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HomeMy WebLinkAbout030-2153-08-000 Gonnty St. Croix PRIVATE SEWAGE SYSTEM Sar,, YPent No. Slip", ona ss in nq .AV's 91 INSPECTION REPORT 605086 (AT I ACH TO PT WAIT) SCea Plan ID No. 3101687 GENERALINFORMATION rr r L S, u,,,., u~rna. n-c'ma)ion,oupn dt' nta',U d'c svr^7a'Y pun,C5e5 r Va ~:1 Tan No. Gr'v a:r~e 030-2153-08-000 P:--,~~mlrer, Na-'r TO OF SQIN' :.JOSEPH Charles & Susana Shaklee !ar No :St Hr,l ue„ nsp sM flu:,. BM Des'.,aion , rrt .)'-t 20.30.19.3078 ELEVATI N DATA ELEV TANK INFORMATION CA \CITY STATION p( Bs HI - FS - 1v1ANUFACTUREH ~}f~ r oc L) ' TYPO Hencnmanc S 0 2 105, 100. 0 'SLR= (1 All. BM Dosing U~ •US~L~ C' . I7 Btdg. Se•.ve( . 3 rl Ill _ AV- e ' SliHt C)atlet - TANK SETBACK INFORMATION lNFLL BLDG. t f Al h'Aake OAD DI Inlet rANK TU I P1 D. Bottom 90 ELI I Septic I . •~C~' / C. Hea r' an Dosing Blst. :pe c l Aeratior Be-, System Holding final Grade PUMPISIPHON INFORMATION Dematll ) St Cover manufaciver GPM114ti Q onfov2- Model Number Ft :item Head T H TDH Lrfl~ , JC) Friclton t o ) ~Z) I , •;eo' Folcema.r, Leryth , Dia it i) , trr N ~ _ NU 91 ~~rr_rnDnur~ SOIL ABSORPTION SYSTEM 10N5 No O, l 1,i,'J.1AV lrr_ones PIT DIMEf~5. ENCH ' Lc'i~'~hT I DI EN D f, ~II /t L DIMENSIONS I AKF7STHCAf LEACHING A~3-u'aUUr Ur O SETBACK SYST[ P,1 TO PA BLDG WELL CHAMBER ON INFORMATION UNIT I:.oCd Number. ( ~1 y) 'den ',A, I,take DISTRI TlON SY T M NI r Lv 4 L Hec HeeSCaen'g rl t e,r. ~I„rt/ I ? 1-, 11 19 )f) Da.' Spar n9 _ X ctn D i~11L_ r• tn_~~ tH14 OVER x Pressure Systems Only I Mound Or At-Grade Systems Only ~ xx tTkl c~ Depl'l x SIPf: JAS Jd'%P.G lJ Irps:, ! , hyes No (J lPSpeC! Or A2 COMMENTS: discrepancies persons present, etc.;. Inspection ai:3' I L7 D~' Pt oN (ipr ` location: 1484 .8TH 9,t OLt All Bm Description 2. i Bldg sewer length amount or cave'- 7'-1Z'• L' ' lcv~~ urv 1 . ~ r Plan rea's'on Regui'etl') Yes Na rr,•I N. to s S 4nat.~,e use other side fo, additoral ,nfermatio,.. - Dar= not 1111 ne♦ _ Industry Services Division 1400 t Washington Ave \,Inil:.n 1'crnwt \un+ber it,, be filled in by Co l D~, n 1 I N.O. Box 7162 Madison. WI 53707-7162 i..m,ution Number Saraita,.1 omit application - - M SLi uJe. euhnn, n tlhis loon a um apps, pratee roman-Inv In acuadan4< vr~htiY?r 1&i': G"y - I- ~I I I \aidreu lil diflnem Ihwt mailing :IJdres,l d ~I}} rim. a>+mt In om t \ol \pp is +li', ma I'll aal -rrwncJ VIM lS uu aubnu r d to r rcyuire l die Pcp tlnlcnl o1 Satue on d 1'r Ic"ional soro eee ['010113 n mmanOU you purv idc may In nuA Conu;mda Vo 48' %v ect par inacc :lda,nc with :h1 I nsna law. 1041U.nlt.\t` L_Arpllc Dion Informatl 1 lease Print All Information Parcel u 1'r. pe h lw sr' \ ntm I 1 ~ ? hi-(IR-i )III - - chn..ce.l hl'I:.A S.;ran.l - Propcrh Location I'ropcnp ()OOCI Niailine, AddKSs :135 ,colcri Ave-aw I l io%l. 1.01 ~Phune SunIDcr I SN ' NI: S'. Scolion 211 Zip Code le one) rCl p Slaw Sulhvata. NIN sgp%2 _ 1 )u N k In L' o A4' 17 y'pe of Building (check all that apply) - - ~SnhJivisum Nana Q I ui I :+tr.ily Ihscl6n~ NomKf nl Bedrooms 1 n. uccr Ridge ok El lilock - - - - - - l ubli:!l'OmmcrciUl Us~cnhc l.;e J`41~1 ❑ (tl% OC o~, 11 It _ _ - E] malc uw11al - Dcscnhc Lis. _ _ `4~- 10%0 Of I t'i\1 \unlLa I © Talw of SI. Joseph ~II. Ty m o _ ' Check on Iv one box on -line_1 (.omplclc line 11 if applicable) _ - Tw- - ❑ Ut cr \;c~hhcation lu Existing SV,lcnl Icxpl:u:'.',\ Nl'w Sssicm ❑ kcplacColcnt Seatem I ❑ I rvU ::cat li IJmt l Led, l2a piaccnlcnl (filly ❑ ❑ I'cnm, liaawa' I ❑ I em•.it fr•+nsl'el ;o New ' I.:I f Ica nc I mail Numh l 11111 Datc IsslmJ li. Pcma R f h:wgc of )ca ncr M1O{II%t R5,201% [let ne f I IN Tvpe of PUN 7 S Sadao ontponenUDevice lC hack all that ap )I\) - - - - r, > '-1 n1, e t smlable a+ ❑ Nlaund '.4 m. ol'sunnblc (,It L r d N1mud \e n-I'm»aw d ImGrounJ 0 Ple,,ulved In a tuund mat J 1 I Ware I ark -1 Uthu Ili p d l n+pt uenl leap(un, N [Illrersal l teat cat 1rca Infonnano - A.l0o e I, U Ile n n \,.il \ Lh„ nn illspcr,at :V..a 4c4uircJ sl; !>ic .coal Aayl I Osid n Iwaenl YlcaaUon J /,u....v'~ F nl 1 1 RNU _i)d`Il ~ ~ ,r r I. Tank Info t paeap in I s 3 I tllons l otal N7 motndurcr (,allons I C'nos ~ac !q5 = J `r ' 'f I a -I I:n,A, -Exitiun-fsrs- - - (l,~,ff- 7L T TI ' [4po Or iioldmp. -la:a. 11-rfnl _ I _ I Q _~❑~❑1~' III Ing Clxrtdc: NOW In NIC,+I(Om'i ttt - \ 11 Respona6ilil, Statement- i, the underieoed, a,sunrr respun Ihlhn' ti r iostallalun A the PI)N'l S shown nn the ntlachrd plans \SPS1PI2SNunJ. r Bu jam %Phone Numher Plumha ,Name IPriw. 11 h _nalu,c i Ihtmher•s Addrs INOW.(.111"late Zip C'oJe) 616 1 ~0" Svc. Somcr el. A1' l 5102y - III- nnN?UP-+rtillent Ilse Only _ --i ~Penrit FCC T!>:nc uc hsuinc eat S+gu;m _ - 71 -.\p plowd L I,e' I,ea., n by denial $ L \O /~C 1 I\. Condil~t~+(t~UF~R fij4'~M~aRke +svns for Disapproval Jr) 1 Sep('^-lark e(Ic<n:rifle n1 ) (fin ,•~s/~5 i anp call t I ad he s _ I r'1 Zl M Pln sr mar ayemen'. pI Q-rt- / A ~ ~,pD I!(J a Or, not l" than X 17 a 11 inche, to mre \uaah n~ cungJatr plum f., Olt, ,>O.m 0. snhq,il h, the ('ovnn n tdy.-A m SYSTEM PLOT PLAN Cksidn -lav: 6UU pun nnvday Project Name: Shaklee 4 Bedroom Mound Attach de.sryr flrnv calutlations for leC Address 1464 4 4tl Stree.• _ commer:Aa'. plans. r SMt Symbol. A BM Elevation. 10(.' 00 Pipe Matenals: ASTM Standard Scale: 1" = 60' BR^ 7esa'iption. TOP o• PVC pipe Tables 364_3(:3 b 364.305 I e 60 9C .20 ` r-.- BM2 SymboC BM Flevation 99.15 14' ~_n 4C PV;, AS-IA 02665 _ 2' S 40 PVC ASl'M u17e5 BM Desmipl!orr T0D of 2" PVC Piw 5 SCH 4! F5-'.'A t:'75G Slope Gradient nt Tested Area. Vael' Symboi (it apoliCablM Notes'. Note:: See next page fpr complete plat 20.31'x83.93' Mound 10% r - / w; 3.25'X 70' Geomat cell slope I - - Contour Line El. 98.90' 30'2" SCH 40 PVC Force main 96' s 1200/800 Septic/Dose Ta r 98.,E /BB2 i C 100' Bedroo Drive use arag / I Well I I / i Page 12 DIVISION OF INDUSTRY SFRVICCS 3824 CRF FKSIDF I.N HOLb1EN WI M636-9466 0 S _ Contact Through Relay P S http ttdsps wi gov:programsmid.rst' -serarns •.vwv:. vnscons r. goav Scott Walker, Governor Laura Gutierrez. Secretary September 21. 2018 CIISI ID No _ 223 160 .-11'1A-;'l)11'7-SA:,,,,;:,,•„t .IOI IN F SCI I\1I-I I /ONING OFFI( F S( 11\111 1' & SUNS LX(.?\VA I ING ST CROIX COUNTY SPIA Mt, 15011 AAT 1101 CARV11C'IIAI'1, RD SUA41 RS1 1 WI 54025-6920 III!DSON WI ;4016-77tIS CONDITIONAL APPROVAL PLAN APPROVAL LXPIRLS: 091'_V2020 SITE,: IJcntitirrtion Nwnbcn Charlcs and Susana Shaklee Tramaelion IU No. 3157995 1.164 4K 111 St Site 11) No. 845982 l k)\% 1) of Saint Joseph Please refer to both identification numbers. St Croix ('ounty above, in all correspondence with the agency. SW 1!