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HomeMy WebLinkAbout231-1047-70-085 0 r 0 J M _ \ @ � + 7\ 7 7 0 ° C& e m S Q . / } E \ a . \ / % C CD \ E 9 § § 7 2 2 � k\ k A / e E F E $ E & A 2 � ■ � ® § % a _ \ e § a = g � E C \ i3 CD (D k (D § ° C ! Z 0 0 0 -- ( % § % / < (0 0 CO) ca - \ § ) { m f % \ 2 � o > >o � — Z \ £ 2 2 z m \ / z . £ R 2 e ¥ � to T m b w E § q \ I 0 \( ® � k � \ � ƒ � 7 R $ � @ � t ' > � # � 2 � £ I # 0 o ) J \ � � 4 o � # Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix � Safety and BLilding Division INSPECTION REPORT Sanitary Permit No: 430564 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information ou provide may be used for seconds I y p y secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: X City Village Township Parcel Tax No: Holten, Damon I City of Glenwood 231 - 1047 -70 -085 CST BM Elev: Insp. BM Elev: BM Descri Section/T I own/Range/Map No: /00. c;-�r ��1°�CC rt r��raP) r% T - Pc, -;-r 27.30.15.754R TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark` z8u fO2.ty /00-6 "o Dosing ,_ _ -- - _ Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic - , Dt Bottom ? j L Dosing _ — - + Header /Man. - - Aeration _ _ Dist. Pipe 5 4. -f -/ w 3 -4 V 94 . Holding - Bot. System -- - °� Q�f 75 / av Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover <' GPM Model Number t. TDH Lift Friction Loss System Head_ TDH �Ft a.s k�_ : J 4 3 ILI ' 6 Forcemain Length Dia. ist. to well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenche� PIT DIMENSIONS No. Of Pits Insi a Dia. Liquid Depth DIMENSIONS L �� SY SETBACK SYSTEM TO P/L BLDG WELL ^ ' LAKE /STREAM LEACHING Man cturer: INFORMATION CHAMBER O Type Of System: / - / T -� �� , / K / UNIT Model Number: c. i DISTRIBUTION SYSTEM Header /Manifold Distribution I x Hole Size x Hole Spacing Vent to Air Intake Length Dia jPipe ength Dia t Spacing � l L -` 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 / j Topsoil : d , ] No -, C �.� Yes Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: S /__C_/ t ` Inspection #2: n , L � � lC,,�i r.t �: . �: r.c✓ Location: 111 Windmill Way Glenwood City, WI 54013 (SE 114 SE 1/4 27 T30N R1 5W) Glenwoo Meadows Lot 18 Parcel No: 27.30.15.7548 - ?tow M G K - �f1 c� o� �c� t ✓ I7(G�/�.t °'r 1.) Alt BM Description -ci `'u.(c O r� ,,,, ^�t .. -- '�' --• SG ! L i...it,�� � � 4! 70l � tva.- Jb-t� r 2.) Bldg sewer length = ('j C1 cis co n5r�rr. c - amount of cover= �{ j,� (. r � N fQ ✓L+ Pr it- T� tVeo KC pV+C tAL-A - -� t_ Oct - r 944 - - -- - Plan revision Required? Yes Use other side for additional informatio Date Insepctor's Siggnature Cert. No. SBO -6710 (R.3197) S L,� ; 1 c . L' Jr / I i go Safety and Buildings Division County r „ w „ 201 W. Washin ton Ave. P. Rox 7169 V AV ' Ma son, � Sanitary Permit Number to be ed in b Co. Department of Commerce (608l�tV Gv 3ps(p� ( y ) Sanitary Permit Appli atiW 18 2003 State Plan I.D. Number oo - mss.. 0. In accord with Comm 83.21, Wis. Adm. Code, personal it ormation you provide may be used for secondary purposes Privacy La s 15. ) CV. C COUNTY Project Addre differ than mailing address) l! W ,uu M�l.l I..ipplication information — Please Print All Information WA k G- I,fN�a 61TK w► 54 Property Owner's Name Parcel # Lot # Block # / Property Owner's Mailing Address Property Location 7 3 ' /., '' /4, Section �_� City, state * Cod eP hone Number II. Type of Building (check all that apply) An T N; R,�E `Eo or amilyDwelling— Number ofBedro � ivision Name CSMNumber YubliclCommercial — Describe Use State Owned — Describe Use �e a2c ❑VillageeP eamshi III. Type of Permit: (Check only one box on line A. Complete line B if applicable) 23 1 — — o tSS A. System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System 13. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner TV. Type of POWTS System: Check all that appl ❑ Non — Pressurized In- Ground ❑ Mound ? 