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020-1448-32-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) 592159 State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04 (1)(m)]. 2778086 Permit Holder's Name: City Village Township Parcel Tax No Ryan & Heidi Bullis TOWN OF HUDSON 020-1448-32-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 32.29.19.2865 ov 1 6W /CW- Lf.PP) TANK INFORMATION ELEVATION DA A*- . $ I 0T g2- 106) • Q TYPE MANUFACTURER 9/,y / CAPACITY STATION BS HI FS ELEV. 9 Septic NO? ~ BFI A / Benchmark 00 c Tat- : V .0 60. v Alt. BM Dosing oMpl) PUMP., 6, Q q ration Bldg. Sew _1v ~e 7?z. S H ding V t Inlet • b TANK SETBACK INFORMATION St/Ht _ Outlet TANK TO P/,L~ WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom 00. lot Ci Dos ) Heade any 1VD 9s eration Dist. Pipe ! J d/ Z Holding Bot. System IOI final Grade PUMP/SIPHON INFORMATION Manufacturer --Lc) I WIC Demand St Cover IU 21 GPM ab 5~~ r ~j D, 11 Model Number N ` 53 ~ I J -1-6 U 1Z TDH Lift I Frictio~ Loss System Head TDy Ft o G F n LengTt„ f Dia. f [Fist. to Well n ' SOIL ABSORPTION SYSTEM II v BED/TRENCH Width Leng IN o. Of TF°^^~~ PIT DIMENSIONS, No. Of Pits Inside D1B. Liquid Depth i DIMENSIONS t SETBACK SYSTEM TO P/L BLDG WELL LAK REAM LEACHING Manufacturer: r INFORMATION CHAMBER OR Type f System: V / N UNIT Model Number: DISTRI TION SYSTEM Nt S± ob /I Header anifol Distributi n r ! x Hole Size f x Hole Spacing V VIto Air In/t~k 2.5 Pipe(s) `J I ~l l Q Length_ Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Dep Over + t Depth Over xx Depth of X Seeded/Sodded xx Mulched Be re c A tec ed/Trench Topsoil Yes No es No , 11 / 7 'A 1 C MEN ' (Include code discrepencies, persons present, etc.) Inspection #1: I 61. 201 Inspection #2: IVeII na )0Si-r41LQd 1'ns (t76(\Location: 645 COBBLESTONE CT 1 Ww: Qj• a -FoODlh oed , L~4`l 1.) Alt BM Description = ~V M~ C v ,~fCS CV'l~ /Z I 2.) Bldg sewer length = 1 I C~ LOZ/ I - amount of cover = Q hGt `~J- O~ CovUL ~ t1G\ Cow Plan revision Required? ❑ Yes No Use other side for additional information. 1"l 11 111 ~(`t"` / /L~`~ Date In *t&s-S-ignature Cert. No. SBD-6710 (R.3/97) A 6-7 d,- . Loea~ed~o~go. S£,..f'e /1e~~`-~Y11 (aS/S L~D56/CSt~nC Cr't• f~u.dSo7 u-~/. SS/0/G .(~G` 3z, .O/a ~ aF oci.:~dsor-!✓c,` ~.s u V gEY~.Sc.vyf!.5ec. 3z, T. ,Z9r~,.P/9cJ., D T.o{~udSan SE.Croi.t' ,4c-l ""ozo- /vi/.O- -?z -o20 ~ ~ t/9 a cres, r-J Q E , TaF b F ('6 6 6 /t S~a,c C' / 6. led 6"'C4/ 6-r, er Ert✓, z ioz. 6e. v~ 3 ~ d(o ggo~t ~/a.b k ~ ~ S/opc -tlvo L B3 a '4PP/'o,C' itq,c~c ~6.,~-. n ~ g ~ ~ f ro p o sew! °i I t ,a~cn ~ ~ ~P .s ce ~„~j~, Jsru.~-f~srnl-~i7assa.~•s~c Y ~ ~o/'CGrrlai/t dv~iL~. -411 I I ~ III ~ o ° tll y ill I !3 / Proio 05C, /Yfou ncl4 IS 77- 7 S tSa T u~ y 4/e 6 a~ /o/o a~6"a6dv~C/bQSCn,•,-t~eu; 7C~« (~i /a~er~s /off c-ornc.-s~,c~e..Qssu.~ cal S ~ /ii X 956 ~kJ' ~ ~or,~C~CJ s/aared4,~ 3 a9 ~33~~a~ . elc~ 1 ~ C] c o ~ c; -~c- CountL- , S 111,E i I Safety and Buikii4s Division ST Y °.r 201 W. Washington Ave., P.0. Box 7162 Madison, WI 53707-7162 Sanitary Permit Number (to be filled in by Co.) coo ermit App11Catit~8~~'~gK State Transaction Number Z7 7 In accordance with SPS 38321(2), Wis. Adm. Code, submission of this form to the appropna~ KsK p t is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are o ;o Project Address (if different than mailing addre: the Department of Safety and Professional Servies. Personal information you provide may be used for secoiw purposes in accordance with the Priv Law, s_ 15. 