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HomeMy WebLinkAbout018-2021-24-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT sanitary Permit No: 538830 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: Oeverin Homes LLC, Go Kenneth J. Oeverin Hammond, Town of 018 - 2021 -24 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: 10 GST 08.29.17.1305 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER �`ti'f CAPACITY STATION BS HI FS ELEV. Se p tic Benchmark /4 L) V c e) /bs.3 Dosing /I S / Alt. BM � � • �J � � �• Aeration ,• C L Bldg. Sewer • 1 7, 5L 1 6 2 .1 Holding St/Ht Inlet 7, Q 140 5 TANK SETBACK INFORMATION StJHt Outlet O TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet oJ4-k, Septic '56/ NA- Dt Bottom Dosing 7 AJA g� �� _ Header /Man. �• r / o G -7 Aeration J Dist. Pipe /0(, - 7 • �P Holding Bot. System Z -� /05.7 � PUMP /SIPHON INFORMATION Final Grade Manufacturer I f Q_ Demand St Cover I r �r - etc ra GPM Model Number (7- - ;7- / z. (o TDH Lift Friction Loss System Head TDH Ft Forcemain Length / Dia it Dist. to well /t SOIL ABSORPTION SYSTEM BED/TRENCH Width Length ren es PIT DIMENSIONS No. Of P its Inside Dia. Liquid Depth DIMENSIONS �Ti h �. _ SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION Type Of System CHAMBER OR YP UNIT Model Number: _ Y / (- L / Z / 2 Z /If� \ DISTRIBUTION SYSTEM Naril, Header /Manifold 1 Distribution 1 x Hole Size I x Hole Spacing VenJ,to Air I ake Z P Q�( y ///✓ Length _ Di Pipe(s) a Length Dia Z Spacin SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only a �+ Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Depth Over Center Bed/Trench Edges Topsoil ( Yes No Yes R No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / nspection #2: / / v iz Location: 1023 166th Stree New Richmond, Wl 54017 1/4 SE14 8 T29N R17W) Ha m d Hills Estates Lot 24� Pa rc No: 08.29.17.1305 1.) Alt BM Description = / / V 2.) Bldg sewer length= r�- - amount of cover = /' 7 �/ Oinsepcto z Pla n revision Required? 0 Yes No q Use other side for additional information. Date 4Signate Cert. No. SBD -6710 (R.3/97) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 538830 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, c/o Kenneth J. Oeverin Hammond, Town of 018 - 2021 -24 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 08.29.17.1305 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Ft Bottom Dosing Header /Man. Aeration Dist. Pipe Holding Bot. System Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipes) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes 0 No � Yes FE No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 1023 166th Street New Richmond, WI 54017 (SW 1/4 SE 1/4 8 T29N R1 7W) Hammond Hills Estates Lot 24 Parcel No: 08.29.17.1305 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? ❑ Yes ❑ No Use other side for additional information. Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) IFIE C I EE P AUG 2 5 '0 commerce.wi.gov fir _- County — - ' - - -� -- -- -- /r� , 201 t z ISCOIISII"1 Madison, WI 53707 -7162 S itary Permit umber (to be filled in by Co.) Del2ardnent of Commerce 53_8 Sanitary Permit Application State Transaction Number In accordance with s. Comm. 83.21(2), Wis. Adm. 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 Project Address (if different t mailing submitted to the Department of Commerce. Personal information you provide may be used for secondary purpo in accordance with the Privacy Law, s. 15.04 1 (m), Slats. 62-2 /& I. Application Information — Please Print Al brm / [ J Property Owner's Name J Parcel # P� n „ru•Cd / oZO c �� - aw � Property Owner's Mailing A&kss Property location Ea / 7 Govt. Lot _— City, State Zip Code Phone Number %,, Section II. T e of Building (check all that apply) ABIock 2FamilyDwelling- Number ofBedroo _ / Subdivisio Name itk j� ❑ [ J Public /Commercial - Describe Use 4%0 — El City of - - - - - -- - -- - ❑ State Owned - Describe Use CSM Number ❑ Village of — III. Type 9f Permit: (Check only one box on line A. Complete line B if applicable) A. _ w System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner J IV. Type of POWTS System/Com Ch T I ❑ Non- Pressuri e In d - Ground Pressurized In -Groan rade Mound > 24 in, of suitable soil ❑ M oultd < 24 in. of suitable soil El Holdin T k ❑Other Dispersal Component (expl ) ❑Pretreatment Device (explain) _ — .. V. Dis ersallTr Dis ersal Area uired eat eat Area Information: Design F w (gpd) Design d A plicatio Rate(gpdsf) Re �)� � � q f) Disp al Area Propos (sf) System Elevation VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units B o v New Tanks Existing Tanks 2 A w c7 a Septic or Holding'Pank - - - - - - — Dosing Chamber 3 v l lo V11. Responsibility Statement- I , the undersigned, assume r risibility for installation of the POWTS shown on the attached plans. ' Plumber a� (Print) n Plumber's re MP /MFRS Number Business Phone Number 2, l6''� Plumber's Address (Street, City, State, Zip Code) VIII.