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026-1306-00-026
Wisconsin Department of Commerce Safety and Building Division GENERAL INFORMATION Personal information you provide may be used for secondary Todd Marek Construction Inc TANK INFORMATION PRIVATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMIT) (Privacy Law, s.15 04 (1)(m)l 0 TYPE MANUFACTURER, 1�1V_%' CAPACITY Septic -r Dosing Aeration TANK SETBACK INFORMATION ®MM=�A- MMUM---,-AR-I- wm==�= PUMP/SIPHON INFORMATION Manufacturer Demand It M Model N t mber TDH Li rictil Lo yste Head IDFt ForcernaV Lengt Di Dis to en V I; SOIL ABSORPTION SYSTEM 7 7_ A-7 7 !_ . e IWN OF RICHMOND ELEVATION DATA t2 I-,-. -lySt. Croix I Plan P 026-1306-00-026 18.30.18.1633 STATION BS HI FS ELEV. Benchmark �J .�L IOZ, TY. 2-5 Alt. BM Bldg. Sewer o �• LI Z / `71:78 St/Ht Inlet �-7 R8,75 SUHt Outlet � � • O � , �` Ot Inlet Dt Bottom Header/Man. vxi w to.o 2. Z Dist. Pipe Bot System , + Z Final Grade -7.3 'y •q St Cov r n A. rc . -3 9 f f.K -7 BEDITRENCH DIMENSIONS Width N 3 Length \ No. Of Trenches —7 PIT DIMENSIONS No. Of Pits Inside Dia. , Liquid Depth !O CG-• SETBACK SYSTEM TO P/L B a WELL LAKE/STREAM LEACHING Manufacturyr;. INFORMATION CHAMBER - ' UNIT J A. Ty Of System MV,„� (�� i -7 - x Model Number: l U 101 M10U 1IVN 0 T 0 1 CIYI HeadeUManifold Li I r 11� Distribution Pipe(s) x Hole Size x Hole S acin Length 7 Die i Length 7—Na Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Bed/Trench C nMr•+ Depth Over Bedrrrench Edges � xx Depth of Topsoil zx Seeded/Sodded xx Mulched Y - No COMMENTS: (Include code discrepencies,persons present, etc.) Location: 150896TH ST LiaS .S (A'e+--Cd DV` 1.) Alt BM Description = Fr 4 v covllr 2.) Bldg sewer length = LAV - amount of cover =, 440 � t. Plan revision Required? s �..■u�,`N'o �n I Q �f�I Use other side for additiona ormation. r ` " '^' SBD-6710 (R 3/97) Date Inspection #1: Inspection #2: - Vt nfs Fwd ProPKed Insepctor's Signature Cart. No. County tly Safety and Buildings Division Sanitary Permit Number (to be filled in by Co.) 1 W.#Vashington Ave., P.O. BOX 1162 FEB 06 2020 Madiso �53707-7162 / U 2 , ...-r. x County — Sarti APplic R ' State T ens motion Number In accordance with SPS 383.2](2). Wis. Adm Code, submission of this form,to the approp ' ahtiM4mn is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are su mitted fo Safety Professional Servies. Personal information you provide may be used for second, -4 - Ploje tOAddress (if differ tt� dtggaddress) `(lab Cl'f a/ the Department of and 1 purposes in accordance with the PrivacyLaw, s. 15.04 1)(m), Stela. cal k L A "lication Information- Please Print All Information - Property Owner's Name .._, / ✓ ©0 -o?b Property Owner's Mailing Address Property Locatio t�f 3 6 e l , 133 ' D 0 '� Z Govt. Lot �- �, r /, Section City, St��a//te Zip C(o�de Phone Number - ,� � D y� / �,n,� / �lliW '� �(iN /'L(7 /�1'� (�'� .f (� 7 7 L�% )- 7. N. R circlE onr4P H. Type of Building (check all that apply) S t N ✓ Subdivision Name V1 or 2 FamJy Dwelling- Number ofBedrooms -LAS L//,'' �N� CVIcCo of l2f UQ lock N i ❑ City of ❑ Public/Commercial - Describe Use Village of ❑r CSM Number ❑ State Owned -Describe Use 21 town of ��ft'J7�✓"y M. Type of Permit: (Check only one box on line A. Complete line B if applicable) _ A. ew System ❑ Replacement System ❑ Treatmeni/Holding Tank Replacement Only ❑Other Modification;o Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change ofPlumber ❑ Pemtit Transfer tc New List Previous Permit Number and Date Issued Before Expiration Owner IY,Type of POWTS S stem/Com onent/Device: Check all that apply) n-Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade ❑ Mound > 24 in. of suitable sod ❑ Mound <24 in, of suitable soil Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. DisperasUrreatment Area Information: 4 Des'gtrFlaw (gpd Design Soil Application Rate dsf) - Dispersal At ea equu t) Dispersal Area Proposed (sf) System Elevation / 9 r ✓ v Ir S 711, VI. Tank Info Capacity in Total N of Manufacturer 3 Gallons Gallons Uni f..; -C 'a{ a New Tndn Hosting Tsnks A r7 Septic or Holding Task -2- ` / Z� x / �• 0� Dodng Chamber 'goo 1 00 1 1 &6A ,/L(i'f� VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans plumber's a (Print) Plumber's ignature MP/Aff,*Number Business Phone Number E!2 �CLli� 7 1 97 1 Z73 Plumber' Addr (Street, City, State, Zip Code) L `AJ VIII. County/Department Use Only )Gpproved ❑ Disapproved, - e mitrFte/e� D eeIQIsss/'ssy ed Ju�,nA�gentature ' en Reason for Denial x+(� IX. Con it t �jh Rgp SVdDisapproval 3 `� Ns. , dispersal cell must be servi,:ed I maintained f4ity j4v as per management p!an provided by plumber. / p J�� f 2. All setback regoir`;mPats must be maintained per- S µ4rNl 02 as per applicable; woe/ordinances. Atlaeh to complete plans for the system and submit to the County only on paper not lea than 8In x 11 inches in size SBD-6398 (R. 11/11) �ti1 L� %6 Catl�un & �� LAB Ikk = +0 t ky i-L AA LA. 5te�L &04� Gb12NG 4$F 0 R �,:� ,opy qf� CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Owner's Name: Owner's Address: t'7pZ 2-7-8 N�uJ 2(CI{,tito�B cv°j -SS�oiz Legal Description: j (,y 5 e 1- /Q -/- �rD /f/5? / J Township: A1C:4M®•V,11 County: -5r L c a /JX Subdivision Name: Le y LejL60- /e u),Itte ✓ /ZCUL Lot Number: �- Parcel ID Number: b •Z•(p ,?jt7 L 60 —r77 6 Page 1 Index and title Page 2 Plot Plan Page 3 System Sizing & Cross -Section Page 4 Filter Specs Page 5 Maintenancetinformation Page 5 Management Plan Page b St. Croix Cty, Septic Tank Maintenance Form Page 7 Warranty Deed Page i? CSM or Plat Q Attachments:=Soil Test & House Plans Designer/Plumber: /(,0 /IjL�Cyo� License Number: z bcf9� Date: Z— b— 20 Phone Number Signature Designed pursuant to the In -Ground Soil Absorption Component Manual for POWTS Version 2.0 SBD-10705-P (N.01/01). Page 1 LOZ ;.,1 Or L L /6 L-L gm ion qy 4' INLET N e n 120j" FILTER OR BAFFLE TOP VIEW SIDE VIEW WLP1250—MR D -` MENSIONS: WALL- 21/2" JUN 19 2020 BOTTOM: SEPTIC 3" COVER: 5" ' MANHOLE: 24" I.D. PRECAST CONCRETE RISER St. Croix County HEIGHT: 52 1/2' O.D. munity Development LENGTH: 120 1/4 O.D. WIDTH: 84' O.D. BELOW INLET: 41' O.D. LIQUID LEVEL* 36' WEIGHT: 8,510 LBS. INLET AND, OUTLET: 4' CAST —A —SEAL BOOT OR EQUAL GASKET, CAST —A —SEAL BOOT OR EQUAL _ INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACTTI(: 34.81 GALI N HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 1.253 GALLONS LOADING DESIGN: 8' 0' UNSATURATED SOIL MN TANKS: WILL HAVE ONE 'VENT OVER OUTLET AND WILL HAVE TWO VENTS IN,COVER OVER INLET TANK CAN BE