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HomeMy WebLinkAbout032-2159-50-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 430302 0 GENERAL INFORMATION 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: P.C. Collova Builders, Inc. I Somerset Township 032 - 2159 -50 -000 CST BM Elev: Insp. M E ev: BM Description: �� Section/Town /Range /Map No: `b S -� 12.31.19.1373 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark &. 3 b Dosing Alt. BM Aeration Bldg. Sewer 1 2 . ( D . Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic \ Dt Bottom Dosing ! f Header /Man. Aeration Dist. Pipe I`N I f Z Q Holding B0t. yS stem PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand St�gysr Model Num TDH Lift Fric System Head TDH Ft Forcemain Len Dia. D SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Tre es PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS („ SETBACK SYSTEM TO 1 � P/L BLDG IWELL I LAKEfSTREAM LEACHING an turer: r INFORMATION T e Of System: / CHAMBER OR y UNIT Model Number: L4XV I W DISTRIBUTION SYSTEM Header /Manifold Distribution ` x Hole Size x Hole Spacing Vent t Air Intake [Z G Pipe(s) k l 1 �' 45—/ / Length Dia Length Dia Spacing 1 i SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only SD l2 Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil . I 'am, a [] Yes F] No Yes ; ] No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: // 0 3 Inspection #2: Location: 2220 74th Street Somerset, WI 54025 (E 112 SW 11412 T31N R19W) Wild Turkey etr8at Lot 5 Parcel No: 1 1.) Alt BM Description 2 , 2.) Bldg sewer length = / - amount of cover = l• e/ — C � i yL Plan revision Required? j :j Yes (_ No Use other side for additional information. __ Date Insepctor's Si nature Cert. No. SBD -6710 (R.3/97) i ;— Safety and Buildings Uivtsion k.uuiay 201 W, Washington Ave., P.O. Box 7162 r k iS���S m Madison, WI 53707 - 7162 Salutary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 -3151 Sanitary Permit Application Sta Plan I.D. Number j In accord with Comm 83.21, Wis. Adm. Code, personal information you provide Pro ect Address (if different than mailing address) may be used for secondary purposes Privacy Law, sl5.04(1)(m) J I. Application Information - Please Print All Information I Prop e wner' a me n P ) I �/ -4-ot ;f 50�_66 Block k ( l Qv �t ,,- �W l o v Prope wner's M ailing Address ' s ' Property Location , (3:73 i 2 �► � � � (�� ��k,Section City, State Zip Code �Phol<te �� TN; H E rW Zor Type of Building (check all that apply) - Subdivision N CSM Nurnbe 2 Family Dwelling - Number of Bedrooms _ ju Public /Commercial -Describe Use �A S � State Owned - Describe Use k ❑City_JVillagexnshi III. Type of Permit: (Check only one box on line A. Complete line B if applicable) i [I ❑ Treatment/Holding Tank Replacement Only Other Modification to Existing System A ' ew System El Replacement System i List Previous Permit Number and Date Issued B. ❑ Permit Renewal f--7 Permit Revision ❑ Change of ❑ Permit Transfer to New i Before Expiration Plumber Owner i I I fV. Type of POWTS System: (Check all that apply) Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ At- Grade ❑ Single Pass Sand Filter Constructed Wetland ❑ Pressurized In- d lding Tank ❑ Peat Filter 1-1 Aerobic Treatment Unit ❑ Recircul n Sand Filter f Aw Recirculating Synthetic Media Filter " eaching Chamber Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal /Treatment Area Informatt I c - Desi Flow (gpd) Design Soil Application Rate(gpdsf) Dispers a equired (s� Dispersal Area Proposed (sf) System Elevatio G, V1. Tank 'Info Capacity in Total Number Manufacturer Prefab Site S e1 Fiber lastic Gallons Gallons of Units / �(J( Concrete Constructed Glass New Existing /i2� A /!