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HomeMy WebLinkAbout020-1412-30-000Wisconsin Department of Commerce PRIVAT~ SEWAGE SYSTEM Safety and BuildN~g Division • INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used far secondary purposes [Privacy Law, s.15.04 (1)(m)). 'ermit Holder's Name: City Village X Township Preferred Builders Hudson Townshi ;ST BM Elev: Insp. BM Elev: BM Description: lob•~ ~6~ ~ SANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic / ~~ Dosing Aeration Holding TANK SETBACK INFORMATION ~~ ~ Iti0 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic 7 $ / 5~ ~ I ~ / Dosing Aeration Holding PUMP/SIPHON INFORMATION county: St. Croix Sanitary Permit No: 453053 0 State Plan ID No: Parcel Tax No: 020-1412-30-000 Section/Town/Range/Map No: 10.29.19.2595 STATION BS HI FS ELEV. Benchmark ~ ~~ Alt. BM S' ~ S~ /d6,o Bldg. Sewer u. 9~, s SUHt Inlet ~~ SUHt Outlet ____. Dt Inlet •-- - Dt Bottom f ,~ r I ,D Header/M n. o~ O /o1.7b Dist. Pipe irU~.6 Bot. System s.lol~ U .. o Final Grade 3 ~~ , ~DL. St Cover s ~ m.~.,, ~,:r 6. a ~ ob ~ bb . a /oo . ~ EL 6, ~ pb ,OS BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Li uid Depth DIMENSIONS ~ ~ 7S ~ I try SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: ~ ~~ ~ ~ ~ ~ ~ ~ ~ UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold tt h ~ , Di 12 Distribution ~~ 3 6,g L ~' x Hole Size ~~ ~ x Hole Sp2acing ' 2 ~ / Vent to Air Intake b n T~~J~ Lengt a ength Dia_ Spacing 7 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only l~a~+-~ Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/TrenchCenter I / BedlTrench Edges / ~ l Topsoil r / ` ~ Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~_/~/~~cLlnspection #2:~/~/~~(_ Location: 631 Wild Flower Lane HGUdson, WI 54016 (SE 1/4 SW 1!4 10 T29N R19W) Burkhardt Prairie Lot 3 Parcel No: 10.29.19.2595 1.) Alt BM Description = ~ ~7.~~ T ~-~G (~~ i ~~- 2.) Bldg sewer length = ~ / p/ ~(~r~ -amount of cover = s/I ~'~'"'~ ~ 1 ~ ~/y ` 'b ,,, Q ` Plan revision Required? Yes No ` ~J Use other side for additional information. ~~~~ ,~ D~ l', _ _ ~ ~ ~ , ~{ L Date I sepctors Signature ~ Cert. No. SBD 6710 (R.3/97) SOIL ABSORPTION SYSTEM Safety and Buildings Division 201 W. Washington Ave., P.O. Box 7 -- - County _ ~ ~ Madison, WI 53707 - 7162 Sanitary Permit Number (to be tilled in by Ca) ~seons~n (608)266-3151 •Q ~53D5-3 Department of Commerce Sanitary Permit Application ~ Plan LD. Number er p / q ersonal information you rovidr~, ~ Adm 21 Wis Code rd with Comm 83 In c ~ ~T~s, /p ~ (~ . , , p . . a co ) T ~ 04 1 x 15 L P i Proje (if different than mailing address) - ( m vacy aw, x . r may be used for secondary purposes ~(~ C't • ~ ~ r 1. Application Information -Please Print All Information 'lG, -f -, U .,~~~ - ~.,~(~ O, Prope Owners Name /C~ Par ~+~'~' N 12,t.tJ Prop rty Own is Mailing Address °p J,,( ,S ~ ~(( , ~G '/.,~'/,, Section ~_ City, State Zip Code Phone Number " ~ ~~ ! ~ q /~. ~ 1 1 -~6" Or / ci'~ ircle one) T ~~1; R~E or W l k ll t t i h y) a app lding (c ec a II. Type of Bu d Subdivision Name rooms 1 or 2 Family Dwelling - Number o e ' ~ ~ ~~~ ! ^ Public/Commercial -Describe Us ^-^ ^ State Owned -Describe Use ~ ~ K ~s) V3~C. ^City_^Villa T ship of - O. ~p III. Type of Permit: (Check only one box on line A. Complete line B if applicable) O2p - ~ (2 - ~O - .oZJ ( s A' New System ^ Replacement System ^ Treatment/Holding Tank Replacement Only Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date lsstted Before Expiration Plumber Owner IV. T e of POWTS S stem: Check all that a 1 ^ Non -Pressurized In-Ground Mound >_ 24 in. of suitable soil m. ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Li ^ Gravel-less Pipe ^ Other (explain) ' rea a Area I -' Desi n FI estgn Soil Application Rate( ispersal Area Required s ersal Area Pro os ystem Elevation t Sp • ~ - S S~ ~ • ~ ~ VL'Tank Info Capacity in Gallons Total Gallons Number of Units Manufacturer Prefab Concrete Site Constructed Steel Fiber Glass Plastic New Existing Tmtks Tanks ~ Septic or Holdinc Tank ~b b ..