USED AS: SEPTIC/ HOLDING/ PUMP OR SIPHON 4' OUTLET N M CUSTOMIZED TANKS: TANKS CAN BE CUSTOMIZED CONTACT WIESER CONCRETE TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS cs Do D 0 1 Z N o < N Z N U < w w In X I— or 2— Family Dwelling In -ground Soil Absorption System (2-cell Conventional) Daily Wastewater Flow (DWF) _ _ # of bedrooms x 150 gal/day/bedroom = LM gal/day Design Loading Rate (DLR) or Soil Application Rate = e 7 •gpd/ft' (per SPS Table 383.44-3, 2, or 3) Required Distribution cell area = DWF _ gal/day = DLR �_ gpd/ft2 = ft' #Chambers=Required Distribution cell area q5V it' +/I ft'/unit EISA = _Chambers Chamber Manufacturer and Model: Actual Distribution cell area = Required cell area 4360 ft' + /Q ` Zft'/ unit EISA End Cap Pair = T� Zft2 4" Schedule 40 PVC ff vent pipe with vent cap 12 inches minimum Trench 1 Sys- " tem Elevation � w. ft 12 Inches minimum .q6 , 4 Inches Soil Cover T 1p\( Z inch Chamber Height (—/ft Trench 2 System ft Elevation ft Trench Separation Leaching Chamber Width ;�3 ft to limiting factor Plan View In -ground Soil Absorption System (2-cell): _ft ,ft ft with end camps Trench 1 Modify header/ design as needed. inch Header Sch. 03 Draw 0 for a Vent and 40 for Observation Pipe above. They will be located �_ ftfrom the end of the cell. Vent pipes shall be Schedule 40 PVC dnd extend at least 12 Inches above finished grade. Observation pipes that extend above finished grade must also be 41nch Schedule 40 PVC. AcoepleP.�'�" PVC He,dle ratemloo - $IagM-pla<l Filter Case arirarlrsurughrwa Alen swdch wa.wrnrBd. h iM 4SMpW lnlrt meta. -- rapleaLeaerambsana. tlafvy.puty outlet m Yon Ndr ... t•., ,.;. fa4..i6e11aw.mi+dtpam weaearYwaw.e.v.n.spa Wgessftx tittle kbr Mlnaaasasy endawnlM ryeaab Mek se TM eWwMe als W."t,ta.eeiea „e Yasramalnve etreassreM ebsaey Undfe1MYsa v Opar Bottom inlet *rraadatraaah.nea Sw�;. soiaaral Ye. aor Molded -le Hubs l W aMM.ernielr aa.nleesxr the t.0 babe ... 4YYipnlb elaWnllteWa /lr deoe mok,"Ishi and xMrimaMloeassewaaraleY4M /abmmaerWto bs kck a _, ypgl,payr dawnlribae bnk �t! 1M ew brbs oplmY eaWsbbkkearea XInc AM boeowbaeepmJ Vaa da tv Mkt. elect kPiotaruivae Zabel. d Waaxtlw Pmdurtr AOAY OP.Mf ,c a Feld4id Blvd, ebr4, Connerticvt 55-0 Fac A3fae-g514 `14 small]ats4aw email:adesOpoMokmm Mods blM u9A Web sea. vrxw.polylok.com A Great Design The Best GF10 filter d006114 just trap solids, its unique conical shape design allows unwented material to flow over the plates and fall back Into the tank The filter has a one-piece houe- irg made of impact resistant PVC - The GF10 filter plates are locked together with five ribs and two *actions or %, Schedule 40 PVC pipe. This unique configuration pro - Vida even Weight distribution and maximum strength. The GF101s rated at 2500 GPD and is available in 1/8", 1/16" and 1/32' filtration levels. The smallerfiltratlon levels ere [dew forrasidemlal settings and the 1/32' filtration can be used in most commercial applications including wastowmar treatment systems, grease traps, dog kennels or salons. BEST 10" FILTER The GF10 is known for, its strength. The heueing, aswell as the outlet were designed with durability In mind. To show Just how strong the filter Is. we Placed a 420 pound connate riser on top of the GF10 filter caw and con- nected