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HomeMy WebLinkAbout026-1290-10-000 Wisconsin Department of Commerce County: Safety and Building Division PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT Sanitary Permit No: 479240 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: New Horizon Homes Inc. I Richmond, Town of 0 Zke - l 9� - 45 6 �M CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: IB M k cl -ST 22.30.18. / � 3 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 17 L Benchmark / 16 1.4 2,,_ Pm X: A 1 . f 6 Alt. B M C) �j �/ fT . �0 5 Aeration Bldg. Sewer q9. 3 Holding SUHt Inlet 9• VS q �S St/Ht Outlet 9 ty 5 q l , TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic l / 33 ' 33 / Dt Bottom Dosing Header /Man. '10 740 v Aeration I Dist. Pipe /6 O Holding Bot. System f- PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand St Cover 4TDH Model Numbe /Z 5 4 FT ZS TDH Li Friction Loss jSystej ad Ft Forcemain 4 ia. I Dist. to Well I) t Q� 1113 SOIL ABSORPTION SYSTEM � BEDITRENCH Width Length "\ No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS X J SETBACK SYSTEM TO O P/L JBLDG IWELL LEACHING Manufacturer. t INFORMATION HAMBER OR ( t Type Of System: � ' � � _ 1� �� � � UNIT Model Number. 1 mac DISTRIBUTION SYSTEM VO / Ba 3 T�- Header/Manifold % Distribution x Hole Size x Hole Spacing Vent to Air take Pipe(s) �\ Z Length Dia Z/ Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /�odded xx Mulc ed Bed/Trench Center �f� Bed/Trench Edges ` Topsoil ^ Yes :_ No Yes I .:] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: J ! Inspection #2: Location: 1420 129th Street New Richmond, WI 5 S 112 SE 114 222T/T3 N R18W) Lundy's North of 10 Parcel No: 22.30.18. 1.) Alt BM Description = �J `o ��- V a • `� 4— �IS a v� 2.) Bldg sewer length = A , ' n p 1 - amount of cover = L ii �+ c• v�r C-- 1 p }a �� Ax Plan revision Required? [ Yes o Use other side for additional information.' Date Insepctor's nature Cert. No. SBD -6710 (R.3/97) Safety and Buildings Division County t 'S:� 201 W. Washington Ave., P.O. Box 7162' �� `� .r W1 53707 -7162 Sanitary Permit Number (to be filled in by Co.) M (6 y I Z U Department of Commerce State Plan 1.D.Number Sanitary Permit AP lication 4 WA in accord with Comm 83.21, Wis. Adm. Code, pers al info Y u t O Project Addy (if different than mailing address) may be used for secondary Purposes Privac La-.s 5 1)) I co () 1. Application Information - Please Print AI! Iaforttta n ZONIN NT> parcel # Lot # Block �+ }� PropertyOwller's -Name � r 3 !� 0 property Location Property Owner's Mailing Address <" N 6 J '�., Section n G. litJ Phone umber l Zip ode l rcl one City, State ' r 1+ I ' ' J7 (` 7 1 N, R E r W rI r/ CS Number j1. pe of Building (check all that apply) � ,� Subdivision N /� 1 or 2 Family Dwelling - Number of Bedrooms — 1��2 /' � u ❑ public /Commercial - Describe Use ❑City_ (villa o ip of 0 State owned - Describe Use 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) Other Modification to Existing System A. System ❑ Replacement System ❑ Treatment/! Toldmg Tank Replacement Only ❑ ❑ List Previous Permit Number and Date Issued Change of [] permit Transfer to New I3. 