-County/ De artment Use Onl Approved Disappro Per r mi_t Fee Datt Issued / Signature _ van Reason fo enial $ __— IX. Condit.•t(tq,gasons for Disapproval 1 Septic ta nk, eftlu$ntfilter an 3 Gp,�,Q'�` „� . d- i�r ilo� AXE– i ti s dispersal Cell must all be services I maintained t Qn as per management plan provided by plumber. e til 2: AS se(book regt#ements must be maintained ' / ,+ as ' code / crdirt WAS. 'd Da �� Orr �t ticc• Attach to complete plans for the system and submit to the County only on paper not less an a I12 x 1 inches in size SBD -6 (R. 01/07) Valid thru 01/09 5) � '�` �� ale Li PLOT PLAN PROJECT Oeverina Homes LLC ADDRESS P.O.Box 179 New Richmond Wi 54017 SW 1/4 SE 1/4S 8 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 105.4' BEDROOM 3 CONVENTIONAL AT -GRADE XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none IL BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100° Filter lE&.T GF10 -8 ❑ BOREHOLE WELL *H.R.P. Same as Benchmark gars. Scale =14" = 10' 166th St. Pro 3 Property Line Bedroom (not to scale) House Well is to meet aff IDNR setbacks Grading is to be done to divert run -off away: from system Huffcutt Combo Tank B -2 p 105' 444' property line 104' 1.5 acre lot 106' ❑ B-3 105.4' B-1 8% Slope Tank is to be properly bedded and provided with lockdown covers with approved warning labels B.M.* Property Line i' Safety and Buildings o ��pEe ^Rr NT 141 NW BARSTOW ST FL 4TH WAUKESHA WI 53188 -3789 c , Contact through Relay www.commerce.wi.gov /sbl Y www.wisconsin.gov g cNn' S� Scott Walker, Governor Dave Ross, Secretary August 22, 2011 CUST ID No. 226900 ATTN: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL Identilka iqa Numbers PLAN APPROVAL EXPIRES: 08/22/2013 Transaction ID No. 1983749 Site ID No. 770735 SITE: Please refer to both identifieatifln numbers, Oevering Homes above, in all correspondence with the 166TH St Lot 24 a gqn Town of Hammond St Croix County SW1 /4, SE1 /4, S8, T29N, R17W Lot: 24, Subdivision: Hammond Hills Estates FOR: Description: At- Grade, 3 bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1330364 Maintenance required; 450 GPD Flow rate; 36 in Soil minimum depth to limiting factor from original grade; System(s): At -grade Component Manual, Version 2.0, SBD -10854 (N.03/07), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 /01); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter lol.ol(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 enclosed approved plans and with the At -grade Component Manual, Version 2.0, SBD -10854 (N.03/07), and the Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 /01) The float switch shall be a type that does not contain mercury. 2009 Wisconsin Act 44 prohibits the installation of float switches or relays that contain mercury. Please specify an alternative- product prior to applying for a sanitary permit.; of The building sewer and distribution network piping shall be of material . 30 -3 and 84.30- 5, Wis. Adm. Code. ts" In the event this soil absorption system or any of its component parts malfunctions s'o s to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must comply with the operation, maintenance and monitoring duties as described in section VIII of the at -grade component manual. A copy of this information must be given to the owner upon completion of the project. SHAUN R BIRD Page 2 8/22/2011 Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83,54(1 ). