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N ~ ~ W 7 Ul N ~ .e fD (G O ~ ~ X, O, Q ~, N 7 (D ~ 7 O M f0 O N EA O O ° f ~ o - 3 m o ~ n 9 ~? v m C V N d jV O a cD ~ rn -~ ~ W O O _' W O O O N o c 3 Q' .. ~ W X A c y U1 d d A Oy R O A ~1 ~• O 0 H • ~ y A ? W ~ ~ rt_ A Z O .. ~ mN~ -' z O a '~ iv O ti N Orq C+~ ~ A ti ~ ~° b LEGAL ST. CROIX COUNTY, W ISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF HUDSON COMPUTER NUMBE R 020-1363-23-000 Parcel Number 27.29.19.2160 OWNER NAME: First Last YMCA OF GREATER ST PAUL PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment 732 EXCHANGE DR SECTION 27 TOWN 29N RANGE 19W'/<160 '/<40 Line Description Line Description TOTAL ACREAGE 1.500 PLAT EXIT FOUR BUSINESS PARK '99 LOT23 BLK 01 SEC 27 T29N R19W PT NE SW 15 02 EXIT 4 BUSINESS PARK LOT 23 16 03 1.500AC 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit 1 ~- : i~~PP~_ 1 Wisconsin Department of CErnmerce .. EWAGE SYSTEM Safety and Building Divisloo- • INSPECTION REPORT GENERAL~~NFORMATION {ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)i. Permit Holder's Name: City Village X Township YMCA-Ste in Stone Da care Hudson Townshi CST BM Elev: r Insp. BM Elev: ' B escription: . {~ ~ r TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Dosing ~~ `` ., erf ll ''~~ Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~, r + `' ~ ~5 r Dosing Aeration Holding PUMPISIPHON INFORMATION _--._.._ Length iDia. SOIL ABSORPTION SYSTEM BED/TRENCH Width ~ Length DIMENSIONS ~ .ZS•r INFORMATION t t..~R Y DISTRIBUTION SYSTEM Demand PM t Head TD Ft st. +~t,K c No. O•f~Trenches ~. /~ P!L BLDG WELL Z3~ `~~ 1 ~ ~~, ELEVATION DATA County: $t. CroiX Sanitary Permit No: 430158 State Plan ID No: 3 =T~. io. Parcel Tax No: 020-1363-23- Sectionll'own/RangelMap No: 27.29.19.21 STATION BS HI FS ELEV. Benchmark f~ 5~ t +~~~ ~ r~ Alt. BM ~/~ Bldg. Sewer 3.~ ' ~~ SUHt Inlet ~ O/ W ~ , s,, ~ SUHt Outlet Dt Inlet Dt Bottom Header/Man. 1 S' . 4 ,~.~ ~s.~. .qz Dist. Pipe ~~ q 1 Bot. System ~~ ` 9 Fi/nal_G~rad-e- \ ~ w ~l '~ ~ ~•d . St Cover PIT DIMENSIONS INo. Of Pits I Inside -j CHAMBER OR - 'C't'~~' ^' ,,,,_.~,~ I UNIT Model Number: ~ ~ r 1 Header an' ~j Distribution x Hole Size x Hole Spacing Vent to Air Intake tl Pipe ) Length Oia `' Leng Dia Spacing SOIL COVER x Prawsurv SvntPmc r7niv xx Mound Or At-Grade SvStemS OnIV Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil `~~, Yes J~ No ~-] Yes COMMENTS: {Include code discrepencies, persons present, etc.} Inspection #1~ia~kli( Z~! Z~3 Inspection #2: --t Location: 732 Exchange Drive Hudson, WI 54016 {NE 114 NW 114 27 T29N R194U) NA Lot 23 ~ Parcel No: 27.29. 1.} Alt BM Description = elf/~! • r 2.}Bldg sewer length = ~g /1 ` Oc~3 ~ 5' ~(~ ~~~ ~ ~ -amount of cover = `~(~ o~ eut,'4 ~ o'' ~ ~L.~ [G} "' 1 I lr ~lo C 5..) --- -r- - -, ; ---- }-~.-~~- -, - -- - Plan revision Required? ~. ~~ Yes ~ ~,i No j i ~ j Use other side for additional _ ~ ~ information. L_._~~~ __~ __.___ _------__.---___-~---___.-' ~- .- SQD C710~/R~_ 3/97) ~ ~ ~\,r ...-.! Date C ~ ~ ^~ ~ `ctor's`~j+'! natu ~r~~ ,"1i-/} .J1/ t~-W~ '~'l~c ~q ~UG7c""^p ` ~ d.~th't. ~. I~~ ` l /-~. .vt,.veshri°~ 1(~Lo ~-- Jz ' ab ~{~~>W~-' -~.~`~i21}.,.ii~.. ~-K,+~'~~tt~14.5 -l I Safety and Buildings Division County ~ ~, ' 201 W. Washington Ave., P.O. Box 7162 ~ ~~ ~~~Sl n Madison, WI 53707 - 7162 Site Addrc.4s De artment of Commerce 3 Sanitary Permit Application Sanitary Permit Number ~3o Is8 In accord with Comm 83.21, Wis. Adm. Code, persoffiI information you prov ^ Check if Revision ma be used for ses Privac Law, s15. 1 m I. Application Information -Please Print All Information ., _- State Plan LD. Number ~ ~'~S`683 Property Owner's Name ~ Pucel Number - - ~ o - 2/60 Property Owar's Mailing Address Property Location fs J 1 fit`` K u;S T~ N,R ~° City, State Zip Code ,°_--- Aiua~lier.. __ ....,-, Lot Number Black Number Subdivision Name CSM Number A /S II. Type of Budding (check all that apply) ^City - ^ 1 or 2 Family Dwelling -Number of Bedrooms ^Villa e ® Public/Commercial -Describe /` g ®T' hi f ~~ ~ owns p ^ State Owned Gt ~~ Y 9~ S ` Nearest Road III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A' 1 ^ New 2 ^ Replacement System 3 ^ Replacement of 6 ®Addition to For County use stem Tank stem B. ~ Check if Sanitary Permit Previously Issued Permit Number Date Issued // IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 ~ Non -Press<uized In-Ground Zl^ Mound 47 ^ Sam Filar 50 ^ Constntcted Wetland 22 ^ Ptrssttrized In-Ground 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line 45 ^ At-Grade 46 ^ Aerobic tmcnt U 't 49 ^ Recirculating 30 ^ V. tment Area Informat ion: ~ =/c~ S . Design Flow (gpd) Dispersal Area Dispersal Soil Iication Percolation Race System Elevatio Fitrel Glade Re qu it e d Pr Op o sed Rate(Gals./Days/Sq.F~t.) (Min./Inch) flevation y / // ~/ ~~ 9A ~ p OVV~7~i~y QQ ) pp [ / OC.Y~d •/0 r ~V ~ ~Si00 9~i S 0 VI. TaNc Info Capacity in Total Number Matntfacturer Prefab Site Steel Fiber plc Gallons Gallons of Tanks Concrete Consnucted Glass New Facisting Tanks Tads Septic or Hoklic~g Tank _ S' ~ b 00 - •v Dosing Chamber VII. Responsibility Statement- I, the undersigned, ~•+*±• responsibility for installation of the POWTS shown on the attached plans. Phuber's Name (Print) Plumber's tore MP/1v1PRS Number Business Phone Number ~~~~?~3 ~s ~~ - ~ Flambe Address (street, city. state. zip Cod VIII. Coon /De artment Use Orel Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ^ Owner Given Initial Adverse Determination ~~ ~/~ ~J~ ZOb~2 ' IIC. Co ditions of ApprovaUReasons for Disa~tproval, ~II . ~ .~ ~. "~# ` -~ ~~ ~ w Mkt, a g• ~ wto~i ~ ~" ~ S~s r ,r~a~~~~ _ ~ ~c~' ' ~ yc~6~o ae.~, `~~-~.~1~ 1/~~~^ '^-ar ~ ~m :1 trachea nine SBD-63 8 (R. 5/Oln~ g ~ ~ (~ ~~,~} ~ l~ S~ C,-,~c~-cr i~o ©~ ' ' ,~ ~ ~ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary May 15, 2003 CUST ID No.224757 MARK E STAHNKE 715 6TH ST N HUDSON WI 54016 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05!15/2005 SITE: Stepping Stone Inc 732 Exchange Dr Town of Hudson St Croix County Subdivision: Exit 4 Business Park -lot 24 Facility: Stepping Stone, Inc. Child Care Center FOR: :Identification Numbers Transaction ID No. 856834 Site ID No. 181145 Please refer to both identification numbers, above, in all correspondence with the.agency. Description: Commercial Non-pressurized In-ground System -Proposed System Addition Design Daily Flow Rate Per Day: 1,461 Object Type: POWT System Regulated Object ID No.: 899275 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,.~s.responsible for compliance with all code requirements. The following conditions shall be met during'construction or installation and prior to occupancy or use: Conditions of Approval: • This system is to be constructed and located in accordance with the enclosed approved plans. This office must be notified upon completio~e~pr~' start-up date can be documented. ~~-~a ` • A state approved effluent filter is required ainteuance information must be given to the owner of the tank explaining that periodic cleaningof the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. • Comm 83.22(7) - 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. Ca~~~~~j~Jp~~i~ ` MARK E STAHNKE Page 2 5/15/03 Owner Responsibilities: • Comm 83.52(1)(a) -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. 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. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. Effluent Testing Requirements: BODS test only at this time. • Within 45 days after system start-up date, the influent being discharged to the dispersal component shall be tested to ensure that the BODS concentration is within a monthly average of 220mgJL. as per Comm 83.44(2)(a), Wis. Adm. Code. • The initial 45 day test may be a grab sample. If this sample indicates higher levels of contaminants for BODS than the level listed above, a minimum of 6 tests on 6 separate days over the next 30 days is required per Comm 83.44(2)(b). The results must be submitted to this office for review. • If it is determined that the influent contaminants exceed the values above, the owner shall take immediate corrective action as established in the approved management plan. Apre-treatment device or other method to lower the contaminant levels discharging to the POWTS shall be put into action. • Upon implementation of corrective measures, another grab sample of the influent shall be tested within 30 days. If this sample is within the limits of the code, testing intervals shall be reduced depending on the level of the concentrations reported. The results shall be submitted to the county for full evaluation. 