~ d Ott ~ (,~.J~~- Aerobic Treahnent L!nit Dosing Chamber /_Qv a /_ ~ ~ VII. Responsibility Statement- I, the undersigned, assume responsibility for i tallation of the POWTS shown on the attached plans. Plumber's Name (Print) Plum 's Sig lure M MPRS Number Business Phone Number ' ~' ~ 99~ / ~ 1~ b ~~7 S Plum~~Address (S reef, City,, Zip o e) V //^^ ~ u~Y V~ VI11. County/De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Surcharge Fee) Date Issued ~3~ / 1 suin Agent Signat ire o Stamps) ^ Owner Given Reason for Denial ~ ~ 30 D IX. Conditions o pprova 3~ ~~ p ^ ' _.L_ ~ IBC / A LA 4 ~ C ~ h2-~.c~"^_ S ~ ~ SYSTEM OWNER: ^-~Q,PL sc; Q~~~~i ~ n ,. . p , d ~=~ f ilter an ~~^ ~~- 1 Septic tank, efflu®nt ` S ~ dis ersal cell must all be serviced / malnt~ll~d ~ ~~ ( 19.o~.d' as per management plan provided by plumber. ~~----//I~ \ 2. All setback requirements must be maintained oc,e~.~ as per applicable code/ordinances. Attach complete plans (to the County Doty) for th! system on paper nor tens man orra x ,. rrr~r"os "." ~.~ SBD-6398 (R. 01/03) ...-- ~: /(~Do f(p O r.~•~- N ~ l ~ ~D T~ /,~~V~ ~3_ .l B/h -a ~ 99, yo ' ,-~O v~C I ' ~v~ p.08 l~' ~-aa ~9 ~ ~~~,-~ ~,~. - ~ $~.~ ~ ~ ~scons~n Department of Commerce Safety and Buildings 10541N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary March 23, 2004 CUST ID No.220357 BRADYJUTGARD 110 KELLER AVE N APT 112 AMERY WI 54001-1034 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/23/2006 SITE: Idenfificaton Numbers ` Transaction ID No. 980076 Site lD No. 671720 Preferred Builders Please refer to both identification numbers, Wild Flower Ln above, in all correspondence with the. agency. Town of Hudson St Croix County SE1/4, SW1/4, S10, T29N, R19W Lot: 2 Subdivj'~ion;,,B~~rdt Pra' e FOR:~.~c./ I~v ~c~ 3 Description: New mound, 3 bedroom residence ~,_~ U Object Type: POWTS Component Manual Regulated Object ID No.: 946561 r Maintenance required; 450 GPD Flow rate; 28 in Soil minimum depth to limiting factor from original grade; C~ n d d.~ System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1) and SSWMP Publication 9.6, "Des Pressurized Distribution Networks For Septic Tank- Soil Absorption Systems." pEPARtMEt The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes O and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in /L-~-- chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. ~- ,~ sEE GOF No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 1,45.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the design manuals noted above. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner 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. Key Item(s) • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. BRADYJUTGARD Page 2 3/23/04 Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(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. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and exceptions to the setbacks. 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 maybe made to me at the telephone number listed below, or at the address on this letterhead.. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely ~~ -' Patricia L Shy POWTS Plan Services (715) 634-7810, {~1~ 634-5150 , M-f 7:45 am - 4:30 pm pshandorf@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00. WiSMA.RT coder 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Owner's Name: Owner's Address: Legal Description Township PREFERRED BUILDERS PREFERRED BUILDERS 1325 CTY. RD. D EAST VADNAIS HEIGHTS, MN 551009-5260 SE1/4 SW 1/4 S10 T29 NR19 W HUDSON County: ST. CROIX Subdivision Name: BURKHARDT PRAIRIE Lot Number: Parcel I.D. Number: Plan Transaction No.: 2 Block Number: N/A 026-1130-24-000 aia~y 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 Page 8 PLOT PLAN Page 9 soil test t' ~ ~y ~ p p? Designer: BRADY UTGARD License Number: 220357 Date: 03/16/04 Phone Number: 715-268-6995 9 Signature: Designed Pursuant to the Mound Component anual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 9 Mar-~.9-04 1O:13A P.O3 ~~ ~~sd~, Mound and Pressure Distribution. Component Design r~z-~ Design Worksheet ~d~vu~ / (r or c) R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.Si0 Pecking Factor (e.g. 1.5 = 150%) 450.00 Design Flow {gpd) 1.00 Site Slope (°r6) 99.50 Contour Line Elevation {ft) 28.00 Depth to Limiting Factor (in} 0.50 In-situ Sal Application Rate (gpd/ft2) Note: Sand fiN (D) calculations assume a 7abie 83-44-3 m-situ soil tre~nent fcr fecal cdiForm of ~ 3ti inches. Distribution Cell information 75.