24 in. of suitable soi ;KMrid < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland El Pressurized In- Ground 11 Holding Tank Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design. Flow (gpd) Design Soil Application 0 te(gpdsf) Dispersal Area Re ir�ed�(sfZ Dispersal C!Prefab - f o f) System Elevation VI. Tank Info Capacity in Total Number Manufacturer Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber `�� �� VII. Responsibility Statement- I, the undersigned, assume responss ility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumbe ' igna MP/MPRS Number Business Phone Number Plumber's Address ( et, City, State, Z tp o e) � V f IIL Coun /De artment LWOnly Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuin gent Signature (No Stamps) Surcharge Fee) ❑Owner Given Reason for Denial IX. Conditions of Approval/Reasons for Disapproval / SYSTEM OWNER: 3� �$e c ( a t0_ 1 Septic tank, effluent filter and dispersal cell must all he serviced i malntalnsd I �",",• t 2. All setback ` as per management plan provided by plumber. xa�ooC S requirements must be maintained as per applicable code /ordinances. S! t S o �S' c Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD- 398 - (� 01/03 U • / � , S V ` / r { 3 0 .. - - � °�'"•'� � h \� b, T 12-V - 1 1 o T 1 1 .�., � e � � � � �T. a.�.. �.. e e Jl �'�"O� �l y S� —S� •Z�. -.S' w Y � CR b R-) Lo `s.�t 1�,.c� �'►���; "� a ,. - h it C+1 K�tT' tae s e�G I y PRIVATE SEWAGE: SYSTEM Conditionally Ar rK0 V IVISION OF SAFETY AND BU6I Dw5 co SEE CORRESPONuFEr CE_ ��_ 3 0� g R r Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TD #: (608) 264 -8777 erc iscons n www www.comm .wis c ons .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary November 11, 2003 CUST ID No.225094 ATTN: Rod MICHAEL P ROGERS ZONING OFFICE ROGERS PLUMBING ST CROIX COUNTY N4563 320TH ST 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/11/2005 Identification Numbers Transaction ID No. 940003 SITE: Site ID No. 668127 Damon Holter Please refer to both identification numbers, Glenwood Meadows L above, in all correspondence with the agency, City of Glenwood City St Croix County SE1 /4, SE1 /4, S27, T30N, R15W Lot: 18 Csm 3051, Subdivision: Glenwood Meadows FOR: a! Description: New 3BR Mound Object Type: POWT System Regulated Object ID No.: 929926 t w The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Cojt IO 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. The following conditions shall be met during construction or installation and prior to occupancy or use: FE i�' Q" CC)& A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. + In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 R Balance Due $ 0.00 Dennis R Sorenson Wastewater Specialist , Integrated Services WiSMART code: 7633 (608)785 -9336 , dsorenson@commerce.state.wi.us } Damon Holter - Mound Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD- 10691 -P (01 /O1) Pressure Distribution, SBD - 10706 -P (O1 /O1) Location: Lot 18, Glenwood Meadows, CSM 3051, v 11, p 3051 SE 1/4, SE 1/4, Sec. 27, T 30 N, R 15 W City: Glenwood City County: St. Croix SEWAGE SYSTEM Date: November 10, 2003 , to ally Owner: Damon Holter I. Address: 1723 11th Ave. Baldwin, WI 54002 lay A BUILDINGS Plumber: Mike Rogers�� PONDFNCE Signature: License # MP 2250867 q o0c -, Attachments: 6748 -Plan Approval Application SBD -8330 NOTE: Mound site & 15' downslope "Do- Not - Disturb" zone MUST be staked off from construction activities prior to ANY site work for residence. page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management RECEIVED page I of 8 OCT 2 9 2003 SAFETY & BLOGS DIV. I Design Criteria Residential Wastewater Contaminant Load: 30 mg/L < BOD < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L Bedrooms x 100 al/bedroom/da x 1.5 gallons /day hydraulic load g Y Design Calculations In situ designed loading rate 0,4t gallons /sq. ft. per day Depth to estimated high ground water '• Z 7 in. Depth to bedrock in. Cross slope at system oi % w &, v Force main length (�S� ft. of Z in. Manifold/header length b ft. of Z in. Drain -back � t • s j gallons Lateral length 3 @ 4-7..o ft. of �� in. Lateral elevation Ct `t• It ft. @ bottom of lateral i' Lateral hole size VI. in. @ 4t•o in. ft.) Spacing 3 holes /lateral 3 9 holes total Lateral volume gallons Total lateral discharge rate ��' gallons /minute @ �' ft. head Network pressure compensation losses ° ' } ft. Elevation difference 3 a ft. Friction loss ° •g g ft. @ 16 gallons /minute Total dynamic head `} 43 ft. Pump /siphon 44• gpm @ Z ft, of head f Manufacturer Q-l� °•� Model # t Dose volume gallons Lift/siphon tank � r a►a,. � - �-� ��-� 6 v-n gallons P Septic tank gallons Effluent filter Measurement pump on and off 5 • ° in. Height alarm from tank bottom \ 6 . O in. Reserve capacity 33S } gallons r Y g specsxalcsses i 2 ' Page of 8 •• p el M O V A.y � �p a 'e CM tie 0 �! oCJv u.<n 1 b uc�G- d'V � 0.$•i) G....� �� iUK�t +tom 1`LA(/ J(\ .