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 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, ~' - ~~ Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm jswim@commerce.state.wi.us cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 r . ~ Page I of Title Page ~~~~ ~~ ~~~~ Proposed addition to existing POWTS for child care facility. s~4/r ~ 14 ~~``` ;1 ~~'~ e For: St. Paul YMCA /Stepping Stone, Inc. Child Day Care `D~'~' a~ Project Location: 732 Exchange Drive Hudson, WI 54016 Exit 4 Business Pazk St. Croix County Lot #23 Page 1 Title Page Page 2 Survey Map Page 3 Plot Plan Page 4 Project Data Page 5 Chamber Specifications and Cross Section Plumbing Contractor: Zappa Brothers Inc. 716 Sixth St. No. Hudson, WI 54016 Designed By: Mark Stahnke Zappa Brothers Inc. 224757 ~`" w `!, DEPARTMENT Of CO~.~EfEF'tCE DIVISION pF~E7Y Al;D BUiLDINGZ SEE GORRESP~1 NCE Signed: Date: '~/ - !~ - • ~.E6E ~ of S~i9~~, ~., ~, / / ~~/ ~% Z C. S. M ,~i ~ ~1 ~y _ Vic. z7z9 ~o~%• 94 d~ 95 x•50'37"E 688.09' PK NAII FEND CHECKS SI WITH WITNESS MONUMENTS ~ RECORD T~ Wl/4 CORNER °o ;~ SECTION 27 o eu N89.5T08"E H ~ 261613' ~ ~ EAST -WEST 1/4 LINE LoT ~ C. s. a~ _ , YOL._ 6 _PIG. ,1726 0 ~' ° ~ -~ O w O N W ,~ 229.7, 0` ,,,,_ 229.70' ~ J . „r .. lo'-- 3 PROPOSED o 10'-~+. } 10' CERTIFIED SURVEY alAP ti o ~,, a o p tU i .~ ~ O LOT 22 N y S8 •50'37"E 341.58' , W 2.236 ACRES ~ 33 33 LOT 21 3 97,417 SR. FT. 3 b ~•~• _,_,, 2.236 ACRES o 3.0 97,414 SQ. FT. c o ,~„~ ~ i Z ° ~ LOT 23 N H ~ i.soo ACRES ~h 3 a 65,342 SQ. FT. ~.~: ~eu O • ~ w c b "r ~ ;~. O RM WATER RETENTION AREA ~ 998.81' ,~ 'r ~ 229.70' ~ 229.70' 308'58 -^-,----,-~ ~ y 23as9' 50'24" E 1302.74' ~ 192.8E to 102.23'--+~ .•, .T, W ~ ~-- lo' ..I 0 O O 7 LOT 16 2.000 ACRES 87,120 SQ. FT. 10' . ~-, LOT 15 W 1.500 ACRES ° $ 65,341 SQ, FT. 0 ~3~ , z z zli.9s'~"~ A . o ( N O C W W N LOT 14 ~ ~N ~ ~ o g 1.500 ACRES 65,342 SD. FT, ~ ~i ~ I o ~ . w gjb 33' 33 / ~~ ~ ~~ .~ 1 -'8 i r r _ _ .~ _ .... _ _ _ ...._ ._._ ._ _ _. _- _. _ ......~.. _. _ ,.- _ .._ _. _ I I ~ Flo. o ~ ~ E 9 ~ W ~ ~ ~4 I I ,~ a o. ~. ~ ti I ^ '` ~ ~ e ~ it ~ ~ ~ w 'b 0 ~ ~ ~ ; t ~I 1t, ~ ° o ~ ~ ~ Z ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~~ ~ ~ ~ ~ Z ~ +~ ~ ~ ~ ~ .~ ro I-. , g~ ~ ~ ~ 8 ~ ' ~ ~;- - - - ,~ T •- '^ ~ - i i z N ~ ~~ ~'~ ~ ~ r'r- L-~._ .__- ~' a o 1 ,~ ~ Page ~ of PROJECT DATA - This is an addition to the original system serving a childcaze center because of an addition to the building and number of employees and children being served. Twenty (20) is the number of infants, one and two yeaz old children, not figured into the sizing requirements because they are not yet "potty trained" and so will not use bathroom facilities. - Breakfast and lunch will be served. Food will be cereal, sandwiches, oven prepared items, etc.There will be no deep flyers or greases, so no grease interceptor will be installed. - A linen service would be used for hand and dish towels along with crib and bed linens used by infants and younger children. Total Anticipated DWF: 1,461 tal. Total DWF (20) Infants & Children 1 & 2 yeazs old (not "potty trained" 0 (48) Children/ Daycaze with meals X 16 ..................................768 (12) Employees X 13 ........................:.......................................156 ( 2) Floor Drains X 25 .............................................................. 50 974 z 1.5 =1,461 DWF Existing Sizing and DWF: New Sizing and DWF: 0 (12) Infants 0 (8) Infants 480 (30) Children x 16 288 (18) Children x 16 104 (8) Employees x 13 52 (4) Employees x 13 25 (1) Floor Drain (1) x 25 25 (1) Floor Drain x 25 609 x 1.5 = 913.50 DWF 365 x 1.5 = 547.50 DWF - Septic Tank Existing tank is a 2000-gallon precast concrete by Midwestern Concrete Products. We will install a new Zable A100 effluent filter at the outlet. The proposed addition will have a new (ooo f Sop ~3~0-gallon tank from Wieser Concrete Products with a Zable A100 effluent filter. The existing tank was sized for (30) thirty children, (8) eight employees, and one floor drain. The old way was 930 gallons per day. The new sizing for existing tank is: (30 x 16 = 480) + (8 x 13 = 104) + (1 x 25) = 609 x 1.5 = 913.5 x 2.088 =1,907.39. So the existing 2000-gallon tank is lazge enough per new codes. The new tank sizing the addition of (18) eighteen children, (4) four employees and one floor drain: (18 x 16 = 288) + (4 x 13 = 340) + (1 x 25 = 25) = 365 x 1.5 = 511 x 2.088 =1,066.97 gallon or 1,250 gallon septic tank. - Soil Absorption Area Required: DWF 1,461 / .70 = 2,087.14 sq.ft. The existing (4) four trenches of (40) forty infiltrator high capacity sidewinder chambers, by the old formula provides 1,250 sq.ft. of absorption area, by the new formula provides 1,200 sq.ft. of absorption area. So using 1,200 sq.ft. and adding (39) thirty-nine new infiltrator standard chambers which is 1,212.90 sq.ft. in a new absorption area is a Total of 2,412.90 sq.ft. Proposed new azea: (3) three trenches 81.25 ft. long. ~~ ~S~oF S /iVGE The Standard Infiltrator° Chamber The Standard Infiltrator Chamber ~s• Effective Length ~.~Cha ~nd.Ylew PosiLock" End Plate , ~'{:. Size(WxLxH)......34"x75"x12" ', Storage Capacity ...J8 gal./10.4 ft9 ;r ', ', ~ p~p0 OOpO pOp 0 p p ~ p ®~ Weight 26 Ibs LLL~~~... OO O .3a' I Louvered Sidewall Height............6" • (1tvSS ~}EGTZvN Nv .I'Cio LSE 9.~so' ~- Gra~r/!da f6oavs .ELV, -~ ~S. oo Ch'i9irl~tR...G'Erss=rcvTrvvr Aid L/~ass ~c~cw - . POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page ~ of ~ FILE tNEORMATtON Owner y„~~,q- ,~~ N ~~~ . Permit lr nES1GN PdRnMETERS Number of Bedrooms ~NA Number of Public Facility Units ~NA Estimated flow (average! //SD ei/daY Design flow tpeakl, (Estimated x 7.5) ~ ~ al/da Soil Application Rate . 'j al/da /ft' Standard Influent/Effluent Quality Monthly average' Fats, Oit & Grease (FOG} 530 mg/L Biochemical Oxygen Demand 1t30gs} 5220 mg/L ^ NA Total Suspended Solids iTSS} 5t 50 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BOOS} 530 mg/L Total Suspended Solids (TSS} 530 mg/t. DNA Fecal Coliform (geometric mean} 510° cfu/100m1 Maximum Effluent Particle Siza Ye in die. ^ NA Other: - ~NA *Values typical for domestic wastewater and septic tank affluent. avsTaM ~eaccrsr!cnTteNs .... ~... ,.- ---- --- -- ----- 'Septic Tank Capacity GGO t (~ o0 aI 0 NA Septic Tank Manufacturer rCN~T rESE4 ^ NA Effluent Fitter Manufacturer ~,4/St,E O NA Effluent Filter Madel ~ app ^ NA Pump lank Capacity al f $ NA Pump Tank Manufacturer ~ NA Pump Manufacturer j~NA Pump Model J~.NA Pretreatment Unit ~NA ^ Sand/Gravel Filter ^ Peat Filter ~ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other. Dispersal GaII(s} ^ NA n•Ground (gravity) ^ tn-Ground {pressurized) d At-Grade ^ Mound ^ Drip-Line D Other. Other: ,16(NA Other: '~ NA Other: ~NA MAtNTEtvANCE 5cnevu~ Service Event Service froc~ency inspect condition of tank(s) At least once every: month(s) (Maximum 3 years) ear(s1 ^ NA When combined sludge and scum equals onathird (Ys) of tank volume ^ NA Rump out contents of rankle) inspect dispersal call{sl At least vnae every: ear( )(s} (Maximum 3 years) ^ NA ^ month(s) ^ NA Clean effluent filter At least once every: ~ ear(s) months} ,l~NA inspect pump, pump controls & alarm At least once every: ^ year(s) D monthlsl ANA Flush laterals and pressure test At least once every: ^ ear{$} Other: ^ month(s) ~q At Least once every: ^ e~(sl Other: ~A MAINTENANCE tNSTRUCT{ONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the #ollowing licenses