Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
040-1320-00-012
0 it o ' 0 / � � § ■ ; ' $ f J g � � 0 ƒƒ E o E M ®� 2 �• $ i / § s ; i \ � } ) \ m ( § ® ® a, V N 2 6 2 CD _1 $ § $ ° E E § & / v « R ®. E 0 § $ $ ( CD . m k z § U n CL 0 F3 Q ~ / 8 8 9 c 0 � / -J -4 X 2 0 0 o g r �- = 3 ■ ■ ■ o' k OI Q § a a i 0 ■ CD > � m , / § o 0 C " [\ \® / - OD (D �\ «s � Oro oo,�— / kn MCD k . � • �E; 2CA /i &® [ g . ft 2� &a of m §, ;2 m im§& § {$ 3o >' © m N [ x0 q � �aCL OD su z k E 0 / � a « � g / ; . \ J � \ . § o ( ■ 0 b » ; t cc $ ° ® ■ o 8 CL # ST CROIX CO UNR PLANNING & ZONING ,. February 21, 2008 Ken Ronsberg 1$90 Wooddale Dr. — Ste 800 Woodbury MN 55125 RE: Proposed Pool for Lot 12 of the Plat of Cove Ridge, Town of Troy Dear Mr. Ronsberg: Code Administratii 715- 386 - 4680 In reference to the pool construction plans that you submitted on February 12, 2008, please Land Information &. find the attached ordinance pages that pertain to the permits needed for construction and Planning land disturbance activities. 715- 386- 4674' 4. If you have any further questions, call me at 715- 386 -4680. Real Pity 715 -4677 Sincerely, Ry�cling A 5- 386 -4675 YI- Jim, " .,.; ... Alex Blackburn N St. Croix County Zoning Specialist cc: file Enclosure ... .:: .. .. ::. .. ... ...: .�.: <.. � .. ,::: ., .. ...,. n....., .. .., : h . 1.0 .a,.,.. . "f✓: F.u. ST. CRO /X COUNTY GO UERNMENT CENTER 1101 CARMICHAEL ROAD, HUDSON, W 54016 715386.4686 FAX RZOCO.SA /NT- CRO /X. W!, US W WVV. CO.SAI NT- CROIX. WI. US -- - -------- 2 (z v �CA C Q ut ? t Ac, 2,9 1 I d i y; 7 'O` TOW 945-190 BOWS 8� = X 941A7 1 80 X pro _ - 44 20 Elevation 0) 8 55) .80 I W 941 _ - -_ --------------- - - -'�/ _ -_ `- `\` - -- - -_ -- - m co 177 n N M co v / „ �l2�mmm� y� n y cc co co o ° 0 D rn2w� c ,app, cp _ C1. � Z1 N . N W C , t _ _ CL _ Q m . O p 55gxx ip 7 W A Z �? CL CL Q N N N AA A Q r 0 O O A , N NO ��V N N W 4, , N p 76 v v f�D OD �� a N N N x N fr C CT � � D rn I I w m co ' x r oz = x � o cn m I 1- o9 J F I 99 a13UNI"(3 666 co S � T g m_ "B. 28 o CO) N m CL w C x 00 M ., m 70 g = n n ►v ° m �► bD w x < O O V n O N m C � c N , I �I t 71 NIIZ = 47 LL . LU WIm4 N ❑ Q LU i. - - . 241 225 +nr an _ A f . CIO _ 1 c • 2� 0 7rn it ZI vil IL I DI rr i I WLU I wl s- Z-U LJ ' 1 X L 1:1 CJ { L r IE' J O I t T OW 945-8 U1 to V �Pro 2 44 tion - - e . CL 941. f , -- _ -- ---------- - _ o W o z cli O LJ U X U o LL w U om MO." , . 08' X� (08 Oid pZ LB,Zt+6 — 1 — — Lb L X N M'o cO E ,� f � I(n 1p i{n m" 4. u ax. f �� 1� � • • I� � 31 P L I 0 9 00 7' V Lo rc u s )> :lu ----------- 040 09 sat D ec% fte ell m U 2 P C m 0 N A po j� O - -0 9 ' M 6i 57< tE- LE ZA 7 N HC-� I N t^ - IE PL 4N LEGAL- SOT L' RIL',)OE - : 0 2 SECOND STREET SUITE N 204 �� SON, WI 5-4hb — ,'% CE� -- ioi:- ' X 986 -505 X I's-5 r T -t 'A I- -� -It' 7 717- ti c,1 v 0mmm0 tR c!o o al m N 7 C 11 N 7 p � CA v 'U 47 `_� C O � � -t 00 p o CL n N C C � <�N G c° V U* 0) _ V fA *(_�1WC CL 8 O O gp Q m O OD W 7 OL , l W (Jt Ut 01 O to o v V r M �D (n -4 N O �. o v 3 w n O N NOCv0 C C C C C C cn G<<<< G m O ... N; M N a N N N W w 91 n 8 m O N O( N D �► D 00 m 00 . y tu CD m 74. rr- �o x O m m °o v CL v 0 98 i a13UN1`dao -, 2 O C$) oe+ t�3 (D - a A N O� - X � r A , co o v o CL '0141 00 i f �,. 01 - n X rn `' < CD m RECEIV • • Ilk p � � F i 'l / , v J � J r ! 1 ISO i i�► ` . - rrf - r 1 $ _ JAN -. -.1. y _. ,.. - �•�J.�r Y'� •raw °' ..r���' �� �� _ i rr� - 9£ 1 _ - rte' 7 K I 0 C Ul FO > L -1 RECEIVED rr: JAN 2..9_2008 ST. CRO CO ULMI fro ,y? - 0 ED Ca 00 -!A X -� 1 f r" C4 Ln - - -_. -_- W o ::D N Q LU � U W x U z � m � �� _ + _ 0o i 'Z � 3 ti c x _ LCI �a a G RECEIVED rr �? I C) m I �r JAN 2 9 2008 3. U ST, CROIX COUNTY I VA xf T" MaLml z-J j* ec%( 6,? ao m Q m0 C7 H SRCIX RIDGE GRiVE LE64L; -OT Rll:�&E SECOND STREET 9LbTE 204 j4,;r>--oN W1 5A0W Mk. LICENSE 201;': PH011E 115-386 -5050 -Ax I15-386-I989 unlace &UUW zw by 5— La F— it M 4' MAX RECEIVED a _ lz JAN 2 9 2008 z op .4 V) X, Npy ST. CROI IF= 61 0 M F > > n 0 z 0 z > . H i D I> > m > 69, ;E ....... ... ce lw � '50' SMACK 0 m L vN m RESIDENCE FOR! oAKUBOWICZ ADDRESS: 302 SIRCIx RIDGE DRrVE lt75, IN ENZEN H01' 5 T E FLAN LEGAL. LOT 12 0�)VE RIDGE 502 SECOND STREET, SUITS 204 HUDSON, WI 5AO* "IN. LICEXSE 201; 1- HONE 115-3"-5050 -AX 115-366. -ISSS S T CROIX CO AAA UN"fy PLANNING &. ZONING January 31, 2008 Ken Ronsberg 1890 Wooddale Dr. — Ste 800 Woodbury MN 55125 A RE: Proposed House and Pool for Lot 12 of the Plat of Cove Ridge, Town of Troy : Dear Mr. Ronsberg: Code Administraa 715 - I reviewed the plans you submitted on January 29, 2008 for the construction of a home and pool on lot 12 of the plat of Cove Ridge. The land disturbance associated with this Land Information &0' Plann construction will exceed 10,000 square feet on slopes of 12% to 19.9 %, so a Land Use 715- 386 -4674 f permit will be required. In addition, this proposed house and pool would have to be relocated to prevent disturbance of slopes 25% and greater. Real P rty 715 -4677 Please contact Jenny Shillcox at 715- 386 -4680 with any questions about the land use permit R cLng application. - 386 -4675 Here is the link to that application: http://www.co.saint- croix.wi.us/ Departments / Zoning /PDF /LandUsePermitApplication _122706 pdf If you have any further questions, you may also reach me at 715- 386 -4680. Sincerely, Akx ,g1l�� Alex Blackburn St. Croix County Zoning Specialist cc: Dean & Julie Jakubowicz Bruce Lenzen Jenny Shillcox File %f 5 ST. CROIX COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD, HUDSON W 54016 715386-4686 FAX PZG�CO.SA /NT- CRO /X.WLUS 188W.CO.SAINT- CROIX.W( US ( 6NO cc JUo 5� 7 k-% Z-m t%e- VL LtC� 2 (DO - ..r i ____---- __.__ --------------*r*-- ,;! -- i � l }+- _r_�� _._______�_______.__._ -- - -- _ _.___._- - -___- {', 'l �� '' I _._.. _� -_ -- ___� I� ___ -. �.T_ ___ II' -I �� I -- -- ._..