1 ml, Stats. C©y 5' l~ U B l.y-C i Cy~ 1. Application Information - fl ease P 'nt All TX%Mation Owner's Name e.; / Parcel >Y i\ Ao Tlick, (:v 0 % y~ - ~s 2- Property Owtier's Mailing Address Property Location D, . Goth. Lot Ci State Zip Code Phone Number ~c- ~ A ~ ~_L~ i , !/s, Seet10II n'~ uos o f V Vr j= i ( Le one 6 II. Type of Building (check all that apply) (071' ~ ~ T N; R E o> 6t Subdivision Name / eN or 2 Family Dwelling - Number of Bedrooms ❑ Public/Commercial - Describe Use D City of ❑ State Owned- Descri Use !per CSM Number D Village of 4U 0 d ,Town of ~ V III. Type of Permit. (Check only one box on line A. Complete Ilse B if applicable) a A System ❑ Replacement SSVem D Treattnent/Holding Tank Replacement Only ❑ Other Modification to Existing System (expli B. ❑ Permit Renewal D Permit Revision D Change of Plumber D Permit Transfer to New List Previous Permit Number and Date Issued Before-Expiration Owner IV. 'ype of POWTS S steniXom nent/Device: (Check all that apply) D Non-Pressurized In-Ground D Pressurized In-Ground D At-Grade Mound a 24 in. of suitable soil D Mound < 24 in. of suitable soil D Holding Tank. D Other Dispersal Component (explain) D Pretreatment Device (explain) V. Dispersal/Treatment Area Information: q m Design ow (gpd) Design Soil Applicat4h f) Dispersal Area Req ' s G Dispersal Area Prapo System Elevation "7 0) a , _75 1 ~ J -7510 k U VL Tank Info Capacity in Total 4 of ManufIcteuer Gallons Gallons Units New Tan15 Existing Tanks 5Z5 1 Sepdc or-Holding Tank Dosing Chandw J V~/ I VII, Responsibility Statement- L the undersigned, assume responsibility r installation of the POVVrS show a attached plans. Plumber's Name (Print) s ature 00, MP RS N Business Phone Number _~TjCF IL-- -ro 2;75F tZ rs y~~=~~1s8 P ber's Address (Street, City, State, Zip Code} l} t S ;:n VV 5-f b 1,7 VIII, no artment Use Only ve;aRmfo,DeWfia Pamit~Fee Datr Issuueedd Is t Signanud ❑ Ov vS & f to ~ ~ f~✓ DL Coudi eq *Reasons for Disapproval 3) 1. tar k G fltleni tike a~n~i fir` : ell n . ,t all b? swt ia?~s ! n _r % n ift,per iopment plan pro sided by plumber. 2. Al-Wback t -~,nenis must be crairrtF ined i ! c rdiRd;lGc3. 0. asper 'q / Inu:,)&-.~ Attach to complete plans for the system and sn mit to the County only on paper not less than a 2>a~ is size SBD-6398 (R. 11/11) DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54843-6462 5 S <I Contact Through Relay y, S http://dsps.wi.gov/programs/industry-services www.wisconsin.gov Scott Walker, Governor Dave Ross, Secretary October 12, 2016 CUST ID No. 223242 ATTN: POWTS Inspector JEFFERY V FOX ZONING OFFICE JEFF FOX CONTRACTING & SEPTIC INC ST CROIX COUNTY SPIA PO BOX 565 1101 CARMICHAEL RD DRESSER WI 54009 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/12/2018 Identification Numbers Transaction ID No. 2778086 SITE: Site ID No. 829076 _ Ryan Bullis Please refer to both identification numbers, 645 Cobblestone Ct above, in all correspondence with the agency. Town of Hudson St Croix County NE 1/4, SW 114, S32, T29N, R19W FOR: Description: Mound, 5 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 1624929 Maintenance required; 750 GPD Flow rate; 36 in Soil minimum depth to limiting factor from original grade; System(s): I F Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12), SSWMP Pub. 9.6; Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative ode and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be co struc d and located in accordance with the enclosed approved plans and with any component manual(s) refere r The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. ` No person may engage in or,,,!ork 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: Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property o,vner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation. maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • The proposed pump is near its limit with the proposed total dynamic head. If upon installation, the total dynamic head increases, the proposed pump must be reevaluated and may be inadequate. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. JEFFERY V FOX Page 2 10/12/2016 • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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/install ation/operation. In granting this approval the Division of Industry Services 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. Sincerely, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Please Include a Copy With Your Patricia L Shandorf Payment Submittal. POWTS Plan Reviewer, Division of Industry Services Wyment S code: 1. 7633 (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat.shandorf@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm JEFFERY V FOX Page 2 10/12/2016 • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 Industry Services 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. Sincerely, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Patricia L Shandorf Please Include a Copy With Your POWTS Plan Reviewer, Division of Industry Services Payment Submittal. (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. WiSMART code: 7633 pat. shandorf@wisconsin. gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE = 0_.` p 2 1 2016 Project Name: Bullis 5 bedroom replacement mound Owner's Name: Ryan & Heidi Bullis Owner's Address: 129 BayBerry Crt., Hudson, WI 54016 Property Address: 645 Cobblestone Crt., Hudson WI 54016 Legal Description: NE1/4SW1/4, Sec. 32, T.29N., R.19W. Township: Hudson County: St. Croix Subdivision Name: Windsor Heights Lot Number: 32 Block Number: na Parcel I.D. Number: 020-1148-32-000 Plan Transaction No.:' Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications fC Page 8 Site Plan Page 9 Soil evaluation report Designer: Jeff Fox License Number: 223242 Date: 09/14/16 Phone Number: (715) 755-2461 Signatures , , 0 Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 11/12), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12) Version 7.0 (R. 11/12) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 500.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor e.g. 1.5 = 150%) fecal coliform of 36 inches. 750.00 Design Flow (gp 0.00 Site Slope 100.50 Contour Line Elevation (ft) 36.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) = 7.50 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2; 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution ~Y Pressure Disribution Information network? Enter Y or N (C or E) e Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point. C - 0.125 Orifice Diameter (in) 3.00 Estimated Orifice Spacing (ft) = 7.58 ft2/orifice 2.00 Forcemain Diameter (in) 170.00 Forcemain Length (ft) Does the forcemain drain back? L Y - 89.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 27.73 Forcemain Drainback (gal) 11.75 Vertical Lift (ft) 135.65 5x Void Volume (gal) 5.81 Friction Loss (ft) 163.38 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 40.78 System Demand (gpm) 24.06 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x 1.25 2.00 x x 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information 950.00 Total Tank Capacity (gal) 1585.00 Septic Tank Capacity (gal) 38.00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 25.00 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 950.00 Dose Tank Capacity (gal) PolyLok