-� �•�'.Ota��JnCB 1- LY Jv s 4 q4 kjJ - -- - r tivlS 132 514 `L 8i4 Ij Q QAJ �5`r, 377 J. S T'1!. .! Q. ova 0. Y 3 �.� � b s 2.19 5� 2' 1 ok i i i r i O T •o� Tx- O, 4� La`�U� PvC o le S�rv��:o�, .,.a1`S io b��•�o.. o� toc.�c �� Z, P VC - � T I I I l 1 �i V h M � � [ � �� / T��• 4A� � I Ly. yy �..0 Ci K� � 1r dLii �a' 1 ���-4t } mil w / VAlvt I7 OV K %J SL + QvL tt...�• 40 Q ,-% 2�- 0 0 p CIL- z `J WEAT �oQcE �fZlw HERPROOF LO.0 KI NG Il R ,TL N cT 10 N l<JA/t►N /NG f �BEI . D C.OV GvIcK v c --1 q� b /1 7 I L mmmjr r f 1 4 4° PIPE 3' fip NoISTua4D w SOIL. 24 I.D. �I C 40 �• pWQOVLO SKET 3i W,4 BAFFLE, AL 13' o�c EC.TIOKS w � - w wv o I L lei • � Ira Ow I Pu8Lp CO AlC.RFTc Lw BLOCK I '.' 5EPTiC. t _ SPECIFIGATIOIJ DOSE YAu..S MALIUFACTUR. CR: QUMEER OF 004ES: tO PEK C ) ;.. TAWK SIZE: k ' ti two GALLOWS DOSE VOLUME c� g S J X � c ids INCLUDING OACKFLOW: ALARM MAx4UFACTURCR: /wkOOCL WUIhDER: 1 e 1 1-� `� CAPACITIES.' A= WCHCS OK 3 ;S :.A OwITCH TYPE: ti . wlb Z B e IuCHC S OR A_, PUMP ?' A►JUFACTURCR: - 4--oeA 5 'o $3•g _ C •�,... OH GA.....,�: MODEL IJUMBER: � 1m SWITCH TdPE: V " WOTE: PUMP AWD ALARM ARC TO bC MIWIMUM DISCHARGE RATE � ' g GPM INSTALLED OW SEPARATC ClK( -- -- 13.z VERTICAL DIFFCRCIJCC CETWEEW PUMP OFF AUD 01-STRIDUTIOW PIPE.. FELT + MI►JIMLIM WCTWO SUPPLY PRE SSLIK . . . . . . 2 '� FCCT 4 + l ag FEET OF FORCC MAIN X 1 _ F iooFCFRICTIOU FACTOR. O " t FEET z b TOTAL OtIQkMIC, HEAD = l�'�3 FE.Er • N4" { I►JTERWA�. DIMLW510WC OF TAWK: LE•WGTN ;f ;WIDTH .;LIQUID DL PT H S, r TOTAL DYNAMIC HEA6 /CAPACITY HEAD CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING MODEL 152/153 w w MODEL 152 153 50 Feet Meters Gcl, Liters Gal. Liters 153 5 t.5 69 261 1 77 291 12 40 152 10 3.1 61 231 70 265 r) t5 4.6 53 201 61 231 a _ 20 6.1 44 167 52 197 30 a 8 25 7.6 34 129 42 1 59 o 30 9.1 23 87 33 1 a 20 35 10.7 -- -- 22 85 40 12.2 -- ± -- ' 1 4 4- 10 � Lock Vcive: _ 38.0 Ft, (1 1.64 0 Ft `' 3 rr 014508 0 20 40 60 80 100 GALLONS LITERS 80 160 240 320 5 1' a 0 27132- -1..-- -�_..4 5/8— FLOW PER MINUTE s CONSULT FACTORY FOR SPECIAL APPLICATIONS e • Timed dosing p anels available. e gp O® • Electrical alternators, for duplex systems, are available and supplied with J `' 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 Qwik -Box available for'outdoor installations. See FM1420. • Over 130 °F. (54 °C.) special quotation required. - 1521153 Series _ 1521153 MODELS Control Selection Mod Volts-Ph Mode Amps Sim lex Duplex III ^_ N152 115 1 Non 8.5 1 2 or 3 BN 152 115 1 Auto 8.5 Included 2 or 3 E 1 52 2 1 Non 4.3 1 2 or 3 — SK2064 B 152 230 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153' 11 15 _ 1 Auto 10.5 Included 2or3 SELECTION GUIDE E153 230 1 Non 5.3 1 1 2 or 3 r BE 153 ! 230 1 Auto 5.3 Included 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FMO477. A CAUTION 2. See FM0712 for correct model of Electrical Alternator E -Pak. All installation of controls, protection devices and wiring should be done by a qualified 3, variable level control switch 10 - 0225 used as a control activator, specify duplex (3) 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). or (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 Louisville, KY 40256 -0347 Manufacturers of. . L O SHIP TO: 3649 Cane Run Road Louisville, KY 40211.1961 p plldLlrr PUMPS : / /Www.Zoeller.com PL (SO2J 778. X(50 774.3 -PUMP htt P FA (SO2J 774. © Copyright 2000 Zoeller Co. All rights reserved. �I s System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Rogers Plumbing, 715- 235 -1132, or the St. Croix County Zoning Office, 715- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. Note: Mound site and 15' downslope "Do- Not - Disturb" zone MUST be staked off from construction activities prior to ANY site work. for residence. I . If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water - saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 1 1. if construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area. 11. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and /or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8of8 MOEN�,! I�E�E1 ED 1898 Wisconsin Department of Commerce SOIL EVALUATION R POI i 0 7 2003 Page i of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Cod Certified Soil Testing Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must Co q"� I I N G OFFICE ix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. Sr Please print all information. Ls t — i o 4-4 _ � ^ (D Rev' wed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). N pV , / �Jr 2to Property Owner Property Location Holter, Damon Govt. Lot SE 1/4 SE 19 S 27 T 30 N R 15 W Property Owner's Mailing Addres Lot # I Block # I Subd. Name or CSM# 1723 11 th Ave. 18 CSM 3051, V 11, P 3051, Glenwood M. City State Zip Code Phone Number jib City LA Village , Town Nearest Road Baldwin WI 1 54002 1 715 - 688 -2229 Glenwood City Glenwood Meadows t/ New Construction Use: J8 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe Parent material loess over limestone Flood plain elevation, if applicable NA General comments and recommendations: install 10'x 450' rock cell mound on 96.8 contour as downslope edge of rock w/ 1' sand fill on upslope edge of rock Boring # Boring ' Pit Ground Surface elev. 95.5 ft. Depth to limiting factor 25 in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft° in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -5 10YR 3/2 - sil 3 m gr mvfr gs 1f /m .5 .8 2 5 - 12 10YR 3/2 - sit 2 f sbk mvfr cs 1 m .5 .8 3 12 - 7.5YR 4/4 - sit 2 f sbk dh cs 1m .5 .8 4 16 -25 10YR 3/3 - sicl 2 f sbk dh gs 1m .4 .6 5 25332 10YR 3/3 f2d 7.5YR 4/6 sicl 0 m dvh cs - 0 0 6 32+ LSBR Boring # _j Boring " Pit Ground Surface elev. 96.8 ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -7 10YR 3/2 - sit 3 m gr mvfr gw 1Urn .5 .8 2 7 -11 10YR 3/2 - sit 2 f sbk dsh cs lm .5 .8 3 11 -20 7.5YR 4/4 - sil 2 f sbk dh cs 1m .5 .8 4 20 -25 10YR 3/3 - sicl 2 f sbk dh gs 1 m .4 .6 5 25.44 10YR 3/3 f2d 7� 5YR 4/6 sicl 0 m dvh cs - 0 0 6 44+ LSBR f2d 7.5YR 5/3 redox features below 38" Effluent #1 = BOD 30 < 220 mg/ and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS _< 30 mgL' CST Name (Please Print) Signatu CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 9/23/2003 715- 233 -0398 Property Owner Holter, Damon Parcel ID # Page 2 of 3 3] Boring # Boring j(d Pit Ground Surface elev. 96.8 ft. Depth to limiting factor 29 ---I Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -4 10YR 3/2 _ sil 3 m gr mvfr gs 1f /m .5 .8 2 4 -26 10YR 3/3 _ sil 2 f -m sbk dsh cw 1 m .5 .8 3 26 -29 7.5YR 4/4 _ sil 2 f sbk dh cs 1 m .5 .8 4 29 -39 10YR 3/3 f2d 7.5YR 4/6,5/3 sicl 2 f sbk dh gs 1 m ! .4 .6 5 39+ LSBR t horizon 4 has occasional fs inclusions ❑ Boring # Boring ;j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIfV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 i F-1 Boring # _j Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD 130 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07/00) Certified Soil Testing Property Owner Holter, Damon Parcel ID # Page 2 of 3 a Boring # Boring Pit Ground Surface elev. 96.8 ft. Depth to limiting factor 29 ---i Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots = in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 1 0 - 4 10YR 3/2 _ sil 3 m gr mvfr gs 1f /m .5 .8 2 4 - 26 10YR 3/3 _ sil 2 f - m sbk dsh cw 1 m .5 .8 3 26 -29 7.5YR 4/4 _ sil 2 f sbk dh cs 1m .5 .8 4 29 -39 10YR 3/3 f2d 7.5YR 4/6,5/3 sicl 2 f sbk dh gs 1 m .4 .6 5 39+ LSBR horizon 4 has occasional fs inclusions F-1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtftl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # `��'' Boring ; I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots = in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 'Eff#2 Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ` Effluent #2 = BOD < 30 m /L and TSS < 30 m /L 5 _ g _ mg /L Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) Certified Soil Testing i 1 ✓ °� O v� 1 �s 1 It-N - l o t 1 1 a► v 0 7 �j lz►\ o�. �... O e cX ,o 'IaY 1 \ S4G qq 3� 9 �XQ.va x S a 2 O I Q _ —C9 6. 9.) s 1•..x.9 } t�I-Q � 35� CX T'K ZZZ'i?4 Private On -Site Wastewater Treatment System (POWTS) Index and Title Sheet Owner: U A 07 aw w / Project Name and System Type: Location: � /� ��•en i.,� /1 /P�� << _ _ Street Address 5 5Z7 �? 