__ _._._._ _r______ .v __._. - - -- E L Gt� L ,klt ILA 'i VJI 1/10 �f Wis =nnain -)apartment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safey and Building Division INSPECTION REPORT Sanitary Permit No: 506204 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Jakubowicz, Dean Troy, Town of 040 - 1320 -00 -012 CST BM Elev: Insp. BM Elev: BM Description: Section /Town /Range /Map No: 2 Ir�k 1 GS ^' 13.28.20.2159 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER • rr CAPACITY STATION BS HI I FS ELEV. Septic - Benchmark ZAd S, Z5 165. Axs Dosing Co �® y Sd0 rB Ct.� 71 Z. 9 7- d . e r ��� g3. D ri► F; u �- G� l � L.r, Holding St /Ht Inlet N- 77 go- SUHt Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet `- Septic 7 26 / (/� 3 6 36 Dt Bottom �/ 15 $g . $� Dosing >Z5 N „ �/- 36 / 3 � I Header /Man. 2 A3. 2-:5 Aeration `� Dist. Pipe _ 7 /a3, is Holding _ Bot. System Final Grade I D /ay, zS PUMP /SIPHON INFORMATION Manufacturer ryel � Demand St mover J � � 7- L '17-05 z GPM kj, p Model Number / 4d ly 1 3' h T. 2! /Od TDti Lift Friction Loss ysttem Head 71 1-1- — C. P 3$ �• g Z. 5 Z. c, t . P. �. ��{ 10� 31. Forcemain Le Z n th Dia. Z r/ Dist. to Well 25 g SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. OfTre has PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 1, 166 1 Q SETBACK SYSTEM TO P/L BLDG , LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of v O�f System: ' L.5 //65 /1 j ) n UNIT Model Number: � ' 1 t n� / V N'� DISTRIBUTION SYSTEM S ao Header /Manifold V Distribution CZ. If / i x Hole Size �� x Hole Spacing / Ve Air Intake / L Pipe(s) / " � tp Length Dia / J Length / da Dia /� Spacing 3 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only e - A Zed Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges ` Topsoil j �4 Yes No NIS„ Yes " ++ No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / Z 5 1 C Inspection #2: / i Location: 302 Cove Ridge Drive Huds 1 54016 (SE 1/4 SE 1;4 13 T28N R20W) Cove R ge _ 12 0 Parcel No: '(3.28.20.2159 1.) Alt BM Description = / 4 0 / w / 2.) Bldg sewer length = 3 b t—• 5 6 v-, f1ii r f - amount of cover = / r0 v A. t, cJ— Plan revision Required'% Yes )� Use other side for additional information. L Date Insepcto s Signa re Cert. No. SBD -6710 (R.3/97) f Safety and Buildings Division County 201 W. Washington A P.O. Box 7162 S G7 0 r�/"- isconsi n Madison,1 1 - 7162 Sanitary Permit Number to be filled in b • . -- (608)266- { s Co ) i _ Department of Commerce 5 8 (a gO Sanitary Permit Application State Plan I D. Number L In accord with Comm 83.21, Wis. Adm. Code, personal information you pmv, 1 3 j may be used for secondary purposes Privacy Law, sl m) L Project Address (if different than mailing address) — � I. Application Information - Please Print All Int'ormat' P 9 0 Z. � EVE G "n vt' /Z� '� � ,4 r � Property Owner's Name ^ y _ L Block A 'C/ 9' �' e, —.lf k 6 a W r Z / ? 4 �UU - cn-o ' Property Owner's Mailing Address CR /X CO roperty ocation % Z 1 f\ State LINTY cLl� '�+,%, Section City, Zip Code Phone Nu clrcl� r -- N; R - F o Al. Type of Building (check all that apply)S 3 Ia� r 2 Farnily Dwelling - Number of Bedrooms Subdivision Name CSM Number ❑ 1'ublicrCotnmercial - Describe Use is k we r ,�: Cf�(�e )Q ❑ State Owned - Describe Use ` J � a w_ ❑City ❑Villa e I* � — q �Er2._ �� _ g cmiownship of 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. xew n S_wsrer ❑ Replacement System ❑ Treatment/Ifolding Tank Replacement Only ❑ Other Modification to Existing System t h. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit 'rTanSfer to Now List Previous Permit Number and Date Issued Before Expiration Plumber Owner i ii Type - of POWTS System: (Check all that apply) �- I-- ❑ Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil A&Uund < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Fitter Constructed Wetland ❑ Pressurized ht- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) r y V. Dispersal/Treatment Area Information: a � � Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Re wired sf Dis ersal Area Pro Proposed s ©o � Z 3 D g 9 {) P P {� System Elevation !_ Z3 0-5 ,per +5. ✓ , V1. Tank ..Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass i i New Existing Tanks Tanks ' Septic or Holding Tank I ! Aerobic Treatment Unit ` ` - -' � Dosing Chamber - `j v . I ! - V.11. Responsibility Statement- I, the undersigned, assuine r for installation of the POWTS shown on the attached plans. Plumber's Name (P ' ) Plu tier's re MP /MPRS Number Business Phone Number InW a _S" 9 SCD - 7 /S 42. 5 - 1 V Plumber's Address (S t, City, State, Zip Code) �Y ..— 7S I �✓llT. ountV /De artment Use Onl 9pproved isappr Sanitary Permit Fee (includes Groundwater Date ssue Ac�_ atur (No amps) Surcharge Fee) 4 iven R - ial lO (JlJ IX. Conditions of Approval/Reasons for Disapproval SY ownttsR )\ 3� C o y 4-i 6 V-5 1 ., 5�- of �_ 1. Septic te'rik,- eMuent finer and �„ �,1� t,�, �ti 2 - , t t dispersal cell must all be services / maintained as per management plan provided by plumber. 2. AN setback requirefients must be maintained as per aWkable code I ordinances. Attach complete plans (to the County only) for the system on p2i5,r of less han 81/z x 11 inches in sin II Goth_ �o �w� t:.o,� �►' � c�lu� � S� t SBD -6398 R.01 /03) d - Col pJ�. ode •a� 5 � � P Als, - / t r.0 6 m , 1 -► -3bc.- y O z o Ctp b 4e_ � pw _� rp 512101 I i 511+ A � xlo4 race I / LaA dVo 1-1 -16 j O 7 Cl p QK o�� t�t S C a�aA—k Safety and Buildings 4003 N KINNEY COULEE RD commerceml.