Loading...
HomeMy WebLinkAbout026-1127-08-000 n N O - y m n r� O y C O N n A 'p n? • m d ry I N .. O C O N • < c c s w c) .. 7 @ A Z O j O �o N O N N a 7 N Cn r Q � V . 0 00 O Q < O v C j' O W A7 _ O O U7 O 3 CD ea t 7 N 7 O c O N __ i I w C a 0 Ct D. A . CL -' ' � W �� 0 zt c j O . t O i N 3 0 c° O O Z O A W �{ 4 f1 O N N O C7 N (D O O O C CD '0 o D °� h • O O O j /�/y 0 CD co Ul N N =r Q v q 3 N d n T1 0 a) - m = a N 3 _ m o A ` SN z O z Z N D D 0 c pn o p c p N ate'. I� Q O O = N v• 0) Z A r`l►il1 CD c (p O (D CD N C as Z (D Q z ~ (p A C 3 O .. O M W ((P M (D m o (D ( z c A O .: (n N z co CD A I N n O Q J O Q> = T Ut Q: C o z a 3 O Q I O cn I j T O x O O 0 3 O f� C t 7 w CL O N `J Z ti (D y ^ as ° O ��, 00 , 0 00 , 0 00 , 0 Ielol saBje4O;uenbulla4 seBae4O leloadS s;uawssassy IeloadS >unowd AjoBa;eO apoO leloadg aasn :sleiaadS lLS :# 43)e8 :a ;ea uol;eolmliaO L :;unoO wlelO :IIpaao AJ0110 0 0 0000 PuelpooM 009'0£Z OOb'86l OOZ'Z£ 06 L Aljadoad IeaauaE) :900Z ao; WWI 0 0 000'0 PUelpooM 009'9£Z OOb't'OZ OOZ'Z£ 06L'Z filiadoad leMOE) :LOOZ ao; Sle;ol ZO ON 009'9£Z OOb'bOZ OOZ'Z£ 06L'Z LE) IVUN301S3�J uoseem a}els Ie ;o1 anoidwl pue saaod sselO uol;duosa(3 LOOZ /60/80 : PGBue40 ;se : suOljen leA 0 :431nn pessessy :amen 3a)IaeW J1e3 :# We Jl2ivlA vynS LOOZ iVId 17Z /9 9917b£9 O0OZ /0£ /LL OM ££ /Zt L 6M999 ZOOZ /50/80 OM 6LZ /8ZZZ Z996 L/- £OOZ /ZO /90 ads l aBed /lon # ooa wa :Iuo;sIH IaoJed :sa;oN 3S 3S M8 L (t'n 09L b/L 0v 6u2t- uMl - oaS) :(s);oejl OV06 L Z 8 10 80 10"1 : opuoOmaole SETH ONOWHOI�I 3S 3S Id MgL2J NOEL 9Z 39S 00, 81'/5 S1M SETH ONOWHOI2J Meld 06L Z :saaod :uoi;duasaQ ie6a O11M OOL L dS 1S10 OVH32J MOITM 2J3ddn 0Z08 dS ONOWHOI2J M3N Z96£ OS 3AV 1SL£L 9£t7 uol;duosea #;sla adA1 tiewud = , :(sa)ssaappy A:pedoad IeloadS = dS IooUoS = OS :sJou;sld LLOVG IM ONOWHO12i M3N 1S 1SLCl 9£bL SN31SV i O XHVN '8 d X. JJ A31 O A. JVW '8 d A. Ji d31 'SN31S`d i - O jaunn0 o0;uaaan0 = 0 'aaumo juaaan0 = 0 :(s)aauMO :ssaappy xe1 0 00 adA1;Iwaad #;Iwaad # uolleollddb eajy sales # dew a ;ea leolaoIslH WO u0lleaa3 NISNOOSIM 'XiNf10O XIO2jO '1S X ;uennO ONOWHOI2J 30 NMOl - 9ZO 9L8'8V0£'9Z :# laoaed I L 30 L 30Vd Av LS zo zooz /H /L L 000 � L :# laaaed F_ -- Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 420410 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: Country Living Builders Richmond Township 026- 1127 -08 -000 -7 CST BM Elev: Ins�p..7B�M Elev: BM Description: TANK INFORMATION ELEVATQ&9 /03 . Ub • d TYPE MANUFACTURER CAPACITY S ATI BS HI FS ELEV. /, - 2.13 II .I Jz�b , z� Septic - Ben hmar x 4 3..1 Dosing - F'- ' Alt. B p 111� $ . G 3. D J. Aeration rN Bldg. Sewer �D 01 1 Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet � TANK TO 06 1 /L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic /� / ) s / „ y / S �. Dt Bottom 13, b Dosing Header /Man. D ns-4 o 3- a oa • 7 Aeration Dist. Pipe 6o 3. 