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Si erely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Julia Lewis- Osborne POWTS Reviewer 2, Integrated Services Wi1V1ART «� (262) 397 -6005, Fax: (608) 283 -7481 julia.lewis@wisconsin. gov Cover Page Shaun Bird DECEIVED Bird Plumbing Inc. 1008 192nd Ave AUG - 8 2tl11 New Richmond Wi 54017 SAFM & BUILDINGS 715- 246 -4516 Date: 8/3/11 Owner: Oevering Homes Location:SW1 /4 SE1 /4 S8 T29 N,R17W Lot 24 Hammond Hills Estates Hammond System type: At -Grade Manuals Used: At -Grade Component Manual version 2.0 SBD 10854 (N. 03/07) Pressure Distribution Manual version 2.0 SBD 10706 -P(N. 01/01) Page# 1. Cover Page 2. At -Grade Plot Plan 3. At -Grade Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7 -8. Maintance and Contigen Ian 9 -11. Soil test Shaun Bird Signature License number 00 ��F a cs F PLOT PLAN PROJECT Oeverina Homes LLC ADDRESS P.O.Box 179 New Richmond Wi 54017 •SW 1/4 SE 1 /4S 8 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 105.4' BEDROOM 3 CONVENTIONAL AT -GRADE XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none BENCHMARK V.R.P. Top of 3/4 pipe ASSUME ELEVATION 100' Filter 1f'£&.T GF10 -8 ❑ BOREHOLE WELL *H.R.P. Same as Benchmark Scale =1 " = 10' e 166th St. Pro 3 Property Line Bedroom (not to scale) House Well is to meet alrDNR setbacks Grading is to be done to divert run -off away from system Huffcutt Combo Tank � 444' property line B -2 105' 104' 1.5 acre lot 106' ❑ B-3 105.4' B-1 8% Slope Tank is to be properly bedded and provided with lockdown covers with approved warning labels B.M.* 150 Property Line At -grade System Sloping Site Cross Section and Plan View Di T; jn ension ■ ■ L L rr�',rjti L L L L• L. L. L{{ti ••j•r ■r•r ■r.l.: Lr,: ti: ti;• ;' •••::;; r �' tirtiLti��.� :f1�y'�� L•L•L�L }: L L "� Y.�r.r..}. r .: }1. L L • ' � • fS jti f� fL fL jL■{ •L.L.L.L.L.LrL:q:. ■ •r . 1' ■......... j }j:rrrtirti L L•L■L•L■Li {iti ' _ . W L• r ■e'r'r' r'!.l. j.j.j�;f;'j�f�r�f•�'�•�•�•�. •L•Lf A :r.j.j.j ■ j. L L L L L L L L• r•r•r•r.t.r•r" 'L L bL■ ■ • • • ■ . • L•L.L•L.L• r r r ! r r:j.j. :jy'•L'L'L'S'•L'L• �. L�L�ti�, ti I',•,' y r1� • ' R�., r. j. . L. 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F — B -- L F % Sl ope Plowed • = Clean aggregate ,, basal area �ti:4. %z to 2 %z in. dia. 4 in. sch. 40 pvc observation pipe Lateral with 2" Topsoil Cap aggregate over pipe Geotextile �} Observation Pipe t,� G Fabric {`s ,�� With Cap 3 S t jtil .! r !i �� '�k s� F ��� � �t r�r■ t� � :;e t ;' ' ' N . '� •. Ft Lateral Invert :� .' � t ' L•L L■L.L L Li •i''r" !•!•!.r -' j t } t t tS i� .'� ° i M•1■!•1' raj • • • r �■• • • '•L L•L�'L•tyL■L.L L a t�., �i I t i4 � (iiy , tb t L•L L•L•L. r r r• r•r.r•r r r■ Topsoil Ca i i i� se ? ' !41'■!■r ■r ■!• ji j: ji y 1 i • '1 i• '{ '• L•L '. •L•L ■L t. �t l� t' i t i i t {i : t �t 4 1 belt i r r•r•r•�tir • , u Ft Cont Lj1 L•L•L• I�4itt },'''�y�` ! !•rtirtir•r•!.r• f;s! - - L•L•L• L•LK L L• j•} � .ter :.I' :J: j:�:j.r.r.!•r.,l'•j■,r■j■j•j�j 1 +��'�I � L it } y j Plowed Surface Slope Direction on •. GENERAL INSTALLATION: The at -grade area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The basal area (L x W) is i staked out and plowed with forma a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to '/4 nch soil wire when a sample is rolled between the palms of the hands. The A x B area is covered by clean aggregate deposited overhead by a backhve.. Special -care must be used when placing the aggregate to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire at -grade is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are perforated in the lower 6 inches and secured in place. 03/05 lgj Page of - —, Pressure Lateral Layout One Lateral — End Manifold / — 'Threaded Cleanout Lateral Turn-up - -- ► Plug Force Maim i. X L Long Sweep 90 Bend Pressure System Constructi0111 Distribution Network S ecifications Lateral Diameter In. Laterals are constructed of Schedule 40 PVC OriJ Diamete 5 In. pipe. Orifices are drilled perpendicular to X orifice Spacing) In. the pipe with a sharp drill bit and face down. L Lateral Length) Ft. Lateral turn -ups terminate with a threaded Force Main Diameter a In. cleariout plug and are enclosed in a (1-8 inch Force Main Lengt e Ft, diameter lawn sprinkler valve box accessible from finished grade. Grade • ♦••••♦ Q' 6 -8 Inch Lawn Sprinkler Valve Box 03A')5lgj Page of Se tic -Dose -'and Cross Section And Pump Performance Specifications Pump Manufacture4 /_� J Tank Manufacturer p� Model Num -- Tank Model Number P Total Tank Capacity p Alarm ManufacturL C S 'y Alarm Model Num Max. Bury Depth Switch Type c ti . Filter T otal Dynamic He (TD H)J :Feet manufacturer - – - --`° Filt Model Number 6' Elevation Head Distal Pressure Network Loss Minimum Purn P' erforrnance Required Force Main Loss as .? GPM 3 Ft TDH Total -- .. - - - -- outlet Manhole Min. ,V Above Grade With Manhole Min. 4" Above Grade Locking Deuice. Inlet Manhole Securely Mounted With Looking Device < 6" Below Grade Sealed Watertight Weather- -proof rl Junction Box r WWI ++r Ion wry tr r.r �1IIr • r. r.. .. Finished Grade ----� Vent Min. IT' Disconnect Above Grade Means With Vent Cap NX 1 _ Qutlet Filter Wet Baffle Inlet • .'