Pit Ground surface elev.______ft. Depth to limiting factor_ in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 F-1 Boring# ❑ Pit Boring ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Effluent#1 =BODS>30 1220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330(R.6I00) •H M Wisconsin Department of Commerce '1 ; EVALUATION REPORT Page of Division of Safety and Buildings I ith Comm 85,Wis. Adm. Code County 151� C Attach complete site plan on paper not less than 8 1/2 Fpo!nt o Plan mutt include,but not limited to:vertical and horizontal refere � Parcel I.D.percent slo pe,scale or dimensions,north arrow,and to roadPlease print all Inform ) Re ewed b Date Personal information you provide may be used for secondary pa6's.15.�6drr� 5m)). � 0 Property Owner c ((� ST.CR01 136c TY ratio Ge ro . J M f i k ZONIN (WO1(4t?t S 1/4rjG 1/4 S a� T3(� N R E(or Property Owner's Mailing Add re Lot# o Subd. Name or CSM# Ii/ too e. NW at o F KichmowAL, Acres City State Zip Code Phone Number ❑City ❑Village ®Town Nearest RQad� FIK R.V0R KIN 30 ( $ iO.hrn IIIoT(("� ($ New Construction Use: Residential/Number of bedrooms Code derived design flow rate S GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Q�rt_uJ 4S : Flood Plain e)evation if applicable T A _ _ ft. General comments =S v�JfJ d S'f' -'�f dha��5 1F0 t- d A0 t-k +L and recommendations: -T T.4 (9!0.-11' ) V N ` , (97.t.7'� $'►-}e,l: -�.� c9�.3s°, s ���a; t.s c9�.3�•� o w &ne 6/ 5 Boring � a,,p TtU / � Boring# 54 Pit _L0_;_-3j 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 O-) loyp,31.1 T It) 20 7.S yjZL4jl,, -- b r w • SO-7 Id !0 65 -s m L c,.j 7o R� CIA �.s Yrz (,a Fos a�Fs 771 1 [] Boring Boring# n GYy1'r2 a4- ® R Pit Ground surface elev._J 4.O' 1 ft. Depth to limiting factor s 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. I 'Eff#1 I 'Eff#2 1- 0-S IQWjiR ----- L a E r a w OF . . 6 (' 3 2 F T ,- G W r lie-a 10 5/4 L F b cw r tf hit �lcaa� � W1�i C_'o • Of '5 30 2C TSY9.4/le SL I r' ,6 k w Fv, 6 . 7 dh 'Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L Effluent =BOD _30 mg/L an SS<30 mg/L ' T Name(Please P Signature CST Number qj Axx I 017rV a Y Date Evaluation Conducted Telephone Number rib W'(6y ,r � U-):L 7 3-cis `l is ay8 358s S��a6 " k-u 't 4-101 h d v T AS,C-70T rq s � r _ r6 o -- 2 c6 L Lu Lo oo v Qp HUU-i2e-200✓ 11:43 FROM:JEO CONSULTING GROUP 715-246-3630 70:2487839 P.001/OO1 PRELIMINARY PLAT OF RICHMOND ACRE, H to C OUl FIX11 twvl.'N h part P1 Pw K"mmt tN ad ter S fA w 114 of SWAw A Ta.'r+NV 10 Nuts M_,es 111.4 at Aw.11wat a/d.fa LbJ1tA IIAUNOAiRt e�Hue6A>A +to' �'. .,�. r•.