•1, NL V`1. S20, T30A, R I9W - - FOR: Description: Four Bedroom GcoMat Mound System `Slopintt site REVISION Object "fypc- POW I'S Compormil Manual Re,ulaled object 11) No.: 1961666 Maimenance rcquired: 000 GPD Elms rate; 2; in Soil minimum depth to limitine laclor Thom ori;inal _~radc•: Syslc•nU>I: GeoMat Mound Component M11anual, (lidilian L'01'1, Pressure Distribution Conysonent \Lmual - Ver.2.0, SBD-107,06-1) (N 0101, R. 10!121. I Ullnent filter The Subutitttal described above has been reviewed for contormance with applicable AVisconsin Administrative (.'ode; and Wisconsin Statutes. I lie submittal has been CONDI I IONA1: LY APPRO\`LD. The approved chmr`cs i,% ill become an addendum to Ihs: plans d)al evel e previou,ly approved un ; `'I l8 under Tr osnet_iun ID No 31 a I6?R. phis svstenl is to be c01114klMd and lo: a<cl in accul l mce wish the emloxd approved plans and with any CO RO component ma)mdfs) rclcrcnccd above the owner as defined in chapter 101.OI(10), 14ISnauin Statutes. is P responsible for compliance with all code ICLIMIentents. P $A SPI No person may engage in of work at plumbing in the state unless licensed to do so by the Dcparnnem per s.145.06, 0 OFON a,:ts. PROF pF 1N0 I he tollowim-, conditions Shall he met during colutruction or installation and prior to occupancy or use: Uw~~ION Reminders - • A Sanitary permit mint be obtained tram the county where thls project is localcd in accordance with the requirements of Sec. W5.19. \\'is. Slals. Stiff G Inspection of du private sc,sa,c svslom installation is required. Arrum me ils for inspection shall be made with the designated county otlicial in accordance with the provisions of See. 145.20(2)Id). is. Stats. • I he area within 13' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic. excavation or soil compaction is prohibited in the: area. • A copv of the approved plans. pecif icaiious and this micr shall be on-site durim,, construction and open to inx+sction by authorised represenuuivcs ofthc Deparlmcul, which may include local inspectors. Owner Responsibilities The current owner. and each subsequent owner, shall receive a copy of this letter including instructions relating to proper oW and mainlcnancc of the cN 4cnt. Owners shall receive a copy o(Ihe appropriate operation and maintenance manual Aid 01 owner's nruwta for the POWTS described in ill], approval ~ 1271 IPJI ]I IIP:I'.Il Psro_ '1 "01X • The mtier ofa POW IS shall be respousiblc Ior cuwrm- that the operation and maintenance or the 110 WTS occurs in accordance w ilh Ibis chapter and the appnwed management plan under c SI'S 383.54(1). • In the event this soil absorption system or any of its component parts molfunclions so ❑s m create a health hazard. lire property owner must rollow the contingency plan as described in the appro%ed plan.. The owner is responsible nix subntimmn a maimenancc verification report acceptable to the county lix maintenance hacking purposes. Reports shall be submitted at intervals appropriate for the eomponenl(s) utilized to the POW I'S. In granting this approval the Division of Industry 