. � , ' : / A ,': ,. Settngs and Reserve Capacity > Weep Switch X. ' ,•• Etole Tank Volume_= ,7 GPI $ ';; Dimension, ruches Volum Gal t ' ,s 36 .� ' (reserve) A Off Elevation C ;: (alarm) $ 2 �v ,,�` Ft Bottom N. (dose) C S S Elevation D �r Total � > r, ,•,' >'.'r'a'r`.,r. ,ri : 1� . a > �Y r� -l- �i -t t • Y < r Y a•Y'. t >i,t,i, a > .,, �� ! ! 1 1; r'a .,a Y; r Y , >;a< , , ' >�cTY�i�ti� ,�1 Ir < r t 1,, �a Y: :. a t , < , filled in accordance with the LATION: The septic /dose tank is bedded and back d by the manufacturer may not GENERAL INST imu adlock) manufacturer's product approval specifications. Dee to of have an effective lacking device (P be exceeded without prior approvai. Manhole covers e XP material, connected to the t a n k a0 p w ate rti ght t br fit an k ved installed. Piping at the inlet and outlet is of a pp roved laid on stable soil to prevent settling or sagging. leT tei fo serv complies with NBC 300 and Comm 1.6.2 excavation and the sleeve is sealed watertigh Page - of — 02/05 L.1 Sent By: HP L 3100; 1 71b 5.h2 dweI i Ma -o -Uo c.ULWKIM Ir LP 9EH1 SERIEB STUMP /EFFLUE:NT' PUMP 8.95 0 ♦�� � i 399369! Miillyt taIMNeEMr• >lIIIIIF UL MLML N6 w ft k) 49t99911i r V tP ! Ik) !tl Mrf 91xtxA _ wfl m MW WJW 4M 115 M 130 100(11 70 51 55 41 32 13@ 20' 24 Ln xilMxLWl 9il&W OMM Otl U Are 230 M " 1000 70 04 55 41 32 13.0 M IM 3117.6126!0 86117AN8 50i�11 MM 4R0 115 3M 130 1600 70 IM 55 41 a2 139 M v 6111lt.61xtw �� 919t9n v W0 M U IOM 70 fd 5 41 E2 139 7D 2? 611 x1181xL9d DonlM.owOl� wart-- h. Ir. sIMeN118rn�ww8Ws4w�eeawYnuruaelra .l spat >�!axrenwMln9rwewuar+ FLOW— Ll.TER5 /FIa7R o woo 2000 30130 Motor Hour' F�ose.! Coated Can Icon _Impeller Material PolyCmrbottste 30 31 IMPC IIMTM CIMW Vise vdUte _AM 7.5 Power Cord . S.fTW A ` X20 Mechanical Shall Seat Nitrite with carbon aid SL s ceramic faces � � Festenecs _._ Srsinlet�s:�neel ...`. x ' 113 Shaft 9tainlexK Sheet _ BaKingb Upper' Slum wtd Lower Ball sawing 4 241 40 60 80 FLCIV GALL.aNS /lIT WE PUMP PERrMHANCE CUavE COMM Little Gbot PUJUP CO. IR we l�n9iastwl�•tlllvin9�t744 7313) Prom 494 MJ3l1 -Au 4"MLtsal www.11A 1*AHaatftmp.com FC7t1, — o�pe�. PLAN Powys O WNE R'S MANUAL & MANAGEOUT NO �tt�E luNlFOiiMA'�� g Trenk! DNA owns e 2 t ! � Tank O NA �'dflfdt #_ 1NWW['� r 13 MA nr pt 3 , d �a DNA prof 8rdla4 NA Ptmtp -Te;* Numbel'G� U �� PutrtP Tank M WUAKWW MIA .Pump usttt� v pown low „.a.d x 1.i5! Pump Model _ a 11t/► � �► �1PP * lUitx'►thly aw�68 Cl M F11w D Wstla ” Fain,,, 011 # + M00 MOM S.il7 rng/L C) Mectrenimel A01000" d 08W re.M fin- C1 OWnfeCdOn TOW O�� 2 rA Wide ( »row ) :00 mga D fir' T4" $Ugpwv W TSS s l0` cbtll t>QmJ Q Dd @ . Ficet "'� � vaw�swl +��'�"�` Pey" Me t4 incrr eiame¢er r�udmu .« ,�.� W a SCHJi3WLE 5ewbs Frequonw ttleMl E1lsnt S) (rA*Xjnj n 3 ; rts_) Al toast once ovary (4) months o n Mon oftAnk(s) on .ttrlM ((4) otrut V vvhen combinod sludge and scum sump ootgltnbn MKS) © ,month$ e) (Moo 3 �,r:ns.) Of o � =) At least ors s+►'e=Y --3 s) _ inBpeCi At ingot once ®very £3 r+zo+s ciw usntttlta s o m s a M _. MA TL esteem Ak least oneaf lovely s) p NlA snsP"'i�P> >PUTE At (asst onus OVWY [� morsths _ numb iefteals and M useum tad 13 nvin>hs p rpr(s) O NA At awst once awry a ffg wghg; Q yes) p WA At least 0" W91Y MAC lieerw or rdWMtTW111NG'E trrg varj staam tw nw& by an UM:WMU* CWTrYM ms's' c �� � gimps !�, ott�cs di pig FI s SWMr, P e , a on ,�psdleete �. t trtdueia g trlsu8l inspsoa end to Cite for oM .: T into � sursthe . .IUMa of p a wds* an d b dteoK go a Ie"els or parAw e81[lI1tK p 1rhe, dBPWwd =We) She be VWJMW It on g of effluent an iIYS 1,��n o f oie a res saAhor a any in *a a i CMV:M on end MgesTt+sit trim trttmediets a fIg or nW* of On tank vDlu .