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ftZ) 1 Influent Wastewater duality (1 or 2) Are the laterals the highest int Pressure Disribution Information (core) c Center or End Manifad 3.00 Lateral Spacing (ft) 4 Number of Laterals 0.188 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) _ 2.00 Foroirmain Diameter (in) 65.00 Forcemain Length (ft) 86.00 Pump Tank Elevation (ft) System Head (ft) x 1.3 gj,(p(P Vertical Lift (ft) 1.38 Friction loss (ft) 18.29 Total Dynamic Head (ft} Lateral Diameter Selection in. dia. o ions choice 0.75 1.00 1.25 x x 1.50 x 2.00 x 3.00 x in the distribution Y network? Enter Y or N If N above, enter the elevation ft of the highest pant. 9.38 ftz/orifice Does the forcemain drain back? Y Enter Y or N 10.60 Forcemain Drainback (gal) 46.90 5x Vad Volume (gal) 57.50 Minimum Dose Vaume (gal) 31.46 System Demand (gpm) Manifold Diameter Selection in. dia. o ions choice 1.25 x 1.50 x x 2.00 3.00 Gallons/lnch Calculator {optional) Treatment Tank Inforamation 600.00 Total Tank Capacity (ga!) 1000.00 Se is Tank Capacity (gal) ~ 51.00 Total Working Liquid Depth (in) WEASER Manufacturer 11.76 gaVin (enter result in cell 1349) Dose Tank Information Effluent Filter Information 500.00 Dose Tank Capaaty (gal} Zabel Filter Manufacturer 1 i.20 Dose Tank Volume (gal~n) A100 Filter Model Number WEASER Manufacturer Project: PREFERRED BUILDERS page 2 of 9 Mar-19-04 10:14A Mound Plan View 1- 1 1/L ~ ~ Obeervedon Pipe 0 • K . , q•L • • • • L:L:L: •:• , . L.L.L~••.••:L.L.••.• :• :L:q:Lw••:• :• :••:q:ti •• .~: . :;~:,... r..•.r.r:}'sr.r.: .r.~•r.r:t:r.t.r.t•l::~t.:.t.f. 'r..• t L•`.•1.•L••••L•L••.• 5 L t•ti•'.•'••'~•'••1••••'•••••t•'ti• '••'••• l;.'~.•;. r •; ~; ~•t•t•:•r~• :•:Lt t•: •t•r•r•r : •: •r•r; ~, •J'•r•t• ,;:•:r•t•t•; :r:r•r•r•r•r;r;r.r;f•r;: •: •r•r•r;r••': •r•r•.•;.;:•. •r•:•r; B - Lr . P_04 e 1_} m a~ _f -1 ~~"--- L Mound Component Dimensions A 6.00 ft E 8.72 in B 75.00 ft F 9.25 in 0 8.00 in G 0.50 ft 450.00 (ftZ) Dispersal Cell Area 6.00 {gpd/ft) Linear Loading Rate H 1.OOft K 7.40ft I 6.1 S ft L 89.81 ft J 5.&l ft W 17.82 ft a~c35~ 913.34 (ftZ} Basal Area Available 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.94 (ft) ~ G . ///Jf~ 100.17 (ft)-- F Dispersal Celr [~ Elevation H p1epe~l cell - 100.67 {ft) Lateral Invert ~~ ~ ~ 1.a x site slope Shading Key Q ~ Topsoil Cap © ••••~ Subsoil Cap ~•' ~. •~' •'' ASTM C33 Sand Tilled Layer ^5 ::r~:ti Aggregate ~` _~ o ° 1.5 ft a Aj ~ ~ e °~ 0.5 ft Project: PREFERRED BUILDERS Dispersal Cell ~:j~ •; •:•:Lr •: .; •r•r•., rq. ti:ti:~ ti:: :!::: J ypical Lateral .•} ~: =r=.~~r i:i:r•: ~ ' L.q 1.~..••.L.S~ A 99.50 (ft) Contour Elevation Geotextiie Fabric Cover See lateral details on Page 4 for number, size, and spacing of laterals. F Laterals are equally spaced from the ' i distribution cell's •-~- centerline in the ~ distribution cei! (Ax6). Page 3 of 9 Mar-39-04 10:14A Center Connection Lateral Layout Daigram ~.~ U~`~ ~ '1R Foroe mat n corx~ecdon via tee or Dross to manifold at an!Point- Laterals are identic al ~`P a~~j~ 7 P ~k. - i •i Turn-upvilt~slF+rslw or IEX---~ airaanoutplup Fbles driled on the tbetom of the lateral. Number of Laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate System Flaw Rate Total Dynamic Head Dose Tank Information Elechical as per NEC 300 and -~ Comm 16.28 WAC Disconrted _.. Laterals 6 forcrmsin of pVC$ah 40 per COMM Ta61e84.30-5 Orifice Diameter Orifice Spatting (X) Orifices per Lfateraf Orifice Density Manifold Length Manifold Diameter Forcemain Velocity P_05 12 38 ftz/orifice 1 Locking Dover with warning label and lodang device and sealed waterugnt 4 in. min. ~~ Tanis corttportertt is property vented WEASER Ca ~ 800.00 Vdume 11.20 Manufacturer Gallons gaUnch ~~ A B C D Dimension Inches Gallons A 34.44 385.70 B 2.00 22.40 C 5.13 57.50 D 12.00 134.40 Total 53.57 600.00 E-- Alternate outlet klcatlon ForCamain diameter ~ 2 in. weep trole or anti- siphon devk;e Ptrr~°R elevatan (ft) 87.00 ~--Dose tank eleuetion (ft) 86.00 Alarm Manuafacturer LEVEL Alarm Model Number DLV .