7, Legal Description Township /County Contents: Page 1: Page 2: Page 3: F Page 4: Page 5: Page 6: Page 7: Page S: Page 9: Attachments: Plumber/Designer: zyz Si - Credential Number• Date• POWTS OWNER'S MANUAL MANAGEMENT PLAN � +' : INF47KIVIATION SYSTEM SPECIFICATIONS owlier Septic Tank Capacity ga l ❑ NA Perfuit # 570 Septic Tank Manufacturer ❑ NA D.,, SJIGN PAR_&1Vi[ETEM Effluent Filter Manufacturer ❑ NA Number of Bedrooms I00gpd/bedroom ❑ NA Effluent Filter Model ❑ NA Number of Commercial Units NA Pump Tank Capacity e2 gal ❑ NA Estimated flow (average)* o gal/day Pump Tank Manufacturer g ❑ NA Design flow (peak), estimated x 1.5* gallday Pump Manufacturer / / El NA Soil Application Rate Ada Pump Model c3 NA g y W Pretreatment Unit p NA Lifluent/Eflluent Quality (NAp) Monthly Average ** p Sand/Gravel Filter ❑ Peat Filter Fats. Oil & Grease (FOG) < 30 mg/L ❑ Mechanical Aeration ❑ Wetland - Biochemical Oxygen Demand (BODs) � 220 m ❑Disinfection [I Other: Total Suspended Solids (TSS) g" Manufacturer: Model: _< 250 mg/L Dispersal Cell(s) 1'retreatetl Eftuent Quality Q Monthly Average * ** ❑ In-ground (gravity) (pressurized) < Biochemical Oxygen Demand (BODs) 30 mg/L ❑ At -grade ound Total Suspended Solids (TSS) Fecal Conform (geometric mean) 5 30 mg/L ❑ Drip -line er: <10 + cfu/100ml ❑ Leaching Chamber Manufacturer Maximum Effluent Particle Size 1/8 inch diameter Model Approval Stipulation *Wastewater Flow Verification on and calculations: Soil Application Ra d/fe Area Req. � (Outer than bedroom based) Absorption Area Cre ' e t ft Minimum Numb Chambers ❑ Aggregate Design Flow/Loading Rate= ft min * * Values typical for domestic (non - commercial wastewater Materials: all materials must comply with WI Adm. Code and septic tank effluent. COMM84 and be installed per manufacturers specifications ** *Values typical for pretreated wastewater. and approval letters. I DESIGN CRITERIA C3 "Wisconsin At -grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.a1.1990) © "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 C3 "Design of Pressure Distribution Networks for Septic Tank -Soil Absorption Systems" Publications 9.6 C3 "Design of Conventional Soil Absorption Trenches and Beds ". R.J. Otis - ASAE Publications 5 -77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems ". EPA 625/1 - 80 - 012 October 1980 Cl SBD 10570 -P (8.6/99) - At-Grade Component Manual Using Pressure Distribution" 0 SBD - 10567. -P (8.6/99) "In Ground Absorption Component Manual" Cl SBD - 10705 -P (N.01/01) "In Ground Soil Absorption Component Manual" Version 2.0 C3 SBD - 10628 -P (N.6199) "Recirculating Sand Filter System Component Manual" a SBD -- 10656 -F (N.6199) "Split Bed Recirculating Sand Filter System Component Manual" Cl SBD_ - 10572 -P (86/99) "Mound Component Manual' SBD 10691-P (N.01101) "Mound Component Manual" Version 2.0 © SBD - `10595 -P (86/99) "Single Pass Sand Filter Component Manual" Cl SBD 10657-P (8.6199) "Drip -line Effluent Disposal Component Manual" Ci SBD 10573, -P (R 6/99) "Pressure Distribution Component Manual" ❑ SBD - 10706 -P (N.01 101) "Pressure Distribution Component Manual" Version 2.0 Q Drip -line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE AND MANAGEMENT 1 MONITORING SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ❑ months R year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one -third (1/3) of tank volume Inspect; dispersal eell(s) At least once every ❑ months (M<year(s) (Maximum 3 yrs.) Ginn effluent filter At least once every ❑ months co- year(s) Inspect pump, pump controls & alarm At least once every ❑ months ajyear(s) p NA Flush laterals{ and pressure test At least once every 7 ❑ months eaQyear(s) ❑ NA Valves At least once every .❑ months ❑ year(s) 4M Other; At least once every ❑ months _ p years) NA Page of START UP For now 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 and/or damage the dispersal ccll(s). If high 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. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation of water- saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non - biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. ❑ Valves Valves shall be operated in the following manner: Alarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is: normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back -up of sewage into the dwelling or surfacing. INFECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). /tic Tanks Component Tank inspections must include a visual inspection of the tank 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 backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one -third (1/3) 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 NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. C�ump Chamber/Treatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. ❑ In- Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page 2 