0 permit Renewal permit Revision plumber Owner Before Expiration � ) 1 1V, a of POVVTS S stem: (Check all that a 1 ST '��� ❑Mound ? ?4 in. of suitable soil ❑Mound < 24 in. of suitable soil [I At - Grade ❑ Single pass Sand Filter ❑ El ❑ Recirculating San�d Constructed Welland [] pressunzed Tn- and Iloldmg fink [I peat Filter ❑Aerobic Treatment Unit SF�ilir er (explain) Recirculating Synthetic Media Filter ching Chamber 0 Drip Line 0 Gravel-less vel -less 1pe (' Dis a Area l�ropo� (sfl SYS ' ;1 vation V. Dis ersaVl reatment Ar nfortnation: Dis sal Area Required (sf) II <0 6 �`l Design Soil A ation Rate(gp fl P !) r r Design Flow (gpd) /5 " prefab steel F Plastic iJ �• Site Total Number Manufacturer Glass VI. Tank Info Capacity in Concrete Constructed Gallons Gallons of Units New Existing Tanks Tanks Septic or Holding Tank ' 2i Aerobic Treaw=t Unix Dosing Chamber MP RS Number one Number r ✓A VII. Responsibility Statement- I, the unders' assume respons Business ph ibility for installation of the PDX' TS shown on the attached r ani plumber's ame (print) plum lgnature� 6 C �,✓ ,r. (� j plumber's Address (Str eet, City, State, ode Vin. C n Me artment Ilse Onl Sanitary permit Fee (includes Groundwater / Date Issued sluing A t Si S ps} gnature PProved 0 Disapproved Surcharge Fee) ❑ Owner Given Reason for Denial ✓ lJ v DL Conditions of ApprovaltReasons for Disapproval SYST 1 OWN f �� 1 eptic tank, effluent filter and l ' "vim C� �. O/X !.d dispersal cell must all be serviced /maintained � 1 4t' as per management plan provided by plumber. All setback requirements must be maintained Vk7 as per applicable code /ordinances. Y ee J for the sy tem on pa r not n j� 8 !E X It inches s D+ _� `C Attach complete plans (t oun on ty ly) ��A cc'�i J 'I SBD -6398 (R. 01/03) V3N/ OT PLAN PROJECT New Ho rizon Homes Inc. ADDRESS 1476 Hwv 65 New Richmond Wi 54017 S 1/2 SE 1 /4S 22 IT R 8 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 - DATE 6/7/05 BEDROOM 4 CONVENTIONAL XXX IN -GROUN P ESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 55 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1212 # of chambers 39 IL BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 89.6/89.2/88.8 4.5' below qrade Alternate Be cbmar � op of 1/2" Pipe C 100.3' Plans Designed Using Conventional Powts J Alt.B.M. Manual Version 2.0 B.M. 274' Property Line Area of soils Well is to meet all not suitable setbacks required by Scale is 1 " = 40' for WDNR conventional unless otherwise system b� noted Pro 4 Bedroom House 150' 30' 1'6 8% Slope 60' 30' CY 40' 4 B -1 B -3 3 -3' X 83' Cel with >3' Spacing 278' Pro rty Line ent >6„ S andard Biodiffuser of Cover Le ching Chamber wi 31.1 ft2 of Area 6' Long 11" Grade at System Elevation 13N OT PLAN PROJECT New H orizo n Homes InADDRESS 147 Hwv 65 New Richmond Wi 54017 S 112 SE 1 /4S 22 //R 8 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 - DATE 6/7/05 BEDROOM 4 CONVENTIONAL XXX IN -GROUN P ESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 55 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE •5 ABSORPTION AREA 1212 # of chambers 39 ,BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 89.6/89.2/88.8 4.5' belo q r a de Alternate Benchmark Top of 1/2" Pipe @ 100.3' Plans Designed Using J Conventional Powts * Alt.B.M. N � Manual Version 2.0 B M 274' Property Line Area of soils Well is to meet all not suitable setbacks required by Scale is 1" = 40' for WDNR conventional unless otherwise � system 5 Vents noted B -2 Pro 4 Bedroom House 150' 30' 8% Slope ST 60' 30' 40' B-3 45' B -1 3 -3' X 83' Cells with >3' Spacing 