It to a 4' Sch 46 p1pe. Tofurtherimpmvethe strength of this filter, our engineersredesigned the handle, making it even sturdier than the original design. r In -ground Gravity Management Plan IMPORTANT: The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wlsc. Admin. Code. Pursuant toSPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operatina Limits: Design Flow = O o gpd; BODa 5 220 mgL"'; TSS 5150 mgL''; FOG 5 30 mgL" Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) r o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution 1 drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e., pump recycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or late9W orifice plugging (measure lateral distal pressure — compare to design specification) o surface discharge of effluent or sewage back-up into structure served /may Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) ll� o Septic and dose tank(s 1 shall be pumped by a certified septage servicing operator licensed under s. 281,48 Wis. Stats. when the volume of solids in the tank(s) exceeds one -Mind (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc, Admin. Code. o Effluent fiiter(sl shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will allays be greater than 12 months. System maintenance reports shall be submitted to the proper local goverhment unit In accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: rr Name of individual or company: Phone: . )`1.5- 2-73 - 4y i-oralgovernment unit 7-0111AA Phone: 71S 396 '�68v Local gov9rrmentunit address: _ t(ato0.Aj W/ ZIP: 5—_0l� Any defective part of this systerrughall be repaired,.sepiaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Uylsc. Admin. Code. No product for chemical or physical restoration of the POIATS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of thisi'OWfS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and, approval. A failed in -ground dispersal component may be abandoned and replaced by a code -complying dispersal component in a pre-determined.area of suitable soils. SYstem Abandonment If use of this POWiS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. Owner/Buyer ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM E, Gf/ate✓, �rCJG— 0� Mailing Address & y Z Z �; /)15CU 12I erY -to 1v0 uj t ED' 17 Property Address (Verification required from Planning & Zoning Department for new construction.) City/State ►.l t-w 12 ( G*A4 o xJ P Parcel Identification Numbery 2 b — t 3 D b — DO LEGAL DESCRIPTION Q Property Location 5 1AJ'/o , 5 6 '/< , Sec. LV, T 30 N RL'9 W, Town of /t 14#WD t/D Subdivision 1� ot✓ L(166,0 u/ /tal i1 Cam- , Lot # -Z-(v . Certified Survey Map # Volume Page # Warranty Deed # I ! U 7 O Volume , Page # Spec house no Lot lines identifiable &e no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & 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. 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 Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. 1. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue pf a, warranty deed recorded in Register of Deeds Office. Number of bedrooms _ P��J!