or certifications: Master Ptumber; Master P{umber 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 pending of effluent on the ground surface. The dispersal call(s) shall be visually inspected to check the effluent levels in the observation pipes and io 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 (Y3} or more of the tank volume, the entire contents of the tank shah 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 effluani fitters, mechanics{ 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 iota! regulatory authority within 10 days of completion of any service avant. GMW 14!01 } Page . ~ of -~ START UP ANO OPERATION ~ ` For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process andlor damage the disperse! cants). if high concentrations aro doteeted have the contents of the rankle( removed by a saptage servicing operator prior to use. System start up shall not occur when soli conditbns are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the oxcess wastewater will be discharged to the dispersal cell(s) in one Isrge dose, overloading the cen(s} and may result in the backup or surface discharge of effluent. To avoid this situation have the conts~nts of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manuany operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal Celia. t)o not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Faduction or elimination of the following from rho wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain {sump pump) water; fruit and vegatabte peelings; gasoline; grease; herbicides; meat scrape; medications; oil;. painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or Is permanently taken out of service the following steps shall lie taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Adminisvative Code: • Ali piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of ail tanks end pits ahatl ba removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shalt be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PWN If the POWTS fails and cannot be repaired .the following measures have been, or must be taken, to provide a code compliant replacernant system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot Iktes and wails. Failure to protect the replacement area will result in the Head for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement arse is not available due to setback andJor soil limitations. Barring advances in POWTS technology a holding tank may be installed as a leaf resort to replace the failed POWTS. ^ The site has not bean evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate n suitable.replacament area. if no replacement area is available a holding tanM may be installed as a last resort to replace the failed POWTS. ^ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Rsconstruotions of such systems must comply with the tules in affect at chat time. < < WARNING > > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN i.ETHAL BASSES ANDlOR INSUFFICIENT OXYGEN. DO NOl ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUM8TANCES. DEATH MAY RESULT. RESCUE OF ~ PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMP08SIBLE. ADDITIONAL COMMENTS POWTS INSTALLER Name ~( !uf ',l~It. t~~Z 'r Phone rls-. j$y ..?$t0 POWTS MAINTAINER Name ~ r _ ~~~ /Sa•~l ~ SEPTA(3 ~I SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Na a ~. -Lov,.rr• (~- M~.~ Name GQoix cw.~ry .~cw•~~i ~f,~rtl Phone rji $ . j>Pfi • ~/G Ya Cd This dOCUment was drafted in compliance with chapter Comm 83.22{2>(b)11)td!&lf) and 83.64(11, l21 & l3l. Wisconsin Admirnstrative o e. r ~ . FROM :Zappa Brothers Inc. FAX N0. :715-386-0323 .. Nav~ ~, 2DC~3 2.11PM C;I CONIM~R~IAL TEE5 PING UlBpF~ATC?RY, RVC. ~~~ NI~sry Street, P,O, Box 626 Colfax, wiscor~in 5c173Q 915-96x2-3621 - SCK7-962.0227 FAX • 715-962-4030 w~a SiT~; www cttco~fiax com A#s+tiLYT r GS~L, ~lri~#t7 aeppa Cfr,~trhs~t~5 Frr~ssrnf,ir,r~ 7f5 6th S~. N xudsor~ Iai ~4e~s 3arppla Numbs:' ~a~eG3e rD 7ecE @3-i.110@1E ~teRpi~g &tana flit and 6raaee,~~;gfL 4t~~l~,3 May. 08 2003 08:28AM P1 No.i'?~4 P~ r~epot~t Yugbe~ : 03ib~9£s7~ Pages 1 Rapcrt Date: 5! 2I~3 beta 4aeeiwec3: ~/c !>a3 Data Resu:ts Method LOD/zC1Q Actalyzers lF' BhiS:~C9£~ 313 5! il~~ aT.Ri~ Y!-;OR STEEPING S7i3{~E CNIL.I? CAME P~?f1.7ECT. lr i.%ALi.~¢i; , !~I I}Nt~ >`alacratdry Cer~ffirat5on lJuebsrs 617013;80 04/28/03 TLfE 15:42 FAX 1 715 962 4030 COMMERCIAL TESTING LABORATORY, lNC. 514 Main Street, P.O. box 526 Colfax, Wisconsin 54730 715-962-3i 21 - 800-962-5227 FAX - 7T5~962-4030 WEB SITE: www.ct(colfax.com COMM. TEST LAB X001 Post-its Fax Note 7671 Date ~~~ To ~ From Co./Dept. Co. Phone 11 ph~e ~ Fax $ p~ u ANRLYTTCRL REGORT Zappa Arothers ExC~vating 715 6th St. N Hudson WI 54@iFs Report Number-: ~ba~@98£c Page; 1 Report Date: 4/?_9/QI3 Date Received: 4/2c/03 Sample Number Sample ID Test Results Method Date LOD/LDQ Analyzed ~D3-W9997 Stepping Stone BOD (5 Qay), mg1L 6~^c SMSc^10R _~-_-_~_' _472~/~? 4/~2/m3 _ Fecal Califarm/100 ml 5 80,00 SM'3c~22 D 4/r_'W/~3 . Tat. Suspended Salids,mg/L 7c^ SME;40D 4/24!@3 5T- PAiJ!_ YMCR STEPPING STt1NE CHILD CARE PROJECT. RESI~t_7'S; Y WI DNR Laboratory Certification Number: E17013980 Approved by: pq~ .- .. _, ._ 1 U _. ... ~.~ ~, r .,, .. s - ~~.. .. '°~., . .~. "'"°^~. r t D ~~~ ,~o ~l leZg 1`~g~ Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATfON REPORT ~.. ~n....rrl~nnn u.hF~ !'nmm Ari \Alic Aram (:rvie 1618 Page 1 of 4 A.C.E. Soil ~ Site Evaluations County __ Attach complete site plan on paper not less than 8'/ x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I D percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . 020-1363-23-000 ___~,.,.~ Please ~JP11`)t a1'l iAiiOlrlffe~lioq 9 l Reviewed By Date Personal jnformation you provide may be used for secondary purposes (Privacy ~, s. 15.04 (1) (m)). `i 1, ^; t Property Owner Property Location s t YMCA -Stepping Stone Daycare ~ Govt. Lot NE 1/4 SW 1/4 S 27 T 29 N R 19 W Property Owner's f+Aaikng Address 't Lot # Block # Subd. Name or CSNI# 476 Roberts St. ~ c t 23 Exit 4 Business Park City Stat "'Zfp'Coc3e Phone Number ~ City ~ Vllage 1~ Town Nearest Road Saint Paul ~ MN 55101 715-386-2688 Hudson 732 Exchange Drive t+r New Construction D~~ ~ Residential / Number of bedrooms Code derived design flow rate 1461 Replacement N Public or commercial -Describe: Day Care Facility Parent material outvvaSh Flood plain elevation, if applicable na General comments and recommendations: Install leach chambers at 85.00'. System area must be sufxut prior to insertion to maintain maximum cover over chambers after site is bac ~ "~f GPD Boring # ~ Boring fI Pit Ground Surface elev. 100.09 ft. Depth to limiting factor X228° in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs GP DlftT in. Munsell Qu. Sz. Cont. Cobr Gr. Sz. Sh. "Eff#1 *Eff#2 1 0-85 na none sUls fill na na na na na na 2 85-96 10yr32 none sl 2fsbk mfr cs 2f,1m 0.5 0.9 3 96-148 7.5yr4/6 none Is 1msbk mvfr cw 1fm 0.7 1.2 4 148-175 10yr516 none s 0 sg df gs - 0.7 1.2 5 175-228 10yr6/4 none s 0 sg dl - - 0.7 1.2 Pit was evaluated within trench to 170". Soil extracted from pit for evaluation by backhce bucket from 170" -228". a Boring # ~ Boring 1~ Pit Ground Surface elev. 98.57' ft. ;: Depth to limiting factor >210'~ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GP 'Eff#1 Dlftz 'Eff#2 1 0-132 na none sUls fill na na na na na na 2 132-146 10yr2/1 none sl 2fsbk mfr cs 2f,1 m 0.5 0.9 3 146-156 10yr4/4 none sl 2msbk mfr cw 1fm 0.5 0.9 4 156- 72 10yr5/6 none gr s 0 sg dl gs - 0.7 1.2 5 172-210 10yr6l4 none s 0 sg dl - - 0.7 1.2 PR was evacuated within trench to 163". Soil extracted from pit for evaluation by backhce bucket from 158" - 210". ~--~ ' Effluent #1 = BOD ~ 30 < 220 mg/L and TSS > < 150 mg/L nt #2 = BOD < 30 mgiL and TSS <~0 mglL CST Name (Please Print) Sign re: CST Number James K. Thompson 3602 Addn~s A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane. Osc~la, Wi 42/2003 715-248-7767 'property Owner YMCA -Stepping Stone Daycare Parcel ID # I~~ •3~ •. 020-1363-23-000 Page 2 of 4 ~~ # ~ Borng !