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.w www.coe.wi.gov/s / isconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary November 16, 2006 OUST ID No. 225094 ATTN: POWTS Inspector ZONING OFFICE MICHAEL P ROGERS ST CROIX COUNTY SPIA E4457 HWY 12 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/16/2008 Identification Numbers Transaction ID No. 1341819 SITE: Site ID No. 720535 Jakubowicz Bruce Lenzen Homes Please refer to both identification numbers, South Cove Road above, in all correspondence with the agency. Town of Troy St Croix County SE1 /4, SETA, S13, T28N, R20W Lot: 12, Subdivision: Cove Ridge FOR: Description: Mound / ISD / Four Bedroom / Sloping Site / 2:1 Down Slope Object Type: POWTS Individual Site Design Regulated Object ID No.: 1107615 Maintenance required; 600 GPD Flow rate; 7 in Soil minimum depth to limiting factor from original grade; System: Mound; Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. „! C No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, , t stats. The following conditions shall be met during construction or installation and prior to occupancy or use: p;- , A0, 1AENT 0 GC Reminders , - SEE- COIZRL,Z- PC • This system has been reviewed and approved as an Individual Site Design. The system shall be constructed in accordance with the approved plans and ch. Comm. 83, Wis. Adm. Code. • Lmited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • Maintenance of the vegetative cover on steep slope sites poses a hazard to the maintainer. The methods of maintenance for this site are listed in the owner's manual found on page 8 of this plan. These methods are to be reviewed with the owner. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. ~ MICHAEL P ROGERS Page 2 11/16/2006 • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 300.00 Fee Received $ 300.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday -Friday charlie.bratz @wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726 -2544 Henry F Grote , Certified Soil Testing Jakubowicz, Bruce Lenzen Homes - Mound Construction Materials and Techniques Aaterials must comply with Comm 84 and be installed in accordance with manufacturer's �o s _ ifications. Construction methods must comply with the following Component Manual: N C� LU LU ' CO Pressure Distribution, SBD- 10706 -P (01 /O1) Mound by Individual Site Design Location: Lot 12, Cove Ridge SE '/4, SE '/4, Sec. 13, T 28 N, R 20 W Town: Troy County: St. Croix Date: November 12, 2006 Owner: Jakubowicz — Bruce Lenzen Homes Address: 502 Second Hudson, WI 54016 Plumber: Mike ogers Signature: ,. iy License: MP 225094 CGS Attachments: SBD -10577 -Plan Approval Application SBD -8330 IDENGE � 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 8a: construction addendum page 1 of 8 . Design Criteria Residential Wastewater Contaminant Load: 30 mg/L < BOD < 220 mg/L es Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L } 4' Bedrooms x 100 gal/bedroom/day x 1.5 ( - 9 gallons /day hydraulic load Design Calculations In situ designed loading rate , ��-� gallons /sq. ft. per day Depth to estimated high ground water in. Depth to bedrock in. Cross slope at system % ^- Force main length ��� '2. Iat ft. of in. .� t� 4 Manifold/header length Z ft. of �4 in. o,�a z Drain -back 40 , k 3 gallons Lateral length 4- @ S - 0 .0 ft. of 4 in. Lateral elevation 3 o ft. @ bottom of lateral Lateral hole size _ 16 in. @ o in. ( 4 0 ft.) Spacing l 3 holes /lateral holes total Lateral volume Z g gallons Total lateral discharge rate gallons /minute @ 2 S ft. head Network pressure compensation losses 0' ft. Elevation difference l CL ft. Friction loss C ,I Z - ft. @ I S / gallons /minute Total dynamic head Ice , S� ft. Pump /si*n 4' gpm @ ft. of head Manufacturer Model # Dose volume gallons Lift/sipfion tank gallons Septic tank gallons Effluent filter - Measurement pump on and off in. Height alarm from tank bottom ° in. Reserve capacity gallons specs.calcs.res Page 2 - of 5? • ti.��'L w 1 �vvX ' r ec� `• t� ZS� l n 4.� ovt �..�.�►..Q c�vw ..s1 "'f Q.�av 2 CL Ol t .. . . . . . . . . LO *-t CA _ �; �_pvQM 0- - at - C-� .1 7 T 340 3 0.E i . i X23,4` �1 1 1 2•� T�o••c QwV�g oy Y -ec.�� b O'. 4° �- a � � `8` � � c. o `e S 4 -�r v �'�: o � ... a1` � +-o `o • �' � o ... v � r o c. k � ,�tare`S \ � I a Pvc 4o�•.. oos kk I I � v r. • 4 � , b"'. � M v a. .,�l, y� 'Y • i�: w �X.( �[ lam'', �. chi. Q - I're 4 � w/ V r`vL �D6 B♦ S� KiV�.1f... 4 &A G. �..� cJ��� �G 0 t ' 1 O �+. \ (\ �+ a. ( � 4 w k tV I-� 0% TA' At— i WE PaooF ,TUN (T I O N LCCK1Na COVER 6c �uG 4wICK o��ca,wcT --� c,� Kct 1 'q„ 12, 4�0 FIgIr 3' n� ogm k ttio►STuR6ED u1, \Soles 24`' %.U, MA►+uOLE Y E KT i�as r . "LLP "20",.c A 2ca 11 Nat A" nv�- CASKET VOWr6 I RU. PIP"6 J�.. AL 4 (� n t>•c>r.snxa (�Q►tH E C.T 10 Kb u►/ � l u-p F Oct PtAp CoA . BcoCK SEPTIC E 1 SpECIFICATIOKJS 00 5 C W M 1L�1r TAWKS MAIJU FACT URCR: WMBER OF DOSES: Z PER DAB TAWK SIZE: GALl.01JS DO$C VOLUME ALARh1 MAUUFACTURER: S� F1a��r INCLUDING OACKFLOW: �12'�C1' CAL�.OIJS MODEL NUMDCR: k \4,j CAPACITIES: A= 2,q,0 WCNES oR 4b } � GaALL0ws SWITCH TtIPL: www "�1 ?` iL•2 g a I►JCHcs OR C.ALLOus PUMP - \AlJUFACTURCR: °ilQ'`' C• -41 IULHES OR I � Z '�¢ C,AL�.0Q5 MODEL WUMDEK, 0a 9 • 0 INCHES OR i C,A1.:ous 5WITCH TYPE WOTE: PUMP AWD ALARM ARE TO 8C MINIMUM DISCMAR(�C RATC � GPM OW SEPARATE CIRCUITS VERTICAL DIFFEFElJCC BETW[CIJ PUMP OFF AJO 013TRI&UTIOW PIPE.. FELT + AIQIMUM NETWORK SUPPLY PKj6$URE 2 '� FCCT� O'er + �' / FEET OF FORCC MAIIJ X �'S � FY ,00 FxFRICTIOW FACTOR. FEET i — TOTAL OtiWAMIC HEAD = '�� FEET ((J� IQTER1.lAL, DIMEW61OW6 OF TANK: LE �ZiZu �� 9 ` • T` NGTH �- �- �.�;WIDTH LIQUID DEPTH uF g • •V) W HEAD CAPACITY CURVE TOTAL DYNAMIC HEAD/CAPACITY e y MODELS "140/4140" AND M DEWATERINC J 7/e s 1/4 4 5/8 Ft. Meters Gal. Ltrs. t a 45 5 1.52 91 344 J 7/8 10 3.05 84 318 + 12 40 15 4.57 75 286 20 6.10 68 257 1 1/2 - II 1/2 NPT 1 40,41 40 35 25 7.62 59 223 10 30 9.14 49 185 30 35 10.67 38 144 9 40 12.19 21 79 25 o ,-- 45 13.72 5 19 12 5/8 6 20 Lock Valvc 46• u 4 5/16 o t5 I J 4 SK1524A 10 2 e• e . 5 3 7/8 � 6 l/a • 4 5/8 0 U.S. GALLONS 10 20 30 40 50 60 70 80 90 100 110 0 } 7/8 LITERS p 80 160 240 320 400 0 FLOW PER MINUTE + 010904 0 1 112 - 11 I12 NPT CONSULT FACTORY FOR SPECIAL APPLICATIONS Electrical alternators, for duplex systems, are available and supplied with an alarm. 2 5/8 • Mechanical alternators, for duplex systems, are available with orwithout alarms. • Control alarm systems are available for 1 phase pumps used in simplex 4 5/16 system. See FM0732. 1 SK15246 Variable level control switches are available for controlling single phase systems. Double piggyback variable level float switches are available for variable level long cycle controls. SELECTION GUIDE • Sealed Qwik - Box available for outdoor installations. See FM1420, 1. Single piggyback variable level float switch or double piggyback variable level float • Over 1307. (54 °C.) special quotation required, switch. Refer to FMO477. • Refer to FM0806 for 200° F, applications. 