/�l_i 1 `\ o a Z/ fo / L 0 SIGNATURE OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) -corrR +t "oricN SCALE IS 112 AS SHOWN IF PRINTED ON i7X17 PAPER NOTE, Tns.e hmi^9.1r. ur picp.ny M r+eeuiw. uNLeae DTNEPoUIEE NOTED II •'1 Tlisy MI nol W ^Fr«fracl. rwY`un w u..d MR E/G, . L/D • M. ON AT EAVES fw eomfAal�l u' iUwf vltbn pwnlYlen l/A . M MTCN . IE• p AT EAV f i} P�' c°iT'l9K �^�- J/O, 1 14 n!G. D/O . W ON AT EAYM `•'`a LLwYvved w, Mj r�uK in r<�pylglw inns �•• f1.l If ON TYPICAL AT SAMM Il�I�I i d'°•✓ TRIN6 W w TO ADJIET NEEL NEKifRB ACCORDINGLY TO ALIGN FAeG" iS }�l�ilh s § - § i R. g :................-----------:.-...-•---------------•---•------- - ---------- . -_------------........ •._- ------------------------------------•--------------• a E:I ca FRONT ELEVATION = I OR ¢a •`°^""^"°�c`." SCALE IS 112 AS SHOWN IF PRINTED ON JjX17 PAPER 1 •SMRV YML SECTION YwN 6 ry O O I' Uroiwmswu� L T!!MI VGI.IIILM. MYt�IgtlLLS Asaem�wuoraio amen avc ewf.o.tiuwesom mrwasm FOUNDATION PLAN 6Cw•-�a. Ij-- FM.IBII BF. • 1lep W N 4 Q SCALE IS 112 AS SHOWN IF PRINTED ON 11X1E PAPER u I L! �Ilt!y,�l �tltlil�ll Yi• b• n. ern - ➢ uvu_w_no°n 8 frr ri #Yif IV_L� Y __________________ ,. L 1 • N • � 6 G 4 Y.• ll Y aw• _ i re ..r 0 coven® roncw 9 k w� u..l +mm�arerartuxo mb'aun.""°°`u ".ra�mmio.00vuw 'a'.7 9 i............. ............ I ,� n.""`iem ,eu."'noewammwlaame. 1'_�7R CD _ MAIN FLOOR PLAN Y • Y. .e N� Y +o rr Wa' .w' «• r.' �• BONE: 114•. 1W FW511 BE. •im -+ 6 J PREPARED FOR: SENNA CORPORATION 4940 VIKING DRIVE SUITE 608 EDINA. MN 55435 SURVEYOR: DOUG AS J. ZAHLER S h N LAND SURVEYING, INC 2920 ENLOE STREET HUDSON. W 54016 Ir SECTION 18 I50TH AVE."°' ------------ T15 EASEMENT - SEE EAS£M£Nr 336I 33'� COUNTY PLAT OF: T H E SEE SHEET 1 LOT 25 LOT 26 125.279 SO. FT. \ I \ LOT 27 i\ 2-378 ACRES HWE-923.3 : N\ 103.571 Sq. FT. DRALBO-928.2 ma EASEMENT EM ASN I j\ S/CN EASEMENT ' SEE EASEMENr Lis TABLE S" FOR -t DIMENWNS \ �' ri 1,--—751.10'--'1� / CN° / CN4 S88'O 52 W 18138 N \ —150TH AVENUE u �71�;--� °\O 11 y 1 ss. Z. N88'Or 152 E � Z 1725 DY31T unurr I, EASEMENT J lo.I I .......... �'II SIN LOT 28 DRAINAGE an; 2.264 ACRES fASFM£Nr 4 M 28,601 SO. FT. 1 LBO-928.2 _ -;,Q u'r33• GLENS OF W] LOCATED IN THE NEI/4 OF THE SEI/4, SE1/4, PART OF THE SWI/4 OF THE S: SEI/4 OF THE SEI/4 OF SECTION 18. ANI OF THE NEI/4 OF SECTION 19, ALL IN I RICHMOND, ST. CRODt UNTY, LOT 38 d s7 ° LOT 2.366 - / 103.073 / LBO-9 J31. Jy -S-?J 44 2p, �'s1< `uL71 LOT 36 AREA TO THREAD OF RIVER 4.3f ACRES AREA TO OHWM 4.13 ACRES LBO-932A Jp' H10E ualrY -y N8971Y7E A13 F �. —J52. SI' —1 _ _O .1-746;g3• — --—�Sd2'51.30'E 663•t �J \. 501, 60. -'-Kar LOT 35 4 AREA TO THREADOF 5� PoWN CR i a3At ACRES l / O ' A29 ACRES A* TO OHWW/ 'h, LBO-93ZO 4R ! ,, C P'i 1 vi"tu-1I)w PIPE •.�/VrtfLllaq'r•artP 51M. APPROVED JOINT W/C.T. PIPE OR PVC Combination S f� ti C.hVEN_T_PIPC ' (ROM DOOR, .,iIN00WOR F9C5H ALA INTAKE ���WFzz.toot 1 84FFLE Tank construction shall comply vith ILHR 83.15 and 83.20 .I c.Tank and ON AUD SPECIFICA i' VCUT CAP. i ..... � .v Cof.�Dutr i 7L :w \� 'PROVIDE I AIRTIGHT SEAL .. IA I 6 � I . I I PUMP 0 CONCRETE In QLOCK— WCATHCR FFaoF - JuNCTIDU Sox APPROVED LOCKING MANHOLE COVER "fl-rH N•+F+B-WIN6 LNSEL. .- Y'nlu. II I I APFROYED J014 Ii I N/C.l'. PIPE�P II ALARA ON OFF AGfiN c RISER EXIT PERMITi CD OUL`J IF TANK MANUFACTURER HAS SUCH APPROVAL 3' UDO INC SEPTIC c SPECIF&ATIOMS - DOSE ��®� T,nuK MAUUFACTURCR: lJUMDER OF DOSES: _PER DAy TAMK SIZE; I Z �O �OO GALLOWS 005C VOLUME / �( ,LARM MAUUFACTURCR: - KAPe Li_.t$ -1E a INCLUDING 6ACKFLOW:- (� I' ZGALLONS MODEL NUMBCR: 4_444' AUC* � CAPACITIE5: Ae ?