~ Pit Ground Surtace elev. 97.03' ft. Depth to limiting factor > 196" in. Soil Application Rate Horizon th De Dominant Color Redox Description Texture Structure Consistence Boundary Roots p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-118 na none sUls fill na na na na na na 2 118-132 10y2/1 none sil 2fsbk mfr a 2f,1m 0.5 0.8 3 132-144 7.5yr314 none si 2msbk mfr cw 1fm 0.5 0.9 4 144- 61 10yr5i6 none Is 1 msbk mvFr gs - 0.7 1.2 5 161-196 10yr6/4 n on e s 0 sg dl - - 0.7 1.2 ~~ !M. ~~ // ,(_ `1R.tZQC i~ L TY ~ 11 S CL~~+. r rc • ~ 2 Pit s evaluated within nch to 163". Soil was extracted from pit for evaluation by backhoe bucket from 163" -196". ^ Boring # ~ Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots P 'Eff#1 *Eff#2 ^ Boring # ~ Boring pit Ground Surtace elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Cobr Texture Structure Gr. Sz. Sh. Consistence Boundary Roots *Eff#1 'Eff#2 ' Effluent #1 = BOD 5> 30 < 220 mg1L 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. SOIL AND SITE EVALUATION 1618 Page 3 of 4 PROPERTY OWNER: YMCA -Stepping Stone Daycare ` PARCEL I.D.# 020-1363-23-000 A.C.E. Soil & Site Evaluations REPORT MEMO Site was filled during creation of industrial park, with approximately 7' -11' of fill placed over system area. System to be installed in undisturbed native soil found at 7' -12' below finished grade. Site must be cut to reduce final grade to 94.00' over system area to comply with maximum bury depth of leach chamber product approval requirements. 5~/e : / ~_ 5~0 ' ~ .5oi/ GdQ/ua-c~io~ P%E i E/e dQ~b~ ~Xe1 an9e ,(~rive~ SC.-~ ~. ~o~~ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer //yl CFi' - ~~r~~n~,v~ ~o,,.~ ~ia~r~ Mailing Address ~7 ~ / Cv~f/tr# fr r,~..,. r .~ a ~ /~.,.. ~SS/oJ Property Address ~3~ ,~ ~.~,o,,,6r- ~~ . (Verifica~tion~required from Planning Department for new construction) City/State ~~,; u~o.,~ . !~/.r _ Parcel Identification Number LEGAL DESCRIPTION Property Location ~ '/,, ~hL '/,, Sec. ~, T, ~,~N-R~Q_W, Town of ,1ifU~~./ Subdivision .~.~ T y .~~Q•E_rr / %~v~~c ,Lot # ~_. Certified Survey Map # : ,Volume ~- ,Page # Warranty Deed # ` ~ 't z T~ ,Volume ~`~~ ~ ,Page # 3 `~ Spec house ^yes 1~ no Lot lines identifiable ®yes ^ no SYSTEM MAINTENANCE Improper use and maintenanceof 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 scptic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Departenent a certification form, signed by the owner and by a masterplumber, journeymanplumber, restricted.plumber or alicensed pumper verifying that (1) the on-site wastewaterdisposal system is in proper operating condition andlor (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 Office within 30 da of the three year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this 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 warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 209?;' 3y7 STATE BAR OF WISCONSIN FORM 1-2000 WARRANTY DEED mrnt Numhrr ~ ~) This Deed, made between Kent , Lindahl and Deanna L. Lindahl husband and wife. Grantor, and YMCA of Greater Sairit Paul Grantee. Grantor, for a valuable consl eraUon, conveys antee the following described real estate in roix County, State of Wisconsin (the "Property") (if s e is needed, please attach addendum): Lot 2 at of Exit Four Business Park in the town of Hudson, St. Croix County, 7~04~47 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIR CO. , M1I RECEIVED FOR RECORD 12/31/2002 10:15At[ Ez~r ~ REC FEE : 11.00 TRANS FEE: 1140.00 CAPY FEE CERT COPY FEE: PAGES: 1 Name and Return Addreas YMCA of Greater Saint Paul 476 Roberts St. St. Paul, MN 55101 None G.70 - i.~63 -a3-0ob Together with all appurtenant rights, title and interests. - Parcel Identification Number (PQ~ This is not homestead property. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Dated this 31 day of ecember, 2002 .~ T * nt Lin ahl ~' ~ . ' ~ ~.. i • 1 AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) authenticated this day of ) ss. St. Croix County ) TTTLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §,R~}s Stats.) THIS INSTRUMENT WAS DRAFRTEsD:1~]' :: -- 1. (Signatures may be authenticated or aclmowledged. Both are not necessary.) WARRANTY DEED Personally catrte before me this ~ day of~g er , 2QQ2, the above named to me known to be the person who executed the foregoing instrument and acknowledged the same. * FiC - ?/E'/? ry Pu tc, State of Wisconsin My Commission is permanent. (If not, state expiration date: , ~) C~ur~i 5! ,?goy Ibe'lbw'Efieir signature. STATE BAR OF WISCONSIN FORM No.1- 2000 ~', ~ 1~"•~Gf~~,_ Of ~ PK NAIL F~E~ND COCKS WITH VITNESS MONUMENTS OF RECORD _ F ~. ` s~ ` ~` .~~9~~ ~ vl/4 CORNER o ~+ t ./ 1 / SECTIOPI 27 a ~ G/ / N89.5T08'•E voi iS j / ~/ 261613' Z C. S. ~ '~/ tt / EAST -VEST 1/4 IINE~ ----- i~/> LOT ~ L'.S_M -PIG. 2729 ~0 / VOL._ 6 _P~. _1726 s o~ 9495 0~ x•50'37"E 688.09' - ~ J • ~ • .+ 10'"' 10'+ 3 PRO.PIDSED c N CERTIFIED SURYEY ~[AP y oN ---------------- ^ oN c z LOT 22 ~ y S8 •50'37"E 341.58' , LOT zt 2.236 ACRES 33 33 :r 97,417 SQ. FT. 3 ---.- 308.5@'----. 2.236 ACRES o `` ---1 97,414 SQ. FT. ~ :. T 3. ` 0 0 0 0 z ~ ~ I ~ ti ^ LOT 23 N l.soo ACRES ~~ 65,342 SQ. F T. ^ 3 ... O • _____ _._____ o n~ w o RM WATER RETENTION AREA N 998.81' b ~ 229.70' ~ 229.70' 308.58' ~ J ~' y 230.59' c Q 10'24" E 1302.74' ~ 192.86' 217.95', ~ 102.23' b 3 92.23' o, in 10' o e4i 10' o f ' N • 10' $ o w W N ~ la 10 ~ ~ S la M LOT t4 ti ~N ~ a LOT 15 W 65342 SD.SFT. I ~ z ~ LOT 16 .~ W 1.500 ACRES ° 2.000 ACRES 65,341 S0. FT. ~ ~ I T. _ W 87x20 SQ. FT. -y~, w g ~ Z / b 33' 33 r-,~a . \ .~idr•~?.~triee~, ~'i. ~ ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 Phone: (715) 386-4680 Fax (715) 386-4686 www. co. sa int-croix.wi. us To: ~ ~ WL. ~ #-w1 ~ From: ~[.-//I"~ Fax: C. f 2~ ~j ~ ~ Pages: Phone: ~2 S" ' ~ l ~'- 9~ Dater ~/IA(yvc~n ~ ~ ~ Re: CC: O If this box is checked please submit a check fora $5.00 fax fee made payable to "St. Croix County Zoning" along with a copy of this fax sheet to St. Croix County Zoning Department, 1101 Carmichael Road, Hudson, WI 54016. • Comments: ....~ - - - Kevin Grabau From: Jansky, Leroy [Ijansky@commerce.state.wi.us] Sent: Thursday, March 27, 2003 5:43 PM To: 'Kevin Grabau ' Subject: RE: DWF > 1500 gpd Dosing is required by certain component manuals. Obviously, mounds and at-grades are dosed because of pressure distribution requirements. In addition, all HTE systems need to be dosed via pressure distribution, except when the distribution system exists and we are trying to rejuvenate the system with HTE. Conventional systems that incorporate gravity distribution require dosing for DWFs of 1501 gpd and greater. This is pretty much standard procedure. -----Original Message----- From: Kevin Grabau To: Leroy Jansky (E-mail) Sent: 3/27/03 5:03 PM Subject: DWF > 1500 gpd Leroy, Are there any instances when a designed DWF >1500 gpd would NOT require dosing? And does this require pressurized dosing, or just dosing of the system without pressurizing? A plumber here says "he read it somewhere" that dosing is not always required. I cannot find anything to substantiate his claim. Kevin Grabau St. Croix County Zoning Department 1101 Carmichael Rd Hudson, WI 54016 715.386.4680 keving@co.saint-croix.wi.us ~- ~S~ ~ ... p Z o - 136 3 - ~j _ our 2~. 2°c. ~~. 2IGo ,.~ p ~~ , - ~ "~-Y ~ Par A-o a „~ g a ,v ~, Fes- S~PT~c c~sT~ Y'~C~ --~ use Owl o~ d~u.r~dr~uCr S ''i"it~rAZ t1,~Fcn~E. Frtc. ~ c.~ ~ S 5 ~-~.~ ' ST. CROIX COUNTY ZONING DEPAR x ~ ~ `" ~ ~ AS BUILT SANITARY REPORT ,°', ' a ~;` ~ ~, , Owner .S7`G Qp~ :Uy S` ~ ~ ~ '~ .~.~ G ~ ` Property Address . ~ ~~ l ~~ ~a..~T -~- ~ ~• `L ~ ~ q City/Sta , _ ..~J `~ ~ , ~~ ~ ~ ~:~ 23 l Y L CDescri on: ~ ~-:c~ Lot Block Subdivision/CS1VI # ,,~5'~, 4 , '..y e ss .Da sr,~'' ,'/<, Sec. ~, TAN-RAW, Town of ~ ~ J' ~. ;k f #. . SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION: Tank manufacturer ~1~, `~ci ~es-'f~lrx/ Size ST/PC ~CZ~ Setback from: House ~ Well P/L Pump manufacturer Model Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM: Type of system: ,~'~ ,y Width ~ Length ~'~.Z. s Number of Trenches Setback from: House We1I P/L Vent to fresh air intake ELEVATIONS: Description of benchmark d 7".