2. Mechanical alternator M -Pak 10 -0072 or 10 -0075. 3. See FM0712 for correct model of Electrical Altemator E - Pak. 4. Variable level control switch 10.0225 used as a control activator, specify duplex (3) 140 Series • 53 lbs. 4140 Series - 73 lbs, or (4) float system. 140/4140"' MODELS Control Selection Model Model Volts-Ph Mode Am Sim lex Du lex N140 N4140 115 1 Non 15.0 1 or 1& 5 2 or 3& 4 E140 E4140 230 1 Non 7.5 1 or 1& 5 2 or 3& 4 BN140 BN4140 115 1 Non 15.5 or &5 2or3 &4 n CAUTION BE 140 BE4140 230 1 Non 7.5 1 or 1 8 5 2 Or 3 & 4 All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN �. 8 For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 Louisviiie, KY 40256.0347 Manufacturers of. . F SHIP T0: 3649 Cane Run Road 0 ouisville, KY 40211.1961 QLOZ17 Y P UA,1 -S S NCE lff http: / /www.zoellercom PUMP !O, f�2) 778. 2731.1(800) 928 - PUMP . FAX (502) 774.3624 0 Copyright 1999 Zoeller Co. All rights reserved. � 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 dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. 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 drain 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 dose tanks are no longer used, they must be properly abandoned. 11. 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. 12. The upslope toe of the mound system must be landscaped with additional fill to blend this area into the upslope natural grade; this will minimize the possibility of the system trapping surface run- off, final settled slope should be 2 -3% over the system or 2 -3% diverting surface run -off around the ends of the system. 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 dose tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the filter should be made every 6 months until a minimum time sequence is determined. 4. Periodic observation pipe inspections should be made by the owner 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, dose or other treatment tanks; death may result because they may contain lethal gases, or insufficient oxygen. 12. Note: System slopes are relatively steep at 2:1 and could pose a tip -over hazard if mowed with a riding lawnmower; hand mow, weed whip, or leave un- mowed. 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 8 of 8 a Jakubowicz, Construction Addendum The individual site design for this mound system has 2:1 slopes upslope and down -slope from the rock cell. This design is appropriate here to minimize system footprint and construction materials while providing a cost effective design. This design requires extra care in construction primarily because the steeper slopes somewhat increase construction hazards relative to the standard 3:1 slope design. The upslope area above the system is a relatively flat ridge with scattered oaks. The site has shallow soils over limestone bedrock and Comm 82.30(11)(e)2.a. &b. apply. Tank and trench bottoms must be over -dug by at least three inches and extra sand must be brought in to properly bed tank and pipe runs. Good access is available to the mound site via the constructed shared drive which leads into an existing old field drive which will become the new driveway in front of the residence. Temporary construction access is available east of the residence across the relatively flat ridge top. Materials and equipment may be then brought into the area from the west and staged or deployed west of and upslope from the mound site. Following construction, additional soil backfill shall be placed upslope to blend the system into the existing slope diverting surface runoff around the system to the south and the entire disturbed area seeded to minimize erosion. In general, caution is advised with equipment working the slopes; in particular, equipment travel should be perpendicular to the slopes rather than parallel to the slopes. Following this procedure will minimize any roll -over potential. Standard site preparation requires removal of excess vegetation over the entire footprint of the mound system. Vegetative removal should be followed by placement of ASTM C -33 sand upslope of the mound footprint. An alternative technique is to arrange sand delivery to coincide with site chisel plowing. Chisel plowing may be undertaken only under relatively dry soil conditions such that soils do not form a 1 /4 " wire when a sample of the upper 8" is rolled between the hands. Chisel plowing of the mound footprint should be accomplished with chisel teeth fixed to the bucket or boom of a tracked excavator of sufficient size and boom length to plow the footprint area parallel to the surface contours from an upslope position. Plowing shall be accomplished without compacting the footprint area and shall be followed by the immediate placement of sand onto the plowed surface. Sand placement is to be by bucket from the tracked excavator. Once sufficient sand has been placed to meet depth requirements above the design contour, the rock cell and lateral layout may be constructed on the sand fill. Again, rock placement is by excavator bucket. Geo- textile fabric may be placed by hand following rock cell construction. Soil cover material is then placed by excavator bucket over the resulting sand and cell structure until the specified depths of material are in place. The soil cover is graded by excavator bucket to final 2:1 slope specifications. The upslope portion of the mound should be blended into the natural slope with additional fill in such a manner as to prevent any dam effect which might trap surface runoff upslope of the structure. If site conditions permit, it is ideal to blend the upslope into the natural slope to achieve a final settled slope of at least 2% so that surface drainage runs off the mound structure. If fine grading is necessary, a wide tracked dozer may be used operated perpendicular