7 3. OLI Holding Bot. System Final Gra e r PUMP /SIPHON INFORMATION ��� Manufacturer /' _ Demand St Covey 3 U• jj8 (�Q LDS GPM / Model Number � ' / E06 1 )� / , y 2� Y. T Lift Fricti Loss System Head TDH Ft 3.7 -04 (0.S" h .3 Resh� Forcemain Length Dia. Dist. to Well �I -- SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of ench s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L W JBLDG WELL 7 LAKE /STREAM L CHI Manufacturer: INFORMATION CHA R OR Type f stem: I Model Number: Y E d / DISTRIBUTION SYSTEM Header /M ifIId �� x Hole Size x Hole Spacing Vent toAir Intake l� `� P e(s) 3 , �/ > P 1 � / Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only �•l ZS Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil EK Yes [] No Yes i,] No COMMENTS (Includ c de discrepencies, persons present, etc.) Inspection #1: 1a l Z3 O ?� Inspection #2: / 2 Location: 1436 131st Ave New Richmond, WI 54017 (SE 1/4 SW 1/4 25 T30N R18 _monj� Hills Lot P cel No: 25.30.18.818'/ 1.) Alt BM Description = o �� 4 ' Yi 2.) Bldg sewer length = 40 ' - amount o cover = R / 3.) Contour j q9) q p , # j Plan revison Use other de for additional Yes o 2.0 O Re quired? information. SBD -6710 (R.3/97) Date Cert. No. Insepctor's S nature I r _ 201 P.O. Sm 7162 Mt da. W1 SM 7162 Sire AAhm Saltary Permit Alicatioa 7- da. is atxmed wo aon uM. Wk. A Cade. penaad k#wmm*a yo. im ❑ cbuk la acrd fw Law, a15. L Applllc N Llovr�arllrn - Piraaa paw As Sue Ply LD. Hunt= � ft owly ()gams Name l Patod Nrtber isastioa Ptspsrty Owasr ii U� S M - S"• S � T N it Cam. soft, zip Code rbm Naanbar Lac Ntrbar 8lorit t _ — Saliririatt Nave 1V C.3M l Nwabu IS IL Two orlwofts Ube* #A sm opm �r1 at 2 P&ub Dwrdft - Nanber of 0Vi1 r 0 labiloK;o - DssaeDa Use a rut � ❑ Soft awaa Nowma Road k dfl , I '�r UL Type 4 W 1"ftuft ( «tb aan !as r Im A tmwmbm ft sdt liar'aleeaN �- a!imft iaa it N a ppamiMl A. ! Naw 1 2 0 >Woaaasat Spaew ' 0 Aapiromwu of 6 0 Ar &*w sa liar Corby aae Tacit i. 0 Clteet if Slimy Paaasit Peariambr bwsd Pwak Most r Dm Irsaed IV.1}pe at Ae sslt: (Cbodk al 60 11 1 1 vdM is ftr it tnl ee) 44 0 Noe - Pnnodmd Isrcdromod 2 47 0 SWA liar 30 0 Cow0ieeted wsdsoa 22 0 Pedoarhe I boiitatd 410 Tact 410 go& Pass 51 0 Drip L®e 43 0 A&43=& 46 0 AWOW TWAUMM tkk 44 O 30 0 Odor V. At.. DWV Mm (WQ pipd Amt »tend Am Soi App�os P;-W oa Mare SPa�a. Zilsr�rio. Pbtl atok ldegeitid Ptopatd Bate(OdaA)4arS4.R.) Hiesdaa , o (C)6C> (C)6C> VL TW& b" Cww* it Toed NN' - Ptalrb She Sod Mbar �aatic Odos Owbw of Tama Coaetae Caosaacrd illasa flow Bohan Tom 7MIN °f Lo ir?Srzrs c. C� DUft CWAOW y VQ. Si6i,rr,,,P 1, Ae Dr of - &* POW" dwm m as ago*" �s s i,�tis Place Nmtber - mt c9-AC)-S37 - 7 s -a 5f -35 P m"Ws Addtan fteek Clgr. 31tra. Tap Code) 91 r S r X91 - 1 19 2-o vm, lin K Appord 0 M Pa ba) Pte (i.¢l.dw Otoa.drrdar Datt bmtd Arent ftm me (N Sumps) ©(Later dire. ititi.i Atrsna 2 ,� -,rte- ..2 D alt:atiwioa J2J l s MaM emmpkft phm So dw Co ems) ar 00 e+.= ••t is r.. sus :li rely. r ale I Tlt -AgQR M nsmi I I MOT y14 ��, � �;s pro N � 4 , .w � t y r� mod. MIA f' , SC¢ - p iiop DO T l , . I r t , Y I , 1 � ; , , — — — —' — — , ; '- jo _ I E I , - t ' I t , i I s I I I • i i , ; I • : ct I I , - - 3 py i a - 9 i i ' Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TD #: (608) 264 -8777 �sconsin www.commerce o ns ov www.wiscnsin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary September 12, 2002 CUST ID No.285102 ATTN: POWTS Inspector CALVIN POWERS JR ZONING OFFICE POWERS EXCAVATING, INC ST CROIX COUNTY SPIA 1969 185TH AVE l 101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/12/2004 Identification Numbers