__ Pump Manufacturer GOULDS ~~ Pump Model Number ~ ~~ Pump Must Deliver 31.46 gpm at 18.28 ft TDH Project: PREFERRED BUILDERS Page 4 of 8 ' P_06 Mar-Z9-04 10:14A _ _ -- -. I1 _ .. _ r P_O7 Mar-19-•04 1O:14A .~/ _ Mound System Management Plan (/ Pursuant to Comm 83.54, Wis. Adm. Code ~..~~- 1~~-~ f~ !~ v [1~~~ Ciervt>rai This system shall be operated in accordance wfltt Comm 82-84 ~. Adm. Code. and shall maintained i~acoordartce~~ manuals [SBD-10891-P (N.01/01) and SSWMP PubNcation 9.6 (01181)) and local or state noes periairting Y~ rruintenartce reporting. that could cause death. No one should ever enter a septic or pump tank s'rnoe dangerous gases mal+ be Pr~^t Septic and pump tank abandorvr-eM shag be in accadanoe wkhh Comm 83:33, Wis. Adm. Code when the tanks are no bn9ar used as POWTS components. far water tightness and soundness. Access openings Septic or pump tank manhole risers, acoess risers and covers should be of servrce. AnY opening deemed unsound, defective, or subled used for service and assessment shall be sealed watertight upon the carrtpletiorl to failure must be replaced. F_vposed access openings greater than 8•inches in diameter shall be secured by an effective locking device to prevent acxkiental ar unauthorized entry into a tank or component. Seutk Tank The septic tank shall be rrtein[airted by en individual oerttfied to service septic tanks under s. 281.48, Stets. The carrtertts d the septic tank shall be disposed d in sccadance with NR 113, Wis. Adm. Code. The operating condition d the septic tank and outlet fillet' shall be assessed at least ortoe every 3 years by inspection. The outlet Oiler shall be cleerted ors necessary to ensure proper operation. The filter cartridge should not be rert~ttortA.ed unless provisions are made to retain solids in the tank that may sough off ftte filter when remcroed from its enclosure. If the fitter is equipped with an alarm, the filter shall be servioed if the alarm is activated corttinuot>siy. Intenniltartt filter alemts may indicate surge flows or an impendkt9 continuous alarm. The septic tank shah have its contents rerrtoved when the voltrrte d aktdge and stun in the tank eoaoeeds 1/3 the liquid vdutne d the tank. H the contents d the tank are rtot removed art the time d a triennial assessment, marintenancs personnel shalt advise the owner d when the r>e>Q service needs to•tis perforated to mairdain less than ma~dnwm scum and skxige accumulation in the tank. The addition d bkAogical or chemical additives to enhance septic tank performartoe is gerteratly not requined. However, if such products are used they shell be approved for septic tank use by the Department d Cornmeroe. Pump Tank The pump (dosing) tank shah be inspected at least once every 3 years. All switches, alarms, ant puttps shati be tested to verify proper operation. K art elf k~ertt filter is installed vvt~ttin tits tank it shah be inspected and serviced as necessary. Mound and tsr+eatrre t7istributlon 8vsbm No trees or shrubs should be planted on the mound. Plantings maybe made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide same protection from frost penetration. Traffic (other than for vegetative mairttenartce) on the maxtd is not recormtertdad since soil compaction may hinder aeration d the infiltrative surface within the mound and snow cort~Cticn in the winter will promote frost pertetratfort. Cold weather installations (October-February) dictate that the mound be heavily rrtuicited as protection from frrsetirg. Infltbrtt quality into the mamd system may not e~kceed 220 mglL 80Ds,150 rrglL TSS, and 30 mglL FOG for septic tanik effluent or 30 mglL t3OD5, 30 mgtL. TSS, 10 rtgA_ FOG, and t0'cfWt00 mL for higftlyltteeted effluent. influent flow may not exceed mtodmum design fktw specified in the permit for this instaMaticn. The prossure distribution system is provided vrittt a fkishing point at the end d each lateral, and it is recaarrtertded that each lateral he flushed d acamulated sdids at .least ortoe every 18 rnortttts. When a pressure test is perforated it should be compared to the initial test when the system was installed to deterrrtine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal Dell shall 6e checked for effluent pondirg. Portding levels shall be reported to the owner, and amt levels above 6 inches kx~rtsidered as an irrtpertkfirg hydraulic failure requtrag additional, more frequent mondoring. Corititt~encv Plan if the septic tank or arty d its components become defective ills tank or corrtportertt shah be nspaired or replaced to keep the system in proper operating condition. 