• 1r� e scorn In AM bolt o in soap NR „ulson of $ 8 "vlci g pew god dl*p� whWIM entlte ooWAM >sesolr bMc � _ 0xvw1w MKI slit ?pie � of gt iZ�rnvstths of shall be petia�� ffi ,ant. trlf'>ar1� or �9 wfwn 10 dWS of comma Of A sBfVkp M pag oWbe poWded to !tie knW regu RUft* START UP AM OPEs'AATION For tatty otmetrudiitn. ! to use v1 go P pMC a cla ndfbr da etlt�n 0th 1d Wd 0Ws Wh aye cnsrr� Vint aw �e the bmtment ndUo m�tg ,nor to rase: Clued two Jute WnIonts of the twn*45) removed by a sGPOWII wsvidng �� P Systrirn start, up shalt not oecxirwhen'sotl'GOndifxans are ffvzen at the infiltrative surface. page " Of— ousinel pope r ouh4pe ptmnp bud= any 0 above normal highwater levels: When poww is reshxed the eumaen wasaw a w is tl be discharged fa the disperaW call(s) in one large dose, overkadirig the mss) and may result in the to xftip or surface dhwheMe of Yo avoid this si6sation have the +content y of the PE=W re pc molded by a i SNIP11 Swwkiv C43sam orvdorre s8carfW Poww to the eMueint Pump or con#ect at Plumber or POYVi:3 Mme• tip assist in Ma7Uaay apesafbkrg lire pur np 00ahPIS fo restare normal levels wtlttin the pump tank Do wl drive or park wrda crow. tarffkS and &SPGIW Ce&- Do not drive Dr park OVer, Or OMWAiM dittb of c rnM Me wva vAth a 15 feet dorm slope of any Ir OU d Or eft - gMde so# absbrpffon area_ Redmtbn or.eftnation of the hollowing fimm the wagbwgW sUMM may impn3" the perfarllW" and ptt7brlg Um life of itlx: POW & oftbOok babYv ow. d9welte buffs; condofms; ootfon swabs, degreasers; denW Gs; dap KS; dlA*c11 arfs; fat fouddakn dhAl (warp pmp) water. fruk and vegetable peelings. gasobe; gtttam hwbk Was- meat 90WIl . nrediaMUMS; Ot pn.k qg pmducss; pagUaides; sanity na pkins - tampons: brine. sanitary P e� vier soltiener ABAWK)NMMENT When * P(19fNi'3 frft and/or is peamanixUly.taken out of service the folioWng steps shat( ho tairen fo Insure that the systwr is properly-and safi* abandoned in compTiancae with ch_ Comm 83.33, Viffsooyisin AdministraCrma Code AIR pWng to tanks and pits S11211 -be disconnected and the abandoned pipe openings sealid- The camlenfa of aII tanks and pfts shall be re,movml and properly disposed of by a SeptG19e'5 vlcin_cl CoerAw Aftr P MPing, ar( t ankB and pits shall be excavated ancr removed or their Covers renumed••end the void spat* MW WAN Poll, gravel or arroifaet Inert: solid roaterraL CONTIPI13M PLAN It the r'rJW YS tahs and cannot be rtpak ed the tollowfng measures have been, or must be taken, to provfde a code c0mp1Mnt r3P&Waement sys4em_ 0 A sultat+fe rr$pkeement - sma has been evaluated and may be utilized for the location ora replacement soil absorption system The mplacernent area should be protected from disturbance and compac0on and should not be infringed upon by required setbacks from existing and proposed s"c ture, tot lines and wells. Fiailttre to protect the replatarnent area will reesult in the need for a new soil and sitwevaluathn try establish at Suitable replaaenent area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil timitatfons- Barring advances hl pOWTS tec hnotogy a twfding tank.mW be installed as a last resort to replace the failed POINTS_ The site has not beery avarrnated to identify a suitable replacement area_ Upon failure of they POWYS a soft and She evalLm on must be peainn 3ed to locate a suitable repracernent area If nor replacement area is avaiftWe a ioldng track tray be installed as a last resort to replace the failect POWTS. llound and at -grWe 3oif absorp#on .systems may be recent aged in place following nmx)val of the bg,mat at' the sudsoe.. Reowstructtons of such systems must comply with the notes in effect at Mattirne. <<WARh`1t+G>_- SEPTIC:, PLJPAP AND OTHER TREATWfUff TANKS MAY CONTAIN EEMAL GASSES AMWOR INSUFFIGtENT OXYGEN. 00 NOT ENTER A SF i- PUMP OR 01r"ER, TREATMENT TANK UNDER ANY CIIRCEIMSTANCES_ DEATH MAY RESULT RESCUE OF A PERSON FROM THE INT ERlo R OF A TANK MAY Be DIFFICULT OR IMPOSSIBLE Al)OM014AL COMJKENTS POW TS INST POWTS MAINTAINER JVa rlre _ J_ Name _r �- Phone �.1� 45, Phone SEPTAGE -3ER1 ONQ OPERATOR E T T LOCAL REGUi.ATORY A,UTHOWY Name _! 