Transaction ID No. 785646 SITE: Site ID No. 649981 Country Living Builders Please refer to both identification numbers, 1436 131ST Ave above, in all correspondence with the agency. Town of Richmond St Croix County SETA, SWIA, S25, T30N, R18W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 869136 The submittal d above has been reviewed for conformance with applicable Wisconsin Administrative Codes e sub ttal describe pp and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD - 10573 -P (R.6/99). • The mound component depicted on the plot plan is not to scale. See plan view on page 3, for specific dimensions of the mound component. The county shall verify setback requirements at time of construction. • Per manual cited above, limited 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 Cott(fil are prohibited. A • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption R11NENTi area. chs. NR 811 & 812c Of .e • A Sanitary Permit must be obtained from the county where this project is located in accordance with the SEE CORRE requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. 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. CALVIN POWERS JR Page 2 9/12/02 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 $ 175.00 7 Fee Received $ 175.00 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 cbratz @commerce. state. wi. us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 ' S AUG 2 3 2002 & TITLE SIIEE ©IV T DATE: c7i� � PAGE I OF 7 MOUND SYSTEM FOR A BEDROOM RESIDENCE This Plan has been Pied in accordance with the Mound Co SBD 1 0572 - and the Pressure �awtion Manual SBD 10573 - P. Manual C.R. 6199) {CR- 6199} LOCATED IN THE OF THE 1 /4 OF SECTION, Tom, RjW, TOWN OF ST. CROIX COUN'T'Y, WISCONSIN. Z EX PAGE 1 OF 7 TITLE SHEET PAGE 2 OF 7 PLOT PLAN PAGE 3 OF 7 PLANVIEW CROSS SECTION PAGE 4 OF 7 DISTRIBUTION PIPE LAYOUT PAGE 5 OF 7 PUMP CHAMBER CROSS SECTION PAGE 6 OF 7 SYSTEM MANAGEMENT PLAN PAGE 7 OF 7 PUMP CURVE PREPARED FOR &rlyr ` <DCt����v� +�/ l V c. PREP BY� POWERS EXCAVATING INC. aaCIS 3 1969 185 AVE. NEW RICHMOND, WIS. 54017 PHONE: 715- 246 -5135 FAX: 715 -246 -5135 'anal v DvitD Y COIyME RCE SPpN pENcc J . _ �' - k..� •c�nr�wsl�, � Y o � ? ` i y��p ►`1�� ��' �°' �'1C� � , - s 4 6c�D Odic_ t o c So ham. m 43 'r is i t S r i r _ s , T' t , 1 , � 9 , 1 •,,_� '�,, � P age of r ' . T Synthetic Covzring Distribution Pipe MTM- C33 Medium Sand G Topsoil ����_ F 3 , Slop• Plowed Bed Of �— 2 %2 Farce Main Layer Aggregate D is ►. Cross Section Of A Mound System Using F A Bed For The Absorption Area G fur A to Ft. H Iot v'r� � y ,irsax goad i te= J� �/ �h r T B /Dp_ Ft. Deli D load rng Rate- ?T K Ft. L Ft. (�, �. Ft.'. Position Z q _ Ft. of -- W Ft. Force Main 11 70bservatiOn Pipe K J i3 -- �- O "I A �� B -------- - - - - -- ----- --------- -____- --.fit W L.. Distribution 11 Of Pipe.• Aggregate i ' Observation Pipe Pion View Of Mound Using A Bed For The Absorption Area I � - • Distribution Pipe Layout P4ge _4 ot z— Place distribution t the holes at bottom of the es P P the b at and holes. e uaI a tc a fzo® the q p iag. 8eoove all burr p ipe Exts d the mod of each IN" ap 14* #0 use of Lmg aaa or 43 Auwg la apain sis mchor of the ftd grads. Tale dis reds of the bomb wig a vsh%ffie+e "OV or > ded p Prw�dc amass deem ged Bade tac�e �sivk e5emeded amp erftwe d Ow .a I .