1f the dosing tank, pturp, pturtp trortrbola, alamt or related wiring becomes defective the defective camporient(s) shall be inxrtediately repaired or replaced wkh a component d the saute or equal perfarrrtartoe. ff the mound component faits to accept wastevtrater or begins to discharge wastewater to the ground surface, d will be repaired or replaced in its' present locaticrt by irtrxeasing tarsal area if toe leakage occurs or by removing biologically clogged absorptior- and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 d this plan for the name and telephone rNrnber d your local POWTS regulator artd service provider. Project: PREFERRED BUILDERS Page 8 of 9 Goulds Submersible Effluent Pump ~~ ~ ~Q~~I EP04 V I EP05 APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 3/4"maximum. • Capacities: up to 55 GPM. • Total heads: up to 24 feet. • Discharge size: 1'/z" NPT. • Mechanical seal: carbon- rotary/ceram is-stati ovary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Pump: EP05 • Solids handling capability: '/4"maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: 1 Yz"NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. P~ ~ 1995 Goulds Pumps • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz,1550 RPM, built in overload with automatic reset. • Power cord: l 0 foot standard length, 16/3 SJTO with three prong grounding plug. Optional 20 foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). METERS FEET to~ 0 a W x U z } 0 J 0 • Fully. submerged in high grade turbine oil for lubrication and efficient heat transfer. " Available for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^EP05 Impeller: Thermo- plastic enclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover: Thermoplas- ticcover with integral handle and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP• Canadian StandardsAssoclation (CSA listed model numbers end in "F" or "AC".) O 2 4 e e I C 12 m~/h CAPACITY Effective May. 1995 Mar '19 - 04 1 O : 15A ~_ /~Do~(O D u.u.~-~- ~ f,~w~ ~~ cho T /' %~ U~ I v 1 N 1 J . ~o ~.~` ~ ~3- p.08 ~~' aao3~ ~~ ~ ~Q~+- ~~.- t ,~,~-a 03/03/2004 10:17 7153815720 REMAX TEAM 1 REALTY PAGE 02 ' _ _ F1iaAL PLftT Lts'~ ~ ~ r.., 1nw~ypp~rrp~„e„entotCarwrarne __ SOIL EVALUATION REPt.,._~t~ page 1 ~ 3. felon of Safetyiand t3uRdngs " -~ --_ in accordance with Catnrt 85. Wig. Adm. Code Artech cArr+P~fa site plan on paper cwt less 1lran 8 1/2 x 11 tndt9s in s(zs. Plan must lAUmy ~ ~ Indudt3, but npt prrdtM !o: vertical acid horizontal refenertce point (B14q,'d!irection and parcel LD. peroen! slope, scale or dimensans, north arrow, and IoC2tion and distance to nearest road. Please print alJ information. ~~ Ey care ., Persarr 6to~lt+ttflOn Y~ PAS ~Y be wud for EoootberY PucP.nses (Privacy [pw. s IS.O! (1) G*dl Property R EC Ei QED Location , Lot SF 1/4StJ 1J4 S Q, T N R E (pr~® Pr~r owners Mail~g Address JUL 2 6 2Q02 '~ q Z 0 ~n ~a{ st • Lot block # subs, Name a CS - City State p Code (1pf-~~~~ t;,lty Q YlWge gown Nfe ROet! w' y~ ( ' ' '~ ~ ' ~ rl ~} Plew CorMbvr~on Use: oC~ Realtiential I t~lumb~ of bedrooms ~- y Code derived design ffow race ~GPp d R~0lntl'trl i ~ Public o' cvrnnt»erclal - Desutbe• i, , ~ Parent material ! ~ Flood Plain elevation r7 applidble ~L_ /.¢ , ~, General comments /~ h'\ ~ ~~ V~ ~~'• ~ d f ' ~ r and recor Y y a7 rrnegdaticns: (} vt -~i ur e1 w • ~9av ~ 9y st' Boring 8 ~ ~ Boring pn GrotuW sarfar~ eleY. ~ O~ tt Depth to ltmilinfl teC(or?~, in, .. horizon r tht Darrlnan! Colof 1]esctfption Texttae Structure Consistence Botmdary Roots GPDII!