to the slopes to achieve a finished slope. Seeding should by hand spreading and the use of anti- erosion matting is strongly recommended on the down - slope portion of the finished structure. Page 8a of 8 Waconsin Depwtnent of Commerce SC 1kPALUAT EPORT Page 1 of 3 Division of Safety and ' r t`��� in with corm 85, M@. CoUndy ST. CRO1X Attach complete site plan on paper not less than x 11 S irid iB n must include, but not Gmiled to: horizontal iM (BM), ww Parcel I.D. (Pending) percent slope. scale or dimensions, north arrow. a ' a to nearest Please print all iMormat5on. R 7 c Date 7 Personal irdonwkw you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). I I Property Owner Property Lo t— El BOMAR HEIGHTS, LLC (Buyer. Bruce Lemzen Homes) Govt. Lot — SE 114 SE 114 13 T 28 N R 20 E 0 (or) W Property Owner's Mailing Address Lot # Block # Subd Name or CSME 69101111o1€liill Nve a W d.fl Yftge El Nearest Road Salt Lake City, I UT 1 84121 1 ( ) NK T49Y i South Cove Road New Construction Usee Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement U Public or commercial - Describe: Parent material till Flood plaipelevation if applicable N A General cornmerlts Mound System 2.50 sand fill — 0.6 loading rate 2 ,10 and recornmendahons. To be designed by design r installer using a long, narrow design (If pre - treatment system — 1.50 & mound sand) G v✓��d�5 d� ' �" r ot " � ow ❑ El Boring A Boring # 11 Pit Ground surface elev. 951.47 ft. Depth to limiling factor 12 Sou Application Rate Horizon Depth Dominant Color Redox Description Texture Ru*xe Consistence Boundary Roots GPDff in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. '011111 - 0102 1 0-3 IOYR2 /1 — sl 31 myfr cs 3vf-co g 1 -� 10YR2/2 — sil 21h" Ar cb 24-co 0.6 6.9 3 9 -12 7.5YR3/4 — sil 2fsbk mfr cb 2vf-co 0.6 0.8 4 Isbr — — — — — B Boring # 0 BOA ❑ 953.53 13 f Q Pit Ground surface elev. ft. Depth to fimiling factor in. Soil Applicolion Rate Horizon Depth Dominant Color Redox Description Texture Structue Consistence Boundary Roots GPDAF in. Munsel Qu. Sz Cont. Color Gr. Sz. Sh. - EMM '011112 1 0-8 10YR2/2 — sl 3fgr mvfr cs 3vf-co 0.6 1.0 2 8 -13 10YR2/2 — sil 2fsbk mfr cb 2vf-co 0.6 0.8 3 13- — — Isbr — — — — — * E!!t V = 2CE > 3C c 7X1 nvvfi aryl TOR >qr1 < I rM mM ' Ffilr rat !9 = Rm < qf1 mnn aryl T.SR < .qn rnnn CST Name (Please Print) ....., .,, _ .. V — — CST Number Mary Jo Hollister L 4 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05-02-05 (715) 426 - 1775 Property Owner BOMAR HEIGHTS, LLC (Lot 12) Parcel ID # (Pending) Page 2 Of 3 Ej Borlrg 10 CI Bon # ❑ Pit Ground surface elev. 954.55 ft D to wnftV factor in. Sol Rabe Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Coat Color Gr. Sz. Sh. *EfII«7 �1�2 1 0-3 10YR2l1 — sl 3fgr mvfr cs 3vf-co 0.6 1.0 2 3 -10 10YR2/2 _ ' &5il 2fsbk mfr cb 2vf-co 0.6 0.8 3 F - 1 P"'1 r )onlh M lim in ilinn fatr in. L Nrr w...n...o...�cw..... ..,. „.- .... •• SDN Rath Horizon Depth Dominant Color Redox Description Texture Strudrxe Consistence Boundary Roots GPOW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EW1 '0W F Bork9 # Boring Ground surface elev. ft. Depth to limiting factor in. Pit M-Efwi� Rate Horizon Depth Dominant Redox Description Texture Shvcdxe Consister►oe Bocmdary Roots in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. Ew ' Eflkrent #1 = BOD > 30 < 220 rug& and TSS >30 < 150 rrlg& ` Effluent #2 = 13013, : 5 30 mglL and TSS < 30 nxYL 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. san- 833vrer0L07/w) Plot Plan for Cove Ridge Page 3 of 3 CIO !'....:,,. l�....�.s.. Tlh..,...,..�.��. (RT✓t1tSeO o d5- I5 -bl°J l uwiz uJ 1ruy, &.U. �t,rur.�, t.ussisty� risai:visas s N� Lot IZ I" = 50 ft Legal Description sIc A w - -, se Yu, sfe. 5, 2 ft contours BENCH MARK: TOP OF 1 1/4" IRON PIPE 949.14432' SCALE:1 " =50' B -6A t 911. raacsa' B -6B El. 953.53025' BENCH MARK: TOP OF 1 1/4" ��*� Q IRON PIPE G �p•� ° B-6C 'EI: 954.5 03 Q 37.73373' 12 � J G O 11 / M Plot Plan for Cove Ridge Page 3 of 3 `, T ` Tr A�� �f / "f�A�v� / "Af /7��• �� /ft7AA i�[f�1� 1 uwn a/ 1 guy, .x. �.�us.�. �,uaissy, ri sac= uisasis Lot I" = 50 ft. Legal Description g>- Yq of - rte s Yy, 5�• � 3. Z f� contours or •. 9.'f4 6 j' 9 p�0 h 95 2. x • 95 .6 S' O K: -a p e-sc 1: 954.5 3 :Q 7.7 T 12 954.4 x ' i ORIGINAL Asco nsin SOIL EVALUATION REPORT #2503 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 2 Division of Safety and Buildings Certified Soil Testing, LLC Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. pending Please print all information. Revie By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). S ZS O 7 Property Owner Property Location Jakubowicz - Bruce Lenzen Homes Govt. Lot SE1 /4 SE1 /4, S13, T28N, R20W Prope Lot # Block # Subd. Name or CSM# 502 S cond f 12 Cove Ridge City State Z ds Code Phone Number City [] Village ® Town Nearest Road Hu n NOV y 2 U0g6 wI 016 715- 386 -5050 Troy South Cove Road Ne CongtTu��iX C -Use: R idential / Number of bedrooms 4 Code derived design flow rate 600 GPD Re lacement P blic or commercial - Describe Flood plain elevation, if applicable NA ft. Parent material loess over limestone General comments install 6'x 104' rock cell mound on 100.0 contour as upslope edge of rock w/ 2.5' sand fill; use individual and recommendations: site design to minimize materials on steeper slopes a Boring # Boring ® Pit Ground surface elev. 98.6 ft. Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Ct7tgt F;40X 4scelptiori Texture Struckufe Con ;lsl ;#n -Boundary Roots GPD/ft in. Munsell ; Qu, Sz. Cont. Color Gr. 3z; Sh. *Eff#1 •Eff #2 1 0 -6 10YR 3/2 - sil 2 m gr mvfr Cs 1m .6 .8 2 6 -13 10YR 3/4 - sl 1 m sbk mvfr Cs 1m .4 .7 3 13+ LSBR I T i i supplement to Hollister report of 5/2/05; LSBR by > 50% LS frags Borin g # I] Boring a Pit Ground surface elev. 96.6 ft. Depth to limiting factor 7 in. ® P 9 Soil Application Rate Horizon Depth DoMirtant,Gofor R ;rix.Description Texture Strur3tt�re C4rlsistenc Bptt ld"ary Roots GPD/ft= in. r s l .... . ft, Cent,. dolor Rr sz: , ' �, •Eff#1 *Eff#2 1 0 -7 10YR 3/2 - sil 2 m gr mvfr Cs 1m .6 .8 2 7+ LSBR supplement to Hollister report of 5/2/05; LSBR by > 50% LS frags Effluent #1 = BOD 30 < 220 mg /L and T S >30 < /L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Name (Please Print) ig lure: CST Number Henry F. Grote 222774 Address Certified Soil Testing, LLC Date, Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 11/7/2006 715 - 233 -0398 SBD -8330 (R.07 /00) O �l Oro.o� ¢ 12,s9 / O Zo 4p tt•by� 4 l3K l o r) it o 1 e- ya ;' r� (� (� c`4 }� •ti l g Z' POWTS OWNER'S MANUAL MANAGEMENT PLAN FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity d gal ❑ NA Permit # Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number o Bedrooms 100gpd/bedroom t. k Effluent Filter Model ❑ NA Number of Commercial Units NA Pump Tank Capacity p� - I gal ❑ NA Estimated flow (average)* pv gal/day Pump Tank Manufacturer ❑ NA Design flow (peak), estimated x-1 gal/day Pump Manufacturer e.1 ❑ NA Soil Application Rate � ' gal/day Pump Mode / O ❑ NA InfluentlEffluent Pretreatment Unit Quality (NA Monthly Average ** NA ❑ Sand/Gravel Filter O Peat Filter Fats. Oil & Grease (FOG) 30 mg/L [3 Mechanical Aeration ❑ Wetland Biochemical Oxygen Demand (BODs) Total Suspended Solids (TSS) 5 220 mgt D Disinfection ❑ Other: 5 250 mg/L Manufacturer: Model: Pretreated Effluent Quality O Monthly Average * ** Dispersal Cell(s) avi Biochemical Oxygen Demand (BODs} < 30 mg/L C3 In (gT tY) ❑ In- ground (pressurized) Total Suspended Solids (TSS) D At -grade QMound Fecal Coliform (geometric mean) 5 30 mg/L ❑ Drip -line El Other: �I0 + cfu/100m1 r_3 Leaching Chamber Manufacturer Maximum Effluent Particle Size 1/8 inch diameter Model Approval Stipulation * Wastewater Flow Verification on and calculations: Soil Application Rat _gp d/ft 2 Area Req. (Other than bedroom based) Absorption Area Credit per unit Minimum Number of Chambers ❑ Aggregate Design Flow/Loadine Rate= 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. DESIGN CRITERIA ❑ "Wisconsin At -grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.al.1990) ❑ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ❑ . "Design of Pressure Distribution Networks for Septic Tank -Soil Absorption Systems" Publications 9.6 ❑ "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 0 SBD — 10570 —P (8.6/99) "At -Grade Component Manual Using Pressure Distribution" ❑ SBD — 10567. —P (8.6/99) "in Ground Absorption Component Manual" ❑ SBD — 10705 —P (N.01 101) "In Ground Soil Absorption Component Manual" Version 2.0 ❑ SBD — 10628 —P (N.6199) "Recirculating Sand Filter System Component Manual" Cl SBD — 10656 —P (N -6/99) "Split Bed Recirculating Sand Filter System Component Manual" 0 SBD _ 10572—P (86/99) "Mound Component Manual" 49r§BD - 10691 —P (N.01 101) "Mound Component Manual" Version 2.0 ❑ SBD - 10595 —P (8.6,09) "Single Pass Sand Filter Component Manual" ❑ SBD - 10657 —P (8.6/99) "Drip -line Effluent Disposal Component Manual" ❑ SBD - 10573—P (R 6/99) "Pressure Distribution Component Manual" ❑ SBD - 10706 —P (N.01101) "Pressure Distribution Component Manual" Version 2.0 ❑ Drip -line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units O MAINTENANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE Service Event Service Frequency Inspect con ition of tank(s) At least once every ❑ months years) (Maximum 3 yrs Pump out contents of tank(s) When combined sludge and scum equals one -third (1 13) of tank volume Inspect dispersal c (s) At least once every ❑ months Ot year(s) (Maximum 3 yrs.) Clean effluent filter _At least once every O months gyear(s) Inspect pump, pump controls & alarm 5 At least once every 0 months jo year(s) ❑ NA Flush laterals and pressure test At least once every ❑ months 49 years) p NA Valves At least once every ❑ months ❑ year(s) ❑ NA Other: At least once every ❑ months ❑ y ) ❑ NA Page of START UP 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 and/or damage the dispersal cell(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 wiII 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. 0 Valves Valves shall be operated in the following manner: �Iarms 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. INPECTIONS 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). ,2ZSeptic 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 NRI 13, 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. dump Chamber/Treatment Tanks Component A 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. p 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 of grMound, 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 hydraulic failure necessitating more frequent monitoring. 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. ABANDONMENT 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 pumping, all tanks and pits shall 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: 0 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 eyaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. 0 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. M 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 be installed as a last resort to replace the failed POWTS. j Mound 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 comply with the rules in effect at that time. < <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 TMEOSSIBLE. ADDITIONAL COMMENTS 3 1 POWTS INSTALLER POWTS 4NNTAINER 1 Name I Name ! Phone 7 rs 0 � . 