�cct:ss aax_ -r -� � � cg � `ttus s s�u►.i ' talN! Mnilr �a1w�1 s PLw'N V \iii �.-- -- ----- c m Sax pct j *►+ P Ft. Note Diameter __�� _ inch s 3 Ft. Lateral - � Inch(os) x . _ Iew es Manifold - Inds Force thin ` cD-- Incliss of AoleslF�Ps_ Invert Elevation of Later a 1 sb b)5 ft. SEPTIC TANK £ '' PUMP CLAMBE CROSS SECTIUN t1NU -� 4" CI VENT PIPE 12" MIN. ABOVE GRADE 6 WEATHER PROOF*` ? 25' FROM.DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANPADLOCKVER 4" Cl RISER WARNING LABEL 6" MIN. ABOVE GRADE }-- 4" MIN 18" iIN INLET 1" 'WATER TIGHT SEALS GAS- TIGHTi , Aioa SEAL ; APPROVED 4 " _3� ALM JOINTS Wl CI CI PIPE B PIPE 3' ONTO 3' ONTO -�-- r ON SOLID SOIL SOLID SOIL PUMP OFF ELEV . 975 FT. -D P t' OfF 't RISER EXIT D PERMITTED ONL. IF.TANK . MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: i. ?�s Cou��,�o NUMBER DOSES PER DAY: J r TANK SIZES SEPTIC 150D GAL. DOSE VOLUME INCLUDING DOSE GAL. FLOWBACK: GAL. ALARM MANUFACTURER: CAPACITIES: A = ')5,) INCHES = O i(o GAL. MODEL NUMBER: 10% VN SWITCH TYPE: � \«..� B = 2 INCHES = 3'�, GAL. PUMP MANUFACTURER: �, S C = $ , 7 INCHES = I GAL. MODEL NUMBER: S �_ _ ���� _ GAL SWITCH TYPE: � D - 1 •c' INCHES - �c� _ REQUIRED DISCHARGE RATE -1 7/_ GPM PUMP E ALARM WIRING AS PER I LHR16. WA( VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . ... . . . . . .t. FEET + FEET FORCEMAIN X FT 1100 FT.'FRICTION FACTOR . -.y FEET TOTAL DYNAMIC HEAD FEET I DIMENSIONS OF PUMP TANK: LENGTH ; WIDTH ; DIAMETER LIQUID DEPTH T7 /�o �Z C1ri yY POWTS OwNws MANUAL & Al ANAQ81iMfi1T PLAN Page or - FM NFOIN IM S11SIM Sl! MATIO MF OuNnet �l i t Q r` Septic Tank Capechy r �} d NA parrrnit Septic Tank tNMu4cturer p 0 5 CIA MAAi1E1Eli8 Effkreat Filter Manufacturer i tl NA Nwnbeir of Bedrooms Q INA Mont Fitter Model 0 d NA Mkiev Mxnber of PubEC Facility Ukuits Amp Tank Capacity eel ❑ NA Estimated flow laverage) ©�; Pump Tank Martufactuteir 0 NA Design flow (peek), (Ea timatsd x 1.5) (20o pump Manufacturer S 0 NA Sag App on Rats gd0dy Pump Model U 0 NA Standard t Quality Monthly avwgp Pretreat! rnent Unit 0 NA Fats. Ok & Grease (FOGI 530 mgtL 0 SwWVGravel 13her 0 Peat Fk w Biochernica! Oxygen Demand (8004! 5220 mp/L 0 NA 0 kfacl ar" Aeration 0 Wetiend Total &tnpended Solids (TSS) 5150 mg1L 0 DishwFaction 0 Other. Rw&ested Effluent Quality Monthly Dispersal Calkal 0 NA Biochemical Oxygen Demand (800,) 530 mg/L d in- Ground (W*V#Y! 0 tn- Ground 1pressurrsad) Total Suspended Sofa (TSS) Sad nV/L *NA d At -Grade JKMourd Fecal Coiforrrn (geometric rnwn) 510' cful100mi 0 Drip U ns 0 Other. Maxin mv, Ef#W nt particle Sae i( in die. 11 NA Other: 13 NA Other. 0 NA ottw' d NA 't�aRws typical for dwaeedc weeteweler and "Ptk tank etfkMa. Odw' 0 NA MANTEMANM SNwtoa Ewtrt Sense fe*reacY Wit, condition of tanks) At least once every: (Mudivann 3 years) 0 NA Rump out contents of tank(s) When combined sludge and stars e*uft one-thied IV of tank vokxm 0 NA Inspect dipper" ca*W At hum once every: 0 mortNU! 