/v I Tanks Tanks r septic or Holding Tank I Aerobic Treatment Unit Dosing Chamber i VII. Responsibility Statement- 1, the undersi , assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Na me (Print) Pj'umber'sF gna I MP/ Num ber , Business Phone Number ska', ,' I Plumber's Addre ss (Street, City, State, Zip e) o ✓' t VIII. ount_v /De artment Use Only Approved ❑ Disapproved Sanitary Permit Fee (, ludes Ground�yater D Issued Issuing A ent Signature tamps) Surcharge Fee) (J ❑ Owner Given Reason for Denial IX. Conditions of Approval/'Reasons for Disapproval NzG(./ SYSTEM (?wNER: 1 Septic IPoK 4 f ,ert filter and - intal nu ' dispsrs�s +.;� + Ill , �' ' -� serv9ced ! rnaintai V J / OV ' " 1 :r:c y ,4tlmb9r. (hw Sh,l�.v as per mandge ii _ 1 2. All setbacn re,j k 1, i l talni: 2 - GC�z as per appiiL­1 D i 3- (� Attach complete plans (to the County only) for the stem on paper not less than 81 x 11 inches in sue SBD -6398 (R. 01/03) 1 PLOT PLAN -�— PROJECT P.C. Coiiova Mrs lnc. V31/R ADDRESS P.O. Box 489 Somerset Wi 54025 E 1/2 SW 1/4S 12 / 19 W TOWN Somerset COUNTY ST. CROIX 9/5/03 3 MPRS Shaun Bird 226900 DATE -_ BEDROOM CONVENTIONAL )= IN -GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK 1000 gallons LIFT TANK SIZE DOSE TANK MOUND SEPTIC TANK SIZE - HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 6 # of chambers 22 BENCHMARK V.R.P. Top of 2" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 Q BOREHOLE O WELL •H.R.P. Same as Benchmark SYSTEM ELEVATION 97.6/97.4 Alt. BM Top of 2" Pipe @ 98.8' Plans Designed Using Conventional Powts Pro Town Road 112 ye, o 3 Bedroom ouse /3� 10' Vent ST 2 -3' X 69' Cells with >3' Spacing A Standard Biodiffuse o 20' 35' -3 Leaching Chamber 50' with 31.1 ft2 of Area 2 i 1 " N� ents .r Grade at System E vation B -1 , 34" nts 1 B.M. /0 l 4% Slope 15' It. B.M. c .a T G, Please Note: Tested area may not be suitable for desired building area - Check system location before excavating. Also, survey was not completed at time of test. Set backs from lot lines may change. 218' Property Line z Cl =B0 CO t,0 d PLAN PROJECT P.C. Collova Bldrs Inc. V31/R PLOADDRES P.O. Box 489 Somerset Wi 54025 E 1 /2 SW 1/4S 12 / 19 W TOWN Somerset COUNTY ST. CROIX 9/5/03 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL )= IN -GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK ---�— HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chambers 22 BENCHMARK V.R.P Top of 2" Pipe ASSUME ELEVATION ioo' Filter Zabel A -100 BOREHOLE (DWELL sH.R.p. Same as Benchmaek SYSTEM ELEVATION 97.6/97.4 Alt. BM Top of 2" Pipe @ 98.8' Plans Designed Using Conventional Powts Pro Town Road 0 3 Bedroom ouse 10' Vent ST 2 -3' X 69' Cells with >3' Spacing >6 „ Standard Biodiffuser 20' 3 5• _3 of Cover Leaching Chamber with 31.1 ft2 of Area 50' 6' Long 11 Vents Grade at System Vents on 0 B -1 30' 34 ' B -2 70' 15' B.M. 4% Slope 15' lt. B.M. c .a a Please Note: Tested area �—" may not be suitable for desired building area 00 Check system location before excavating. Also, survey was not completed at time of test Set backs from lot lines may change. 218' Property Line z -d =s0 E0 0 d WIlsoorsinr pest of Commeroe SOIL EVALUATION REPORT rase of 3— DMWM of Safety and Buildings in accordance with Comm as Nils. Adm. Code /f Altadt complete site plan on paper not less than 8112 x 11 in _..