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HomeMy WebLinkAbout018-2009-50-000it of Commerce ~ PRIVATE SEWAGE SYSTEM )ivision INSPECTION REPORT IFORMATION (ATTACH TO PERMIT) __...~,on you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Holm uist, Jesse & Lea Hammond Townshi CST BM Elev: Insp. BM Elev: BM Description: ~cC' ~G~ ~ Lit~~F ~ ~ l TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic ~+ e +L~-t/~ ! 67++~~ ~ / L _ ? C3 ~ ~C~ Dosing Aeration Holding ~~ Xl - ~ ~ TANK S~BACK INFORMATI6N~-~rt-- TANK TO P/L WELL _~; BLDG. Vent to Air Intake ROAD Se tic ~ ~ Dosing ~ ~\. J`J .,,,_ , -~ > ~ Z~. ^--~ J .. Aeration -- Holding '~- __~ _ __ PUMP/SIPHON INFORMATION Manufacturer ~ ~ ~ Demand ,LG ~--- GPM Model Number j f ° ~ -~. } TDH Lift Frictipn Loss System Head TDH Ft ` Forcemain Length _ ~ tJ Dia. ~_ Dist. to Weld ~ ,~ I SOIL ABSORPTION SYSTEM County. $t. CfOiX Sanitary Permit No: 463140 0 State Plan ID No: Parcel Tax No: Section/Town/Range/Map No: 04.29.17. STATION BS G ' t HI 1 ~~ FS ELEV. Benchmark ~ ~ o .~S tsb .U ~ Alt. BM G, . Z~ GOV. ~,'y Bldg. Sewer 7.:3 a 4~ - ~ St/Ht Inlet ~ '1' fif'~ T. ~ ie • v io.~t `z 9~ 9L.y St/Ht Outlet Dt Inlet Dt Bottom ~~ U ~~-~7 Header/Man. ~ .~ _ r tr_ r Dist. Pipe -7 Bot. System L _~; ~•+- `' '~ Final Grade St Cover :~ ~L BED/TRENCH Width Length No. Of Trenches PI7 DIMENSIONS No. Of Pits Dia. Liquid Depth DIMENSIONS ~ ;?=~ ~ ~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREA LEACHI Manufacturer. INFORMATION CHAMBER OR ' Type Of System: !~ e; '-3 j .~ ~ _1. ~~ UNIT ~ Model Number. ~ Z ~1 ~ DISTRIBUTION SYSTEM `~~.~- ;1 , Header/Manifold / Length ~:`' _Dia Distribution / ength /Z ~ ~~ ~ Dia Z-Spacing_34:,x• x Hole Size ! i'°~ x Hole Spacing ~ ~'/ ~ Vent to Air Intake ~~~" SOIL COVER x Pressure Systems Only zx Mound Or At-Grade Systems Only De th Over De th Over xx De th of xx Seeded/Sodded xx Mulched p p P Bed/Trench Center f. ~ ~ Bedlrrench Edges Topsoil ~~ Yes No i"j`j Yes ~, No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~BV1 • d Inspection #2:~_! %~~ /~ /'' ~_ocatiorr: 1785 115th Avenue Hammond, WI 54015 SE 1/4 NE 1/4 4 T29N R17W Hillside Heil gh~~5~ ~ Parcel No: 04.29.17 w > ~r'I~ Alt BM Description = ~`' `-• `''r `s'~ a ', ~, ~ .,r.:~.--~- ~ .-r' ~~`~~~ ~ ~~ ]c~ ~ `-~ 'dg sewer length = (1 1 tmount of cover = a~ `~_ SG '' --- ~ i - - ision Required? I Yes ;~ No ~l I/ ~~ /, U ~~ ~ __~ -_ > ~~I r side for additional information. L__ . `' ~/~~~- --_ _~ R.3/97) Date Insepctor's Signature Cert. No. Safety and Buildings Division 201 W. Washington Ave., P.O. Box 7162 County ST CROIX ~ Madison, WI 53707 - 7162 ~~~S, Sanitary Permit Ntttnber (to be tilled in by Co.) t t,S 3151 3 (~ De artment of Commerce IVE® Stan Plan 1.D. Number Sanitary at>! G ersonal i orma on ou provide Cod Ad Wi 21 83 TKANS . ID #.1064338 m. e, p s. . . !n accord with Cotton l>~~ Project Address (if different titan msilLtg addrai) n) ~ ~ 204 may be used for secondary purposes Privacy La , sl5. ~ ~ I. Application Information - Pease Print All Information SZ CROIX COUNTY ~J'E , ~ ~ ~"g~' ~ ~ 5 O Parcel k Lot / Bktek Y Property Owner's Na mt -~ __ JESSE & LEA f-i0L1~iQliIST 5U _ Property Owner's M ailing Address Pro ovation 1227 GRUSPOINT AVE N SE a, NE ~ti.section ~ City. State Zip Code Phone Number UAXi)ALIJ, i1N 55125 __ (circle tins) ~l- 29 N; R 17 & or® II. Type of BtultlirtE (check all that apply) ,/ () ~I ,, ,, 1 ~ Subdivision Name CSM Nttmbet , . -~T`a"^~~-~ i~ 1 or 2 Family Dwelling -Number of Bedrooms o~ er ~ / HILLSIDE HEIGHTS ^ public/Cornmercial -Describe Use ^V(Ilage (~'fownghip of HA~i~aUNli ^City ^ Sate Owned -Describe Use _ III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' ~ New System ~ ^ Replacement System ^ TreatmendHolding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ge ui ^ Chan ^ Permit Transfer to New List Previtws Permit Number aid Date Issued Before Expiration Plumber Owner TV. T of POWTS S stem: (Check all that a 1) ~ ~ ~ ' ~ ^ Non -Prusurized In-Ground ^ Mound > 24 in. of suitable soil ~MOUtId < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Coruwcted Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Trcrunent