3S — / Phone — 7 SEPTAGE SERVICING OPERATOR (Pumper) LOCAL REGULATORY AUTH RITY Name Agency ST. C22 1 ✓[ t Phone Phone 1 ( KAWPDATAMRPOWTS OWNER'S MANUAL.doe Page of ' 83664' � KATHLEEN H. WALSH REGISTER OF DEEDS State Bar of Wisconsin Form 1 -2003 ST. CROIX CO., WI WARRANTY DEED RECEIVED FOR RECORD Document Number Document Name 10/16/2006 10:45AN WARRANTY DEED EXEMPT A THIS DEED, made between BLH Development Corporation, Inc., a Wisconsin REC FEE: 11.00 Corporation TRANS FEE: 1500.00 ( "Grantor," whether one or more), COPY FEE: and Dean R CC FEE: Jakubowicz and Julie S. Jakubowicz, husband and wife - PAGES: 1 ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real Recording Area estate, together with therents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ( "Prop (if more space is Name and Return Address needed, please attach addendum): River valley Abstract & Tilde, Inc. 1200 Hosford Street, Suite 201 Lot 12, Plat of Cove Ridge in the Town of Troy, St. Croix County, Wisconsin. Hudson, w[ 54016 Together With 66 foot wide shared driveway easement over Lot 13 as shown on the File #: 2691289 Plat of Cove Ridge. SEE BELOW PIN part of 040- 1073 -95 -050, 040 - 1154 -40 -100, 040 - 1154 -10 -000 Parcel Identification Number (PIN) 040 - 1148 -90- 000,040 - 1073 -90- 000,040 - 1073 -90 -110, 040- 1076 -70 -100 This is n ot homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, restrictions and rights -of -way of record, if any. Dated September 22, 2006 BL evelopment Corp / oration, Inc. (SEAL) (SEAL) L rte. (SEAL) (SEAL) AUTHENTIC �" �' v�p��V ACKNOWLEDGMENT Signature(s) _� � v`_ A ,. STATE OF WISCONSIN ) authenticated on ) ss. St. Croix COUNTY ) * Personally came beforMne on Sept 22 2006 , TITLE: MEMBER STATE BAR OF WISCONSIN the ve-na ed - (If not, Vtalic, e p rso (s) who executed the foregoing authorized by Wis. Stat. § 706.06) w d d the THIS INSTRUMENT DRAFTED BY: ' Attorney Doug Berg e of Wisconsin 1200 Hosford Street, Suite 201 Hudson, WI 54016 permanent) (expires: k — 2- - ( (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED 02003 STATE BAR OF WISCONSIN FORM NO. 1-2003 * Type name below signatures. 1 of 1 From: To: TONY Date: 6/21/2004 Time: 3:50:08 PM Page 2 of 2 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND }� OWNERSHIP CERTIFICATION FORM Owner/Buyer V ao ( J3 UkA � 6. 1j&U6)QLLiL Mailing Address r39)1 �['V % i t l kk IM l'hti.k o 0 l ��) , 0 l (p Property Address 0 ?) r 0 ' CMG V (� (%ification roquired from Plaaaiag Deparhacat for new coadmetioaj Cit RU IYi 0" r Parcel Identification Ntunber _040 UQAL DESCRIPTION Property Location Y., 1 /4. Sec. . T___N- R.,.,,_ Town of $ubtllYlSlOII �� � Q �� � �� i7� �,,,. . LOt # ca . SWvey map # -- , volume . 'Page # Wtt+t mty Deed # q as 9 volum . Pap # Spec brouse ❑ yes no Lot lines identifiable CI yes 0. no Isaproper use and msimoaaaaoc of ]ronr' septic syxoaat ooarld nmtit in in pc+emaeere,�e to hsadie w�xstes. Proper aaaisDeaaooc s of p oat the septie task eveay duce yeas: air soon, W=odod by a tieenaod parapet. What you Pa into the t� aiyecttba >�diaaa of the septic rant as a lceabneat stage in tba waste disposal systeps. Wo peopeto owner a&= to ssbmit to St. Croix Zoning g Depuuncut a artiSeatian faun, signed by dW ow:ret and b1 a +, 1 �7�Pc�etodpt® 6aaealaxa9odpam�ermffyie�gtliai( t) theoaESite�nt :b�vssoerdispatatsys�em is fa proper opeeatin6 cm dmea aadloe (2) aftw k xxd= nerd pumpiag (if yl ttre cede taetlt is less than 113 foU cf siud&L 1V�aie, die swdeas — bare goad doe above soquioea?mts and aged to maintain the private sewage disposal system wriSdg tie sundaadt net ietdq the Depntaaeset Of Cammaoe and the Deparbssent of N94821 Rasaaroes. State of Wis000sid Cer"Caboa sy fiat yraar • tem bas been maisbined mast be completed and reb=W to the St. Croix Canty Zaatigg t3OW wridsm 30 of the year e�pirattan data. � ,OC� OF APPLICAW DATE Q TION I (wee) fiat all ash - seats on this form ace ttne to the best of my (our) lasowkdge. I (we) am (arc) due owwcKs) of above. by victne of a wraaanty decd retarded in Registsc of Deeds Office. 77 NWW ri DATE A *M� t q ' is mis4eFC$=tcd may result in the sanitary pecttnat bang revolood by the Zoning Dapattaseat. ' bse We wkh ddt application: a s umpod waaaaty dad fens the Register of Dcods oTwe a copy of ft wstifiW rawly map if reference is made is the waraanty dead COVE RIDGE - SOUTH COVE ROAD COUNTY PLAT LOCATED IN THE SW 114 OF THE SW 114 OF SECTION 18 AND THE NW 1/4 OF THE NW 114 OF SECTION 19, BOTH IN T28N, R19W, THE NE 114 OF THE NE 114 OF SECTION 24 AND THE BE 1l4 OF THE BE 114 OF SECTION 13. BOTH IN T28N, R20W. ALL IN THE TOWN OF TROY, ST. CROIX COUNTY, WIS CON SIN. INCLUDING ALL OF LOT 6. CERTIFIED SURVEY MAP VOLUME 20. PAGE 5033, DOCUMENT NUMBER 802065. PART OF LOT 2, CERTIFIED SURVEY MAP, VOLUME 7, PAGE 74, DOCUMENT NUMBER 325474, AND PART OF LOT 10. CERTIFIED , 4 Rrn. ,r crw.., •+ ..., ry SURVEY MAP. VOLUME 5. PAGE 1287. DOCUMENT NUMBER 38469' LOCATION MAP 13 18 SCALE IN FEET y , aT s ' ° .•f OUTLOT 1 0 Roe •. �� scow, k _ K y f ] - % C % �� p'1 x $�'w �' ` i r 24 - V EGEND H n..H. �.. 12t SURVEYORS CERTIFICATE - (utiFSS < .' w / (: X:'. 0. EC C E F 11. L 10 y N / / - E E A NE i IN E y 7 5 E, E 6 �. S �� 0 D J E J C2 _ I MA ING PLAT C E dE 2 48 S - EE PE F., N P9E 0 teU 0 . 3�. / < +y / / @@ (E WG FE F EDT T E 'FOR 5 CK SC 0 BEAR ) 3 93 5 E 3 LNG EP' 0 . . THE E E 0 I , riw.0 i2�aeceo urom++ 1b b d - Y / 2 j e 20 OE 50] E E N '00 0 2'2E CCNCAJE OFTrERLY W�. NGiG 9FAR5 N fi0V 1 _ 0 �' ONG� AbR1 C G 9 a .+ C7 ua *EV�C. 5 0 0.v= 9 5] 50 Al — I NINTH S� a < t, RVE VAE 8 PAGE 1 D DOLUW R 6 NCF N 12°5a 59 x (PgEVpUSI" FCOIOF "'03, 20 'G. ) AO LCT t CE N 68`a� 6' 10 S FECyRCEO AS 5 9e't] 00 620) D +J UM f 0 i C 5 5 D /� G ; ��5' . " (FPEV Dt15LY F:COROED AS N 51 3J' E b•S5) ONe q NCR E V J - THENCE 26'53' 29 28 (RENbJS_ RC C J gbR% 2 55]) A WESTCRLY LNE CR Sn] 0 i E 9 2 0 4. 