278' Property Line Vent >655 Standard Biodiffuser of Cover Leaching Chamber with 31.1 ft2 of Area 6' Long 11 " 3 4" Grade at System Elevation Dj) Wlsconsin Department ofCorn Cn&4 ;.; , SOILIEV RT Page of Division of Safety and Building or _' , wdh Corfim 85, Wis. Adm, Code <, County Attach complete site plan on x 11 in in size. Plan must include, but not limited to: vertical and horizonta ce poi(�t (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and locafiM and distance to nearest road. Please print all information. R ewe Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). r Property Owner Property Location Govt. Lot 1/ S 1/4 S �t�T _20 N R J E Property Owner's Mailing Addr ss Lot Block # 1 01,16d, Name ow CSkf# ZM City State Zip Code Phone Number ❑ City ❑ villa a To Nearest Road� New Construction Us r Residential / Number of bedrooms Code derived design flow rate �� GPD ❑ Replacement ��� Public mera Describe: Parent material — Flood Plain elevation if applicable `i`� '� ft• General comments and recommendations: syl v 0 0 F-/1 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor D in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Fz — l Bo6ng# ❑Boring Pit Ground surface elev. r ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure *C onsstenceEloundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 IL 16 ry / F , ' /.o • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 ' Efliuent #2 = BOD 130 mg/L and TSS <_ 30 mgiL CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conduc ed Telephone Number 1008 192nd Ave, New Richmond, 454017 --1 715 - 246 -4516 Property Owner _ Parcel ID # Page of 3 �� # C] Bo ring // Pit Ground surface elev. ft. Depth to limiting factor !r� in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dfff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 d� l., U 3z- r , m a rY1 o 2.. 1(3 Icy rs/ C- 3 �6-It 1 F -1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Applicatim Rate Horizon Depth Dominant Colof Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '5#2 F Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate. Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 1220 mg/L and TSS >30 1150 mgli- ' Effluent #2 = BOD, 130 mglL and TSS _< 30 mglL 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. SBD8330 (8.6/00) Soil Test Plot Plan Project Name Environmental Holdings LLP Shau ' d Address 706 19th St. Hudson Wi 54016 CS #226900 Lot 10 Subdivision Lundy's North Date 12/1/04 S 1/2 SE 1/4S 22 T 30 N /R W Township Richmond Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 89.6/89.2 *HRpSame as Benchmark Alternate Benchmark Top of 1 /2" Pipe @ 100.3' AIt.B.M. B.M. 274' Property Line Scale is 1 „ = 40 , Area of soils unless otherwise not suitable for noted conventional system B -2 150' 60' g% Slope 40' 45' B -1 B -3 94' Please note: soil test 2' may not be suitable for 278' owners desired Property building location, Soil Line test was done to 7exca vating. e ion Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. r filter is being installed in 2. Effluent filter is to be cleaned once a year. Please note: a large order to extend the maintenance interval of the filter. at the ends of 3. Once every 3 years, cells are to be inspected via the i n spections pipes the cells. age, and water conditioner discharge into the system. 