Unit ^ Recirculating Sartd Filter i f ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip LinC ^ GfB~CI-1CS5 Plpc Odler (Cx lain) V. Dis ersal/Treatment Area Inforntatiat: .O Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal r\rea Kcyuir~J (st) Disprrsal Arco PrulwsrJ (sf) System EICVation 600 ~1 600 600 100.5 VI. Tank Info Capacity in Total Number Ivlanufacmrer Prefab Concrete Site Cotuwcted Steel Fiber Glass Plastic i Gallons Gallons of Uniu New Existing Tatil:s TaiJ:s Septic or Holding Tank 1250 250 1 WIESER CUNCRETE X ' Aerobic Treatmetu Unit Dosing Chamber 750 750 1 WIESER CONCRETE X VII. Respotuibility Statement- I, the tu-dersiytted, assttute respongtbility foe hutallatiott of site POWTS shown oa the attached lang. Plumber's Na trte (Print) Plum 's Si gnature MP/MPRS Number Business Phone Number BENNIE HELGESON 220292 715/772-3275 Plumber's Addre ss (Street, City, State. ip Code) ~W1229 770TH AVENUE, SPRING VALLEY, WI 4767 ~ VIII. Count /De artment Use Onl Sanitary Permit Fee (includes Groundwater Date Issued Issui gent Signattu (No Stamps) Approved ^ Disapproved !! Surcharge Fee) 2 ~,~., 2 ~ ~ a ^ Owner Given Reason for Denial J IX. Conditions of ApprovaUReasons t'or Disapproval 3 ` ~S~ ~ ~ ~ ~l 5-~- ~5t SYSTEM OWNER: f c~~''"_ _ _ d _ ~~~~~ ~,,~~Q ~ 1 Septic tank, effluent filter and Q/~p~, i dispersal cell must all be serviced /mainta ned (~ G~~ t-tJlln~r~ '~~~ ement plan provided by plumber er mana as . g p 2. All setback requirements must be maintained ~, ~,~Q ,~,~,~1~ ~,~ as per applicable code/ordinances. ~" r ~ ~R. . Altach complete plans (to We County only) for the system ou paper uo[ less tn:ut Dirt x +. wcura w +~ I C ~ ~o ~'" A~/ ~~ L ~~" s~1 ec(~ ~Uvv.~ 7'.~ C~~~ /~ Ta+1 ~ ~~. ~~ N_ <'~ _~«l.~ I - cob`s f~,° w~ ~C- S CQ L- commerce.wi.gov • ^ isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.wi. gov/sb/ www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary September 30, 2004 CUST ID No.220292 BENNIE W HELGESON HELGESON EXCAVATING W 1229 770TH AVE SPRING VALLEY WI 54767 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/30/2006 SITE: ~ek.>~n~.x'S: `3eSre`!- L.ec~, Cyo(m,yu,~s~' Cutting Edge Four LLC (~ County Road T Town of Hammond St Croix County SE1/4, NE1/4, S4, T29N, R17W Lot: 50, FOR: Identification Numbers Transaction ID No. 1064338 Site ID No. 689976 Please refer to both identification numbers, above, in all corres ondence with the a enc . Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 982783 Maintenance required; 600 GPD Flow rate; 19 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual, SBD-10572-P (R.6/99), Pressure Distribution Component Manual, SBD-10573-P (R.6/99); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. ~,ortdc No person may engage in or work at plumbing in the state unless licensed to do so by the Deparment per s.145.06, *" stats. The following conditions shall be met during construction or installation and prior to occupancy or use: E 12TMEN 1 N OF _~ General Approval Requirements: CORE • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD-10572-P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10573-P (R.6/99). • The changes made to this plan on 9/30/04 by this reviewer were acknowledged and approved by the system designer. The length of the manifold will be 64 inches with 32 inches between the laterals. • , Comm 82.30(4)(c) Wis. Adm. Code. The manifold diameter is reduced to 1.5 inches so as to provide for a pressurized flow of 2 feet per second. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. i BENNIE W HELGESON Page 2 9/30/2004 • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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. Stat • Comm 83.22(7) A copv 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. 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ~ir~ e%Gt!