4 � J r • [ ! , , ecy Phone one Thor Qawrne rQwas dYiUtlruf b�rlbe lblt<s aftlre Goren Lance. A(arquetfa and Waushara County Zoning and Sanitaron agaM*$_ Z11I5 dOOtrrlEall tIWlts juara m� n eavam nor of t h. p orrun s3 zx(21�xt](dtsCfJ one 83_4(l) (2) & £ Wfscartsia .AQrtyrrls; vffM Cade. U� of Brie dam"Wt dues to N�� Qu: ptlhumattoe of the POWi'S_ Glww(ml) 08/04/2011 13 :10 7152464200 OEVERING HOMES PAGE 02/04 ,7 Vfa=w n Depaxtnlant of Comiram SOIL EVALUATION REPORT Page __ of Division of satig+and Buddings to accordance with Comm 85, Wis. Adm. Code Auach comple6a ske plan on paper not less than 81/2 x 1 t Inches in size. Plan must COtx►ty !. (. ro 1 -f Include, but not Wnited W verumm and horizontal reference point (BM), direction and Parcel I.D. parent slope. scale or dimensions, north arrow, and location and distance to nearest road. Please print a# Intwmation. Revie,wrad t Deke Pareeeal ir(detWlee You provide Moy be used for aeoondwy p-M- (Prwaay law. s. 15.04 (1) (m)). . Property Location z Govt Lot 1/4� .-ati s; T 2 N R 1 t: ( w Ploolift Owners Address Lot a L- arn� 0 i_ � p�C -7 I B[ock# _ Co de phonazirw 0 City ❑Awe KZVT wun Nearoat Road Hlew Canebtrctlon Use Rest WWW ! Number of bedrooms -• Code derived design lbw rz s � �� _ QPD 0 Replacernei t c or commercial - D rL / � ' � � p� rnal arlel � .s� r Flood Plain elevation If applicabli _ General Comments and a1 l System Type f'I _ System Elevation- �? _ SWIA / D� * Ground surface Slav Depth to factor _ __ in. Pit _ Brit Rubs tk�nilion Boo Redox Desotripiion Texture Stuckue Consiaiarwel Boundary Roofs In. Munsd Qu• Sx Cont. Color Gr. Sz. Sh. I E3filtl *M F2 > re # ❑ ftft Goa surface elev. D ' 3 f Depth to limiling factor _� — I,. R ate a Pit Sol Horizon Depth Dw*wnt Color Redox Description Texture Shuclure Consistarm Boundary Roots (3PD1ft' b. Mtmsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Efiitl 'Ef1Yt2 EI�Ilerfi m BOp > 30 a 230 , artd TSS >30 _< 150 " Effluent #2 BC 130 v gL and TW: j 30 mQ L C57 Al" (Flares p" ~ CST Numbs' Bird Plumbing, Inc. Shaun Bird w 226900 Address Date Evaluation Condix led Telephone Number 1008 192nd Ave, New Richmond, W1 6401 � 715 - 246.4516 08/04/2011 13:10 7152464200 OEVERING HOMES PAGE 03/04 of _ Parcel ID # page epth t�raDerty �' J D pit arBe�. ! �3 tr. om �Xaw PAW RW= Des«tption Teocwra Structure Conststeaoe Eoundwy Roots 1" 0MM Depot Gr. Sz. Sh. 'Etfifi 'Ef(MZ Qts. SL Cont. Cale' — , t� 1 2^ 0-: ' s r Bo ft # ❑ � to &nW g feclor _. _M tn. soli on ❑ pit Qmundwftceaiev. '#- t Rsdox t)eeat�Son Texture Stnulure Coiwistew r l3autxtary tZoata _..... horizon Depth Domtnart or. Sz• Sh. 'Sllifl In. Mu►teel tlu. Sx Cord Cokx r a t # Q �� Q 8„rraoe eie,►. __ tt. Depth to tarinr _- � GPM - Rsdaoc aeaorlPton. Twdure S ure CorAlder + ftocts Horizon '�apth Dom or. SL Sh. _ — 'E1tlY'2 in. kiunwil llu. Sz Cant Color �t,.rk,t~, � eoo, � 3o raao,ra2 ane rsS �o < i6o mkt. ' E/Autxrt >Oi2 � �>D � � r ]'S8� 30 agR. The Department of Commerce is an equal opportunity service provider and amployar. If yc u ;need assistance to wen aerviael or near!. material M wi alternate format please comact the department at 609-26&3 51 or 7TV 608-26¢$777. 08/04/2011 13:10 7152464200 OEVERING HOMES PAGE 04/64 Soil Test Plot Plan Project Name lev ering Homes LLC Sha 'r. d add ress P.O. Box i 79 New Richmond WI 54017 - - Lot 24 Subdivision Hammond Hills Estates Date C U5900 >90Q 6/2/07 S W 1/4 SE 1/4S8 T N /R W ---- Township Hammond [] Boring d Well PL Property Line County ST. CROIN� BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe System Elevation 1 05.4` *HRP a me as B Please note: survey was not - --'' complete at the time of testing, 166th St. installer must check all setbacks 10 5' prior to installation. --► i Scale is P = 40' B -2 �' 10s unless .otherwise ' 'noted : .. 45' .. ... `I B -3 40' 444' Property Line 00' 40' B -1 8% Slope 104 70' B.M. 150' 148' Prc [tarty Line I \ + 1 r 4, t r �� r ra. r. ■ .s !wl r�r r rrrrrriarrr L � i' 11011 1. 1 w i irr�rr�rr��s�s �44444tirh��'��4'�rh►w``�l �iiri� Iryrrlr lliraur, � II Nil 1i; 1I wwo son %i SISII 11, i r al Il fill 1 11 1.111f r ii Zr.Ii�: it ii if AN so mw AW III tlZ �ttttAtti�4 \'�i'� Till Tai', • ' Wisconsin Department of Commerce SOIL EVALUATION REPORT of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code /Cl to Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must `-'� " r ` include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I-D. 0 (V IC g / 1 J percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ' Please print all information. Re7*ed by �,7 '7 Personal information you proves"be used for secondary purposes w, s. t (14 (1) (m)). 