of 3 �nd, At- Grade, In- Ground Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending draulic failure necessitating ore frequent . S y t monitorin g q g The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be.done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONWNT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative 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 Servicing Operator. After um in all tanks an p p g, a pits shal be excavated and removed or their covers removed and the void 'space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement 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 lines and wells. Failure to protect the replacement area will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need 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 area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may installed as a last resort to replace the failed POWTS. ound and at- grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative Surface. Reconstructions of such systems must compl y p y with the rules in effect at that tune. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER f POWTS MAINTAINER Name pA l Phone - -�l $'. 2 3 S // 3 2— LPhone SEPTAGE SERVICING OPERATOR {Pumper) LOCAL REGULATORY AUTHORITY Name Agency ceo /K o N I Aj Phone Phone K:IWPDATM1EMPOWTS OWNER'S MANUAL.doc 2 Pa e of J g J ST CROI - \ COUNTY SEPTIC TANK Malt i PEUk DICE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Ovvner/Buyer A tr!') D �i-- Mailing Address f 7 v � q � Lvi�t/ � �moo� � Proparcy Address 1 I y W N �M l L L fl wWot C rr'� W1 5 q bl 3 0 ('Verification required from PIanning Department for new construction) ll i}'�St�te (9� a � Parcel Identification Number _ 'Z 31 - loaf 1 -085 LEG AI. DESCRIPTION PropeM Location S' ' /:, 5 C '/4, Sec, o Z, T 3oN -R /S W, Town of Subdivision / � Q 194,C , Lot # _ Certified Survey Map # Volume Page # 3 dS/ Warraaty Deed # 1 y S �� a Volume , Page # Spey; house ❑ yesfsa Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a 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 mastq journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposa I system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. i I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards sct forth, herein, asset 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 with6!1_ 30 days of the three year expiration date. SIG OF APPL DATE ONN ER CERTIFI I (we) certify that all statements on this form are tale to the best of my (our) lmowledge. I (we) am (are) the oxvuer(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. / I g/ SIGNATURE OF PLICANT DATE *'* *fig` Any information that is mis- represented may result in rho sanitary permit being revoked by the Zoning Department. * * * * *T ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is trade in the warranty deed U 2951P 27'i ' 745970 STATE BAR OF WISCONSIN FORM 2 - 1998 KATHLEEN N. MALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX Co., MI Document Number !I, RECEIVED FOR RECORD 11/06/2003 11:30AN This Deed, made between Secluded Land Company, L a WARRANTY DEED Wisctnsin limited liability company EXEMPT i I' REC FEE: 13,00 and Damon M. Holter A Heather M. Bolter Husband and ntor, TRANS FEE; 86,40 ii Wife as Surir vors p arita roperty (WI Residents) CCPFEEFEE: PAGES: 2 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following li described real estate In St. Croix County, State of Wisconsin: !j Recording Area See attached Addendum A for legal description and Name and Return Address protective covenants. Secluded Land Company, LLC P.O. Box 10 DeSoto, WI 54624; 231- 1047 -70 -085 I' Parcel Identification Number (PIN) This is not homestead property. (is not) This is non — marital property for James W. Smith. Grantor hereby transfers all interests in minerals, if any, it may have in the subject property. I Municipal and zoning ordinances, any recorded easements, recorded j Exceptions to warranties: building and use restrictions and covenants, general taxes levied inl� the year of closing, and any liens or encumbrances created by the j. .I Grantee. I ' 26th Se I' I'. Dated this day of S eptember 2003 p Seclude Land (SEAL) (SEAL) , by: I� James W. Smith, Sole Managing Me mber I (SEAL) (SEAL) I AUTHENTICATION ACKNOWLEDGMENT !