~• ~-~ Description of alternate benchmark ~~,~ ~s ~ ~~ w.~~1Q~f; ~,d i~r~, ~ Elevation Elevation y'7. 7~ Building Sewer ST/HT Inlet ,~. ~ f ST Outlet y'.S~G ~ PC Inlet PC Bottom Header/Manifold l~~r _3S Top of ST/PC Manhole Cover ~ ~~ G S- Distribution Lines () ~~ f a 5 () ( ) Bottom of System () ~~ ~-3 () ( ) Final Grade (} ~, ~ ,~ () ( ) Date of installation / / Permit number State plan number Plumber's signature ~ ~'~ ~, ~icense number „~~'~~-,Ir''~,~ Date / I Inspector ~~~~' ,r/ Complete plot plan 'V\ ~. ~ ~. +~. NOTICE: Please provide the following: R • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. PLAN VIEW ., ~ ~: ~ ~ ~ a o ~ ~.. '~ Qv ., ~.~ ~i _ __._____ ~~ o~ a ~ a -.:;, INDICATE NORTH ARROW Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM ~S~fety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Persorr.~l information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. Permit Holder's Name: ^ City ^ Village ^ own of: Stepping Stone, Inc., Town of Hudson CST BM Elev.; Insp. BM Elev.: BM Description: . l7 r ~ 5 vt,1,~o"Z . TANK INFORMATION TYPE MANUFACTURER APACITY C Septic ~ ~ (,U2S n ddQO Dosing Zo,~pr .~. ~ L ~'0 Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. vent to Air Intake ROAD Septic ~ c(,O~ r -- NA Dosing NA Aeration NA Holding PUMP /SIPHON INFORMATION Manufacturer Demand Model Number GPM TDH Lift Lriction System TDH Ft Forcemain Length Dla. H Dist. To Well ELEVATION DATA County: St. Croix Sanitary Permit No.: 353240 State Plan ID No.: Tl~tus ~~ ~ 2~38SSs~ Parcel Tax No.: pending STATION BS HI FS ELEV. Benchmark . ~~ Q~,g~ Alt. BM c7~., ~2„ Bldg. Sewer t1,a-O ~~p,~ St/ Ht Inlet ~-;~ ~ ~s'g St / Ht Outlet 8 a(S ~ ~; !o O Dt Inlet "'-'"" Dt Bottom Header /Man. fit) . ~ 9 3.3.5 Dist. Pipe Via. ~o 3.~~ Bot. System ~ • ~' ~l g3 Final Grade WGS rf~. ~, S ~,2,~ St cover (~.~0 q.~., (e ~ ~,~- ~ "`'~t'" ~, ~ 46.35 SOIL ABSORPTION SYSTEM~01 . ~ i.... ('®.t n.~r.Q., ~ ai I/.. ~ o ., BED /TRENCH Width 2 ~ - Le th ~ No. O T ches 5 PIT No. Of Pits Inside Dia. Liquid Depth DIMEN 1 N J (, 2.• DIMEN 1 N SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manua rer• SETBACK r INFORMATION TypeO ~ ~ q ~~ CHAMBER odel umber System: ~ , ~ 1 OR UNIT DISTRIBUTION SYSTEM ~ U Header / MId Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake ~~ Length Dia. 4 Length Dia. Spacing 7 ~O ~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ^ Yes ^ No ^ Yes ^ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #l: /•Z/l~•/ Ins ~ / Location: 732 Exchange Drive, Hudson, WI (NE1/4, SWl/4 Section 27 9 R19 - . 9. 1.) Alt BM Description = ~' o~+r' ~„~.crC ~ ~ ~ ~" ~ •cM~~~` ~,~ 2.) Bldg sewer length = (~. 0 r ~ 1Sa ~C[- I cje.,,,/ -amount of cover = ~'' Sp, ~(~,c/ ~ ~ ~• N~ • `" 3) Ys..k. is a > z~ 18~v ~ w ~ ~ ~~~e ~~ ~~ aQ~ .~. ~ Plan revision required? ^ Yes ~ No Ds Z ~ ~~e other side for ad itional informatio ~36D 10 (~7bµ~ ~r`"I -~~ cN~ 4~• - Da - Inspector's Si nature Cert. No. I pw~: ~to~k,. aa2~re,:. a 9.taa+~ ~K~"'4,t,t~r'r s,.oQ P~ ~+ n~cc.o+~.we~'~Fo bC~ ~lu~e.r ~{+w. ~~' I m~ ~. ! i ~ ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: {I i ~~I I I~! ,` r ' ~~~ ~~~uK ~e ~~~ ~ ``,~~-- SANITARY PERMIT APPLICATION ~~isionsin Department of Commerce In accord with Comm 83.05, Wis. Adm. Code ~ Attach complete plans (to the county copy only) for the system, on paper not less than 81rz x 11 inches in size. • See reverse side for instructions for completing this application Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04 (1) (m)). Safety and Buildings Division 201 W. Washington Avenue P O Box 7302 Madison, WI 53707-7302 ~ Sao ~` State Sanitary Permit Number 35 3Z ~t~ ^ Check if revision to previous application State Plan I.D. Number I. APPLICATION INF RMATI N -PLEASE PRINTALL INFO RMATION 273~5~ Property Owner Name ~- Property Location f' va,5~ va, S T 2 , N, R / Q E (or)~i/ Property Ow a 's Maili Address Lot Numb ~ lock Number ,(J ~ ~ City, State Zip Code Phone Number Subdivision ame o er I. TYPE F B 1 DI G: (check one) ^ State Owned ^ !ty ^ Vll age Nearest Road Public 1 or 2 Famil Dwellin - No. of bedrooms Town of ~x'G G,,r/ -~ r 111. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) ap .- ~ 3 L 3 + 2~ ~~, OZO-/a7S''S/-Odp 6 i66 a 4 - . . ~-c~ -. ro7s 7-~~ ~ 7 • ~t . t ~ 1 ^ Apartment /Condo 0 -' ~ - 2 ^ Assembly Hall 6 ^ Medical Facility/ Nursing Home 16 ^ Outdoor Recreational Facility 3 ^ Campground 7 ^ Merchandise: Sales/ Repairs 11 ^ Restaurant/ Bar/ Dining 4 ^ Church /School 8 ^ Mobile Home Park 12 ^ Service Station /Car Wash 5 ^ Hotel /Motel 9 ^ Office /Factory 13 gJ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1 _ ~ New 2. ^ Replacement 3. ^ Replacement of 4. ^ Reconnection of 5, ^ Repair of an ______System ________ System _____________ Tank Only______________ Existing System _________Existing System B) ^ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ®Seepage Bed 21 ^ Mound 30 ^ Specify Type 41 ^ Holding Tank ~ ~ 42 ^ Pit Privy 4 ~ 12 ^Seepage Trench 22 ^ In-Ground Pressure / ~ ~ . X 3 43 ^ Vault Priv ~ 13 ^Seepage Pit , ~ 14 ^ System-In-Fill .~j~.~ ~ ~ X s /27Z VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Ab~or~~Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ~ ~, Elevatiot} 93a~ - ~~ 9 Feet f~ ~S Q ~ ~ ~. Feet VII. TANK INFORMATION Ca acct in allons g TOtal ll # Of T k Manufacturer s Name Prefab. Site con- steel Fiber- Plastic Exper. N i E i ons Ga an s Concrete glass App ew x st n strutted Tanks Tanks Septic Ta Q ~ ~` ~ ^ ^ ^ ^ ^ Lift Pump Tank/Siphon Chamber ^ ^ ^ ^ ^ ^ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for. installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumber's Signature: (No Stamps) /MPRSW No.: Business Phone Number: ' ,' ~. r ~ ~~~'d ~~s- - ~.~ r Plumber's Address (Street, City, State, Zip Code): ` ~ ~ IX. COUNTY / DEPA TMENT USE ONLY ^ Disapproved Sanitary Permit Fee (Includes Groundwater ate ssue Is ing Ag nt Signature (No Stamps) I~Approved ^ Owner Given Initial ~c Surcharge Fee) ~ ' ~! LL ~ Adverse Determination p J b j X C NDITIONS OF APPROVAL / REA ONS FOR DISAPPROVAL: ~ ~~, ~ ~ 1 ~ -~.~~ ~ ~ ~ 3 ~ ~~ -~ ~~~ ~ ys~ P~ ~ ~ s ~1 ~ . - ' / ~ ~ - DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber SBD-6398 (R. 4/99) INSTRUCTIONS- a ~ ~ - - p•. f 1. A sanitary permit is valid for two (2) years. 2. ti'our sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative~Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownershipor•plumber requires a Sanitary Permit Transfer /Renewal Form (SBD-6399) to be submitted to the county prior to installation .~ 5. Onsite sewage systems must be properly r~tain~ain~d: ;T'he septic tank(s) must be ~ump~d by a licensed purripe'r vvhenev~r necessary, usually every 2 to 3 years. 6. I f you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and-Buildings Division, 608-266-3151. ~ ~ -- - • -- - - -- - To k~,e complete and accurate this sanitary permit application must: include: :~ I. Property owner's namearid m~iTing address. Provide the legal description and parcel tax number(s) of where the system is to be install~cT- ` ' ~" II. Type of building being served. Check only one and complete # of bedrooms if-1 or 2 Family Dwelling. III. Building use. If building type is. public, check all appropriate boxes that apply. IV Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII, Tank information. Fill in the capacity of every new/or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed anti tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII.. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number; Plumber most sjgn application form. IX." County / Depa~rtalent Use Only,:. , - - .. .. q . , - ... ' '. - X. County/ Department Use Only. CQrnplete plans and specifications not smaller than 8 1/2 x 1 1 inches must be submitted to the county. The plans must indude the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross,section of the soil absorption system if required by the county; E)-soil test data on a 115 form; and F) all sizing information. - GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which cari effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. , . .. ,. .. - c e ', ~ ~ •>lscons~n Department of Commerce November 16, 1999 CUST ID No.267341 WEGERER SOIL TESTING & DESIGN 421 N MAIN ST PO BOX 74 RIVER FALLS WI 54022 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 11/16/2001 SITE: a Site ID: 181145 + St. Croix County, Town of Huds Part ofNWl/4, SW1/4, 527, T29 Subdivision: Exit 4 Business Park Facility: Stepping Stone, Inc.- Chi FOR: Description: Commercial Non-pre .. •, ;. ~~• f ~ _- ~' ~ 9W ST f RC;` r sUr~ ~: [re' Center 1 - ~~ ~ Object Type: POWT System Regulated Object ID No.: 499769 Identification Numbers Transaction ID No. 273858 Site ID No. 181145 Please refer to both`identifcation numbers, all.. correspondence with The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • 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. 5tats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The leaching chambers must be installed in accordance with the manufacturer's printed instructions, the plan approval and Comm 83, Wis. Adm. Code system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. 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. Safety and Buildings 2226 ROSE ST LA CROSSE WI 54603-1905 TDD #: (608) 264-8777 www. commerce.state.wi. us Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary ATTN.• POWTS INSPECTOR ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 ~i a. .,,• . WEGERER SOIL TESTING & DESIGN Page 2 11116199 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead, Sincerely, c Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-785-9348, Mon. -Fri. 7:15 AM to 4:00 PM j swim@commerce. state.wi.us DATE RECEIVED 11{01/1999 FEE REQUIRED $ 120.00 FEE RECEIVED $ 120.00 BALANCE DUE $ 0.00 WSMAKT code: 7633 11/20/1999 13:47 608-785-9330 • t ~ .r ~~~~~~~~ Department of Commerce PAGE 01 Safety ana r,uuc+ngs 2226 ROSE 5T LA CR05SE WI 54603-1905 TDD #: (6081264877'7 Www.COminerce.stat®,wi. us Tommy G. Thompson, Governor Brenda J. Blanche-tl, Secretary November 16, 1999 CUST ib No.2b7341 WEG1~R1;R SOIL TESTING ~ DESIGN 421 N MAIN ST PO BOX 74 RIVER PALLS WI 54Q22 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 11/16/2001 A77 N: POWTS INSPECTOR ZONING OFFICE ST CROIX COUN"T'Y' SPIA 1101 CARMICHAEL RD HUDSON V1~'I 54016 ST,['E: Sits ID: 181145 St. Croix County, Towa of ~Iudson Pari of NW l/4, S W 1 /a, 52'1, T29N, Ri 9w Subdivision: Exit 4 Business Park - lot. 24 , Facility: Stopping Stone, Inc; Child Care Center FOR: Description: Commercial Non-pressurized in-ground System Object Type: POWT System Regulated Object A~ No.: 499769 Identif cation Numbers Tranaactiort ID No. 27!3858 Site ID No. 181145 P ease refer to both'identtfication numbers, above, in ~a]I' correspondence, with the. agency. The submittal described above has been reviewed for conformance with. applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APP1tOVED. The following conditions sba11 be met during construction or installation and prior to occupancy or use: • A Sanitary Permit must be obtained from. the county where this project is located in accordance wieh the requirements of Sec. 145.135 and 145.19, Wis. Stets. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official is accordance with the provisions of Sec. 145.20(2)(d), Wis. State. • The leaching chambers must be irtstalled in accordance with the raatzufacturer's printed instructions, the plan approval and Comm $3, 'V1~'is, Adm. Code system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plain approval and code requirements will take precedence. • This approval does xaot include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that maybe required for this project See section Cornet 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. 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. 11/20/1999 13:47 608-785-9330 wEGEREIL SOIL TESTING & DbSIGN PAGE 02 Page Z 11/16!49 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, ~~ ~ erard M. Swim POWTS Plan Reviewer -Integrated Services (408)-785-9348, Mon. -Fri. 7:15 AM to 4:001'M jswitxiQa commercC_state.wi.us 11120/1999 13:47 608-785-9330 PAGE 03 • w,:, „ , • . COPTVENTIOi~'AL SOIL ABSORPTION SYSTEM p8~~ 1 of 5 , For ` LOCATED N~ ~ • IY THE 1 /4' OF THE ~ W 1 / ~ OF SECTIOPd Z-t , T Z~ N, R ~9 W, TOWN Ok' ~n,~~sc1. , sT', CL?.v LX COUNTY,TJISCONSTN, LoT ~.~ aF ~-x~T y ' ~v s i N~s5 ~ ~k~.:: .._ INDEX PAGE 1 of 5 TITLE SHEET _ PAGE 2 of 5 PROJECT DATA PAGE 3 of 5 PLOT PLAri PAGE 4 of 5 PLAN VIEW-CROSS SECTION PAGE S of 5 LEACH CHA2+IBER DETAIL PREPARED FOR STS'' ~ ~ -~ G 51'L11~! ~, , . 1 tv C. ~ ~-b ~ ~1o Tl+ . s r2~~- . '. C2u8~.TS ~ w1 s~pz.3 PREPARED BY 4 ~~~ .. Orr 2 9 l99~ R'''EE~~RER SQ x L TES'T' 2.EV~" AND - ; . 13ES I1'-'~~i SERA z CE P.Q. HOI 7; 421 M. MAIL! 5T. RIVER FF1LS. WI 54022 ' . 715~''S-•0165 P•~ •"!;~rialiy C°n~,tit O~E E pp~ ~~~ ~N ..wd7MENS J~ d1L~~ JOB N0.`3g-ZEiZ tp. ~."'~_ 4p 1112011999 13:47 608-785-9330 PAGE 04 . -, , . '. PROJECT DATA Page Z of S This system will serve a Child Care Center with S employees and 1 floor d~•ain 12 infants, 10 2 to 3 year olds not yet "potty trained" and 20 children v1d enough to use the bathroot~ facilities are anticipated. Breakfa9t'~ and-.tench-~ r~i7.l-~be ~'sere~ed Ito ~ 30 cliild~en. Food w~,].I be cereal, sandwiches, oven prepared chicken strips, etc. There will, be no deep fryers or greases so no outside grease interceptor will be installed. There will be a washer~and~dryer in the building for 1 or 2 loads per week of hand and dish towels. No clothes washing is involrred. The amount of water useage is minimal and not considered in sizing. ANTICYpATED ~~ASTEWATER 8 employees at 20 gpd = -------------------------~---- 160 ggd . 1 floor drain at 50 g.pd = --------~-______________..____ 50 gpd 30 children at 24 gpd = ----------------~----------.--- 720 gpd Based on schools w/ meals served at 600 gpd pet' 25 pupils. 600 - 25 = 24 gpd. Total = 930 gpd SE,PTrC TANK 93p + 750 = 1680 gallon miniraur~ capacity required. A 2000 gal precast eon.crete septic tank by Zdieser Concrete Products will be installed. SAIL ABSORPTION ARRA 930 gpd - .8 loading ra~Ge = 1162.5 sq. f.t. required. 4 trenches each 3' wide by 62,5' long orith high Capacity Sidewinder leach chambers by Infiltrator Systems, Inc. will be installed providing 1250 sq ft of absorption area. ' 11/20!1999 13:47 t ._ 608-785-9330 ..lea-r1~Y`Z.= ^~'1~,.';.::10't'-'`a5~:'.:~~...GLt r 1 I i, nnJ J t T?:~ c,~t~,s.. tom., ~- ....1"'t'W wl `Z~ s~71 c....'s?"~ t~ ~; ~ l7 ~ ~«.J4-5 M PAGE 05 ' 11/20!1999 13:47 608-785-9330 . ,., P~A-N v t~.....~,..._ t~ p s Gtr, : ; ._.. . 4 ~ ~ ~+ C F~v1 9 W G , ~/v ~' /Pr s~,p~ sum c ~'*n.-rc P Z~5' 3' ~` PAGE 06 t] rc~ ~._....L,~.._...U1=. 5 v -^, d a ~+ r -_ L pw6 _„J7 o~s~t~v~O+J o v`1'~~- ~ 66X j I ~ a a~ a J .~ r l 3' 4I 3' 6' -~ 3~ 6Z.S' ---- - - -tJ~::_ :.a ~L O~ y~'Va.+-~s J. y ~p'D. O -~1X!~:~!5is5.5 =-P?~Pi~`~i?~~-:.`:'~':':o~ - er~~ u ~, ouL~'ti., ...LL"hel4-..._..C-k~~L.~C''~'..-~r.,..,,....,_,_ ... 4....~~' ~_ .. .. .....--- ........._. 11/20/1999 13:47 '` c. ` , ~= . •s ~~ ~_ ~~ C . ~~ ~•. u~ c~ .~~ ~M ~~ ~C ~~ ~E ~~ e~ f ~~ ~~ ~5 ~. ~i a~ s ~~ ~. ~~ •" ~s i a $~ 3 r c s w rH b 608-785-9330 . } . d Q ~ { F N C1 o ~ m m ~' ~ ~ e ~ m C ® a b ~d ~ N ~ n j ~ ~ ~/mj G~s ~ ~ 7 ..r7 , 1 ~n ,~ i ~ ul °f q z ~ a ~~ ~ n • o~ m a m a -r- C/a C!1 Y •.• ~ ~ a x ~ r cs x _ ~ ~ ~~ G, ~ R!J ~ m ~ ~ X ~ .~ ~ H CTI ~[ ~ w ~ • • • ~ Z 0 '~ C ~~~ ~~ C. ~ ~~~Q~ ^ ~D ~ ~ ~ ~ C ~~~m " a a-v~ ~ ~ _ ~ NI ~ C ~ N ~ ,~ ~ ~D "' ~ Oa -~ `G s ~ _ ~C ~'~ ( D ~ Q ~ ~p C!, y CD °s ~ ~ ~~ ~ ~ ~~3~ . c ~ •~ e ^: ; ~" ~~.