3 Property Owner / P r rty Location V L� D � Govt. otLLJ 1/4 J 14 2 1 N R 1 E( w P rty Owner's Maft Address 1 Lot # Block # S Name or CSM# 7 City tate Mp Code NuRp1 ❑Village Town Nearest Road New Construction use V Residential / Number of bedrooms _ Code derived design flow rate '� GPD ❑ Replacement ❑ PuMic or commercial - D cribe: -- - -- — Parent material Flood Plain elevation if applicable /-4 ft. General oommerds and recommendations: System Type System Elevation 6 a F I � # Boring Pit Ground surface elev. l ft. Depth to limiting factor _ L'— in. Solt Applicatiort 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 6-13 p, 1 L �� ems-- 1 Boring Boring 3 ✓ # l ® Pit Ground surface elev. 1 ptfl , ft. Depth to limiting facto �. Iced 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/ m� cs 1 F . 8 Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 1150 ' Effluent #2 = BOD <_ 30 mg/l. and TSS < 30 Mg/— CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401 _ 0 715 - 246 -4516 Property Owner _ Parcel ID # Page of Boring It Boring F,3 Pit Ground surface elev. ft. Depth to limiting factor m. Sal Application Rate Horimn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'EfW 4 Y , mc r 3 — 3 F1 Boring # Boring ° ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munseil Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 'Eff#2 Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor m. Sol 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 mgll and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg& ar d TSS <_ 30 mg1L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need. material iti an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. SSD4330 (;.6/06) Soil Test Plot Plan Project Name Oevering Homes LLC Shau rd Address P.O. Box 179 New Richmond Wi 54017 CS FM #226900 Lot 24 Subdivision Hammond Hills Estates Date 6/2/07 S W 1/4 SE 1/4S 8 T N /R17 W Township Hammond Boring Q Well PL Property Line County ST. CROIX BM or VRP 'Assume Elevation 100 ft. Top of 3/4" pipe System Elevation 105.4' *HRpSameasBenchmark Please note: survey was not complete at the time of testing, 166th St. installer must check all setbacks prior to installation. 106' Scale is 1" = 40' B -2 unless otherwise noted 45' B -3 40' 444' Property Line 100' 40' B -1 8% Slope 104 70' B.M. 150' 148' Property Line sT. cRoIX co � cT C TAM AND OWNElLSED CERTmnCATION FORM OwnerBuyer Mailing .Addr ass 2--- 3 C err o u, property o z.3 16 (VaffiamfimnquiNd 11 Pl zoning DqMWNM ties MW canshma*-) cltyism�e paiat�as►t�aronN,m (2) ►DdlSRUaLQN . L , Z �5 1/. Sac. T ! N AZZW. Town of n" Propel --- , Vohuaa , Page # certMed Su rveY Map # J v olume Wsn auty D sod # _ 7 e Lot How idaoat38ableO AM Per use in its prema and um ad ym spum could raatt iaa'e i>tAe too btttedla m'WVRt P]POP Pat into mai�rM a mrisls of p art the sepia tick * dace yam (w'O0� ifaeedsd. by a lloemmd Vm Pdr- tite sy,d+em cea 1dBeot tyre aids wpW t mk as a ttaatmaat stage in the a�este Owner tespotw1biHdall we qwMad is JCOum 83.52(1) end in Cater 12 - St Cko'ix CooatY Sean'. '° T� p r ovr sgre to soblin it to St C.Kaix C MtY pj=3bS & Zoning DWwUnIllut s by the the ovim. aad by,, to • i wk*,dphimbar or a licesraod )� saptia talk is vraaarwaas 4h poeal s vkM is inpmoper S =diam a Wc, (2) slier � P less don l!3 & iIl at d adge: aad saws to maumtaia. t o pdssee se WW °yam with the ilwe. ears v�essigp,rd b w fire above requO msemds of Nsimat Roeaae , Star of Wieoosssm .n.aa,uds see ! wIb, b� as set by dye DgPwwoemt of c and dye and x+ aug F- t3eC SL C�oiz County PL®nim8 Cerwkatiom. $ wfMg that Yoate septic sYo�n ho bean maiaWmsd =W be congbod zo= g Dep w oicat wltbia 30 days of dw dense Year eMdr&tatt date. V" am/are tlu, owaa�c(s) of the v e m e* that all .om. this Soren an tsae to the best of mgdow laaoaled$e- pv*ccty daem toad *bum, by vk to of a wsns V deed noav ed is R+egWW of Deeft MIMI- Number of bedroonmt' WA OF LICANT ( S) DATE *••A ay i t aattaon is mzisceluesearbmd may.8"It in go eaniwy ptxmh being t en td by dw Ylaomiutg & Z=bg DVKMMI- "« deed from tiw Register of Deeds Ofca and a copy of do outiSed sar"Y map if boGiode with t WS appliceitica a xeceirded warranty . re mum is m eda in the y deed. IIIIIIIIIIII IIIIIIIIII! II IIIII B 0 Tx:4024909 0 STATE BAR OF WISCONSIN FORM I -2000 939914 BETH PABST Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI THIS