„ Signature(s) James W. Smith State of Wisconsin, ss. i nn, County. } authenticated this 041 day of '2003 Personally came before me this day of j . the above named �i John P. Ebben, Attorney TITLE: MEMBER STATE BAR OF WISCONSIN to ii (If not, me known to be the person who executed the foregoing il authorized by §706.06, Wis. Stats.) instrument and acknowledge the same. i' THIS INSTRUMENT WAS DRAFTED BY Attorney John P. Ebben Notary Public, State of Wisconsin My commission Is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not ) j necessary) SDB 3/& ' Names of person signing in any capacity must be typed or printed below their signature. WARRANTY DEED (B) sM # 1 B L.S. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. Inc. FORM No. 2 - 1999 M,I —.kee, wins. i� _ U 2451P 275 _ ADDENDUM A LEGAL DESCRIPTION GLENWOOD MEADOWS (Lot 18) Lo of Certified Surve Ma P 3051 r rded at t e St. Croix County Register of Deeds on January 30, 1996 ir �V°Iume 11 f Certified Surve Ma s um t . 90 Said lot being located in part of the Southwest % of the southeast' /,, an pa o the Southeast'% o outh st%, Section 27, Township 30 North, Range 15 West, City of Glenwood City, St. Croix County, Wisconsin. Subject to and together with non - exclusive rights of ingress and egress over and across the Private Road as more fully depicted on the following Certified Survey Maps: Certified Survey Map No. 3047, in Volume 11, at Page 3047; Certified Survey Map No. 3048, in Volume 11, at Page 3048; Certified Survey Map No. 3049, in Volume 11, at Page 3049; Certified Survey Map No. 3050, in Volume 11, at Page 3050; Certified Survey Map No. 3051, in Volume 11, at Page 3051; Certified Survey Map No. 3052, in Volume 11, at Page 3052; Certified Survey Map No. 4368, in Volume 16, at Page 4368. This conveyance is made along with and subject to the Glenwood Meadows of St. Croix County Protective Covenants and Maintenance Association Declaration as recorded on February 14, 1996, in Volume 1161, Pages 544 -554 as Document No. 539566. Subject to a 10' wide utility easement over and across the herein conveyed lot, said easement being parallel with and abutting the Private Road adjoining said lot. PROTECTIVE COVENANTS 1. The Grantees, for themselves, their heirs and assigns, agree that no motile homes or unattended campers or buses shall be placed upon the premises herein conveyed. Campers are not permitted unless attended within a 48 hour period. "Mobile homes" includes any and all trailers or structures previously licensed or tilled for road use; and trailers or structures with wheels and/or axles attached at any time, including all trailers and structures commonly known as "mobile homes ", whether placed on a foundation or not. 2. The Grantees, for themselves, their heirs and assigns, shall not permit unregistered or abandoned vehicles, trash or junk to remain on said premises. 3. All structures shall have exterior finish, clapboard siding, shingles, masonry, or equal quality finish. There is to be no tar paper, tar shingles or tar paper siding allowed. 4. All structures erected shall be promptly and expeditiously completed on their exterior, including paint or stain, on any exterior surface above the foundation within 6 months after construction is commenced. 5. Any primary residential structure must have a minimum of 1,000 square feet of living space. 6. Should any improvements on the premises be damaged by casualty, or become unsightly through wear and tear, the same will be promptly razed, or restored to a neat exterior appearance in line with the building requirements above set forth. 7. The land is restricted against commercial timbering and commercialization. 8. No advertising signs of any nature, including "For Sale" signs, shall be placed upon the premises. 9. The foregoing protective covenants may be superseded by previously recorded more restrictive covenants or by local and county zoning regulations. 10. The foregoing protective covenants shall run with the land and shall be binding on the grantees, their heirs, successors and assigns. (B)GM#18(119Z1) 3.84 Acres PC -2C (UF) ► r ' 1 7 FORM NO. 985 -A V • • ghsom— CID Stock No. 26273 rr ���� 6 ► t t CERTIFIED SURVEY MAP NO 3051 sL Crobc VOL UME 11 , PAGE 30 51 c„ N PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4, HE SOUTHEAST 1%4, AND 1 PART OF THE SOUTHEAST / 4 OF SECTION 27, TOWNSHIP 30 NORTH, RANGE 15 WEST, CITY OF GLENWOOD CITY, ST. CROIX COUNTY, WISCONSIN LEGEND SCALE:1 " =300' Q5 r V IR �T CORNER LINE TABLE 0 . 