Filter Manufacturer 25.00 Dose Tank Volume (gal/in) PL-525 Filter Model Number Weiser Concrete Manufacturer Project: Bullis 5 bedroom replacement mound Page 2 of 9 Mound Plan and Cross Section Views -i/10 B Obser,ahori'i{~e b ~t K I - O L i O A IVY, t B I - - Mound Component Dimensions Dovvl slope toe extension made SOjt EI-6.00 In HI 1.00 ft K j 6.88 It Bi 00 OO1ft F 9.50 in 5.33 it L 13.75 ft D v_0T, it G r _ 0.50 ft J x_5_63 ft W 18.75 ft 750.0~(ft) Dispersal Cell Area 1875.00 (ft-) Basal Area Available 7.50 (gpd/ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Fiwsshed Grade 102.79 (ft) 4' H G F Dispersal Ce l 1 01 .50 (ft) La -i 0'ri (ft1 - Invert ~ i s p e rs a Cell liI Eievatio~r F D IJ 100.50 (tt) Contour Elevation 0 0 SDSIope Geotextile Fabric Cover Shading Key a ll Dee la, ,erai aetails o- ( Topsoil Cap o 1 .5 ft Page 4 for r wnDer si,,e Subsoil Capes o t 5[~ a d s sac ng of ;atera~s f;STM C33 Sand > - areral s are equaA r T F spaced from the Tilley Typical Lateral ~ L4_' __J !_ayer N 00 distribunon cell's i`--_ Aggregate ente Ine r, tl.e d stnD;J o1" ce:1 (AxE ?roiect Bullis 5 bedroom replacement mound Page 3 of 9 End Connection Lateral Layout Diagram Center the later sls over the A. 4 6 dimension Turn-up eW balIva Iva or cl~a nout plug P AM laterals ate identical If X -i I Holes drilled on tine bottom of 0- lateral "Q alty spaced t.<-,teeaES If( Iremsir~ SCY~ 4U PVC per Si Table, 384.30 Force -art tonne+twn via tee a cross to manifold at any point. Number of Laterals 3 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.08 ft Lateral Length (P) 98.56 ft Orifices per Lateral 33 Lateral Spacing (S) 2.50 ft Orifice Density 7.58 ft2/orifice Lateral Flow Rate 13.59 gpm Manifold Length 5.00 ft System Flow Rate 40.78 gpm Manifold Diameter 2.00 in Total Dynamic Head 24.06 ft Forcemain Velocity 4.16 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and ► SPS 316.300 WAC 4 in. min. Disconnect -i- Tank component is properly vented Alternate outlet location Forcemain diameter Weiser Concrete Manufacturer 2 in. Capacity 950.00 Gallons T Volume 25.00 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 20.46 511.62 B 2.00 50.00 ~Cj_ P♦ ump oft elevation (ft) C 6.54 163.38 T 89.75 D 9.00 225.00 D Total 38.00 950.00 iF- Dose tank elevation (ft) 3" Bedding under tank. 89.00 Alarm Manuafacturer SJE Rhombus Note: Switches Alarm Model Numbe JB Plugger XL containing mercury may not be used in Pump Manufacturer Zoeller this system. Pump Model Numbe BN 153 Pump Must Deliver 40.78 gpm at 24.06 ft TDH Project: Bullis 5 bedroom replacement mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name _ _ Jeff Fox Phone (715) 755 2461 POWTS Regulator's Name _ St. Croix County Zoning Dept. Phone (715) 386-4680 w System Flow and Load Parameters Design Flow - Peak 750 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 500 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1585 gal Maximum TSS 150 mg/L Soil Absorption Component Size 750 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound ___Inspect for ponding and seepage, once every 3 years Miscellaneous Construction and Materials Standards 1 Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SIPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished . Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Bullis 5 bedroom replacement mound Page 5 of 9 i Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01, R. 11/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1 /3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required However, 'f such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches alarms, and pL;mp~ , proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necess,i Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, anu the 111ounc sha~~ De seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replacea to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repairea or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. IL, PUMP PERFORMANCE CURVE TOTAL DYNAMIC HEAD/FLOW MODEL 151!152!153 PER MINUTE 50- 14 45 153 EFFLUENT AND DEWATERING 12- 40 \ MODEL 151 .152 153 S 35 0 152 Feet Meters Gal. Ulm Gal. Ulm Gal. Liters = 1 v 30 5 1.5 50 189 69 261 77 291 a 151 10 3.0 45 170 51 231 70 265 . Ali o 2 15 4.8 38 144 53 201 61 231 20 8.1 29 110 44 187 52 197 6 25 7.6 16 61 34 129 42 159 30 9.1 23 87 33 125 t5 4 35 10.7 - - 22 85 10 40 12.2 - - - 11 42 2 Shut-off Head: 30 ft. (9.1m) 38 fl. (11.6m) 44 A (13.4m) 5 0145088 0 10 20 30 50 60 70 80 90 1 GAl1!?NS Lf1FJ2S 0 w 80 1 0 1 200 240 280 3 360 PER 0145WA Model 151 Models 1521153 feo.7e ~ni.In;4,;n14md'scAz7er'ey:. CONSULT (ACTORY FOR SPECIAL APPLICATIONS 67132 _7 61N --7; 37/8 4 5re 3 27132 4 5A • Tuned dosing panels available. T • Electrical alternators, for duplex systems, are available and supplied with an alarm. ' 3 718 ' 27112 • Variable level control switches are available for controlling 9718 3 27132 single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available for outdoor installations. See T FM1420. Over 130'F- (54'C.) special quotation required. i 151/152-/153 Series 6 12119 -T 15111521153 YODELS Control Selection j Yodel Volts-Ph Mode Amps Simplex Duplex s v9 N151 115 1 Non 6.0 1 2c(3 4 i BN151 115 1 Auto 6.0 Included 2 or 3 L I L _E151 230 1 Non 3.2 1 2 or 3 BE151 230 1 Auto 3.2 Included 2 or 3 5x2444 N152 115 1 Non 8.5 1 2 or 3 E3 4162 115 1 Auto 8.5 Included 2 or 3 E152 230 1 Non 4.3 1 200 3 BE152 230 1 Auto 4.3 Included 2 or 3 1,1153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2 of 3 E753 z3o 1 Nm 5.3 1 2of3 SELECTION GUIDE 6E153 30 1 Aulo 5.3 Included 2 or 3 1. Single piggyback variable level float switch or double piggyback vaiiaoie vol lehoat O CAUTION switch. Refer to FM0477. All installation of controls, protection devices and wiring should be done by a qualified 2. See FM0712 for CAReet model of Electrical Alternator E-Pak. ficensed eleclncian. All eiectrical and safety codex should be followed including the most recent National Electnc Code (NEC) and the Occupational Safety and Health Act (OSHA), 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. <U} MAIL T0: P. O. BOX 16347 - ` Lousvilie, KY 40256-0341 Manufacturers of.. SHIP 70: 3648 Cane Run Road o Louisvufe, KY 40211-1961 Qva~irrPuc+ae Svcr /999 hupYAyww-zo J ercom PUMP ~O 502) 778 FAX 31- 17036928-PUMP (502) 4- © Copyright 2004 Zoeller Co. All rights reserved. P~ 7o c9 Ex`s +?5 •t c!P 2 I iQy4~ /lead, !o 5/S CD~6/lSL~bnl C~'~6• f~icdSo 7, u.~ ~ SVO /G Y ~1 gE`r~Scc~yf! Sec. 3~, ~,z9~1..~ i9~J 7~r. of ~{Kdsa~ S6 • Croir .i Z cc. n~C / f!9 acres. ,A E , 16.+.+'t. rTop of C'G ,ble S~,C erg. C- EiI'e~(~ t/STurw~el f -lee /0 2. ~o agoretiabk ti AppPokMtt/-e S/apt -tlva L B3 Z rd ~~.d v $ N p all, a It P/-o O o 5 e. c~ ✓ 5e,9s-7.,1-~;7dSS "44 62I 8 ~ f~id~d.sedGcJ.~Ns~C~'r~crc~;-~ -0 I I ° Ill y 111 i ProN0.5td iYjou.,da.