DEED, made between AnchorBank, l-'SB.. Grantor.. and C)c_ eri 08/09/2011 4 PM Homes, LLC, a Wisconsin lilnired liability com pany, Grantee. EXEMPT #• NA Grantor, or a va cable consideration, conveys to Grantee the follos�ing I REC FEE: 30.00 described real estate in St. ( roix COMM. State of Wisconsin (the TRANS FEE: 27.00 "Property'): I PAGES: 1 Lot 24, Plat of Hammond Hills Estates in the Town of Hammond, St. Croix (County, Wisconsin. i I Recording Area Name and Return Address: fit. (.'rpix ( :ounty :Ahstract:l f tlr Co- Inc. 219 S. Kno�4les -, 1�c Nett Richmond. Wl 5401' 451 ?S54 018 - 2021 - 2 4 - 000 _... I off( her with all appurtenant rights, title and interests. parcel identification Number tPIN. This is . not homestead property. Grantor warrants that the title to the Propert.+ is good, indefeasible in fee simple and free and clear of encumbrances except easements, covenants. and conditions of record. I Date ay rte- l _. .2011- At orl3 nk, FSB * - James Ho ke, Vice resident AUTHENTICATION ACKNOWLEDGMENT Si�n�nue(sl STATE OF WISCONSIN' ) / y ) ss. C:OIiNTY __.. authenticated this Personally came before me this y ( - ? - Oi l the above named A rich or Bit nk, FSI3 br:.lamcs Hocmkc, — Vice President to me known to be the pers4�liMOl��r�cuted * the lore oing instrument and acknoevledgo s�t;. BF 1 ITI. -: VIE'�9BF R SFATF 13AR OF WISCONSIN authorized by GL 06.06. is. Slats,) * _ V Q • . __ � Notam Public, State of Wisconsin _— f l IIS INS I Kl.i \iEK f \t'AS t)ItAP tt t? lt't' ( .� ,ex �•p anon A�1v comnussion is permanent. 1 f not. t Robert L. Lober +a D/ ^ D8 " •.• -- -- a Lober> L.aw Otlice alma i��i'' •QFw\5`````� tS,,n cities ura+ hr authenticated or oakn( 1CdeeJ nvth arc not necessan '. ���I111111�� *Mamas of persons signing in any r<tpecm must be typed cr printed be;oa these sigrature N's A RKAN rY DEED tie' >'r'F, n:�R OF Nt'IS(:ONtit\ FORM No. 1 -'2000 1of1 � r LOT 22' `vq 'SS 97034 S.F. O �� S2. 2.23 Ac. O O 2 LBO 1032.0 ` i O 6 V, 6 . 0� ti LOT 23 ,�� 70515 S.F. ` FP / �+ 1.62 Ac. Q Q) Q, N 6 LBO 1032.0 ^ ' � t p ,� B' o f�3 ti LOT 2 4 /,�. N ���. LOT 65712 S -F. N 1.51 Ac. �• v . D 6 05 LBO 1031.0 / `69 �6/ LOT 25 �Q ' 0 0 ' ;��'� �� LOT s / 65712 S.F. ` / G/ i 1.51 Ac. } A, \ / 0 N LBO iO30.0I ^ J 0 5 .p 60 02 LOT 26 a LOT 4 N 65712 S.F. O N 60 1.51 Ac. N 13Y U NP L A_T T E_D_L A N_DS 4 .201" QvJNE28LQ $16 6g , AG. RESIDENTIAL zs 5p S 89'20'10' W 217.62' B : 7 - ^ BN - TOP OF R 5 • W 1 �314' IRON PW 8 577'21'6 24.56' B -2 ELEV=/055.2]' R�• TO CENTER OF � W 0 B -T• �4 EASEMENT N LOT 18 LOT 21 7.•`��r`_ TEMPORARY V 0 wb V % CUL -DE -SAC 80' RADIUS y Ol 41 VVV� ,•,,lI��.S TO BE REMOVED UPON B a� 6 OS V' i 3 \� EASTERLY EXTENSION OF �O g7 >• / 8 .j�. �5 ROADWAY t Qti = LOT 20 i — �� � 1 � 605g. LOT 22�t�9 CO / >e 13 -2 8 -3 r 0 / / p Q 1p \ LOT 19 / �� ,,, / , N 6'' \ / LOT 23 s �= B QG2t \ \ ® ?-6 `S4 i >, gg40 B-20 / i �v pi s � B -3 N 6O\ N B -1 ° h 0 / sO Sg. J 0 3 ,T�o� 1 >e B -2 2 9 ' • E s . / LOT 24 gg B -3 j 0 LOT lb \ \ s \� s ,�4' 0 e 3 ?oo d� c" 'N b a"1Z M,lr � / 8 -2 60 . a LOT 9 a /"\ ; ^ / LOT 25 �gg LOT 5 0 ryp B-20 pvp / 4 / 0 6-2 3 B -3 B -0 �' LOT 8 / �° "� / 60 Sgi /<� O i s B 0 / a � /0 -2 0 LOT 26 oo , ;/ ° a / v / / ^�• h LOT 4 91 B -1 sal B , ? tiry� / LOT 27 wgg¢� g 7 0-2 TAT 3 �> \ / �Q7 7® / 8 -3 10.29' ~ ''� N X23' 0 s "o, ' p a 5 5" k B -, ce 21.02" O/ 49 66 % -4 " B -2 LOT 28 21 a.3s• 8934'18" W:206_48' �• VL' I T u _ \� \ 9-3 1/4` IRON PIN \ u C2 0 0 �` ElEV�,0226K 1 W 2Q6.48' - T'�_ \ e - B -, 26.67•__ 79.61' \ \N 89'41'16 E i � LOT 2 e -s� �\ y d ��\ \ 208.49' N »23 55" O \ 0 1� \ o �\ , W 329.95. B -, 0 \\ `�'�; `' >a \ LOT 29 Z w ol W \ � I ?n V LOT 1 \ ! 13-3� 1 t <I LOT 2' N B0 y3 a1 8 - , /" 49. 2' 1 ! Y TAT 1 S - E. CORNER _ _ _ _ _ SEC. 8, T29N, R17 J O —` / (FOUND COUNTY f N N w 355.29' <i SURVEY MARKER - 116.65' .- 102.12' 249.56' 77.28' 66 00' A f u: — n I n N 89'04'17" E 772.97' 100TH AVENUE N 89'04'17' E 771.74' 1630.54' n n _ DRAFTED BY: JEFF MIKLA 4 CORNER F SOUTH UNE OF THE S.E. SHEET OF 29N, R77W _ LOT 1 WI - - - _ LOT 8 Y4 OF SECTION a LOT 9 cd I-- _ -- -- COUNTY ... CC�� MARKER) pL _ A_ T O F I �fLl P _R _ A _I R_ I E R J ° N - tin .7 AN T IT Ly v � nr 1 1 1 � m Lij 1711 NRl1 d 1 • ,,,,pp �i1 _ M � Y �� ® �� d �' �� � �� �� 1111+•••• � -�... d doll OFXT N g d M � w N 1 1 ------------ -.- .- .- �.�.��.,. N 1 �I I /