150 306 600' • SET, 314"X24" MAR WEIGHING 1,502 Les. L I NE LINE LINE OWN PER LINEAL FOOT. NO. BEARING LENGTH AMERICAN INVESTMENT CO. 1673 13 1/2 AVE. HWY 8 E. P.O-BOX 99 L 1 S . 01 ' 04 ' 18' W . 100.00, BARRON," 54812 L2 N.88�55 100, 00, DRAFTED BY L3 S.01 04'1 8 W. 34.00 L4 N.88 32.48'` M CLARK 5 G 0 W�� \ i * L:L DON � i \ � E, 11" Lm W SV L4-SE LA SEC. 27 ` \NWM LVE ff SE 1/4-SE 1 SEC. 27 0 Lau Ld in N Ln w &j Z � � LOT 17 , 240,533 SO, FT. H j w w Ss (5 52 *ACRES) 8 L , N m Sj, t» 227,772 SO. FT. {p N 01 i I it v a0 �� �' (5.23*ACRES) - R \Woo Pi ZW a ur a �� LOT 15 �a s •'�~ (3 84tACRES) m m 215,193 SQ. FT. 16!,470 SQ. FT. (4.90ACRES) ` SAS- N (3.71*ACRES) - R \W W I 4� 180,746 SQ. FT. T. � 4 ti I (4.15*ACRES)- R \Wq�o %169, 68 1 SQ. FT. O'69 .;! 00.00, JI r N • I v (3.90 ACRES N 8 30 02 y I •° e a 128,380 SQ. FT. n ZI S 87'42'48' V 2 (2.953ACRES) -R \W f h~ :31 = 355.19' 7 ' L4 Z 8 .07 ti I TH OF R \V VARIE J, y 972.03, N 88 W 813.14' SOUTH 1/4 CORNER N 88 V 2622.24' SOUTHEAST CORNER SEC.27, T30K R15W SEC.27, T30K R15V ST. CROIX CO. MONU UNPLATTED LANDS ST. CROIX CO. M i CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE, W154751 (715) 235 -9081 PAGE OF 4 1a.00 P ' FORM NO. 985-A �..� ' � FlC 1il�ar Stock No. 26273 CERTIFIED SURVEY MAP NO 3051 VOLUME 11 , PAGE 305 PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4, AND PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, SECTION 27, TOWNSHIP 30 NORTH, RANGE 15 WEST, CITY OF GLENWOOD CITY, ST. CROIX COUNTY, WISCONSIN SURVEYOR'S CERTIFICATE: I, DONALD M. CLARK, WISCONSIN REGISTERED LAND SURVEYOR, HEREBY CERTIFY: THAT I HAVE SURVEYED, DIVIDED AND MAPPED PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 AND PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, SECTION 27, TOWNSHIP 30 NORTH, RANGE 15 WEST, CITY OF GLENWOOD CITY, ST. CROIX COUNTY, WISCONSIN, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE N.88'55'42 "W. 972.03 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING N.88'55'42 "W. 813.14 FEET; THENCE N.18'04'18 "E. 717.51 FEET; THENCE S.56'51'07 "E. 310.00 FEET; THENCE N.40'07'36 "E. 660.29 FEET; THENCE 39.70 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2710.00 FEET, A CENTRAL ANGLE OF 00'50'20 ", AND A 39.70 FOOT CHORD THAT BEARS S.42'15'41 "E.; THENCE S.56'05'51 "W. 33.32 FEET; THENCE 101.51 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2677.00 FEET, A CENTRAL ANGLE OF 02'10'20 ", AND A 101.50 FOOT CHORD THAT BEARS S.40'51'14 "E.; THENCE 349.56 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 376.00 FEET, A CENTRAL ANGLE OF 53'16'04 ", AND A 337.11 FOOT CHORD THAT BEARS S.66'24'06 "E.; THENCE S.12'13'36 "E. 559.39 FEET; THENCE N.83'30'02 "W. 500.00 FEET; THENCE S.25'54'14 "W. 203.34 FEET; THENCE S.01'04'18 "W. 100.00 FEET TO THE POINT OF BEGINNING; CONTAINING 792,868 SQUARE FEET (18.20 ACRES) MORE OR LESS, AND BEING SUBJECT TO EXISTING EASEMENTS. THAT I HAVE MADE SUCH SURVEY, LAND DIVISION AND MAP AT THE DIRECTION OF GERALD WAGNER, FOR AMERICAN INVESTMENT CO., PO BOX 99, BARRON, WI, 54812, OWNER. THAT THIS MAP IS A CORRECT REPRESENTATION OF THE EXTERIOR BOUNDARIES OF THE LAND SURVEYED AND THE SUBDIVISION THEREOF MADE. THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF CHAPTER 236.34 OF THE WISCONSIN STATE STATUTES AND THE SUBDIVISION REGULATIONS OF THE CITY OF GLENWOOD CITY AND THE COUNTY OF ST. CROIX IN SURVEYING, DIVIDING AND MAPPING THE SAME. 000"8480 �,,►c, C 0 IVs DATED THIS f¢ DAY OF 1995. �r"'�� '� DONA M. • S CLAAK DONALD M. CLARK, R.L.S. 1580 8 -1580 MENOMONIE APPROVED OF GLENWOOD CIT M Y ��.• Poe alle- errance Klinger, ay°r CUR DATA TABL ftjFw CURVE LOT RADIUS ARC CENTRAL CHORD CHORD BACK FORE NO. NO. LENGTH LENGTH ANGLE BEARING LENGTH TANGENT TANGENT 1 -2 2710.00' 39.70' 00 S.42 39.70' S.42 S.41 3 -4 2677.00' 101.51' 02 S.40'51 101.50' S.41 S.39 4 -5 376.00' 349.56' 53 S.66'24'06'E. 337.11' S.39 N.86 17 376.00' 215.59' 32'51'10' S.56'11'39'E. 212.65' S.39 S.72'37'14'E. 18 376.00' 133.97' 20 S.82 E. 133.26' S.72 N.87 6 -7 2644.00' 126.11' 02 S.41'08'03'E. 126.10' S.42 S.39'46'04'E. 7 -8 409.00' 327.94' 45 S.62'44'18'E. 319.23' S.39 S.85 17 409.00' 229.57' 32'09'38' S.55 226.57' S.39 S.71 18 409.00' 98.37' 13 S.78'49'07' E. 98,13' S.71'55'42'E. S.85'42'32'E. 8 -9 60.00' 72.85' 69'33'54' S.67 68.46' S.32 N.77 CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE, W154751 (715) 235 -9081 PAGE-.2_OF,