= ~ LL MunsaA ~ Qu. Sz ConL Color Gr. Sz. Sh. •~ .gi / 1 ~ ~ ~~ ~ --~ ~ 1 ~ G d. ~ ~/ p . ~ ° P ( a ;, d s # ~`°° ~ Ptl Ground surface elev. ~~ ti ne..rr.... n...cr:.... s,,.....- ~L'1 . ~ > Dep~i Doml~ant C!cdor ~edmc pesatpfion • . ~ Mt-nsrsll (]u. Sz. CanL Color ~ ~~ 2 3 ~. t ~ -l .5 ti •. :; r, :' E '#1 = DOOs ~: _c'.120 nth, end TSS >3ll < 1$Q "~ CST ( 'Pdnq ddress . ~cj; d~S~ TeYWte SWcture COn'sistetue BourKla "Roots GPDIflr G~ Sz. Sh. •ElFii1 'h t ~V ~~ ~ Z`'"'~ c ?ter, rrt~-r' - - . 5 Y ~. Ef6rrent tR = 800, < 30 mgl!" prn! TSS < 30 mgll, .+~ ~ CST lVrgr~ Q Dafe Evaluation Conducted , ~ Telephone SBt)•83~o rsrmmm is ,a 03/03/2004 10:17 7153815720 REMAX TEAM 1 REALTY ~_ . PAGE 03 ~ Parcel 10 it O[ t'~ Property Ownrsr -C1.. # Q Boring o ~ O i a ng B ^ Pit ~~ solace elev. ~~~ ft. OgPth b Wnllin0 n. tailor Solt tfo^ to Ftorfzvn , Depth ~: pornlnant Cdor ctedox Description TQxtufe SlrutYrre COnSlstenot Boundary hoots - GPWtR 'E1TrF1 'Ettt2 in Mansell qu. Sz. ConL foloc Gr. Sz. Sh. ~ . ~ ~ PY1~ G ~v~ S . ~' , Z -~ f f. Z$ l O ---- 5. m ~' ~ ~ $. °, ~A-~ la _ . ~Skl CZP ?.5vr`il~l Si I Ztr' ~ ~ _ ' S '~ • L_._.-J boring # • ^ SOfI"fl . L -1 ^ Pit Caroun6 surface elev. tt. CeptA to 6mifkrg fstlor i^- SoH AppGpNan Rate Horizon popth porrthtant Cobr Redoz Description Texhrre Suuclure Consistence Boundary Roots GPOJ(tt h. Mansell tart. SZ. Cont. Cdor Gr. Sz. Sh. i. 'EtYt11 '~GZ ~. ,:ate. ~~~ ~ ^ Pit Gawr'rd curtace elev. tl DopB- to >4rtlfing (actor in. R' Soil licatson Rate Horizon 4eoth~, Dominant Color , Redox OescriPtlon T¢xlure Struchue Consistence Qoudaty Roob, P r ~ irl Munsi24 ' • , rlaU. Sz. Cont. Color Qr. Sz. Sh. "EPEgi tttt2 s r, ~ ' ~ " EYIIUQnt !!i =BODY > 30 ^220 rt~p/t, and TSS >30 < 15(1 rrig/l. • ENtuent 02 ~ BAD, ~ 30 tMrpll, srrd 75s < 30 rrx]IL • ~ ThQ Departtixegt Rf Com~co u pan equal opDortuniry servigc. provider and employer. if you need assistance to access servicfs or need material in Art; alternate format, please contact the dcpartmrnt at 60B-26G-3151 or Tl`Y 608-2t>4-8777. SII0.~37o(ROr~ e ~ . j 03/03/2004 10:17 7153815720 REMAX TEAM 1 REALTY PAGE 04 r ~.-- ~ , ' .. PAGE,~OF~ r ` 1 O ~ i. iv'iti u ~ ~ ~ (r~'~k I,~T# a-~ F~Af,~_DFS~'R fPTIO S ._ BM 1 EI,FVA'i•ION ' /QU~ ~ BM I DCSCItiPTION 14r~ o-~ ~ ~ Oy_L ,O.YJ~ ' BM 2 ELEVATION .~pp~1 13M 2 DESCRIFTI'ON Yom' ~~ .~ "~r~c. ~=+P~ . SYSTEM ELEVATION /DO• ~O ~~ SYSTEM TYPO 1110 ~ nc~ Sy ~~~ ~+^ -- ®-' CONTOUR EI.I:VAx'ION 9`9. ou ~ y~So , "l~'1~~-V ~ . ~. ~ 1 ' ~ ~ 1 , I ~. ~ d ,. '~ i- ~ r t ~. L' (' 99,a~ ,b ~sb ~~ _. rA •E . ~ ~ DAxE ~ .~ ~~_v , Wiscdasn Department of Commerce SOIL EVALUATION REPORT Page ~ of 3 Division ctt Safety and Buildings 1 in accordance with Comm 85. ws. Adm- r•.nrfP Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County ~~ .l include, but not limited to: vertipl and horizontal reference point (BM), direction and Parcel I.D percent slope, scale or dimensions, north arrow, and location and distance to nearest road. . ~ Z 0 -~ ~ ~ ' 30 ._ ~~ Please print all information. views Date Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)). - ~jr~ ~ a % a~ Property Ow=er ~~S D ~~ ~ ~ ~ ~ ~ fir/, ~ ~ rty Location ~ Z fC,,~r 1 Gov .Lot ~ F 1145 (,v 1 /4 S (J T Z N R E (or) Property Owner's Mailing Address ~ 1-~ Z o 1~r-t ~a-~ 5~ ° ,!l~'~ ~ 6 LOU2 Lot Block # Subd. Name or CSM# ~ p ', `[ f Z~f b City State Zip Code honeSt~ur~¢~.~{ ~ , City ~ Village [Town Nearest Road u o~ Sp w I SN4/ ( ~~ ~ ~ ~ ' ~=~ cQ ~l _ ( ~i~ ~ New Construction Use: [off Residential / Number of bedrooms ~-~-} Code derived design flow rate 5 GPD Replacement ~ ~ ~~ Public or commercial -Describe: Parent material _ r i // Flood Plain elevation if applipble ~~/~ ft, and recommendations: S~,ST~6~ ~ ~'~ U~ lDG• -3 d ~ ~/ ~7 ~,S'G2~/l Cc'.~ loan ~u~r el~u ° y9°o ,~ 9y ~' Boring # ^ Boring pit Ground surface elev. .O ft. Depth to limiting factor ~~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ~ O-[Z l~ 312 - ~ Sil 2 ~~ Iv~ , 5 . B Z 2 ~ 2~d [~ ~i ~ - ' 1 2ms k m-~r c ` - • 5 • S 3 2~ ~`fD - ~ 5 C z P ~l • 5 ~ ~~ ~ I 2tY, sbk ~~ - - . 5 . ~ Boring # ^ Boring ® Pit Ground surface elev. 9n, ~e ft. Depth to limiting factor ~ _ in. Soil Appliption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *Eff#2 Z 12 - 3~ [ ~ y ~~ - Zmsbk ~ ~ - . 