-6 Ag7s S ~o CSa Tam u4Y d.11 s&I&e//, -5w,40 ee e i•e 4' /off Cvrne. svc~t. /~ssu•~[ol /oio 6a 6u✓C/ooSCzertexu' 7f -tee (,~/Q~er~ /s ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Oowner/Buyer~~-Ie'i 1 Mailing Address s2~.. Property AddtA~3s W- < t co ~L 1Gf(~ (Verification required from Planning & Zoning Department for new construction.) City/State 1~AS(J-0 ~ Parcel Identification Number 5,3,0-- /4~° 3Z-OV0 LEGAL DESCRIPTION Property Location 9 ~+G '/4 , Lt) '/4 ,Sec., T N RW Town of u Gil JSO In Subdivision Plat: Of w l ' J So r I.ot Certified Survey Map # Volume Page Warranty Deed # (before 2007)Volume Page # Spec house ❑yes 0 Lot lines identifiable esOno SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the fimction of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on t s form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a w ranty deed recorded in Register of Deeds Office. Number of bedrooms SIGNATURE O P ICANT(S) DATE "Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) C'u -5b q N 07 ~f I 1_,QT 1 ~S M. I LdT~ ~5~1. I VQI. 5, PG~1347 ( YbL_8, 2Gy1347 I la n o i >lA,s 00y2'4o' E x~ S 00'5516" E NM-3" 1/4 4NE v r5 00'55'16' E 323.99x 66'16" E a 2733.52' 2234.22' ~J .n y► 1< g Q ` > 3 7t i o ¢i U) C7 N O I IAN /I C4 i ~ ~ a3 I~.1 v'` I I N u1roP~w 03 A f 1 4 ~03 m l I m'~ 1 f al ~ t ~ m~ ! I ,fir i 1 s 1 s otbrsa" E ik 1 f . _ 132.48' Cd. 4 i 1O4v~1 ~I W C► 00 do Q ~1 3OLM N ' W N 0110*12' w 399,04' w 1til mw 1/4 1 II ~I i ai UNPLATI'ED LANDS , 6 9l ~a~ w~~z ZG 9 1 oz zt Rxi G ST- Zvis vSS RY6. . ECEIVE[ 2422 Wisconsin Department of-5P5 SOIL EVALUATION REPORT. (fir c ~53P5 Page I of 3 J q 4.,2.___ D 15 in accordance with x-85; Wis. Adm. Code A.C.E. Soil & Site Evaluations _r Atta Took i 0 (ta~perr not less than 8% x 11 inches in size. Pla St. Yi115fdtlEi d horizontal reference point (BM), directio t. Croix S north arrow, and location and distance tc jRev'ed 020-1 8-3 000 Please print all information. By Date rjp Personal information you provide may be used for secondary purposes (Privacy Law. s. / Property Owner Property Location Robert Jasinski Govt. Lot NE 1/4 SW 1/4 3 T 29 N R 19 W Property Owner's Mailing Address ?3~2 Block # SubdName o SM# 331 LaQuest Dr. na at Of Windsor Heights City State Zip Code Phone Number City Village ✓ Town Nearest Road `p 45 CabbkS » (-E Danville CA 94526 (925) 831-9727 Hudson -Carriage tarre- V New Constructior Use: ✓ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material Flood plain elevation, if applicable~OAA' na General comments and recommendations: 6" Mound recommended to overcome sicl subsoil. Site must be cleared of heavy Buck Thorne infestation prior to determining final system location, configuration and elevations. /oe-~,avx ` ❑ Boring # Boring w~•C~. V Pit Ground Surface elev 99.72 ft. Depth to limiting factor 49" in. Soil Application Rat Horizon I Depth Dominant Re ox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 1 0-11 1Oyr3/2 none sil 2fgr mvfr cs 2fmc 0.6 0.8 2 11-21 10yr5/4 none sicl 2fsbk mvfr cw 2vf,fm 0.4 0.6 3 21-35 7.5yr4/6 none Is/sl 0sg/1 msbk ml/mfr gi 2fm,1c 0.4 0.6 4 35-49 1Oyr4/6 none sl/Ifs 1csbk/1msbk mfr/mvfr gi 1fm 0.4 0.6 5 49-60 7.5yr4/4 f2f 7.5yr416 sl Om mfr - 0.2 0.6 Horizon #3 consists of a mixture of soils dominated by 7.5yr41 O sg Is &7.5yr4/4 1 msbk sl. Horizon #4 consists of a mixture of soils dominated by 7.5yr4/, 1 msbk sl & 7.5yr4/6 1 msbk Ifs. 2] Boring # Boring r/i Pit Ground Surface elev 100.72 ft. Depth to limiting factor 52" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture StructurE Consistence Boundar Roots GPD/fN in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 1 0-11 1 Oyr3/2 none sil 2fgr mvfr cs 2fm,1 c 0.6 0.8 2 11-36 1Oyr5/4 none sil 2fsbk mvfr cw 2f,1me 0.6 0.8 3 36-52 1 Oyr4/6 none gr sl 2fsbk mfr cw 2f,1 me 0.6 1.0 4 52-67 1 Oyr4/6 f2f 7.5yr4/6 sl 1 csbk mfr gw 1 vf,fm 0.4 0.6 5 67-79 1Oyr4/6 f2f 7.5yr4/6 s/Ifs/sl Osg/lcsbk dl/dsh - 1vf,fm 0.7 1.6 Horizon #5 consists of an unsorted