'Services reserves the right to require changes or, additions should conditions arise making there necessary for code compliance. As per state stars 101,11(0, nothing in this review shall relie%c the designer of the responsibility for designing a safe building, structure, or component. Inquiries concernin_ this correspondence may be made to me at the telephone number listed below, or at the address oil this letterhead. I Tie above left addressee shall provide a copy of ibis letter and the POW FS mana5emenl plan to the owner and any others who are responsible for the installation, operation or maintenance of the I'Mk IS. Sim ere ly'. I cc Required $ 85.00 This Anwunt Will Be Invoiced. N hen You Receive That Invoice. Gerard \I \w'Inl Plclse Include a Cope \4'ith Your Paynnent Subnniual. POW IS Plan Reviewer. Division M Industrg Services \1'iSMAK f code: 7633 i6o,0789-7892. Mon- 1-ri. 7:1> a-nn --I-m" p.m, jk,rl V.~\V lllllif'55'LIFOV c: Pdwin ;A I aylor, 11'aslc5salcr Specialist. (71 s1 6,4-',4S4. Mon Ill, 8 .0t'I A_M_ - I ~0 P NI, GeoMat MOUND AND PRESSURE DISTRIBUTION C ONENT DESIGN INDEX AND TITLE PAGE Owner Info Project Name. Shaklee 4 Bedroom Mound Owner's Name: Charles & Susana Shaklee Owner's Address. 1135 Settlers Avenue Stillwater MN, 55082 Property Info Property Address: 1464 48th Street Somerset, WI 54025 Legal Description: SW NE S 20 T 30 N R 19 Township St Joseph County: St. Croix _ SE ES Subdivision Name: Pioneer Ridge oR Lot Number: 8 Block Number: CSM#. r Parcel I.D. Number: 030-2153-08-001, 030-2153-08-000 vENrrE Plan Transaction No. Index Pages Page 1 Index and title Page 9 Tank cross sections Page 2 Data entry Page 10 Fill Filter Info Page 3 GeoMat mound drawings Page 11 Pressure Filter Info Page 4 Lateral and dose tank Page 12 Plot Plan Page 5 Distribution media Page 13 Complete Plot Plan Page 6 System maintenance specifications Page 14 Maintenance Agreement Page 7 Management and contingency plan Page 15 Warranty Deed - Page 8 Pump curve and specifications Page 16 CSM John Schmitt License Number 223760 Date: 09102/18 Phone Number: 715-760-0486 Signature: 141 11 LC11# Designer S mp: State of Wisconsin Approval Stamp: Designed Pt,rsuant to the Synergy Systems L.L.C.. GeoMat Mound Component Manual (Edition 1, 2017), (N. 4117) SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01181) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R 10/12) GeoMat Mound Edition 1, 2017 Page 1 of 16 Mound and Pressure Distribution Component Design Dr°:ion'NurDShcet Site Information R Residential or Commercial Design ISD Required? 400.00 Es:in,ated Wastewater Flow (gpd) 1.50 Peak,ng Factor (e.g. 1.5 = 150%) G00 00 Design Flow (gpd) 10.00 51te &ope f%) 98.90 Installation Contour Line Elevation (ft) 23.00 Depth to Limiting Factor (In) 0.60 In-situ Soil Application Rate (gpcle) 80.00 Contour Length Available (ft) Distribution Cell Information 6.50 CeI Width (ft) J ` s 60.00 Designer Input Cell Length (ft) 2.00 Dispersal Cell Design Loading Rate (gpd1W) 60.00 Dispersal Cell Length Required 00 2 Influent Wastewater Quality D or 2) Pressure Distribution Information C Center or End Manifold Are the laterals the highest point 4 Number of Laterals in the distribution Y d 25 Lateral Spacing (ft) network? 