4. Owner agrees to limit greases, garb 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system d as per Comm. 83 8. Discharge into system is not exceed those required p CIO ency Plan ion #1.> If system fails, determine cause of failure, useernate and and install new system in tested replacement area. option #2. Install system at a lower elevation, by removing Chambers, removing biomat, and install new system. ble for replacement area, and system elevation O P tian#3. No adequate area is suita cannont be lowered. install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715-246 -45 St. Croix County Zoning 715- 386 -4680 Pumper Tom Mondor 715- 246 -51 Shaun Bird #226900 ST. CRO.IX COUNTY SEP'T`IC TANK MAINTENANCE AGREP.�'�M'NT AND (,)WNP..PSHIP CERTIFICATIQN FORM h' ;.i�liig < ► :: •13 (Veri lacation;requiCeti from Planning Depart itent for new construction) — _ . Parcel Identification. Numbor l! ►jaet'ly .. ,axon _ s 'is, .r re, Sec_ 2-_,. 1' 3 o N -R f 3 W. 'T owfi �t _L? ►�L- Lr�.ea.,aJ.D LL v��� Q.`3.... ►1a oR T 1-( L ot 4, _..t 0 .� t; .:; to t*(': " r 0 - Vey Mal ;, # _. � _ _ ._, Voiurnp Page # ai✓ran s aid # _. Page # ��_, yes ao Lot lines dentifiable A yes E.) no iar use and v.igdntenarxceof your septic system could result in its premature faiiure to handle waste s5 P ype�; �.r.ai�t?3sanCC .tsdsts of 't wing out th , septic, tan.. every three years or sooner, if needed by a licensed pumper. What.ya ptkt ini ; the syste:rn (; affect z. a 7 � � .,rtrtiott of t ae septic tattle: as a treattzaerat stage in the wants disposal systetxt. T ,e operty own , agrei s to submit to St. Croix Zoning Department a certif cancan form, sued by the= oa* nt r and by a r�. ;sterpl►t: iu jour'neyrtra i plu,'mt'+rr, restricted pl !i)ber or a licensed putaaper verifying that (1) this on -site wgstevratr;rd► , s. sat syster is tt z iG "acting 4011d ,aridVor ( 2) after ire ­% io a and pumping (if sae cssary), 'the scptio tactic is less. tb.an 113 ' :'af sludge. 1 •. ;re, the u rn :a ;;gigtied have react thi'v above requircments -and agree to maintain the private sewage disposal systaITI Vvith• fi u:: standards sr f>rth, as set b t:iG l)c:n ►rrmcnt of t:omunerce and the Department of Natural Resourctos, State of Wis4 ott;sjr ' t;: ; 4fication ),4„ t septic systi.mm has :been maintained must be completed and returned to the St. Croix C ounty Z t"J witlu.n 30 dl:: "s of thi year expi ation date. API)u'r- . N� .... DATE N 1 N Isertify that -all statenterits on this form are true to the best of my (our) knowledge. I (we,) ana •,,are;) tla "'Wno►(s) of ti proper' ' s!.aribed abo :c, by t -irtue of a warranty deed recorded in Register of Deeds Office, :i ,1t3A I'I !.t G*F F1PF'I DA`I`f r fbrmation t Tat is niis- represcnted may result its the sanitary permit being revoked by the Zorting 0epall'. at. "' • !' ltteluri < !!` ; WR eppi eation a stamped warranty deed from the Registet of Deeds office a copy of the certified survey map if rcfcrcncc is made in the warranty deed 60 39Vd 5ic�rir ! ZS :40 666 TI`Ttt,`6,tl Z R • I N c •n •n N o s ( ;A 4 4 �� uaN H > S J J J w��o 4e z qg i A y zi g g� i m m 2 S.T.H. "85" ' � t UNPLATTED LANDS ----------------- - - - - -- - --- ; o ---------------� y EAST LINE OF THE VEST 82V i Oo )0'19'57 "E) OF THE SWt /4 OF THE SE1 /4 DRAI )6'W 1324.07 W OW T20-OT M10- _ T-- . _ _ 24 6.67' 2 266 3' K 101ST 1293. OW - - Npip'37'O6" 47.E 30' T ' ato m ,fib" 9L c°'n u' r it 1 9 / N N y 1 S s o ^ : # I ( 71 W M NWr I O •.t . I W 1� m 1 N i 25 25 ', 113 U , 2 8 0 5 P. 2 7 6 79t5 336 State Bar of Wisconsin Form I - 2003 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number Document Name ST. CROIX CO., MI THIS DEED, made between Environmental Holding Company, RECEIVED FOR RECORD LLC, a Wisconsin Limited Liability Company , 05/18/2005 12:45PU ( "Grantor," whether one or more), WARRANTY and New Horizon Homes, Inc. ANTY ANTY DEED ( "Grantee," whether one or more). REC FE EEB: 11. 08 COPY FEE: Grantor, for a valuable consideration, conveys to Grantee the following CC FEE; described real estate, together with the rents, profits, fixtures and other PAGES: 1 appurtenant interests, in St. Croix County, State of Wisconsin ( "Property") (if more space is needed, please attach addendum): Lots 2, 6, 8, 10, and 21 Lundy's North, Town of r Yr Richmond St. oix Count Wisconsin. RecordingArca Name and Return Address Tr��� C7t2.L L.i i Sqo /4 Part of 026 - 1066 -95 -00 and 026 - 1067 -30 -000 Parcel Identification Number (PIN) This is not 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: Roadways, Easements and Restrictions of Record. Dated May, 11, 2005 Enxi o 1 ding Company, LLC (SEAL) `__ _ _ (SEAL) * * by e f Warren, President (SEAL) (SEAL) * * AUTHENTIC e ACKNOWLEDGMENT � G Signature(s) ti STATE OF WISCONSIN ) ss. authenticated on �' '�' St. Croix COUNTY) PUBLIC Personally came before me on May, 1'�, 2005 , N � Z the above -named Jeff Warren * 1. TITLE: MEMBER STATE BAR to me known to be the person(s) who executed the O S (If not, f egoing instrument and acknowledged the same. authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: *Meri a J. Bune Michael H. Forecki, Attorney At Law Notary blic, State of Wisconsin Eau Claire, WI 54701 My Commission (is permanent) (expires: 11/20/2005 (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORAM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1 -2003 *Type name below signatures. Attorney Michael H Forecki 3452 Oakwood Hills Pkwy Ste 1, Eau Claire Wl 54701 -7928 Phone. (715) 835-3029 Fax: (715) 8354112 T6063626.ZFX Merilee 1. 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BF. -q" 4' -02 a 2 ENTRY —T BEDR -- -- - _ In - 13' -0 %" CEILING O M #2 — — — - SLOPE EILING 6/12 ITCH ENT WALL � 1 u ` � I ' IST FLOOR WALL BELOW 9 WINDOW � T BY OTHERS — — _ SLO E WALL I II BOXED OUT WINDOW CV4245 /CTCl 2 1 - GARAGE WALL BELOW I 4' - 4' -0„ - 1I I PORCH ROOF LINE BELOW THIS PLAN IS THE PROPERTY OF; w_ (;FNFRAL NOTATIONS: Tll me PLAT 1 •. I LOT 20 HOF LOT 19 LOT 18 , -------- I!- L Val 33' 33' a t j j LOT 1 I I 1.87 ACF (8030 SO I I L.B.O. w� LOT 11: j j 589.3 1.51 ACRES 55226'Of "W 52.06 (65.578 SO. Ft) i `� I �`.� N89'S7'29 413.85' ovi BENCH MARK: TOP • ~ OF 970 4: LOT 13 dl 588'04'36 23.78' `� \ `.� ••• 2.10 ACRES �ti (919677 SO. FT-). L. B.O. DRA EA 5 LOT i 0 .. ................ Q �I 1.51 ACRES �' \ .$h `�� HWE I (65.738 SO. FT.) •'•� r•a I +� I LB-0- 960.5 ` LOT 9 ••••' �'--` 1.93 ACRES I (83.924 SO. FT.) _ • -- -- L.B.O. DRA /NAGS ' �`• �• 960.5 : • / .. EASEMENT p HWE s - i 95&5 4'i 29_2.52 _ _ I Nye .. 963.8 ^� DRAINAGE W N :EASEMENT N89'02'04"E 411.03' ' cr. N8 6.44 - 38 "E ,. I 4 y8�•V� $ SUM MARK: TOP OF 1" IRON PIPL I ELEVA710N 959.5 --` . ' LOT 8 2.01 ACRES • • • % ;• V • 3.23 (87.666 SO. FT -) C3 (140.62 1-8.0. 960.5 it ••. ••r• • �J may.. A LOT T� ►► 8