3 Mme) 0 NA yearl ` mondn(si Cke+an sifktant titer At !trust once every: 0 NA t inspect pump, pump controls b alarm At toast once every: d crronthls! d NA Fkah lateraia and pres "lye test At Sam once every: 0 0 WKMWs) 0 NA Other- At Mast arcs awry: 0 ! MINva 0 NA vow 0aiar: 0 NA inspsctiorns of tanks and dispersal rxels, shad be made by an individual carrying one of the fok Nvin9 linerass or mss: Matter Pkw6w. Master Phrnbw Restricted Sewer: POWTS kuspector: POWTS Maintaiar. Ssptage Servicing Operator. Tank irtpioutions must iruedude a visual impaction of the tankb! to identify any rasing or bok+en hardware. identify any cracks or teaks, rnaaenue the rokrme of Combined shdge and scum and to check for any back up or pending of Mfkrent the grxrcd- surface, The dispersal cede) shad be visually inspected to check the effkrsnt levels in the observaWn pip+ks and to dock for any powft of affluent on the ground surface. The pounding of aftnat on on Wound surface may indicate a taming condition and repuirss the immediate noWiication of the local regnlaRmy authority. When the combined scoA nu{at m at sludge and scare in any tank equals one -third IV or more of the tank vokime. the entire contents of the tank shall be rarnoved by a Saptegs Servicing Operator and dispoa d of in accordance with chapter NR 113. Yil -sain Administtatnro Code. AS other services. bkx KWW but not limited to the servicing of affluent filters, mednanical or Pressurized components. pretreatment units. and any servicingg at interval of 512 months. shall be performed by a cat Wisd POWTS Meitaiier. A service report shad be Provided to the (ocai regulatory authority within 10 days of completion of any service event. GMW 14101! P that may *—% � � use of ~ , of the tankla) nnlOv - � • a a p WWW c t tankEa► tw the press at I ' or the Systatn startup a Operator prior gal let. N high are fi Other c datectad P ehaN not �� when SOM Dui power outages occur condition are frozen at the intkcrat� surf hav the conter to the dl"W" purnp effluent, T ceps) at on ^w"'ai highwatar hvets. Why ace. is Power to the �r+s don have the Overloading caWN and a �� u roet the becim w M MUOM not noraMel levels widM the pub tank p`"nb°r a Povvrs nt S m °p �Q king Operator discharge prior to assial drove or park vehicles Septa" nt rols within 15 feet down ape of tanks and dixpersai cells. Do not Y opera the pv controls t Reduction any mound or at -grads soil drive or park . or or POW TS: an 1e followi bum the wastewater ptian area, disturb or compact- the are, foundation dram water. fruit the p��g Producta.`pesticid Purim w9ecable digresses; "* . d� Making the life of the AENT When S tails and Y +lpkku� mss: and water so ; her .resat :d , o�: and safely abando � anently taken out of aer„� the taftwin MG. e pits chapter Comm 83.33, N► shall be taken to insure that the Is �kkative Code: system Ad piping to tanks and e The contents of ap tanks and and the abandoned pips oAenr pea shalOpenings e moved per* disposed of b and pro After p umping. an tanks and pits shall be excavated and r y a � op...... ©� Y PLAN another Mart solid ma0eriar. °mO1°d or thsrr covers removed and the I f the ttsnt S taft;and cannot be repaired the foNon,ing void $Pace fined with A suitable ntrr+ea have b°°^' or O must be taken. to Provide a code compliant system. The replacatneytt �araa bee evaluated and may be t'tlhmd for the l ocation nMW* i