~%~~ p~GG`G~t Charles L Bratz `~ POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state. wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 ~, INDEX SHEET PROPERTY OWNER: CUTTING EDGE FOUR, LLC E976 170TH STREET HAMMOND, WI 54015 PROJECT NAME: CUTTING EDGE FOUR, LLC PROJECT LOCATION: SE 1/4, NE 1/4 , S 4, T 29 N, R 17 W MUNICIPALITY: TOWN OF HAMMOND COUNTY: ST. CROIX DESIGN: PRESSURE DISTRIBUTION MANUAL SBD-10573-P(R/99) MOUND COMPONENT MANUAL SBD-10572-P (R 6/99) CONTENTS: Page 1: Plot Plan Page 2: Cross Section and Plan View of Mound Page 3: Distribution Pipe Layout Page 4: Septic Tank & Pump Chamber Cross Section and Specifications Page 5: W 1250/750-MR Tank Specifications Page 6: Pump Specifications Page 7: POWTS Owner's Manual & Management Plan - Pg. 1 Page 8: POWTS Owner's Manual & Management Plan - Pg. 2 Name: Bennie Helgeson Address: W 1229 770th Avenue Spring Valley, WI 54767 Credential Number: 220292 RE~Erv ~a SEP 2 0 2004 ~~-FETY & BLDGS DIV. 't~11.'V ~',t''~~~.. COPdt6~E CE fWGS PONUENCE Signed Date: September 16, 2004 p ~ ~ L G~1 /~.~- ~~ Ljj ~~_ ~S"~1 - __ ~il~SiuC~ ~~ ~P~ ~ ~ F ~ _~ {~-opose~ ~,&~. tfow.~ 'pro.~o S~~- 150 ~~~~ ~~~~~~~ Tam k ,/~ I~~ li_ `' ~C~l.~ 1 ~w( ~L SG¢ L Q.~ner; Can.-~"~~~.~~ ~.~.c Synthetic ASTM C 3.3 Medium Sand -~ Covering Page ~ Or< Distribution Pipe Topsoil _~ ~ 3 E ~ % Slope Plowed Loyer p 1 ~_ Ft. E /. ` Ft . F , $? Ft. ~ $' Ft . H _~_ Ft. GEtWf.Of i`- 2 ~~ ~2 2 Aggregate "' Cross Section Of A Mound Signed: License Number: Date: tD Force Main From Pump Con q _~ Ft. a ~ Ft. K~ Ft. L ~2 Ft. d ~ Ft. I~ Ft. W ~~,g Ft. L. -__ L! Observation Pipe ~K _ _ a- -.-'_ _ - -_- _-- --,~1 ,- 2 ~~ i2 Distribution ~ `I"~ O f ~ _ 2 Pipe Aggregate Observation Pipe ~a5a.~ ~r~a. ` /y5 S"'`7~ Plan View Of Mound C ~ ea~.o~--r ~<< r5 r '' ' ~f ctv~ cw-~ ~ IFr r,p~ Perforoi~n I'r~,. Oetoli ~ / `/ {'o,I~rul~u j ~ ~~ p v C Piet (~~ ~ o "{~4~~ Distribution Pipe Layout Signed: License Number: • Dare: ~o Holes Located on Bottom are Equally Spaced ,, ~ D L I 1 /V~lfl 1~ %V~' 4 p~W 1~5f f-y le x ~~ S ,~ • .~ ~ y ~, s ~" ~_ 1, X ~ ~~ Y ~ r,~ ~i er ~ Tnch , Hole Diamet Lateral ,1~ Inch (es) i Manifold " ~ ~ Inches force Main " ~ Inches 1,t)VE~~" ~I~e~. /oi. o ~oi~~ ~r~~ ~.~f~-~~ J = 3 y '~T~~~/o%5 = jO~ ,~ ~ ~ L_~~ Page ~ Of 8 • SEPTIC TANK E PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS 4" ~laC..VENT PIPE 12" MIN. ABOVE GRADE E WEATHERPROOF >_ 25' FROM DOOR, WINDOW OR JUNCTION BOX FRESH AIR INTAKE ~--WITH CONDUIT APPROVED MANHOLE COVER W/ PADLOCK E WARNING LABEL -4" MIN. 18" ~IIN. ~ s•o' u '~~~ j$ MAN. INLET ~ ' I' WATER TIGHT SEALS GAS- , '~ T TIGHT ~ ~ VAPPROVED FILTER --= A SEAL ~ JOINTS WITH APPROVED zA$~L- ~-/UCH -E- ~ ALM APPROVED PIPE PIPE 3' (a"x I fo'' B ' ON 3' ONTO ONTO SOLID '~ ' SOLID SOIL SOIL C I ~ PUMP OFF ELEV . ~g,.Df T . -~-- OFF D 3" APPROVED BEDDING• UNDER TANK SPECIFICATIONS CONCRETE PAD SEPTIC / DOSE ry1 TANK MANUFACTURER : l,~J/~eSn~ a ~' ~ S x s' '" • ' ~Od. Z~ ~~ TANK SIZES: SEPTIC ~~_ GAL. DOSE VOLUME INCLUDING DOSE _`~,~'© GAL. y7~ C-~I,---~FLOWBACK: •flL~.~3 GAL. ALARM MANUFACTURER: ,s,~r_EIpC~rv 5,,6~Q,~.SCAPACITIES: A = aS INCHES = y~ 3 GAL. MODEL NUMBER: /~~ ~} W ~ B = 2 = INCHES = ~~ . ~ y GAL. loa- SWITCH TYPE: Mvr uar..r ~ PUMP MANUFACTURER: .Zoe!'~~e~ C = 8 INCHES = /~g=yL GAL. MODEL NUMBER : ~.S"3 L SWITCH TYPE: ,o ~.c„ry~,~%,.„~- D = I~ INCHES = ~g ~~ GAL. REQUIRED DISCHARGE RATE /S~~ GPM PUMP E ALARM WIRING A S PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE ~3 FEET + MINIMUM NETWORK SUPPLY PRESSURE _~~ FEET + ~Q FEET FORCEMAIN X.~,~~ FT/100 FT. FRICTION FACTOR FEET . . ~~ TOTAL DYNAMIC HEAD - LFEET - ~ INTERNAL DIMENSIONS OF PUMP TANK: LENGTH WIDTH DIAMETER LIQUID - ~~ , ~erl~c`~~ ~~ l~ G 1 ~ ti , ~ ,S S -~ S IGNED: LICENSE NUMBER: DATE: 1/88 G ~n J J .j r- ~_ 0 U z J W Q L~. ~ Z ~ J ° O ~~ , o U" . ~ ~ Y `_ , °' ~ W ° Q o°o m of= ~ ~ ia v ~.`. a V O o l'' Q = U z z J ~/~ / YI ~ p ` Q -.~ QQ N U O cn m ON SON "" O W ~ ~ ~ I~ - U7 Q ~ W W (n ~ N O ~ O ~i - O ~n~ ~ O) ° _ N mNlw- ~ ~ ~ O ~ /~ ~ /~ VI i N N ~ ~ ~ F- J 1~ ~ Q ~ ~ ~ N 1~ YJ \~i ~ptn~pJ~~ W O J~~ ~ N N ~JlD 40?J ~~ ~ ~ Z o Y ~ = F- O ~- j w O Y ~ ow O (/) ~ z~~~'ZOZO~ ~ °ma oNO a ° Q oaooQww w~?' ~ ~$ Z~c~ z~~ U c~ mJ UI 3 mU~SJ Q Q Z W ~ ~ J ~ Q ~ J C1 O Q Z Z J .~ 5 k~ ~ ~~ W_ 5~ a J G E s «yy a ~ ~ ~ ~ U ~~~ ~~~t a NO (O ~ 00 ~~ ~ ~ ci a ~ a~ ~ o ~M ~d I NF ~va ~ O vii F tWn n~ ~JU ~ ~NO ~ 1 - - 1 N n b ~3 W 3 u S~ 'w VI ~ .