� . _:. Owd Include. but not lirnked W. vertical and horiaontd r�nce (BMf�bn and � � pal I.D. percent slope. scale or dimensions, north arrow. an d locadon w4distance Please print all lnfoama by /D _ p PemwW Y� pmv� rwy be used for seconds Y (Privacy taw. 8- 15.04 (1) (m)). p roperty Location upt- �1 114 S 1 T 3 N R E( r property # Subd. CSIM o�rere "lau"'gAdaress qty We Z.cp Code Phone Number ❑ City o own Road v OdS t s > SY —S9 Jot j1° fr'`tJ New Cafatru cdon use Residential / Number of bedrooms Code derived design Now rate GPD oR� 0 t Describe: e: - ---- --- Parent ati I Z 7 1 Flood Plain elevation if applicable /t/ Jit2 R General oornmerits �! ' and nsoorrafreridations: ILI 9 e a d "A * pit Ground surface elev. D ft. Depth to mug fay in. Soli Application Rate H01201 , Depth pornineM Color Redox Description Tao*" St u t" Consistence Boundary Roots GPM in. Munsel ML SL Cor t. CAW Gr. SL Sh. -Eff#, •Etf#2 Z- 1 .3 ® Boring * 0 Ground surface elev` `4, R Depth b timitin9 facer ` in. Sol Application Rate Pit Horizon Depth DomirvintCalor Redox Description Textire Structure Consistence Boundary Roots GPO1lP / in. Morsel CkL Sz. Cont. Color Gr. Sz. Sh. *M1 'Eff#2 • Eflluer>t = gpp > 30 220 mg& and TSS > • Efl OD Nrent #2 = B < 30 mg& and TSS < 30 mglL CST Number � �? 22��'d Date Evaluation �xted Telephone Number Adder S�(jl � 7 A � , 17 "W8 r � Property wner O Parcel ID # Page of O OWN # ❑ A Pit Ground surface etev. / 9 Z R Depth w >i reft toclor � � Soll ANkadon R*e Horizon Depth Dominant Color Redwc Description Texture Structure Corwistence BmxWy Roots GPDRP in. Munsel Ou. Sz. Gant Color Gr. Sz- Sh. 'E1ft11 'Eff#2 2 - ) r-S - ❑ Boring # ❑ Boring ❑ Pit Grouts surface elev. ft. Depth b l factor in. Rde Horizon Depth Doff*wrt Coolor Redox Description Texture Structwe C.orisisterrae Boundary Roots GPDW in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'EffN2 Boring ❑ # ❑ Bat>ng ❑ Pit Ground surface elev. ft. Depth b Cxruting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description. Texture Stucture Consistence Boundary Roots GPM in. Munsel O1u Sz. Cont. color Gr. Sz. Sh. -Eft#1 -Eff#2 Effluent #1 = BOD > 30 220 mg& and TSS >30 < 150 mgA_ ' Eftxx t #2 = BW, < 30 mg& and TSS _< 30 mWL The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or teed material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. seasM(Rmw) I Soil Test Plot Plan Project Name P.C. Collova Mrs. Inc Sha Lrd Address P.O. Box 489 Somerset Wi 54025 M #226900 5 Wild Turk Retreat Lot Subdivision Y Date 9/6/02 E 1 /2 S W 1/4S 12 T 31 N /R19 W Township Somerset Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 2" Pipe System Elevation 97.6/97.4 *HRPSame as Benchmark Alt. BM Top of 2" Pipe @ 98.8' Pro Town Road Please Note: Tested area may not be suitable for desired building area. Checl: system location before excavating. Also, sUrVey %V is not completed at time of test. Set backs from lot lines may 35' - chan��e. 102' 50' 30' B -1 30' 10 B -2 70' 1' 15' � B.M. 4% Slope 15' Alt. B.M. `' en a �o- 00 218' Property Line ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer P. C. Collova Builders, Inc. Mailing Address P O Box 489 Somerset, WI 54025 Property Address (Verification required from Planning Department for new construction) City /State t�-� , Parcel Identification Number 0 LEGAL DESCRIPTION Ef d V-� I 3 Property Location �_L% %4, Sec. 1 . T I N- R�W,� Town of 1 . �j't Subdivision ll Lot # Certified Survey Map # Volume , Page # Warranty Deed # C 0 CQcQ I Volume y c Page It -Spec house ❑ yes ❑ no 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 master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe the undersigned have gn read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 IT e xpiration date. ff 7h P. C. COLLOVA BUILDERS, INC. I OF APPLICANT (715) 247 -2742 DATE P.O. Box 489 SOMERSET, WISCONSIN 54025 OWNER CER TIFICATIO N I (we) cerd all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of th lde ve, by virtue of a warranty deed recorded in Register of Deeds Office. P. C. COLLOVA BUIL INC. SI NA PPLICANT P.O. Box 489 SOMERSET, WISCONSIN 54025 DATE « *sssa An information that is - Y mis m resented may result is the sari p y sanit permit being revoked by the Zoning Department. r� "• Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Maintenance an d Contingency Plan for a Septic System 30 56-z—, Maintenance Plan pumped once every 3 years. 