�wry µhe �ALr, t .,�!' " � .r.•Y.•�.t•, "K'.1^��.• ,A'• ,.1ti�21,��-�rcr,^'n0•.. .R._ .- '`P 4�, J. �,,,. Op r,,, .,.�-.,��,•� �. I ....,Iva ... ., v1.V _.,� �. �., �/V! I • I r �._i ; rn .6il+vgW -X.••'d1 1 (�JI i n6•A, .wu • '1 or fm ma �• ! , p be A& Illctr°l'1y D C, ►9S� \ .A, • 4-j `� w.l tl9 All ! ..�..,rw...-,. � ;,�"r ylir _�� r�aA.....y�„ �_-�`"•.;, or 1 ,�,tl Ae ' '�.•' ' •��•��`'4:, t,..,�.,K r /�.�,� ..r.;,,, t t 41�" ••.`�� 131 t e. 4'0 c • ?'4444U�UUN, > A / Lam, �.VVV'a,• „ ``\ �., ,l� / 1`F G$ Via' JfO C4A• Al Let wrw„ / I `� ` \,'�•� `L�` �. •...� 'ii.''+..ti_^.;� t Ttr N4A• �p a+ r t . \�'•.�'l�+ai~r+n• 1- f-M1 \ L. '` .., 119 d, An�� ''+'``•-"�•`•,��'1•i&�",,,�. �. '�L ,�.. RR49LrAi& the. � * � \ ,•'"•.y`° L`�'`� R•51,5'a01N. -_mil / r,:r2�`�.r.�� iy� I r ••Pa if cores A. A, .6. A 1 ' K�i4 Ll.'B670VH 7.It ,'!f33 r \ 1 ! x ry wre r' Elf a 1 Y,�E Get s -��r eaond4" / a 9 aavt 1 jA4 sere , / ` -, ! N�a ✓ j c1!' _ �i/� F 86 roses L �• :wlr, 4.6 f ^• "b-- +x' 1 ~ uta 7.79 °cros 1.74 nuts 1 1u 1.94 irt+s / _� /:�1J Peres µpa. p � b` ti �� I µati t..o a"n. ktl �.aaat.6, N6A 1� ' .k ' ,P, 'd;gso S,kB.N ' .N Nrt tl `,.✓I i.�' rw>, '` Te< �,'`- {,1e' 1 S' _ r ...., a.. ! ••'t�._ 1,A6 acro5 'ti..�l It II t ""' CG I '1 tlJ pews 14 .'1'x?pJ• it PWIX 1 /'•�J 1 �dSPI / f7'"�"-- , ` Rr1 e?.lLl�r�•-Afm7,�y-',P;+�yda ";3'w'.r'd' ouWr a�+, - ,.... ,t/<. �''�nl. ¢Li 1 •t:.t[ n e. 14 P+ %_.,r~• "11 oc{ea � g / Ke A, ueu ''fQ•% f— . i' V� mSA� -"`..�✓ Aai raw Na1V 1,4M`M Val.nrrl 'u� tAN#rw ` / ry \ • N ulNYe ".llra" tlJ.. a t4 N t•nn rw .w r a d .ru..a.1111 rrlyr /' �f"' A I a e6yw wn 4Mwl�tare• '"p 1 MM LNr n�YN1.rd Y 1( WPa ae � .r• �L ••.• .• (LaP MN l�a�„ I �i.Y1 Me i•MVn.+w • �(,.�'. � I W 41 d 7 tl actµ.w u wo m ,�• _ ( t ••,�.T rt wulw a..11..,�.wu d+ e •nitw daw uew ;L -•. r;ti- '„r' � I C � i r I ---•._e.1.lvarinul�M I +�+awr.ntwr,nawm J '� tQQ,,,�..r' r I•�" i � 1 4µt1 �4� •. _ •_rr.w r.r lwAa. .r.00lete IiCt S. ,L,� / 9.95 acre 1 �"'•�' fix:ln{T..tM NLYIK /1 WA P: "1 Q OCfBS.J` 1ty�,y� • -. ,,AA. k7 ey �'11 QE a Ir I tw rrn r+a4•.xrrw aul.pw Me�pt�a�wu Pli rwwtu lf4f. ,rit1 -.I —r• Vt�l I 1 '� '� — wl a1 ew t�� I r wa ��n'i"n I YP ft. p u,..1. Vim.as'Z-=4 s a w w. Y✓ J 1 � Nr+. w111YL r; I- r / ! I r•A� f,,�, , 1�'16aq tY�1ECt ( saVal 1/�417RMa' Y .,! � L...