~ jr_~ (J ill At DYNAMIC HEAD/CAPACITY PER MINUTE i FI LUE NT AND DEWATERING Mt_iDEL 152 153 Feet Meters Gal. Liters Gal. Liters 5 1.5 69 261 77 291 10 3.1 61 231 70 265 15 4.6 53 201 61 231 20 6.1 44 167 52 197 25 7.6 34 129 42 159 30 9.1 23 87 33 125 35 10.7 -- -- 22., 85 40 12.2 -- -- 11 42 Lock Valve: 38.0 Ft. (1 t.6m) 44.0 Ft. (13.4m) FLOW PER MINUTE CONSUr_~ i=AC70RY ~=0u SPECIAL APf'LICATION5 • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Owik-Box available for outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. 1521153 Series 1521153 MODELS Control Selection Model Volts-Ph Mode Am s Sim lex Du lex N 152 115 1 Non 8.5 1 2 or 3 BN152 115 1 Auto 8.5 Induded 2 w 3 E152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 Induded 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Induded 2 or 3 E 153 230 1 Non 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Included 2 or 3 O CAUTION All instaNation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). 3 21/32 I 12 I/s 5 1 /f ~._ SELECTION GUIDE s2 sz sxzos~ 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E-Pak. 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. MAIL T0: P.O. 80X 16347 Z ; ,, Louisville, KY 40256-0347 Manufacturers o(. . ~ r" " SHIP T0: 3649 Cane Run Road ® ~_ >~ ~ p ~~ ® Louuville, KY 4oz11•f~s1 QuaurrPu~ve S,vcE /999 http://www.zoeller.com /v~M/- ~~ (~2, ~ t ~ ~5p2~ ~7~40362 ~UMP m Copyright 2001 Zoeller Co. All rights reserved. ""'~`' 0 80 160 240 320 FII F INFARMOTI~N POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 7 of 8 Owner CUTTING EDGE FOUR, LLC Permit ft nCetnul DAQAMFTFRC Number of Bedrooms 4 O NA Number of Public Facility Units Q NA Estimated flow (average( 4UU al/day Design flow (peak), (Estimated x 1.51 6UU al/day Soil Application Rate 0.5 al/day/ft2 Standard Influent/Effluent Quality Monthly average ` Fats, Oil & Grease (FOG) 530 mg/L Biochemical Oxygen Demand IBOD61 =220 mg/L (~[ NA Total Suspended Solids (TSS) 5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand IBOD61 530 mg/L Total Suspended Solids (TSS) 530 mg/L Q NA Fecal Coliform (geometric mean) <_10° cfu/100m1 Maximum Effluent Particle Size Y8 in dia. ^ NA Other: DNA "Values typical for domestic wastewater and septic tank effluent. cvcrchn cocl~IFICeT1ANR Septic Tank Capacity .1250 al ^ NA Septic Tank ManufacturerWIESER CONCRETE O NA Effluent Filter Manufacturer ZABEL ^ NA Effluent Filter Mode! A-l0U 12" x 20" ^ NA Pump Tank Capacity 750 al O NA Pump Tank Manufacturer WIESER CONCRETE O NA Pump Manufacturer ZOELLER PUr1P CO O NA Pump Model 153 O NA Pretreati7ient Unit ^ Sand/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: ®NA Dispersal Ce(lls) O NA ^ In-Ground (gravity) ^ In-Ground (pressurized) ^ At-Grade ~1 Mound ^ Drip-Line ^ Other: Other: ^ NA Other: ^ NA Other: ^ NA MAINTENANCt 5GF1tuuL.t Service Event Service Frequency Inspect condition of tank(s) At least once every: 2 ^ month(s) (Maximum 3 years) ~ ear(s) O NA Pump out contents of tank(s) When combined sludg e and scum equals one-third IY31 of tank volume ^ NA Inspect dispersal ceII1s1 At least once every: 2 ^ month(s) (Maximum 3 years) ^ year(s) ^ NA Gt month(s) ^ NA Clean effluent filter At least once every: 13 ^ year(s) B month(s) ^ NA Inspect pump, pump controls & alarm. At least once every: 13 ^ yearlsl ^ month(s) ^ NA Flush laterals and pressure test At least once every: 3 year(s) Other: At least once every: ^ month(s) ^ year(s) ^ NA Other: DNA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) .shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third lY,l or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW 14/011 O~J,\ER: CUTTING EIJGE FUUR, LLC Page ~_ of . START UP AND OPERATION. For new construction, prior to use of the POWTS check treatment tank(s) (or the presence of painting products or other chemicals that may Impede the treatment process and/or damage the dispersal cell(s). if hlflh concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power Is festored the excess wastewater will be discharged