5 1W5 REC DED G 0 - 9 1 ALONG Ill— .. ^ O .ya •,y�, / m 1, TNENCE '0 56' W 9]i 2]' A WAG E ERL L F T 0. Y PLAT R F E 2 5 ]0 - G Ii, OT ^ OF AO iRJ, GE if'FNCE N BJ °1 "58 "ODD ALONG A N RTy LINE OF SAO CUT 0 ' T L CE 0 CD / 3 O X E k E L. i CE E SUq E' 9E 0 OED 0 E 9 2d' 0C L 2 EE 3 53 rF 2 E 3 Vr E 5 C b K F 5 C. E ] STF S N D E G 6 / <` s ' E j U NF SiFR E PA ] F T E EF SL F 3 F C .OEO 5 V L J G 09 uGC 2 J Ov ] F 5 Efi L 5 2 56 5 5 F CO CAE SOUT STERL D O E E D B 5 'S 0 l E a� + ?8 / , C F k J d f T E E 0 4 1 \ IiL >m J � y j s o. t qry r ul a__ • e - "r ",u.t t7U l�. AMMS Viewer W 1�• r. 1 3 E COVE 1 gs'o � Z4 ( V �J,50 �t r� ��-- -J 4. http: / /www.landinfo.co. saint - croix. wi. us / website /LRPortal /ARCIMS/MapFrame.asp ?PIN= 5/13/2008 - St. Croix County Final Property Report Page 1 of 1 St. Croix County 2008 Properly Report Print Report Generated: 5/13/2008 4:28:41 PM Data Updated: 5/13/2008 1:00:00 AM PARCEL COMPUTER NUMBER: 040 - 1320 -00 -012 PARCEL MAP NUMBER: 13.28.20.2159 NOTICE: All payments received by County Treasurer will be posted the next day. 2007 2008 < -- Click on the year to select the annual record. (* & dark red = delinquent) Property Description Billing Information Municipality: 040 - TOWN OF TROY Name / Attn.: DEAN R & JULIE S JAKUBOWICZ Document Number: 836649 Address: 527 TRILLIUM LN Volume & Page: V, P Public Land Survey: SECTION 13 T28N R20W City, State, Zip: HUDSON, WI 54016 Quarter: SE Country: USA QQ / Tract: SE Ownership Plat: COVE RIDGE 040/06 LOTS 1 -13 Primary Owner: DEAN R & JULIE S JAKUBOWICZ Description: SEC 13 T28N R20W PT SE SE; BEING Secondary Owner: COVE RIDGE ('06) LOT 12 (2.585AC) Total Acres: 2.59 ACRES Site Address: 302 CROIX RIDGE DR Assessed Value Other Valuation Date 8/24/2007 Fair Market Value: 0 Assessment Type Acres Land Improved Total Assessment Ratio: 0.0000 Value Value Value Net Assess. Val. Rate: 0 G1 - RESIDENTIAL 2.59 420,000 0 420,000 School District: 2611- HUDSON Totals - -> 2.59 420,000 0 420,000 Tax Installment Dates Tax Detail Please pay 1st and 2nd installments and delinquent taxes to the Category Tax paid Balance County Treasurer g Amounts Due Period Pay To: Date Due Amount Real Estate Tax Due 0.00 1 County 0.00 Lottery Credit ( -) 0.00 2 County 0.00 Net Property Tax 0.00 0.00 0.00 Total Taxes - -> 0.00 Special Assessments 0.00 0.00 0.00 Tax Payment History Special Charges 0.00 0.00 0.00 Date Paid Receipt Number Amount Delinquent Charges 0.00 0.00 0.00 NONE Private Forest Crop 0.00 0.00 0.00 Specials Woodland Tax Law 0.00 0.00 0.00 Category Amount Managed Forest Lands 0.00 0.00 0.00 Penalties 0.00 0.00 NONE Interest 0.00 0.00 Totals - -> 0.00 0.00 0.00 Notes http: / /www.landinfo.co. saint- croix.wi.us /website /LRPortal /total _process. asp ?IDValue =04... 5/13/2008 r Jennifer Shillcox From: Jennifer Shillcox Sent: Friday, February 01, 2008 2:39 PM To: Pam Quinn; Ryan Yarrington Cc: Alex Blackburn; Kevin Grabau; Becky Eggen Subject: Potential LUP for Filling & Grading I Pam & Ryan, Alex notified me that we will likely be getting a LUP application for filling and grading greater than 10,000 square feet on slopes of 12- 19.9 %. The property owner's name is Ken Ronsberg and his property is located in the Town of Troy. I haven't talked to him yet, but Alex gave him my contact info. When he calls, I'm going to suggest that he come in and meet with the three of us, and then you guys can take it from there. We can go through the LUP record - keeping and review procedures afterwards to get you guys started on processing these types of permits. Are you planning on switching off with these, or will one of you be the primary person processing LUPs? Jenny Shillcox Land Use Specialist St. Croix County Planning & Zoning Department 1101 Carmichael Road Hudson, W1 54016 Phone: 715- 386 -4682 Fax: 715- 386 -4686 lennifers (cDco.saint- croix.wi.us 1 CO ST CROIX A A I UNTY PLANNING & ZONING January 31, 2008 Ken Ronsberg 1890 Wooddale Dr. — Ste 800 Woodbury MN 55125 e " ry e ; RE: Proposed House and Pool for Lot 12 of the Plat of Cove Ridge, Town of Troy Dear Mr. Ronsberg: Code Administratlt 715 -386 -4680 .5.: I reviewed the plans you submitted on January 29, 2008 for the construction of a home and Landlnfotmation &... 4 pool on lot 12 of the plat of Cove Ridge. The land disturbance associated with this pl-, i construction will exceed 10,000 square feet on slopes of 12% to 19.9 %, so a Land Use 715 - 386 - 4674' permit will be required. In addition, this proposed house and pool would have to be p relocated to prevent disturbance of slopes 25% and greater. Real P rty 715 -4677 Please contact Jenny Shillcox at 715- 386 -4680 with any questions about the land use permit R cling application. - 386 -4675 Here is the link to that application: http://NNww.co.saint- Croix. wt. us/Departments/Zoning/PDF/LandU sePermitApplication 122706 pdf If you have any further questions, you may also reach me at 715 -386 -4680. Sincerely, Akx Is'I 4 "OV, Alex Blackburn St. Croix County Zoning Specialist cc: Dean & Julie Jakubowicz Bruce Lenzen Jenny Shillcox >" File z:. ......:............ ..:.... ......... .:.:r.: .. .... s:m'..a.:P...::'f S pct d••?'6 oLYR`SbS3iNCdkE£;��. ST. CRO /X COUNTY GovERNMENT CENTER PZVCO. SA /NT- CRO /X. W. 1 101 CARMICHAEL ROAD, HUDSON, W/ 54016 7153864686 FAX US WVWV.CO.SAINT- CROIX.WI US January 31, 2008 Ken Ronsberg 1890 Wooddale Dr. — Ste 800 Woodbury MN 55125 RE: Proposed House and Pool for Lot 12 of the Plat of Cove Ridge, Town of Troy Dear Mr. Ronsberg: I reviewed the plans you submitted on January 29, 2008 for the construction of a home and pool on lot 12 of the plat of Cove Ridge. The land disturbance associated with this construction will exceed 10,000 square feet on slopes of 12% to 19.9 %, so a Land Use permit will be required. In addition, this proposed house and pool would have to be relocated to prevent disturbance of slopes 25% and greater. Please contact Jenny Shillcox at 715- 386 -4680 with any questions about the land use permit application. Here is the link to that application: http://www.co.saint- croix.wi.us/ Departments / Zoning /PDF /LandUsePermitApplication 122706.pdf If you have any further questions, you may also reach me at 715- 386 -4680. Sincerely, Alex Blackburn St. Croix County Zoning Specialist cc: Dean & Julie Jakubowicz Bruce Lenzen Jenny Shillcox File February 21, 2008 Ken Ronsberg 1890 Wooddale Dr. — Ste 800 Woodbury MN 55125 RE: Proposed Pool for Lot 12 of the Plat of Cove Ridge, Town of Troy Dear Mr. Ronsberg: In reference to the pool construction plans that you submitted on February 12, 2008, please find the attached ordinance pages that pertain to the permits needed for construction and land disturbance activities. If you have any further questions, call me at 715- 386 -4680. Sincerely, Alex Blackburn St. Croix County Zoning Specialist cc: file Enclosure