s °x A and proper d ie and c of a r n t need new eon and a ft oa MM"'. lot ", and wells. Failure taond not be infringed absorption Y with Q q the effect at that time. ak+stion to ablieh a suitaf�ls �t r° tt area will technology aeplecerrrent area is not available due systems must to soil 0 tank may be installed as a last resort to the failed���$ Barring advances in evalu Site has nut been ation evalua to identify a suitable �WTS. �WFS pon rnay b Mound arid allsd at a ° � � ur t i av WTS a sod and site i nst as in ve ce. sod won �� wale a holding tank surface. may be in Recon following < > > m++c one of such systems must comply with the rules in affect atr�� tirrie. the biomat at the SON � T � on � TWAT T� VY NA1 g oanXWJAL COUP OF A TXW MAY ge p� ANCES 'E - OTYMW- 00 NOT s rsCUE OF Name 1 Pow T phone Ca owerS f Name ?wee �wTOR t Phone Name FOCAL Phone N�MN.IITipgy' AUTIip(111111'Yy Name i # k ec„nel1t was drafted m Phone 15 _ �e with d "sr Comm 83.22r2irbN,l ("tn and 89.54x1 ). x21 a 131, WiScOrkm A we .code. . P0 . Goulds SUL Efflue Pump rr 3885 APPLICATIONS • Overload protection must smooth operation. S `60'0 ... can be operated continuously be provided in starter unit. bronze impeller available as without damage. following designed for the , Shaft: threaded, 400 series an option. v ; ,: a Bearings: Upper and following uses: stainless steel. • Homes • s halt bearing a Casing: Cast Iron volute lower heavy duty ball bearing Farms B ear i n gs : g type for maximum efficiency. construction. • upper and lower. rg x Power Cable: Severe duty Trailer courts 2' NPT discha a adaptable • Power cord: 20 foot sys rated, oil and water resistant. • Motets far slide rag terns. • Schools standard length (optional N Mechanical Seat: SILICON Epoxy seal on motor end • Hosp itals lengths available). P CARBIDE VS. SILICON provides secondary moisture Industry Single phase: • % and 'A HP —16/3 SJTO CARBIDE sealing faces. barrier in case of outer Jacket • Effluent systems with 115 V or 230 V three Stainless steel metal parts, damage and to prevent oil prong plug. BUNA N elastomers. wicking. SPECIFICATIONS • % % HP —14/3 STO with ■ Shah Corroslon- resistant ■ 0 -ring: Assures positive Pump bare leads. stainless steel. Threaded sealing against contaminants • Solids handling capabilities: Three phase: design. Lodmut on three and ail leakage. %* maximum. •'A-1'% HP —14/4 STO phase models to guard • Discharge size: 2' NPT. with bare leads. On GSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. listed models — 20 foot on accidental reverse rotation. Assocrauan • Total heads: up to 123 feet length SJTW and STW is Motor. Fully submerged In _ TOH. are standard. high -grade turbine oil for • Mechanical seal: silicon lubrication and efficient heat YL en tabwatorles carbide -rotary seat/silicon FEATURES transfer. carbide - stationary seat, 300 0 Impeller Cast Iron, semi- ■ Designed for Continuous series stainless steel metal open, non -clog with pump- Operation Pump ratings are parts, BUNA -N elastomers. wi hin the motor manufacturer's • temperature: out vanes for mechanical seat recommended working limits, 104 °F (oft) continuous Protection. Balanced for 140PF Mac) Intermittent. MVERS FEer _ • Fasteners: 300 series so stainless steel. T 4 SERIES: saes • Capable of running dry . 