to the dispersal cell(s) in ona.large dose, overioadiny the cell(s) and may result N the backup or surface discharge of efnuent To avoid this situatlon have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POVYfS 14lalntalner to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or OU1ervV(Se disturb or oompad, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the perfotmanca and prolong the yfe dental Rose"dispels' of the POWTS: antibiotics; baby w(pes; cigarette butts; condoms; cotton swabs; degreasers; ~ water, fruit and v stable eel s asoWrle; gnease;• herbk~dea; meat disinfectants; fat; foundation drain (sump pump) eg P ~g ~ g scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and Water softener brine. ABANDONKIVIENT When the POVYTS fails and/or is permanently taken out of service the following steps shall be taken to Insure that the system is properly and safely abandoned in compliance with ch. Comm 83:33, Wiscons)n`Adminisb'ative Code: All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.• • The contents of all tanks and pits shall be removed and properly disposed of by a Septage ServicJrtg Operator.• After pumping, all tanks and pits shall be excavated and removed or theft covers removed and the Vold space tilled with soil, gravel or another inert solid material. CONTINGENCY PLAN It the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a Dods compliant replacement system: p A suitable replacement area has been evaluated and may be utilized for the location of a replacement SoA absorption system. The replacement area should be protected from disturbance and compacUon,and should not be infringed upon by required setbacks from existing and proposed structure, lot Imes and wells. Faqure to protect the replacement area will result In the need for a new soil and site evaluatbn t0 estabAsh a suitable replacement area. Replacement systems must comply with the rules In effect at that time. advant~s h POWTS O A suitable replacement area is not available due to setback and/or soil limitations. Barr(ng technology a holding tank maybe installed as a last resort to replace the felled POWTS. p The site has not been evaluated to Identify a suitable replacement area Upon faUtue of the POtM'3 a soli and site evaluation must be performed to locate a suitable replacement area. If no replacement area is avaUabla a holding tank may be installed as a last resort to replace the failed POWTS. ' ~ he lnfiltrativets rface. oReconstructionstof su h systems must comply wt ith the No es91 ree ect at that tim~t ~ <WARNlNG» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND10R INSUFFICIENT OXYQ REOSUOLT.ERESCUESOF AlPERSON FROM THE lNTFERIORNOF AATANK MAY BE DIF~ICULIT OR AAPOSS~LE AdAY aDDITIONAL COMMENTS ~OWT'S INSTALLER Name HELGESON EXCAVATION INC Phone 715 772-3278 POWTS MAINTAINER . Name JUIiivSON • •Phone 715 273-51311 SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULA70RYAUTHORI'ItY Name JOHNSON SANITATION ~ Agency ST CY,UTX COUNTY ZONING i Phone 715/273-5811 Phone 715/38ti-4ti8U 7nis document was drafted by the stalls or rho Groan Lako, Marquette and Waushara County Zoning and Sattilsalloa aD~Os; TTiJi ~~~ the minimum roQu'uemonts of ch. Comm 83.22(2)(b)(1)(d)3(Q and 83.54(1), (2) b (3), NlLsconsin Admir-Istrotiva Code. Ui1 Of (1111 doa11>Nltdosi Clot guarantee the periormenu o/the POVYfS. GAAMIt?/01) F ~ 1504 2 ~~1~~~~~iL EVALUATION REPORT Wisconsin Department of Commerce Page t of 3 Division of Safety and Buildings ~ ,~~°b~d Coma 85 Wis. Adm. Code Steel's Soil Service, Inc. ~ ~~~ ' Attach complete site plan on pa r not less than 8'/~ x 11 inches in s¢e. an must County St. CrOiX include, but not limited to: vertica and hdribarAatt~fev~~,R91~dBM), di ion and percent slope, scale ordimemsi s, north ~/~4~~I~d distan to nearest road. k Parcel I.D. Pending ...z„.._..n.T._,..w -, Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (tj (m)). Reviewed By Date Property Owner Cutting Edge Four, LLC Properly Owner's Mailing Address E976 170 TH Street Property Location Govt. Lot N/A SE 1/4 NE 1/4 S 4 T 29 N R ~~ W L Block # Subd. Name or CSM# , 5 