~~'. '~ e~ h a L~]1 s PAGE 07 invert 11'---~- ~_ ~ ~,I~ ~ ~}~~ M iy ~ ~ ~1f ~' ~~~ '' w } ~ ~~Z n- ~ ~ti .,, n ~ (( ~{ ~!' :a C 7 ~:~ ' 11!20!1999 13:47 608-785-9330 > . Attach aitnplete alts plan on paper trot less tn~n B 1/2 z t t Inches In aiLS, Plan must u,Un{y 'iracluilA, but not Ilmfted t4: vertical asnq itiolfzone>AI referenc® point (BM), dlr&ctlvn and ` perc6nt slope, Coale or dimensions, north arrow, mnd locatlbn and dlstence t0 nearest road. pare®I I ID. S ~ ~'r ra s "~ PAGE 08 APPLICANT INFOFtMATipN -Freese print a111nfolmatlon_ i~e~iewed by t7atu Parsonr+l brrarma' va r mBy used for secondary ~}xgpoled Law, s. 1$.Q4 !?) (m)y, Properly Owner 5`'f~~P`i ~ ~ •~ ~ 1N ~, - Prapsny Locailon C.Otf~ -~ I •~ GOVt. Lct h£ tl~ St~t%4,3 ~,~ T 7.~ ,N,R ~ ~ 'T"'~::~' Prop4rtyr Owner's Mauling Address Let # Block# SulSd. Name br C8M# CnY 3tata Zlp CodQ Phon® Nu-hber [] City ^ Vlllag® ® Town Na$r4st Road ~~'-~~w4~cq, M~1 55a$Z td>5'f ~~I~p•i~'a~ ~~c~ 5a ~ I Srt't-b ~+a. New Construction Uaa., [a Raaldsnttat /Number of bedrooms ,^.,,_. Adtlitiun t0 exlaHng building ^ Raplaeemern ~ Public Or enmmerci8l- Descrtb®; -~~s,.r,1 ~.c.ri p _Q .a ~ R._ Code derived daily flaw , ppd Recommend®d design lo&d;ng rata ~_bed, gpdJfi2 •' ~ trench, gpdNt~ Abearptlpn area required ~_bedl itg „~ trench, ft a Maximum design IoadlnQ fate ~~ ~ best. 9polft~! .~tronohl ged/it` fieeommended Infiltration auAaes elevstlonle) _ ~ 6r~.r,~ d `ft jas rofetred t3 slte plan benchmark) Additional destgnlaite consitl®r>;tYlons Parent nlatarlal ~ c] ~ ~ 5 h ~~ tt . tz~_,~..~ 4 S ~ ~ ~ rn~A ~ Flood plain eleva~ort,11 applicable ~ ~ft vcnwvinlwim nlwunu rn•~arounarre$sure RI`Vr7Ce iS SSerltfnFtrl HOid1r1 lank s ~ suita3ble rot sysaan yyam~,,,, Y 9 U ~ Unsuitable for system ~] $ ~ U ~3 ^ U (~ S [~ U L~{S Q U ^ 9 ~' U (~ S ~ t1 1111 I 11 ~~ •./RIll~lf~~ ~If~~ I~.~r~rwly SOIL DESL`pIDT1AN RFDt~f:1T Boring # ,,~~ °'i.; ~t~ around elev. oe~th ro ftmltln,~ factor 7~~in_ Bo~itlg # i~y Y:'.S x ~~ ~.3 • ~ix,~a:r';f ia,xa: x .~ Ground 14V. hr et. Depth m limiting factor iv~k~, ~~ csT tVama (please print} 1 1, r, r~ e. S ~ la.-~ S G ~ .~._..- Telephone No. 2~lt,-2ysy Y~~ ~ ~~ C5T Number z,a ~ ~s~ Horizon papth t7ominant GatAr Mettles ~ Texture 3tluoturo consistence Boundary Rgots GPD~;t2 fn. Munaell Qu, Sx. Cont. polar Gr. S~. Sh, Bed .Trend ~ °`~ ~~ ~~' L - ~ ~ a 2msb~ i~ ~ ~~ ~~'~ 15 ~ I G I ~ ~~ s ~,.._... t `t ~ . ~ y 3~'t*5 ~' f ~. ~i. ~: S 2. t~1 S b I,' t~1 ~ r .. C ~j -' ' , ~ - ~ ~y ~- ~ ~~~,~ G 1 ~ Cpl! ~~,.1%~ ~ r~ 1~ ~ ~~ R€fmarlcs: I b• 1 o r ~ ~~. ~ g ~ ~ ~*~'~ iii ~' W ~.. , 5 I , ~ ^•• Y 1 f 4 ~ )pp rPIV ~~ ~,s s ~ ~ ..i , f~ ~ ~ra~~ ~' rr15 v-5 mv~~ ~~ c~ 4 - ~ S ~ .~ a S 7 r R91TI$rkS; E01t8 3Jt/d NOS'"13N bV~l Y08~9bZ9tL Etr:0t 666tlLZ/0L -- 11/20/1999 13:47 608-785-9330 1~/~7I1999 7,0:43 715~~i6?801 r <~ ., agcpsarv owivaR ' PARCf=~. LD.~ ficring # ;~r"~w"rte .t ~..~ ~~~~;`-~ Ground elev. g$..`~.aft~ Depth ro limiting Factor ~in. SOM NELSI7N SOIL DESCRIPTION REPORT PAGE 09 PAGE= FJ3/03 Pag6 of HorizoA bepth •n. bomir~ant Color Muns~ell Mattle9 4u. Sx. Cont. Color ~'exture 5lnrcture Gr, 9t. 5h. Consfarlstt~ t3oundary Routs 2 Bed . Trench ~ ~ -{~ r 4 --~ 5~~ 2~S~i^~ ~~~ cs t ~ ,5 ~ ,G 3 w~ 3 ~, S Y S/~ -- ~ 5 ~ rti S u 1f'- v~r c s - ,7 :. ~ ~rr1 .S r SG 5 ~ "' ~ ' 7 Remarks: '~"'"-"'-""' - ;3orirlg # Grour-d 9IBV. !Q r~tt. ^Apth to limiting FiCtOi 7~in, Boring ~ ~~~ 5+ c~-a}no elev. ~~~. Iirniting fentor ~~1pln. Boring # Ground elev. ~,_,_ft. 1 Z ~9 q~15 ~~ e 3 z -~ r S ` _ s, ~ St l z.MSbk 2nsbk r ~w C'+,J es Z 1~ 5, , ~' ' ~ 3 153 7S r S ~ -- Is ~r~sb~' ~r CS - ,~ ., (, 3~f-~r# , s ~ C ~ - '1 ~FS s,~x~ ~r CS - ~ S ' , G Remarks; Madzon Depth in. Oomdnant Color Munset{ AAottles ~Qu, BX~ Coat Color ~.exturp 9tructur® dr. Sz. Sh. Constatanoa BounCary Picots D Bs~d , Tranah (` ~, S t r S .- ~, ~ 661 ~r ~ r ~ ' , 4 s~ r~ ~ ~ ~ 1~5 ~ < Er ~- ~ ~~ 7o-i~ -9,s s ~ ~ - ; Depth tD pmitlng latter _!n. Remarks: Remarks: ' 11!20!1999 13:47 ~~ , N 608-785-9330 1432 120i° STRECT, NEV1% RICHMOND, WTSCC~IS'Cl`~T 7lS-?A6-a4is Trnn Nelso~i c~a s~ T~e~ ~7~a~.-.~~a s~r~~ s~«nt3 *t~kit*!•!ty ~-lrar*!#!!frlt7~R~R#Rst~7t~MnMiei+~ss~M*kti:sr!!~!r Wrlit~R~Ik* `'0~ a2 ~~ ~1 Int ~~U (~ ~,. q ~3 ~ 10 ~ ~ ~I ~.g Q ~~ 1Ut~,5b GS ~~,to ~r~ ~ St~ltE 1" •~ y0' HM t.'~'o p ~f ~ ~• e v c (~ ~ p ~ ^~1 e~ 1 p 0 HIND c~coKn~Stir~'~Ce, ~~L~orrier e1e~ 1pl-SS ~3R13 ~royn ~ s~,r~cce n~ ~p} GoRhkR t~l.J 60 f Z8 3Jb+d N05-13N Wpl PAGE 10 .. ~'am Nelson q~~ 5 t08L9bL9tt EC~et 666itLZfet 1112011999 14:01 608-785-9330 '•, ~~ P. 0 ~~ ~ 'Z eY ~ cK a ~I a s ~~ 'a~~a ~~~ ~~ ~ OS~ M ~z~~ ~ir \^ ~ d f s.a+~~ ~xua a,,a~,b ~ _. ~ t~ ~,~ ~ ,J ~: a- ~ '4 ~ _ .'7 N ~ N' r0 r ~ '~ ~ '~ , ~ ~ _ ' O J ~ ~ 1 , S I.e $~ •`•• 9' ~~ ;'• ~~ . ~" . ~~ . r ~ ~ , + , H d~ ~~r ~~~ :,; ~. ~ u; d j. A~ ~~'I 1 i.i b' ~ ~I N~~~ ~~vJ ~~09 ' ,~ ~~~~~ . ~~ 1i ~ 1 Y 1(1 ~~a~~J. on wr J N~~ rr~~ 3~ ~ I ~ $~ y~ 1 ~ ~ ~ pvz, ~~d I ~ ~. o~ ~ ~ w ~a 3 ~ a ++ I Q PAGE 01/01 I -"°~~°"~""" """"""°a SOiL AND SITE EVALUATION • Division of Satety and Buildings Bureau of Integrated Services in accordance with s. ILH , ,, is Adm Attach complete site plan on paper not {ess than 8 fit x 11 inches in size. PI ~uSt, ~,~ ir-clude, but not jimited to: vertical and horizontal reference point ~BMj, dir io?*~nd t~ "`°' percent slope, scale or dimensions, north arrow, and 4ocation and distance o`-~~aresi road. ~ ~ ` APPL{CANT tNFORMATlON -Please print a!1 informatia ~ ~~~ ` {~ s r Personal information you provide maybe used for secondary purposes (Privacy taw, s. 1) (rn) ~UN7'1 Property Owner ~ _ ~ Location Code Page ~ of byil./` `, Date irlLzls 1!4 S'{,~il4,S ~,~ T `~,~' ,N,R ~ ~ ,WW~ . '-r _..~ ~ ....... .. ..........y rww cos .. -.. ~{{ Lot # . ~: -$ubd. Name,,}or C5M# p t ~.) r~, i~=;::.,~ ~,: ~r/ST~~.t} ~J ~ ~ ~~-~ '1 Qti.£titie~s 1~tc.k City State Zip Code Phone Number ^ City ^ Village ~ Town Nearest Road New Construction Use: ^ Residential /Number of bedrooms Addition to existing building ^ Replacement ~ Public or commercial -Describe: ~y,, y t• Code derived daily Bow „ra• gpd Recommended design loading rate ~ ~ bed, gpd/tie r ~ ^trench, gpolft2 Absorption area required bad, ft2 C~ trench, tt~ Wtaximum design loading rate ' ~ bed, 9Pdfft~ ~ ~°' trench, gpd/ft~ Recommended infiltration surface elevation(s) i ~ , Cj tt (as referred to site plan benchmark) Additiana{ dr=sign/site considerations Parent material ~ c~ ~ i- ~ s t --~ ~.----. ~,lsn.~-~--~ ~~°t ~ ~~s~ r.5t _____, Flood plain elevation, if applicable -- ~ft S Boilable for system Conventional Mound !n-Ground Pressure Grade System in F{N Holding Tank U ~ Unsuitable for system S ^ u ~ s ^ u [ S ^ U s ^ u ^ s ~ ~ ^ s ~ v Boring # Ground elev. ~~},~-ft, Depttr to limiting factor ~_1in. t3orirtg # ~.. Ground elev. ~'~ft. limiting factor 7.L~_in- Remarks: CST Name {Please PriritJ 1 h t1~ t"` fo. S ~1 ~-~ ~ fr r~ Address `~ ~ ~ ! ~ C ~; ~ `~-~ SOIL C?ESCRIPTION REPORT Horizon Depth in Dominant Color M Mottles Textitre Structure wnsistence Boundary Roots GpDlft2 . unsell Qu. Sz. Cant. Color Gr. Sz. Sh. Bed ,Trench t7- °'~ ' I s ' t ~ I J 3 ..) Li t ~ t "+ , ~ o t~ S V t~' 1 ir` , Lo' Remarks: 9`~~~ ~h'~' `~ 1R-- C O l~ C-s ~ ~- ~, b (~, ~ ~~i2 AT INS 11'-~I.LQrT10~ ~ l~ S' i ti r- ~ =t ~ ' S 3 ' 2 ~1 S ~ ~' 'C~ ~r `~ C. ~ l~ . `~ . Go p 1 ~ f ~ t ~ f sl dp ^-. r'...a ~ dgi.. rY i i .t ~~~ ~"~ ~e~ ~ C ~ .7 _` j • ~ 'jJ ~* 3 q , Signature "' ~,, ' ~F'~ ,,r Telephone No. ~- i"` ~ ~Y Date ~ CST Number '~ PROP~RT1f OWtJER PAl~C~l.,f.t),>t BOri11~ #~ Ground elev. ~,`~Oft: Depth to limiting factor `f~Ci in. Boring # ~~ r Ground elev. jU~.__ft. Depth m limiting fiactor /y'"-~~11n- Boring # ~-r m1.A T%a. Ground elev.. ~~~ tt. Depth t6 rrmlting factor 7-~in. Baring # :: Ground elev. ft. Depit~ to limiting factor SOff. DESCRfPT10N REPORT Page of Horizon Depth in Dominant Coior MunseA Mottles Q S Texture Structure Consistence Boundary Roots 2 . u. z. Cont. Coior Q r. S z. h . S Bed ,Trench ^p 1 v C {} y () + ~ _ y Z ~ n t ~, r ~ ~, .~ 5 , ~ ~ r~ SE~~c` ~ ~ r` ~S (~ , ~ ~ ~ ~ '~ ~ ~~ # + _ Remarks: 2 S q-~ ~ ~, ~ ~~ r .~ ~ ~ ~~{ z~~~~} ~~- • e.s t~ ~ ~`~ ~;;. p ~ +p ) :e . d { a ~~ .A }~ ~ ~ ... 1 ~ yt. $ ) "3 i.''~ r s'~ s'~ ~ .'~~ ..... ~ ~ ~ . ! dr r~ ,, ~i~p {q ~~ 8~ ~ Remarks: Horizon Depth Dominant Cofer Mottles Texture Structure Consistence Boundar Roots P ~ in. Munseif ~G?u. Sa. t:ont Color Gr. Sz. Sh. y Bed Tr e nch ~yy {L' ~ „ ~ ~ l 6R4 F~.. r f P I E,f i F ,f... I~~` 7 `..