5 . g ~ ~-3~ [ s P ~"[ .5 ~ I~f s ~ 1 Z-m ' mfr -" - . 5 , 8 ~awc~n x ~ - wvs ~ vu ~ ccu myr~ anu r as ~~u ~ iou mg/l_ -Effluent #2 = BODS < 30 mg/L and TSS _< 30 mg/L CST Name (Please Print) ,Signature ~ ccT nr~~..,r,e. z ~/ 3 ~~'-= S~ Telephone O zo -G z ~~s z~r ~-y~~ SBD-8330 (R07/00) ., i . ~. Property Owner 1 V _ r Parcel ID # J Page Z of 3 U Boring Boring # ~~~p) ® Pit Ground surface elev. -~- '= ft. Depth to limiting factor L ~n• Soil Application Rate tion Descri d R Texture Structure Consistence Boundary Roots GPD/ftz Horizon Depth in. Dominant Color Munsell p ox e Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 -t I [ 312 m~' c (~.~ , S : F' U Boring Boring # ^ pit Ground surface elev. ft. Depth to limiting factor ~n• Soil Application Rate tion Descri R d Texture Structure Consistence Boundary Roots GPD/ftz Horizon Depth in. Dominant Color Munsell p ox e Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 U Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ^ Pit Soil Application Rata tion ri D d Texture Structure Consistence Boundary Roots GPD/ftz Horizon Depth in. Dominant Color Munsell p esc ox Re Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 = BODS > 30 < 220 mglL and TSS >30 < 150 mglL '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 (R07/00) f , SCALE: 1"= 7d , BM 1 ELEVATION ' /Q~O • U BM 1 DESCRIPTION {~P o~ / ,, ,Qum %.~~l ~e BM 2 ELEVATION / 9 ~U BM 2 DESCRIPTION ~,p o`ff' ~ ~~pr~- ~%~~ SYSTEM ELEVATION /00.3 d SYSTEM TYPE ry~ o ~ nc~ Sy S~~ r-^ CONTOUR ELEVATION jy. 0a •~, 9`/. Sd PAGE 3 OF~ 2c' ~d ~- C~~ `' ~,1 99s~, ~ ~-U ~ a~~ ~ CQyl~T't1/:~'RUNK H~QHWNY _I-' N' ~0 Naa'01'!S7"'E 003.ab' fi42Z.8P - ._._..~_._ _.~~.. .__._._._ 1. ~. ~, 1 G ~ - ...... ~ ..• •.....• ~ •..... •~ ~. ..• ~.~)i., I.,. i..i. .1• to ~~ ~~ •~ ~ 5' ~ ~ ~ ~ .~. ~ ~..~ ~ .. o 4~ ~{ ~ S00'01'S7"W 385.2/ ~ N ~ ~, o. , : ~ ~ xr ~ • . ~ ~ I N ~ r v Izat'~~ ~ m o t 1 rr.sr ~ ~ ~ A ;p ~ ~ w ~ ~ ~ ~O \y ~~ •>a c~ ~,:` •• by ~ i~Q~ t ~ \ ~ \ C' _~t ~! ry ~ ~ ~ iY" ill ~ ~ ~ \ ~ ~~ ~ ti/ 1~ .~ ~/ ~~ `~ 0 O ``` i~ ~ ~ ~ ~ ZZ ``~~ '~ G ~` ~ `° ~p ~ m~ u, a to N -gyp r ~`.~ O V ~ ~ ~ ~ O S ~, ~ J D '~ ..A~NM oNAD 4. ~I~N~..~~mm ~ ~ ~ UN ~~ ~~~ u ~ ~ ~ ~ ~ V "~ ~ ~ ~ .~~ ya ~~ ~~ m Y ~y+ x r~ ~i ~n ~ It7 Q o ~ 8 ~ ~ ;}885 m T '' ~ ~ V nr ~ ~ « r regwotans ti.~., wauonos, mtnlmum tot d=~, pee~s~ to poreN, rtc.) B~fon purehostng or- davelopinq any porul contact "•e St. Crots County Zoning Offie~ and th• Town of Hud~ for odNce. `, .\/ ~~ ,Q, .` \ ~, a \~?N~ . .~; ~' o ~ r / / ~'a~? G' ~O Id ..... ~Ire'F~~ . .'1"C' ~~ ar m i I+ I~ I' I~ ;I ' ~I I I I I I \ ~ ~ \ f~~ ~j \ ~ \ aa!! \ \ ~ ti D ~, iF ., ~ ~~ o ~ ~~, ~ ~~~ ~ ~ ~\\~ \ ~ ~~a~ ~ ~ oom \\~~~ F ~D \ \ \ •o'J~. ~ \ ~~.. dv ~ ~' ~ _ . tJORTH_SOtJTH f/4 l.1NE . ~ . _ . _ . _ . _`~, 1 ~ •P~Q I O. 0 iY ' iQ R ~ t ~ i~'ll $ ~ ~ ~~~(~~ ~. TOTAL F' . L ~ 020-/mil 2 -d2-~~i~ ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address Property Address City/State LEGAL DESCRIPTION Property Location ~'/4 , Subdivision Certified Survey Map # Lot # ~ . Volume ~, Page # -~ Warranty Deed # /. ~ ~~~ / ~ , Volume ~ ~~y ,Page # ~Q~ ---~ Spec house yes ~ Lot lines identifiable yes no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatmer_t stage in the waste disposal system. Owner maintenance responsibilities are specified in § Comm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County 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. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Department within 30 days of the three year expiration date. SIGNATURE OF APPLICANT _/_/_ DATE OWNER CERTIFICATION Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the pro described abo a virtue f arty deed recorded in Register of Deeds Office 3/~~ SIGNA OF APPLICANT DATE ****** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. ****** (Verification required from Planning Department for new ht/V Parcel Identification Number DZA - ) `-E lZ - ~ ' ~ (• ~595~ '/4 ,Sec. ~, T ~N R~W, Town of Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. U 2500P y0~ STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number WARRANTY DEED This Deed, made between James D. Henry and Allen C. Nyhagen, a/k/a Allan C. Nyhagen Grantor, and Preferred Builders, Inc. Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Lots 1~3~and 4, Burkhardt Prairie, located in part of the Southeast 1/4 of the Southwest 1/4 of Section 10, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; being Lot 2 of Certified Survey Map recorded in Volume 16, Page 4407. Recording Area ?'~3t~ 1 4 KATHLEEN H. iIALSH REGISTER OF DEEDS ST. CROIX CO. , wI RECEIVED FOR RECORD 01/29/2004 04:30PM WARRANTY DEED EXEMGT # REC FEE: 11.00 TRANS FEE: 556.20 - COPY FEE: CC FEE: PAGES: 1 Name Lia~~nTiTl~, INC. ~J ~~~iL--2C0 C,/ FILE tdv, 2221 E$q_ Part of 020-1010-20-300 Parcel Identification Number (PIN) This is not homestead property. Q~) (is not) - Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any. Dated this ~f 7-i day of July 2003 AUTHENTICATION Signature(s) 3ames D_ Henry and Allen C. Nyhagen, a/Wa Allan C. Nyhagen s authenticated this day o/f'_.JlGry 2003 TITLE: ~,rn c=-rn -rte n ~ n ~~ ~,~~~i~~iv~ (If not, ~D~,Dl1~iG p~/~°/Y,~~O~l.~~ authorized by § 7)t 6 Wis. Stats.)1~~~,~~/~~/D~ THIS INSTRUMENT WAS DRAFTED BY "7 Attorney Kristine Ogland Hudson, WI 54016 (Signatures may be authenticated or acknowledged. Both are not necessary.) .V t amen D. Henry + Allen C. Nyhagen, k/a Allan C. Nyhagen ACKNOWLEDGMENT STATE OF WISCONSIN ss. County ) Personally came before me this day of the above named to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. Notary Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: •) "' Names of persons signing in any capacity must be typed or printed below their signature. ~nrormatfon ?roreaslona~s company, Fond du lac, WI STATE BAR OF WISCONSIN eoo-sss-zozi WARRANTY DEED FORM No. 2 - 1999 I ! FEB.27.2604 1:51PM GEORGE W OLSEN CONST N0.892 R,3/4 e SUR~I~~ ~-: PR~QPaSED ~. f ~ h~OUS~ , ' ~ " ~UILD~RS '.i a .. i <, ~., ~ ,~ r k t ~ ._ ,.~ .J I ~ ` , W~ LD F'L4WER ~l../~N E~ f..^-. -_. , 120 I ~+,_^ ~._,_ ~ __ _... ._-~,~e°'~~os'~~ ~ _ ~ , "~- -~~.....~w.. -' ! ~ 50' SUM-DING ~Q`~`-~~i~,.' ~ ~. ~~~ aZ, i ~ ~ ~/ P ~ Y6ACK qQ~~`~~~' f ~ , 1 ~ a / ~ i d ~! ~ 4. f, I ~ N,N ,.-' ~ i ~ I i L..-`_-~..-------- 177,6' ----- ~~~ ~~ ~ ~ S I-' ~ p~ ' A ,~~~ WAS ,~'~ , I ~ ~~ ~,~`~ ~ A 9~', E~CORp~p 'r I I I ~~~~ ! ~ , E PLAT I ~ A I ~~ ~ WflVlDbWS ! r., !~,• ~ ~ ~. F M • * ~, ,, I ~ ~ ,-,- - !' I ~ . ~Q ,~ ;, ,` / i +~. I 925;0 U , I ,~ ~•~ i , ~~~ ~~~:/ ~ ,}1 ACRES ( f ~ 1~ ~ ,~, ,1 ~,1 ./' ,, ,r, i r ~ - ~' ~r: r~FTHE ~ :k ~ ~ 1 ~ ~ r yi~'~ ~~~ 'i ~',~,~ ~ I !~' 1"29. R19, I ~ ( ~ _ ~- r •µ~ ~ ~ J f - %` M'TY I /, ~ r - ~ ~ ~ ~ s , I r ~~ M~ '' r' r J J~/!'J! s ~Pn pared ,py m. ~ ~ i ~ ~ Y` o~ ~ ~~Y J az '~~ r ~ litenaed (and ,~~, ~ ~ ~ ~ ~ .,! ~~ ~ •~~ ~ ` ~' aj _ ~~~..- ,ZCp.B$ a e~ ~ r~ ~~ ,.rte. ~ w r r ' I I ~89'44'6Q"B' ,~ , '~, ~ , a '~~ ,` 4 w ,. ', F.. t. ~~ K I , ~ ~. I NSS°aaa6°E j34~.69~ MGII°?dQ`u'4~p _~D~ O~ 2°°:99' 144.7x ------- • 2a DRAINAGE 415.54' _ - -' -' - 45' 45' I ~---- ~. . •. .Q~ .~` EASEMENT \. • . Q~li~ . ~ _ 917.0 ~/ ~O - --- 10a ~-\ : , : , • , ~ . • . . • . ~' ~ / ROIN PIPE~ELEV~ ON=921.57 ~>~~ ~I :\~~~~ ~ ~S1 ~h LOT: 1 ~I ~ ~ ~B.o. =srr~.o "~~3 ti~ ~ 2.080 ACRES `-~~ ~ LOT ~ ~,~ ~ (90,624 sq. ft.) ~) r'~~ ^ I o ~ 2.017 ACRES 4~ Q~ ~ ~~ ~ (87,872 sq. ft.) ~ ~?: ~ . } ~ I _ Ii I C~~ O Qi I L.B.O. =>~4,p "i f+-25' DRAINAGE EASEMENT / ~ ~ i I I (3~ I ~ is /. I . t~l O I .. ... ~ .1...... .... ~~~ h O 20~~- . -- ~ ;- 8 ~~ ~ W o ~ 9°58 291.00' ~o:o~' G1 ~y °p6~~ C7~ - ~ ZI ~ ~ ~ ~ - ~L$-- -~@u~s _ - 5681~~3 ~I ..... ~ I ? ~ - N89°58'03"W 291.00' ~ Ca' ~ ~ /~ E•; ° r-- ~ -~~~ - c1o LOT s /~ ; OO so.12' / ~.'i ~ ~ 2.432 ACRES '/ ~~ Z I :............... .... ......... (105,943 sq. ft.) / 'I II I 2~,s° / / / I ~ // // OI ~ _ ~ / / r I .I i ~.B.o. =92a.o '' ~ . ~ LO'r' 4 s ~ 2.339 ACRES ~~/ ~ LOT $ (101,906 sq. ft.) / r iI 2.311 ACRES ~ / 00, ~ (100,662 sq. ft.) / / o / / ~ ~ ~ / o / ~ ~ ~ ~ / / / ~ 45' 45' / BENCHMARK TOP OF / / - ~` g~lo, i IRON PII?E ELEVATION=926.62 / / .~~ ~I ~ / ~ '260.88' 236.98' ~~ ll !I s89°~~aoNw a9~.8s~ 2.4'± - IROE~p p~~E1~ ON=921.72 .I ~ dOo_ll`-_ ~ ~o~o~o OGJ ~ II - ~ h bOdo ~ ~ pro a a Q ~ ~ _ \