N!A Hillside Heights City State Zip Code Phone Number Hammond ~ WI 54015 715-796-2793 ~ City ~ Village t/ Town Nearest Road Hammond Cty Rd T Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD 1/ New Construction Replacement .J Public or commercial - Describe:N/A Parent material Ground and end moraines, pitted glaicat drift Flood plain elevation, if applicable N/A General comments and recommendations: Mound design system elevation 100.22 ft, based on contour line elevation 98.80 ft. Boring # Boring ii Pit Ground Surface elev. 99.4 ft. Depth to limiting factor 34 in. Soil Application Rate St t Consistence Boundary Roots P DT Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture ure ruc Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-14 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 14-34 10yr4/4 none scl 2msbk mfr gw 1f .4 .6 3 34-60 10yr4/4 f1f 7.5yr5/6 scl/sl om mfr n/a n/a .0 .0 Boring # Boring Pit Ground Surface elev. 99.40 ft. Depth to limiting factor 21 m. Soil Application Rate t St Consistence Boundary Roots P D~' Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Textun; ure ruc Gr. Sz. Sh. *E~~ Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 10-21 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6 3 21-48 5yr4/4 f1f 7.5yr5/6 scl 2msbk mfr n/a n/a .4 .6 * Effluent #1 = BODS> 30 <_ 220 mg/Land TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L antl i 55 < su mgrs CST Name (Please Print) ~ Signature' CST Number -~ 248956 David J. Steel Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 9/3/2004 715-684-5680 OCT-0B--2004 r3~12 MEDICAL LERRNIt~i 651 224 4694 P.02i04 llQtlllin~ .;,,i~j~ Prvl~crry r~~idre.s ~11S1r1P l~P~.h~ 1 ~~~ f -TR`-f' ~ ~.~ `~ (Vrrification rcquirod fron~+ttlu~niag t~araaear for ~w ootaltuctio~ ~ ~ `~ --- r •+ CiryrSt;~i~ ~~() ~ (,t~Y Ptu•ccl tdentiGcation Nutnber ~,~ ~~Q ~, `.~a DO 2~ ~~,~_L 1it:SCiilt''Y'tUN Properly LOC3cian sE_ ~/., N ~ r/., Sec. ~~,, T? ~N-R,,,I~1 W, Town of ~~--'!'t~~,~ . Ntll- 1dQ so Ctrtified ~urvty itii~p ~ . _ .Volume ~_, PJt~e ~1,~ wrrranry acrd ~ _ ~ ~7~ .~~ ~3 . Volume ~ Pd~e n / ~~ ..~~ Spec Itc,+u;.: i:! )•,•;~ uu Lut lima iJcutitiablc I$I yrs O t]c- 5Y 'T' M R9AlN'T~:N.AIVCE J mpropar uce and nta~ai^nanesof yow aeptlc:r^ieftt ¢~ ra^utt in is ptratri4rro failare to bindle waabs. JProper maintea^rue consiytx of pumping our the reptie arrJc wory three ysan q aooasc, lr aNdod by ~ llooo^.d pumper. Vltwt you put {nt° iks ay^raa~ can attecr the iwrer+oa of the septic tenk at a tnnment Wage tr3 the wane dJrposat syttora. 't'he prripcrry ~wtrer sagrtes to submit to St. Croix Zoning bcpactmeot >t artificatioa Porto, sited by the owner and by x mas+cr p i unitie r, Juuroeytnan ptumber, reta(oted plumber w o Itcensed pwgrer vtxifyir~ drat (!) tln on-sits wiittewaterditposal:ystota is in proper ,tprraring ~undiuon endlet (Z) ®lt~r inspection and puar~rt~ (if ne¢cs~ry}, the >trptie tanIt u less tbao >!! x+11 of sludge. t~we, the unclasiKnea have reed the eT?ove te~tltemettts >th4 ahree to tnsiataio rho privets st;w^&s diced system with d^e ^taadsrds sat forth, heraur, ss aer by nc~ llepanmem of Comtnace apd the Dsptrl>etsttt oCNsturol Rarouroes, Soete of W~coasia- ~eetion runny en:,, ~:.,~~r scpiia yys+am nu been marotainee unut be eomplettd snd rctunrsd to she St. Croix CounoJr Zonitts OfYlos widen 3G ay vt` thr uUee year ar-y~ratron date. t ~y - c Arv~ o ,+-PPLI 7 ~ ~ DATB g~tr~t cN~aTt>•t~g~,~QN i h'U tcttily iha+ all xratcnttnts un itus 1'or+n ate uue m the best of my (our) Igfowlddge• J (we) ^m (are) rho owpor(:) of the y~Npvrty .res~-'st:u:! above, by vines of a wart^nry deed roCOrdet! is Rogittet 4! Reedy Ol71ce. ~• ~,~_.'~ C,am..... ~~ GNATUC~ OF ~PFYIGANT ~ ~ ny +nfumtauen Slur ra mi^-repre^entW m^y result ie the unlury pmnlt beJng rcvotced by the Zoainp nt• •a ttlt:fudr ,riilt tbis sppticeiinn:~h stxmptd wartenty deed from the Register oiDecdl olCt~ ^ copy of ttte CCnifwd surroy trap if rafetagn is ttud~ ip trrs wurutry d4ed ' ry ST CitOIX COUNTY 58PTlC TANK MAINTENANCE AGREEMENT AND :r,, .