~. YES ~ { ~ ~ ~ ~ + ` + J Remarks: r--. Retrtarks: ' SBD-833U (R. 07196) At<aC~'t Complete cite plan vn paper +1ot less than 8 'l!2 x 1 t inches in $ize. Plan must County inctudr#, but net limited to: vertical and hr)riz+~ntal reference point (BM}, direr#ion anrt ~ ~ ~r ~ I `~ taerCeftt slope, 8cate br dimensions, north arrow, and focatian and distance to neareet rcad_ +,.,.,.,,, , ~ ,; ~- APJaLIGANT INFOFlMATIpN -Please print a1i information. ~ieviewed by pat, Ferscnai m grlnation yoU y ~uaed fqr ~eCflndary purposes (Drive w, s. 15.04 (1l (m!). Prnp9rty Owner ~t~+''I-' i~~ ~ ~'`~ L~~~ ~ tov ~. Property location ~~ ~ ~.OY1 t~-~ ~ _ GOVt~ Lat ~~, iJ4 ~~}ti4,S'„~,`"~ T .l,-{ 'N R Property Qwner'g Whiting Address Lot # Biockrf Subd. Name or CSM# -l l' I .. ~? ~1 ~ ~a'~•.; ~~, lsJf.~ ~fLl! ~~ ~ ~ ~y(t~ ~ 4k~ 1h~.a, i_~r~~+C G~tY1_ !! { State Zip Code Phone Number ^ City ^ Village ~ Town Neare9t Road ~'F~ 1 ~ W G.f ~. a&,,. !'rl ~ .~ S 0 ~ ~ (~ G } ~$ ~(~ - ~ ~"~~ "a 1-~k, u~• 5 a a~ _ I ~ `1' t~ l ~.. N®w Construction Use:, (~ Residsntial J Number pf bedrooms __. Adtlition to existing building ^ ~epiaeement ~ Public or cammarcis(-Describe; ~~)~ i / "+- Code derived deify flow R ;Jh gpd Recommgndetl design loading rate ~E1sd, gpd/ft2! ~_~_trench, gpdffh" Absarptlon area required ~_bed, fit~_a '~' trench, ft2 a „ ~y /~ tvtaximurn design loading rate _. r ~ bed, gpd/ft-~ trench, gndJft` Recommended Infiltration surface elevations} 'L a~ + ~ t'~ ~ ft (as referred td stte p1&n benchmark) AdditionaE designlsi#e clonsfderaCi4ns ~ n Parent material t rJ ~ ~ S. -- - 1~ G~ S~ ~ f~~ ~ Flood plain e(evaiion, if applicable-. • r^~ ft 5 c Suitebie for system Lonvantfonal Mounty U = Unsuitable for system S ~] U ~S ^ U 5011 QESCRI Boring # Horizon Depth dominant Color Mr~ttles • ,.,3.:rrw~a in Muns ti Q S In-Crourxi Fr~ssure AT~Grade {~ S ~ U ~+'S ^ U PTIGN REPORT Structure Texture Cransis#anc System in Filf ^ S ~' U e boundary Roots Holding Tank (^ S ~ U GPD/fC' ,u , o-~j. . e u. z. Cont. Color Gr. Sx. Sh. Bed .Trench °a Q~i~~~.~~P~k I ~ •,~ ~~ ~, ~ ~ a law y ~: ~, .., ~ t~ .. G S ' ` _ + S + ~ Ground elev. ~ ~~ ~ i"' f~ f, 5 "' "" ~ ~ , P'1 ~ C ~G~ ~ Gt ~" i. ~ --- u deft. p ~~,~ r.~d~~ ~ ~'l. ~' ~ ~,~ >~ 5 ~ I,' cY1 ~ ~ ~' C ~ -~ , 5 ~ , Depth to ~ ~. ~~ ~~ ~r ~ °" ~ ~ 5 " t"~'r ~ ~~ ~ ~ limiting factor Borinn # ;:;, . c.~:e; <~ ,: ~' eF qg °I a: ;~ l..u; ' ~xrs:s-,~m~ ~.a:,.gg: ~.~:,,".B Ground ~lev. ~~,:.~s~„it. Depth ix? limiting ; factor j .L,~.in. remarks: CET Namg (please Prlrrt} Signature.. ~~,.,..~-~~- ys' 'telephone Np. f } }.~ o t`"` ~- S ~ ~q_..S S ~ r1 ~,........'rt-...~-~-'""ri' -~,'~` ~ l~ {, ''~ ~,J .~ `f Address 1 t t ~ `~. ~ ~.. ~ ~ h ~"~ ~~ ~ ° ~r ~~,~~, ts~ ~ Date r CST Number £@/Z@ 3Jt7d NOS~3N 4401 t@$Z9bZ5TL 6b ~0t 6661/LZ1@L ~temarks: ST CROIX COUNTY " ' `~ `' ~ ~ SEPTIC TANK MAINTENANCE AGREEMENT . AND ' OWNERSHIP CERTIFICATION FORM OwnerBuyer ~P~Y1,Yl ~ -~- 1C~-2~n.-F- (~ nr~ ~ Mailing Address Property Address `7 3 a ~ z3 (Verification required from Plann~``ing Department for new /nzo -I n7 SrF-o0©6 ~``~~~~- City/State ~u ds ~ ~ . t"f s Parcel Identification Number ~~ -~ /roZp..~o ~'~ ~voo LEGAL DESCRIPTION / Otc~-t o7 X03 - oot~ Property Location N ~ '/4, -S W '/~, Sec. a 7 , T a.9 N-R. / ~ W, Town of ~~d ~so n Subdivision ~X'%~ t-'o~ ~- (3 J s ~~,~.~ss Par-1C ,Lot # a ~ Certified Survey Map # ,Volume .Page # Warranty Deed # l3~ ~'~ ,Volume ~`'~ ~a ,Page # ~~ ~ Spec house ^ yes j~.no Lot lines identifiable dyes ^ 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 caa affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on-site wastewaterdisposal 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 Office within 30 days of the three year e1 iration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described abo , by virtue of a warranty deed recorded in Register of Deeds Office. l l / 1 y `~ SIGNATURE OF APPLICANT DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** ~ K a ~.~ ~,- ~ ~-,' ~ tr ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed ~~ a, von 1470PAGE S02 STATE BAR OF WISCONSIN FORM 2 -1998 613 S 09 DocuateatNumber 'WARRAI~TTYDEED kEGISTER O ' DEEDS F This Deed, made between C_ P'T LAC a WL~ronsin Limited ST. CRDIX CD. , WI Liability Coraoration RECEIl+EO FOR RECORD Grantor, conveys and warrants to Kent T. rarlahl and D I+ - canna 11'15-1999 10:00 AN Lindahl husband and wife ~pR~T D~ EXEMRT Y , Grantee, CERT COPT FEE: Grantor, for a valuable consideration, conveys and warrants to Grantee COPT FEEL TRANSFER FEE: 169.00 ttte following described real estate in St, Croix County, State of Wiswnsin (The REDIN6 FEE: 10.60 .~.~t,ty"), RtxordlnR Area Name and Rearn Address First National Bank New Richmond 020.10TS4-000, p20.10757-0I]((10, 0?A-10763.0000 Parcel Identification Number (PtN) This ~ homestead propetty Lot 23, Plat of Exit 4 Business Pazk, St. Croix County, Wisconsin. Exceptions to warranties: Easements, restrictions and rights-of-way of record, if any. Dazed this ~ r7''~ day of November, 1999. s AUTHENTICATION Signature(s) authenticated this day of November, 1999. • Krisdna Ogland TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stars.) THIS INSTRUMENT WAS DRAFTED BY Attorney Kristine Ogltand Hudson, WI 54016 (Signatures may be authenticated or acknowledged. Both are not necessary.) C.P.T., LLC, a Wisconsin Limited Liability Corporation Iu ,D'4` '7~t~--- x ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. ~o~ C r o ~ r County ) Personally came before me this~*day of November L994, the above tamed C.P.T.. LLC- a Wisconsin Limited Li~ility Catboration By It's to me known to be the person(s) who executed the foregoing instrument and acknowledge the same. ~~~ ~a ~ ~~ ~hecc ~- wet ~ nl'La,Y Notary Public, State of Wisconsin ,. M Commission is pue d~ y permanent. (If not;,atate ex tton e: 1~c~rr__ 1 ~ CGI.) _. 7~ ~ ~" v v r ~ .~..>~c. Lv~ . • CJ _'i'',ct 1'KE... "Names of persona signing in any capacity should be typed or printed hclow their signatures WARRANTY DEED STATE BAR OF W6CONSBr FORM I'IO.3 - 199a INFORMATION PROfES310NAL3 COMPANY FOND W UC, WI BOD855.20ttt r ~ ~y 9~~ , ~., ~, / / ~ ~, ~; 2 C. S. M. ~~ ~% ~ _.~c. z7zs Gov 94 & 95 x•50'37"E 688.09' PK NAIL FOUND CHECKS N1l4 WITH WITNESS SEC1 MONUMENTS DF RECORD >. . u~ Wll4 CORNER $ N SECTION 27 o a N89.57'08"E H N89'~ 2616.13' ~ 26C EAST -WEST 1/4 LINE LOT > _C. S_14f i~0~._ 6 _PIG. 1726 s o fh O ~.y O .~-, ° H 229.70_ 229.70' ._ _z _ ~ J ... i lo'~ ° ~. PROPDSE~ c ~ CERTIFIED SURVEY MAP y o°~ ° C N °z LOT 22 o ~ S8 •50'37"E 341,58' w 2.236 ACRES ~ 33' 33' LOT 29 ~ 97,417 SQ. FT. 3 308,58' 2.236 ACRES o t ~ -1 3.0 97,414 SQ. FT. c c o ~ . -+ 0 °o o ri Z LOT ~23 N H r' 0 ACRES h 3 ~ N 65,3 FT. ..: IN ~""'~ M O h ~ ~~ o RM WATER RETENTION AREA ~ 998.81' ~ ~ ~ o° a 308,58' ~`' 229.70' ~ 229.70' ~ J ~ y 230.59' 50'24" E 1302.74' ~°.' ~ 192.86r - u~i 102.23' T. 92,23' 10' 10' 10' o -- lo' N ~~ LOT 16 ~ LOT 15 w 1.500 ACRES ° 2.000 ACRES 65,341 SQ. FT. 87,120 SQ. FT. c o° o° z 0 0 I I W of 0 O O O Z 21~.9s'!-~ q ~ 3~ ~ o I 10' o° ~° ~ N ° ° ~ w ~ ~ ~ LOT 14 ~N ~ o ° I 1.500 ACRES I ~ °o 65,342 S0, FT, ~ I z w 4. 6~ 33' 33 53' ~, _~ ~ 11 r 1 r_18 2 .?!!. h¢ " I ~~` o ~ o , ~ ~ ~~ ~ ~ ~~ ~~ ~~ a ~ ., i 1 ~ ~ ~~ ~~~ Aga ~o~~~ ~ ~ ~ '~ ~~ ~~~ ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~. ~ o^~~~ c ~ ~ a r Is ~ ~ ~ ~ ~ ~' ~ ~ ~ ~ 1 ~ z H ~0 a~ ~~ • - a ~~ ,~ ~~ ~~~~~~~ ~f8 ~~ ~_~ ~ , ,~ . Z - -~- -- ~, ~'~ ~ ~ I~ ~ I } ~ ~~?~ ~~ I~~~i ~1 ,~g ~i~ ~~ y ~~ ~~ ~~ ~----- .~ ~. ---;~ M~ ~< ;C ~~ .~ ~~ ~ ~ A > ~' s ~'. ~: ~ N 0 8~ L ,~ fi ~~ b ~ ~~ ___. .._....~..---......_.. Q ~ ~ 4 -r-1 -- N t ~ ~ ~` t ~. N -~ ~ w i"`~ ~ ~ Q .~:~.~~- Z~Z~ w 0 m; G ff ~~ .~ o~ m R~ Q '111 p ~~ ~o ~~ l~n ~~~ ~ ~~ r ~~ o „ a~ ~~' ~~ ~ ~n ~~ ~ I ,__ ~ I ~ o I ~ g ~ i ~i ~' i 1 ~ ~- ~' ~i N ~. ~ ~ F ~ ~ e V'. ~ c~ nl o 0 1 1 1 ~ ~~-~TL3.1'LN (~''~ ~-- ~ 3 RT 3' X. (~ Oo ~,~~~ ~~ ~ ~~,,; n r ~ j ~; i' ~~ ~ ~• 2.S' ~!~ '~~, ,~' , s°~ ~1~0 t/~ N ~' oZ rz~ ~~ '~c ~~ cm ,r i i ` i '~f ~' m ~6 `~ '~