25 so WE1 s ARIO�OS RM without damage to - sc;ptil components. 70 ' VlfE1 aFr Motor 20 60 Single phase: • % HP. 115 V. 200 V, 230 V, � 50 60 Hz, 1750 RPM; 14 HP, x 1s 115 V, 60 Hz, 3500 RPM; N 40 %HP —IAHP, 23OV, 60 Hz, 3500 RPM. 10 30 • Built -in overload with automatic reset. - • Glass B insulation. 5 Three phase: 10 • % HP —1 HP 200/230/ 0 0 460 V, 60 H z, 3500 RPM. 0 10 20 30 40 50 60 70 90 g0 100 110 120 130GPM • Class 8 insulation. I J _ 0 ID 20 30 m CAPACITY 01995 Goulds Pumps Eflec*m May. 1995 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location4ad4istance to nearest road. pending t Reviewed by Date Please print all = cd�g� ` X0013; Personal information you provide may be used for purpos (Privacy Law, s. `i6.04 (1) (m)). Property Owner : r; r Pr6p rty Location R J C Development, Inc. " :_ Govt.' t SE 1/4 SW 114 s 25 T 30 N R 18 R(or)w Property Owner's Mailing Address , f. ? 4,�6, Lot #- Block # Subd. Name or CSM# 1868 Ct . C ,J ` $ na I Richmond Hills City State Zip Code Phone Num ` , r Cfty ❑ Village [Town Nearest Road New Ricbmoncl WI. wI.1 54017 1 ( 715 �41� -��i' Richmond [a New Construction Use: ❑ Residential / Numberofbe,dr.6dim� 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Deserttie: Parent material g ac i a dr i € t Flood Plain elevation if applicable ft• na General comments and recommendations: mound @ el. 100.00' , based on contour line of el. 99.00' F-11 Boring # F1 Boring a pit Ground surface elev. 9 9 • 2 0 ft. Depth to limiting factor 48 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 I `Eff#2 1 0 -11 10 r 3 none L 2msbk DSH 9W if .5 .8 none sicl 2msbk mfr aw if .4 .6 3 25 -48 7.5 r 4/4 none sl 2msbk mfr I q if .5 .9 4 48 -65 5 r 4/4 Elf7.5yr 5/6 scl M na na na .0 .0 F Bonn # Boring 2 g ® pit Ground surface elev. _ 99 ' 20 ft. Depth to limiting factor 4 6 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 I `Eff#2 1 0 -9 10 r 3/3 none L 2msbk DISH aw if .5 .8 2 9 -19 10 r 4/4 none sicl 2msbk mfr w if .4 .6 3 19 -32 7.5 r 4 none scl 2msbk mfr QW na .4 .6 4 2 -4 7.5 r 4 none sl 2msbk mvfr .5 .9 5 46 - 5 r 4/4 flf7.5 r 5/6 scl M na na na .0 .0 1 . i T I T_ ` Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg /L (fluent #2 = OD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature . CST Number Gar L. Steel r 02298 Address Da Eval on Conducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 10 -14 -2000 715- 246 -6200 �I 1 Property Owner RJC Develo mp ent. Inc. Parcel ID# pending Page 2 of 3 Boring # ❑ Boring ® Pit Ground surface elev. 9 8 _ 8 0 ft. Depth to limiting factor 51 in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -11 10 r 3/3 none L 2msbk DSH 9W if .5 .8 2 11 -22 10 r 4/4 none scl 2msbk mfr 9W if .4 .6 3 22 -51 7.5 r 4/4 none sl 2msbk mvfr gw n .5 .9 51-70 5 r 4/4 none scl sl M na na na .0 .0 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F] Boring # Pit Boring Ground ur ❑ d face elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2 Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS _< 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD4330 (R.6/00) STEEL'S SOIL SERVICE Gary L. Steel RJC Development, INc 1554 200th Ave. CSTM2298 SE4SWI S25- t30N -R18W New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #8- Richmond Hills i 1 " -40' � of 1" pvc pipe @ el. 100.00' t. = top of 1" pvc pipe @ el. 99.00' 1 1/ � �� ^ �l l l0 t � S - 1 Gary L. Steel 10 -14 -2000 i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Ctn� Mailing Address 901 1 Property Address Co ` s-t A`' C)Khn (Verification required from Planning Department for new construction) City /State k TF��N�l�� �?