~.:. . OWN>aRSHiP CERTIFICATION FORM FROM IYIt1111i1L •'i,i1J1"< i'tGl)~;'tY r~dllt'ei5 FAX N0. :6514397136 Oct. 08 2004 11:45RM P1 ~`,,',M(Veriiication required from~l~lonninb Ucpttrtment for new construction) ~,tt>"'~tatu .C~u-u~~,_.,_~T Pttrc~l identilicatlon Numbe ` P L,t;~GAL 1:)h;~C'1it''C1ON Properry Lacarion _ %, Subt:Iivi_;i,,il Certified ~urvay ltil~s~tp # %,, Sec. . T___W__N-R W, Town of -~tf~!i(~. ~_ Lot # ~_ Volume ~-- ,.,Page ,# Warranty I)ei~d t~ __~ ~~ 3~ ,Volume ~~"~ ,Page # IgZ Spec: Itc.tu; ~ l_J 1 ~.~:,,-tXr flu Ll)i It1lC5 IlJCI1t11G1~)jC ~.,~ yl'S ~ li,U SY~~1't~,N1 11`l.r~ N'];[;N•-1NGE lmprupa, use and maincenanccof your septic syslcm could resuU in its premature faihue to handle wastos. Proper maitctenaacc consiats of pumping out the neplic tank evary thrco yoara er sooner, iC noodad by a liconsod pumper. What you put into the sysreo~ can affect the t'u„ctivn of the septic tank as a treatment sta6e in the waste disposal system. 'l'he pri,~crry owucr agrees to submit to St. Croix Zoning llcpartmcnt a eerc(fication farm, signed by the owner and by a master plumGcr, yuui uaytnan plumber, restricted plumber or a l(et:nsed pumper verifying that (J) the on•site wastewaterdisposal system is in pruprr ~.,hcr;ttinl; ~ondiuon nud/or (2} after inspection and pumping (if necessary), the septic tank is less than 1/3 Hill of sludge. 1/we, the untlcrs;gned have read the tibove requirements and agree to maintain the private sewage disposal system with the standards sat torch, herein, as set by flit UcpatZment of Commerce add the Deparanent of Natural Resources, State of Wisconsin. Certification stanug tn:~~ ~.~.,t~r ;epu~ sysi~m nas been maintnincd must be coral>lcted and rcrunwd to the St. Croix County Zoning Office within 30 ay ui the u•ucc ye:,r cxpuunon date. •~ ~ ~~_._.c.~y G A't'tJl~l: OF AF'P1,1 'f RATE QW_N 1?wl: _C~l~; CZ°i' l 1~ f ~' A`T'1O N i (~~-c) ccrtiC}' that all Statentcnts un Uus Corm arc true to rite best of uty (liar) lutowlt:dgc. J (wc) am (are) the owner(s) oC the pruNrrty acscr,buu :,bove, by virtue of o warranty decd recorded in Register oC Deods Ofliee, GNATUI~E OF APP 1CAfil`~T DAT rrrsrr A11)' utl'urmauon r~,at is mis-represented may result in the sanitary permit being revoked by the Zoning Aepartmcnt. "'•" "` dncludt: +vitJt th(s ypplicuiion: a stamped warranty dccc{ from the Register oC Deeds office a copy of the ecnifiad survey map if reference is made in tna watranry deed sT cnodx couN"r~ SJ~Y1°IC TANK MAINTk:NANC;E AGdtEEMEN"f AND ~.. 4WNERSHTP CEt~TdFICATION FORM ~! STA E BAR OF W{SCON~18N FORM 1 - 1998 WARRANTY DEED Number Grantor, and ~ssse Holmquist and Lea Hoimduist husband and wife Grantee. Grantor, for a valuable consideration conveys to Grantee the fo (owing described real estate in St. Croix County State of Wisconsin (the "Property"): '776383 i{ATHLEEN H. YALSH REGISTER OF DEEDS ST. CROIX CO. , 1/I RECEIVED FOR RECORD 20/06/2004 03:iSPit MARRANTY DEED EXiMP7 ~ REC FEE: 11.0@ TRA?i5 FEE: 158.90 COPY FEE: CC FEE: PAGES: 1 J e-s s~ ~.1.-~c1 ~- ~ a 1`S-C~ ~ tm U ~ S /aa r7 ~osPo~;,J- Ave ^~ O~~C~t.t.c mil Ss~a ~ 181 oos 20 oao Parcel Identification Number (PIN) This is not homestead property. (is} (is not) liitside Heights, Town of Hammond, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. Grantor warrants that the title to the properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this ~ day of Octa r, 2004. (SEAL) (SEAL} David Dalton, Organizer,mgn99inqq rY1e~~" Cutting Edge Four, a Wisconsin"LLC. (SEAL) (SEAL} AUTHENTICATION ACKNOWLEDGMENT Signature(s) NOTARY PUBLIC authenticai~ithis i` ~ day fS CO N S I N TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats) THIS INSTRUMENT WAS DRAFTED BY Goldwell Banker Burnet 1301 Coulee Road Hudson, W 154016 4-48602 (Signatures may be authenticated or acknowledged. Both are not necessary.) WARRANTY DEED State of Wisconsin, } ss. St. Croix County Personally came before me this 1Q~~ day of September, 2~ the above na:~ned David Dalton as Oroanizer of Cutting Edfle Four. a Wiscopgln LIC. to me known to be the person who executed the fo oingg Instrument and ackno ed a the sa e. t~Qrxt Ma n~ ~, ~ p LQ. L ~~"`"-.---- " 'Q. hQ 4 ~7 W 0.