mixture of soils dominated by 1 Oyr5/6 Osg s, also including 7.5yr4/6 Osg Ifs & 7.5yr4/4 1csbk sl. No Redo,. concentrati f . OM 10yr4/6 Ivfs & limstone fragments observed at 79". Effluent #1 = BOD 5 30 < 220 mg/L and S >30 < 150 mg Effluent #2 = BODS< 30 mg/L and TSS < 30 mg, CST Name (Please Print) Signature: CST Number James K. Thompson 3&G2 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 11/2/2015 715-248-7767 Property Owner Robert Jasinski Parcel ID # 020-1448-32-000 Page 2 of 3 F3] Boring # Boring Pit Ground Surface elev 100.00 ft. Depth to limiting factor 36" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD1* in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 1 0-12 1 Oyr3/2 none sil 2fgr mvfr Cs 2fm,1 c 0.6 0.8 2 12-22 1Oyr4/4 none sicl 2fsbk mfr cw 2fmc 0.4 0.6 3 22-36 1 Oyr4/4 none gr sl 2msbk mfr cw 1fmc 0.6 1.0 4 36-59 1Oyr4/6 f2f 7.5yr4/6 qs/lfs/sl Osg/lcsbk ml/mfr gw 1fm 0.4 0.6 5 59-71 1 Oyr4/4 f2f 7.5yr4/6 0m/0s9 mfr/ml - 0.2 0.6 Horizon #4 consists of a mixture of soils dominated by IOyr4/6 Osg s, 7.5yr4/6 Osg Ifs &7.5yr4/4 1 msbk sl. Horizon #4 consists of a mixture of soils domin by 7.5yr4/4 1msbk sl & 7.5yr4/6 lmsbk Ifs. F-1 Boring # Boring Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft2 in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 Boring # Boring Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 <220 mg/L and TSS >30 < 150 mg * Effluent #2 = BOD 5< 30 mg/L 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 1- Y 608-264-8777. SBD-8330 (R.07/00) A.C.E. Soil & Site Evaluations ~ ' iSO~/Q✓CLI~~Gr • Luca ~✓~ro/O. S i i liS'S Co55/e 5e ~r t. 3Z/a~o~lJ%ac/so (gip Lot U ~J f~ei~g~Es ~E~'{swy¢~~e, 3z, 56. d.ro ~ X ,4c-1. o.Zo-/,/v8. 32-0 4«s. s0 r /2~/'G6~~/off SEak, r 81 J ~ s p p .J 0 O O O N: W~ _ h E in m o b 0 m ~ m o O p n ' V N C ~ C O OpN O N L t a N N K -p p x 'oOC 3 rn= o o m m Z C d d o 'o U m m m 2 K d m O o t m y = m c U o p o E_ m d r x 3 m C.) o m o = m > y m o LL 1- F U (n (n O J tr O (n U J d' K 0 t- LL' ~.O ■ ^ N I W g V J ` El a CD W co y m o O U _ _ PtA t At1+,~hJ fit VF) t a At; y, z I F~ ° « (IN 1 z.- y~A ~ 8x Y gz° x 4 i( ~ ern ✓ ~ uy m~4 . sk, §o- ~ ~ M Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of _ Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code ( County Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. Oa J AI percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. R e b Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ l T Property Owner Property Location Govt Lot C= 1 /4 tv 1 /4 S_? j2- T 2-'1 N R r E (or)C1~ Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1. -A 7615 3Z l_k'rn o, 14n hf~) l sr ll City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road I&Ciyn (W/ 1,W16, I 'New Construction Use: E& Residential/ Number of bedrooms_ Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material 0 LZA~b Flood Plain elevation if applicable General comments and recommendations:) byi f ev4/0'n fop Lofi~l d Lower a sly, yw Boring f~ Baring # ~ I E4 Pit Ground surface elev. _ 7. W), ft. Depth to limiting factor in. Solt 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 Il-30 1L S," 12 JJ< m~ c w 5' osc h-) Boring # Boring C Q 2 ® Pit Ground surface elev.) ft. Depth to limiting factor in. Soo Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Lb~ Z iC) -"3t, 1`C r y 5i I 2,Y-`bi Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST ame (Please P~nt) Signature CST Number fkcila:m ~.s ' Address Date Evaluation Conducted 7 Telephone Number 67 - k 3 Page of . ' Parcel ID # Property Owner Boring # ❑ Boring 1 tO ft. Depth to limiting factor in. Sol A