� Parcel Identification Number 5qmr LEGAL DESCRIPTION Property Location S '/,, S10 ' /,, Sec. 9,S T I -R W, Town of AL Subdivision RAAk%&OACk. Lot # �_• Certified Survey Map # , Volume . Page # Warranty Deed # Volume I , Page # D - 3 -3 . Spec house ❑ yes ❑ no Lot lines identifiable t yes ❑ no SYSTEM MAESITENANCE 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 affeet the function of the septic tank as a treatment stage in the waste disposal system. { N � . The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, jotumcyrrranphunbtr, nstnctedplumber or a licensed pumper verifying that ( 1 ) the an -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of W isconsin. Certification 6 stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date- r' / 7/ O ; SIG ATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (arc) the owners) of the roperty described above, by virtue of a warranty deed recorded in Register of Deeds Office. //7/ SIG ATURE OF APPLICANT DATE ♦ #RRf ♦iRttF Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. •• Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 'J l042 F 033 i� 686109 STATE BAR OF WISCONSIN FORM 2 - 1999 REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX Co., WI This Deed, made between RJC Development, Inc., a Wisconsin RECEIVED FOR RECORD Corporation, 08 - 05 -2002 11:15 AN EXOM ## DEED Grantor, and Country Living Builders, Inc. REC FEE: 11.00 TRANS FEE: 93.00 COPY FEE: CERT COPY FEE: Grantee. Grantor, for a valuable consideration, conveys to Grantee the PAGES: 1 following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area L , Plat of Richmond Hill in the Town of Richmond, St. Croix County, Name and Return Address Wisconsin. 026- 1127 -08 -000 Parcel Identification Number (PIN) This is not homestead property. (K) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this _2. of August 2002 RJC Dev op nt, Inc * * By: J hn H. Carlson, President AUTHENTICATION ACKNOWLEDGMENT Signature(s) RJC Development, Inc., a Wisconsin Corporation, STATE OF WISCONSIN ) by John H. Carlson, President ) ss. � County ) j � authenticated this v�'�y of July 2002 Personally came before me this day of V��4 the above named * Kristina Ogland TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY + Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) .) * Names of persons signing in any capacity must be typed or printed below their signature. information P.oressionsis company. Fond du Lac, WI BOD 55 -2021 WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2 - 1999 9210 •vU uuG'.. _ MY n 01 r- 5 w GO 05) t M fS,£t OOi't ♦ 4, tf 4� v N cm N Q] ul 0 V h ' d4 I `-3 em 1 C 6s C 1 d r� - N W a '�'�' �� w•1 _ r O Q ♦� •� d i � t III {J C IS �• Q Uri kA op. tF m C t L 4 O O 1 41 'X l0 ncns- viz -st . L xn Cl PtitJ� I� _