�( WCHCS OK �(r/ 1�r- GALLONS SWITCH T9PC: 4 AP, 9 = 7-INCHES OR G(.LLOU5 PUMP MAUUFACTURCR: cd L� C=_ 1L_IUCHES OR [/Y_LZ pr �'rY�''ZiLL0U5 MODEL NUMEEA: '- ���� D=—SLINCHESORI.L.2.d)GALLOUS SWITCH TYPE: rl NOTE: PUMP AND ALARM ARE TO 6C MINIMUM'DISCHAgGE RATE - 5v GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFEKENC£ DETWCCU PUMP OFF AUO.OISTRIBUTIOU PIPEEET t mIINIIMUM NETWORK 5UPPLy PRESSURE .. , , , , , , , 19_ FEET + 19 FEET OF FORCE MINX�L F ,.t-LE:L_F/T✓o6FLFRICTIou FAETOR.. 46 • FEET TOTAL MAMIC. HEAD = As Per -manufacturer IV 00 /in FEET 715 386 6144 P.01 APR-12-2005 16:28 (I GOULD5 FERGUSON ENT HUDSON PUMPS APPLICATIONS Specially designed for the following uses: • Mound Systems • Effluent/Dosing Systems • law Pressure Pipe Systems- - • Basement Draining • Heavy Duty Sump/ Dewatering METERS FEET a 30 SPECIFICATIONS Pump — General; • Discharge: 1'h• NPT • Temperature: 1041(40•0 maximum, continuous when fully submerged. • Solids handling:'k" maximum sphere. • Automatic models Include a float switch. • Manual models avallable. • Pumping range: see performance chart or curve. PE31 Pump: • Maximum capacity: 53 GPM • Maximum head: 25' TDH PE41 Pump: • Maximum capacity: 61 GPM • Maximum head: 29' TDH PE51 Pump: • Maximum capadty: 70 GPM • Maximum head: 37' TDH Submersible ID Effluent Pump PE MOTOR General: • Single phase • 60 Hera • 115 and 230 volts • Bui ton thermal overload pro- tection with automatic reset • Class B Insulation. • 011 f lled design. • High strength carbon steel shaft. PE31 Motor • .33 HP, 3000 RPM • 115 Vohs • Shaded pole design FE41 Motor. • .40 HP, 3400 RPM • 115 and 230 volts • PSC design PE51 Motor. • .50 HP, 3400 RPM • 115 and 230 volts • P5C design x tea �► �� qI 00 10 20 30 40 0 2004 m w4ar T4chnoh•py. l� FH•c .*J M.2004 "421mi 60 70 GPM 80 10 1s CAPACRY FEATURES ■ Corrosion resistant construction. ■ Cast Iron body. ■ Thermoplastic impeller and cover, ■ Upper sleeve and lower heavy duty ball bearing construction. ■Motor is pemmanemiy lubricated for extended service We. ■ Powered for continuous operation. ■ All ratings are within the working limits of the motor. ■ Quick disconnect power cord, 20' standard length, heavy duty 16/3 SAW with 115 or 230 volt grounding plug. ■ Complete unit is heavy duty, portable and compact ■ Mechanical seal is carbon, ceramic BUNA and stainless steel ■ Stainless steel fasteners. AGENCY LISTINGS SA• C US Tested to U1778 and CSA 222108 Standards eYC•rwparS1 AL*At WOun Me #MAW GMLkk coops It Is090M eapla•red Goulds Pumps ITT Industries Vvisconsin SOIL EVALUATION REPORT #lszs Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8%: County x 11 inches in size. Plan must 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. Please print all information. Personal information you provide may be used foraafl /Qlaw, s. 5.tl4 (1) (m)). Rav BY / Dinte Sienna Corporation Govt. SW1/ SE114, S18, T30N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 4940 Milling Drive Suite 608 y 26 The Glens Of Willow River City State Zip Codi P ber Village ® Town Nearest Road Minneapolis I MN 1.55435 Richmond I 95Th St. New Construction Use: F" Residential / Number of bedrooms 3 Code derived design Row rate 450 GPD _ _ Replacement ❑ Public or commercial - Describe: Parent material Outwash _ - _ _ Flood plain elevation, if applicable na R. General comments and recommendationsArea is suitable for a conventional system with a 0.7 apd/sgft rating. Possible system elevation for Area 1 is (step trenches) high trench 91.80', low trench 90.89- AG4i. 87. 