1. Septic Tank is to be pump 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. ipes at the ends of 3. Once every 3 years, cells are to be inspected via the i p the cells. rees to limit greases, garbage, and water conditioner discharge into the system. 4.0 caner a g 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive ove r system. 7. Watershed is to be diverted away from system. 8 Discharge into system is not exceed those required as per Comm. 83 Contingency Plan 1. Ifs stem fails, determine cause of failure, use alternate area and install new system or Y install system at a lower elevation. om onents as needed. 2. Replace any other failing c p Plumber: Shaun Bird 715-246 -4516 St. Croix County Zoning 715- 386 -4680 Pumper Tom Mondor 715- 246 -5 Shaun Bird #226900 FROM P C COLLOOR BLDRS, INC PHONE NO. : 715 247 2747 Oct.. 2B 2002 02:14PM P1 1111 ,141 ALL 11 -U1 C.Yb !leo J 'W31 RLV1dLLA ul' L/L•L'UJ — i6uU V Ct, � p ;a 79 27 8r�rg ASR or u,bawsn+ . ,w, i Gip �r nesearat j w.►.ARANr'Y D7i1,E'21)D p u m b »�9 Co., �s T! 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Dated dsy Viareh �Otl7 �.. _ Per n ���.ew -.. _ .^ � ��._ id r !!e•.bf .� ..r. �.. v i AU'fiSEll7it:AY'!1?!i AC1CNCrW��DCM�.VT aSgwuet(s,' jp ns Dhsa Gs Pn tblt bdirldaalir STATE OF ',V,= ) n >s aYfa'tl�t l� PuM� — Y 1 � d�u authemUot thi Cby of &U-, 1 MMW 1-2a tna thk _— — _ ` ePy I (If a0t, iU f@I N•IiDw/1 i0 b1 SiN W�i�(f� `�1N Fi�lhP iie��}P� inmmKfi.Ped sck, awkdµed Lhe WOO. aatluoriasd 4y;i 74S.Oi� •a: ,ees.) - - - - -- — II T1ita A "LUMGN: WAif?9+. 1 TriU NY Aftrwy wr■ d _ ` _ _ _ Namy IkAlk awe of W imidsin _ — :au Y �ysrteat OW it Wdai:dd a nboaisdsca 90h vel ast amo xy, i _—T. _. _ • —' i 'Ht 'af dts lW ilil'CWl�dy 19Y0 ba t}scd n'Xinudtwlrw 97eMt�,ahPe. - _ �n�amPWHaMxwnL,Claise: WARRANTY'UM STATZ&MCMidMOWN RON1r 7+P.7.l9dV P PLAN PROJECT P.C. Collova Bldrs. Inc. 4A DRES P.O. Box 489 Somerset Wi 54025 E 1/2 SW 1/4S 12 /T 31 / 19 W TOWN Somerset COUNTY ST. CROIX ,�' MPRS Shaun Bird 226900 DATE 8/11/03 BEDROOM 3 CONVENTIONAL XXX IN -GROUN ESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chambers 22 BENCHMARK V.R.P. Top of 2" Pipe ASSUME ELEVATION 100 Filter Zabel A -100 ❑ BOREHOLE O WELL - H.R.P. Same as Benchmark SYSTEM ELEVATION 97.3/96.3 5' below grade Alt. BM To ' Plans Designed Using P of 2" Pipe @ 98.7 Conventional Powts Manual Version 2.0 460' Property Line 200' Alt. 10' Vents B. B -2 5 15' 2 -3' X 69' Cells with >3' Spacing 10% B -3 Slo 70' 35' 30' B -1 Vents A6ng Vent Standard Biodiffuser 30' Leaching Chamber with 3 1. 1 ft2 of Area T 1 20 3415 Grade at System Elevation Pro 3 Bedroom House a� a 0 o� 00 N Pro Town Road S(Wv O -3llb'id - Wn ,trL'trS9Z � l M „ tr0,tr0.00 N LL' LZZ ,68'8 LZ , LZ'OtZ r �o NI � N N I a ' 01'21'32" E o CD m ° v I _ _ N 71.9 4' 2 ao o o N I co 03'18'19" Ei 1 57.86' 5 •� N z� 57.77' cD Z o "6'•. 100.09' > A v1 O O z o O O �y� N 13- 07 , 0 6 '. x z 4% �, H II 29 c 7 2.26 166. ?0' E i w �� . ` 93 . 9 9 + co 0 60 'l, / c.? r ?�?O., ` S 130 N / �V CO ,�Z. 7 .` Gb 00 O - o p 00 N I o� O. s ? � o w O N °' „ o ,� I 139 os� ° D c N D D I •1 � . 0 co I � I I o � I I Ln O n Co Ln z 0 _ _ I I • ' g . N 07 '232 8 2.91' \156 83 I rn = a v ti c O \ O TATI► T ` 237 440 16.85' .�g�,�p F 0° AD 1 - II o ui O c + 88 4 2 � a _ ` ` N 15'20.32�� , \ 243'2 ��2 \ o°v 223 l g' \ \ S 15. 20 . 3 2 M E 85 2.59 • 9c �^ 85 2 59 0. s2 _ 287 4