-z, ~ - - Notary Public, StatebfWisconsin My commission is permanent. (If not, state expiration date: STATE BAR OF WISCONSIN FORM No. 1-'1998 Wisconsin Legal Blenk Co, Inc. Milwaukee, Wis. r~- 10/21/2014 THI1 9; 30 FAX 715 698 3441 H[IMPHREY ENGINEERING, INC •• ~ ~ 'rreeli~-~ ,.,~". ~- w s~p0 ~Y / ff ~ / n `cJ~ ~• ~O~ r \~ H WE = 1 LBO = 1 = 1092.0' _ ~ 094.0; L%~/ HW r~ LB d- r \ r ~Z \~ C,1~ \ ~~ `" -_^ ~ __ r ~~~r,,~ ~J002/002 RECEIVED O C T 2 1 2004 ST. CROIX COUNTY" -,nw~Ewin n~C~!'C fRdM ry'iM iYAlfr ~I.wt. 10/21/204 THU 9; 30' FAX 715 698 3441 gIJMPgREY ENGINEERING, INC •. ~jooi/oo2 FAXTRANSNIITTAL EN61NfI:RIN6 145 MAiN $TREltT, P.O. BoX 252, WoODVILLE, WI 54028 715-6 715-698-3441 ECEIVED DATE: OCTOBER 21, 2004 ~~ ~ 2 1 2004 ST. CROIX COUNTY ZONING OFFICE To: Kevin COMPANY: FAX No: PHONE NO: RE: ^ FOR YOUR INFORMATION ^ FOR REVIEW AND COMMENT COMMENTS: ^ AS REQUESTED Q ACTION REQUIRED FROM: Jason Paukner NEl PRO/ECT No: TOTAL PAGES: ^ PLEASE RECYCLE ^ PLEASE REPLY ^ APPROVAL RaQUIR84 ~ UROENT Attached is the final plat o~verlayed with the actual treeline shoots from the topographic survey.and the t~reeline shat is shown on the preliminazy plat. A$cr talking to Bill ltawkins, he has stated that the septic location is outside the treeline so it appeazs that this location would fall outside the draizlage easement as shown on the final plat. Hopciiilly, this will be enough information to co>ziplete the permit? if you have any further questions or comments, please let me know. Thanks, CONFIDENTIALITY NOTICE: The documents accompanying this fax transmission Contain confidential and privileged information. This information is intended to be Tor the use of the individual and/or entity named above. If you are not the intended rncipient, you are hereby notified that any dissemination, distribution, or reproduction of the contents of this fax transmission is strictly prohibited. If you have received this communication in error, please notify us immediately. Thank you. APPROVING AUTHORITY TOWN OF HAMMOND sT. cRax couNTY ENGINEER/SURVEYOR DEVELOPER HUMPHREY ENGINEERING, INC. BILL HAWKINS 145 MAIN STREET, PO BOX 252 E976 170TH STREET WOODVILLE, WI 54028 HAMMOND, VN 54015 SUBDIVISION PARAMETERS MINIMUM PERFORMANCE STANDARDS: ZONING = AG RESIDENTIAL NUMBER a: LOTS= 66 LENGTH OF ROAD= 8700' t TOTAL PLAT Ba1NDARY= 153.69 AC. (INC. ROW) MINIMUM LOT SIZE= 1.5 AC. MINIMUM AVERAGE LOT SIZE= 2.0 AC. ~~ ~ ~~' ~RIPTION fated in part of the NE7/4 of the NEt/4, the SE1/4 of the NE1/4, the E and the Sf1/4 of the SE1/4 all in Section 4, T29N, R17W, Town of F County, Wisconsin; described as follows: V p Comer of said Section 4; thence N87'11'10"W, along the south line of Fleet to the west line of the E1 /2 of the SE1/4; thence N00'08'14"E, y 2598.53 feet to the NW Comer of said Et/2 of the SE1/4; thence he west line of the E1 /2 of the NE1/4, 2166.92 feet to the south line Survey Map recorded in Volume 12, Page 3414 at the St. Croix County fice; thence N89'51'16"E, along said south line, 208.45 feet to the east rence N00'22'09"E, along said east line, 335.01 feet to the south line of -cribed in Quit Ciaim Deed recorded in Volume 161, Page 312 at above '89'51'16"E, along last said south line, 1051.60 feet to the west line of ~ "T'; thence N00'27'22"E, along said west line, 50.00 feet to the south Highway "E"; thence S89'S1'16"W, along said south line, 1260.12 feet to E1 /2 of the NEt/4; thence N00'22'09"E, along said west line, 33.00 e of the NEt/4; thence N89'S1'16"E, along sold north line, 1310.18 feet said section; thence S00'27'22"W, along the east line of the NE1/4 of feet to the E1/4 Comer of sold section; thence S00'00'07"E, along the !4 of said section, 2626.20 feet to the point of beginning. Described 19 acres (6,694,915 sq. ft.). the right-of-way of County Trunk Highway "E", County Trunk Highway 0th Avenue) and all other easements, restrictions and covenants of z m m ~6 ~~ ~~~ ia~~ ~~'i~ ~i~ ~i~ iQ i~ ~~ HORIZONT ~ crei F• AS PER GRAPHIC ~~ 001 JPP 02-11-i D ~~ 400 goo REV: NAME: DATE: sHEEr No: ~ DRewr~ er: JPP 1 GiECKED BY: (t~{ DWG FlLE: 242-002 JOB NuueEa: 242-002