69 _. ❑ Boring Boring# ® PR Ground surface elev. 96.27 R. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sr- Sh. •ER#1 •6111112 1 0-10 10yr3/2 none 51 2fsbk n* as 2vf .6 1.0 2 10-25 7.5yr4/6 none Sid 2fsbk mfr gw Ivf .4 .6 3 25-30 10yr4/4 none Sil 2msbk mfr gw lvf .6 .8 q 10yr4/6 none grsl 2msbk mvfr CS .6 1.0 5 Z115 10yr6/4 none grs Osg ml — 7 1.6 r !•�0 n � . Z ❑ Boring # Borng Ground 95.87 Pit surface elev. ft. Depth to limiting factor 115+ in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure ConsistenceBoundary Roots GPD/R' m- Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •ER#1 'ER#2 1 0.9 10yr3/2 none sl 2fsbk IT* as 2vf .6 1.0 2 9-17 10yi 4/4 forte 9d 3nnsbk mfr gw Lvf .4 .6 3 17-24 10yr4/6 none A 2msbk MVfr cs lvf .6 1.0 4 24-115 10yr5/6 none grs Osg ml — .7 1.6 44 , 3•wI c r_muem si = tsuu? au < <eu mgrt. and 155 >30 < 150 mgfL • Effluent #2 = BODs < 30 mgfL and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Adder Schmitt Soil Testing, Inc. or Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/20/2006 715-247-2941 SaD.8330 (R07/00) Z f Property Owner Sienna Corporation parcel ID # 26 Page 2 of 3 Boring # Boring Z Pit Ground surface elev. 92.09 R Depth to limiting factor 112+ in. 61 Application Rate JDominant Horizon Depth in. Color Munsell Redox Description Qu. Sz. Cont Color Texture Structure Gr. Sz. Sh. Consistences Boundary Roots GPDRP *EW 'M 1 0-10 10yr3/3 none sl 2f5bk mfr as 2vf .6 1.0 2 10-34 10y14/4 none sd 2fsbk rrlfr Cw lvf .4 .6 3 34-49 7.SyrS/6 none groos Osg ml CS .7 1.6 4 49-112 10yr5/6 none Cos Osg ml — .7 1.6 rl V0 -P! ❑ Boring ❑ Boring pd Ground surface elev. _... ft. Depth to limiting factor is Soil Application Ram Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDMF •EM" •E1pr2 ❑ Boring 8 Boring Pit Ground surface elev. ft. Depth to limiting factor in. SaI Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDMt2 *ER#1 •EYAB2 *Effluent #1 = BO05- 30 < 220 mg& and TSS >30 < 150 mgfL * Effluent #2 = BODs < 30 mg/L and TSS <30 rrg/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. 3a61730OLMM) S1 asar Team tic Page -3 of -3 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Thomas I Schmitt, CST 227429 Address: 1595 72nd St. City, State, Zip: New Richmond, WL 54017 Phone:715-247-2941 ,, Subd.Name: Signature �-1 Lot No.: Date: 2/ .20 1 06 Legal Description: lA Backhoe pit Township, County: Sienna Corporation 4940 Viking Drive Suite 608 Minneapolis, MN 55435 The Glens of Willow River —4� SW 1/4 SE1/4 S18 T30N R18W Richmond, St. Croix A Bench Mark El. 100.00' Top of 2" pvc pipe / 1 A Alternate Bench Mark EL R2 3S— Top of "Sree //><Co,wc.e /ice t? h / Co ��/ Slope-- // 5a Contour Line El. IYA Scale 1 " = 40' Contour Line Length 4W This Soil and Site Evaluation was completed to fulfill a zoning requirement It may or may nut be in a location suitable for }ou use.