ication Rate La--Pit Ground surface elev. GPD1W Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 *Eff#2 in. Morsel Qu. Sz. Cont Color Gr. Sz. Sh. J c w S~~ vet -7 1.2- ❑ goring # n Boring Depth to limiting factor in. :Ground,surface elev. ft Sol A ication Rate ❑ Pit GPDiff° Redox Description Texture Structure Consistence Boundary Roots ,Effff1 'Eff#2 Horizon Depth Dominant Color Qu Sz Cont. Color Gr. Sz. Sh. in. Munsell Boring in. F-1 Boring # Ground surface elev. - ft. Depth to limiting factor - Sol lication Rate ❑ Pit GPDIff Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 •Eff#2 Gr. Sz. Sh. in, Munsell Qu. Sz. Cont. Color ' Effluent #2 = BOD : 30 mglL and TSS < 30 mglL ' Effluent #1 = BODS> 30:S 220 mglL and TSS >30 150 mglL 5- - you assistance The Department of Commerce is an equal opportunity the departrrentrat 608-266 3151cordTTY 608-264-8777 services or need material in an alternate format, please SBD-8330(R.07100) Property Owner Parcel ID # _ Page of 13-1 Boring # I❑I Boring E4-pit Ground surface elev. q-7-50 ft Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsefl Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 r - r32 Sal 2, V-~ 5 • S va- ❑ Boring # ❑ Boring ❑ pit Ground.suTfaceelev. ft. Depth to limiting factor in. Soo A 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 Boring ❑ Boring # E] Ground surface elev. fL Depth to limiting factor _ in. ❑ Pit Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff? in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. `Eff#1 'Eff#2 Effluent #1 = BODS > 30:s 220 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•9330 (R.07100) PAGE SOF 5 NAME: CuLOT# LEGAL DESCRIPTION:Ak--1/4~1/4,S-Z,T2-SK,N,R,_ME(or4V SCALE: 1"= 6MI ELEVATION: BM 1 DESCRIPTION:' BM 2 ELEVATION: BM 2 DESCRIPTION:P y~ ®j/G C SYSTEM ELEVATION: ~yS.UV Gower 9y< 4>~ 4_ SYSTEM TYPE: e q 1-6 i i 1 SIGNATURE: DATE: e f) " 0 _ _aJ Q' w- _ I2 0 mjFUI- cnv 0 a-~ w z 03~F=1 C30 zaoSzFa0wFmo C14 N ( M Q LOT 1 C.S.M. I LOT 2 C.S.M. N N~ VOL. 5, PG. 1347 I VOL. 5, PG. 1347 I yZ~ V M I I U^ W R.A.=S 00'12'40" E ° = z z Q-f NORTH-SOUTH 1/4 UNE I _ _ y m z °m S 00'55'16" E _S 00'55'16" E 323.99' -S 0'55'16" E 41 Ilk 2733.52' _ ~~~,~~+77~~~~D^y - - - - H 2234.22 O ~ `U14++4"' W N02'59'10" W 199.16' Z~Z N p4'42 41 _rn O Z 3 N ? W _ 125_43_ _ 0.16 _ - 149_00 - 0_'N W 0 <N5 ~ N OZl X~iNZ0 mOQZ < O' in o N a rf W 7 ~ - P: Ln IN, 'o '01 F:K) zaZ P~~Wx0 _ 1 D 0°-< i OO O=ZW a: -j co ~.1 LL U ~ ytj0 _ (n ~ F~ 0 33 Z w 5=QQ ~d'gZ? Q w tno s, 1df U7 U a ~Ntn UN ~Yy>3 viWr Q ; C~, O w = = xi~ W N 07 M + w Win oz zZ.s H' c^O I co n V) I I i LW ZI -W w o~ WZ~ ;I w~ I 0 w t o mQ3~° ova w_ In - - - ~~o OFwOW o~ 0 I I N0101'S8'W ' N w00 tTh W m°L+I J 154.37 ZI z Q z Z Q z to c.i r, N 00'12'29' E I W O aVoj'°w ow ac°~FWO< Z1 °o - na44' g of w~j in w a gwwJ 3~ Z I l I LL: I ou V) Z Q z < QNC1 w~ W a<ao vvi Q I I ZC14, co I OI co Lo N Lo I / scq FY's I I I / cq N Z Z m °a. 3 / N I S 01'07'53" E 0 132.48' CL cP ~'t°~ I 3 3 L---- y />r co g C*4 C) / / - - \ \ I o CO O~ W 3 3 a / ~ Lo 1~ - _ lL a0N cn cl 0 °ro' Y 66 N < a M U -14 a ° \w~~ 'S3 \ N z I / Wr 'T \ \ 00 I N W T 00 L P a LL: ir E4 O `jam N Q 1 I N o I CO rn O I Lnl N a) 0 o3e~i~°o j 0 I C\2~~ 0V3'5$WJ QI a g n O1 o H~ tD I, J fV N = I w o F N ~W d ^w ao I I E-~ I al INS Lao) -i ul at (0 LL: ~ = 01 -t J V) z ZIP 00 00 Lo BOZ O i / Lr)~ I" IM 3e LL: 0: z $ $ ~I Ito t~ o ~Q Lo * • q a n- S - zl co co C 4\ a \ I M P' z ~ -J~ - - 93.31' 305.73' - CARMICHAEL RD. - - - N 00'50 4 W N 01'10'12" W 399.04' WEST UNE OF THE NE WEST U57OF E SE 1/4 1/4 OF THE SW 1/4 OF THE NI 1/4 M1 co NlaII UNPLATTED LANDS