�-�' --LL to 1 •IIr4 1. "N;. ' au, wv� 5 YI wl '-• �� •'t I Ietl W�aJY Ia a1.t�..�V�IY 1 t'l7r _,•�Y M-•.'� -•i. ,TUpW..• 44 r•ler un 1Wnr Art A --. Y' iAM7J".W.-<.•J'1 •��•. 1�••�11,i'rlw[I,R�+w. .M !" �.".�.�rw I r"' ^"l_-1."(__••'•"._w.SaVel tlV MnFSVp wI � I �(. t M cfS,ulvn0 BCA11C 1 tlumr tyyy•�t1µrnq•w as p a.w.rut m FItY a,l'MdVL 1!a u A V.1 MY iwwl a SM IT'YI.+! R P•R iilw�lr. diw wwrn w.WN'w011+1:1...o a,durw lwV a...rr ww y � N 1M fxr a Inr�N MMo MI'• . .e1 AYrr eavcrrrwP t rcu 1 '�.G I flttlp lFkMAMwIAy INRrPrA'tl9rfONAF1pt aafan7ul mnArit ,wr.Iwa T'1' { I•I^f � F7+f5r1'dG ' RAWt6A!^�BIY� J'�.,P.'a'.i::.2___ �e K ,I - - -- - `� - - � o 77 %N Ljj qd 4 4 � — - -- — -- a �T o.o y ) L ,� •T I \ x� m \ _ z E a _ < theest Came($ecLon, , v o � 28-30-18(Found , m m Aluminum n Y ) % C t F U CUF✓EI I a C N f - I - ..._...�...��� AWA T V_L r.rin XX X mx s� a p \ y Y, - Q a p Cp� O u m o o c .N I2„ �I �, I •t �-' \� 2N •} l!lIb,t�_ L7� .r�;.��.•r I` E n off: O a• `\. � \ ! �. woo° O �i A x ... .......... X^ .... g4`I/ 11 — 79 86 1" / ^ '^ x f L m t w I �i' .:� —.20 "97' ft-THS'7AEET 159 x " J 4 q ✓��\ \ / /y r •...y.....:...... ............. . ........... / \ �( 4 1` OI lb O20 P IN �;� d Qo x L � -..... ; \\ CL IP d _N o Q� \... i Z Oa N m (b \ \ d C 8 EO IQ i� MW...� % f��13c?' 1200x 397' a 9 �? x N y % m / /l/�1�`"_'�:�rti vI^\O 1 m p mt O .•t \r U��° WN«p W JZO OO�T W�>O< uS<���NFa-U m p NM.,. ~yWJ<j \ I I Z"11 O<$ i W 3><�3:Q,�. C;C Z T x % V 473' 7 i III J VJ~ I �I K W ZW W 3 < --f /O \ y ` t OS i, u arcrc <a? v°O«c�il<I' omi iF a$� I LT1� 3oze< K J l:. ;^I- ` �,�. •1 (�`^x O'.`., I(n g�d0oi'mz Eom d . . — `.,.��. . — . . l�P. — . .� . . _ —Oi0 �l — . . — . . — . . — . . W . . igJ nr=�p. :92 H 4 v I 1207H STREET ��zz5 a O x ^• x WI j za§j z N w - a cW,W� ,o 9.a p I z '^z 4i > o i 2 O t1� Px ~` I 3 W m m z3 z 7 .§86%.d O Z z N F c z �¢ All ..'�� `� 377,=-`--.,� ;•�"' ���� �°�<��,� � ic ymi l.9 �a �1� � �l` td5"-•'`� \�`----.ter-%-/� �� '���'����i ���' E¢� m �' f % 1\ N %a fy / O� ����5A to ,Q u0 ., y�, \ � :SO o xa �j Nl n .a °m3 �c5 Z. �0 =Q' hp m N aI ° v E il R5 E o o K Y° O °m c m gw 1 x x -IC s .26 j m o r 7� / W o f m o . O O tmt7 ff 3 W AL xOoUt SV YO a o r°O O 057SD48 10 `W a°w c W lb 0 o l \ 1 ry x � a� 1 N\ # J I m�K U z< z> SCALE 429 ` ( � m;< HoRlz ' W$8 VW2 ar