4.89 F or cernain Drainback (gal) If N above, enter the elevation (ft)--_ 0.50 Forcemain Filter Loss (ft) of the highest point. _ 2.00 Forcemain Diameter (in) - 30.00 Fnrc-ernain I. ength (e) Does the forcemain drain back?F Y_ _ 90.00 Inside Pump Tank Elevation (ft) 0.188 Orifice Diameter (in) (e.g. 0.25) 2.00 ~1nd Orifice Spacing (ft) = 6 50 Oenfice 3 25', System Head (ft) x 1.3 Friction Loss (ft) -U3253122 Vertical Lift (ft) Total Dynamic Head (ft) 5x Void Volume (gal) Minimum Dose Volume (gal) System Demand (gpm) Diameter Selection Lateral Diameter Selection Manifold Diameter Selection in. dia o tions choice in. dia options choice 0. 115 1.25 1.00 1.50 x _ x _ i-25 x x 3.OU 1 50 x - 2 00 x 3.00 x Manufacturer Information Treatment Tank Information Effluent Filter Information 1200.00 Septic Tank Capacity (gal) Pulylok Inc./Zabel Fitter Manufacturer Wieser Concrete Products. Inc i Manufacturer 3014 5251/16-1U 10,000 GPD 'Filter Model Number Dose Tank Information Gallonslinch Calculator l opfi r. n:.l i 800 00 Dose Tank Capacity (gal) i Total Tank Capacity (gal) 22.24 Dose Tank Volume (gallin) Total Working Liquid Depth (in) Wieser Concrete Products, Inc. Manufacturer gallin (enter result in cell DoseTankVolurne) Project. Shaklee 4 Bedroom Mound Page 2 Mound Plan View -T 3 J Observation Pipe - - 1 K A W~-_ I a L Mound Component Dimensions A 6 50 k E 8 80 in H 1.00 ft K 7.85 ft B 60.00 k F 14 50 in" 1 10.46 ft L 75.70 ft D 100in G 0.50 ft J 4.13ft W 21.10ft 390.00 (k2) Dispersal Cell Area 1017.86 (ff) Basal Area Available 10-00 (gpolk) Linear Loading Rate 6.00 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View GeoMat Dispersal Area Observation Pipe 12" ASTM C 33 sand as GeoMat Distribution Cell required for Geo Mat GeoMat + 12' ASTM G33 sand component tl G 101.19 Finish Grade - Cover Material /~D asr ~ OyO gpg- i,ateral invert Elevation F 1 ('i" 0tk Dispersal Cell E 0 Slope 10.0 / Elevation - -Contour Elevation 98.90 Tilled Area In situ soil Forcemain CO tiro In situ soil / Shading Key I Topsoil cap C~ Subsoil Cap t ASTM C 33 sand (F) Imo( .l ASTM C 33 sand (D) c L-~ Tilled Layer / 6 Get) Mat See details on page 4 for number, size, and spacing of laterals. Project: Shaklee 4 Bedroom Mound Page 3 ?+Y, 4~? :Centel Connection Lateral Layout Diagram /I atera1% are idenGral Force main connection via lee or , - =0 All orifices point down • = Into up w/ball valve or cleanmd plug, S lateral &(0rcemainof PVr Sch40per I_,•_I~-. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2-00 It Lateral Length (P) 29.00 It Orifices per Lateral 15 Lateral End (Z) NA fl Orifice Density 6.50 ft~rorifice Lateral Spacing (S) 3.25 ft Manifold Length 3.25 fl Lateral Flow Rate 9.83 gpm Manifold Diameter 1.50 in System Flow Rate 39.32 gpm Forcemain Velocity 4.02 ftlsec L: ki~rd.o o, .nW ,..uc, tlpM :;al r,,r,.,rnl hr. I . ,..m I eS Ib Uurpnurct ^I ' ' rorcematn Oiamnlm II! 2 in. - &ac I I ~ ~ J'. I I ,I,7 Sint Iechlilter STF IOU 1776 ~Ilua e:ur:nar,n.~! I.. nr On l I,nv i Lamp Ull' I iouN Pump dr elevation A e.. 91.00 tilit, u ! _ Dose tank elevelan (fl) 9000 Uimension Inches Gallons Wieser Concrete Products. Inc. A 19-36 430.53 Capacity 800.00 © 2.(N) 44 48 Volume 22.24 gallinch C 2.61 58.11 U 12.00 266.86 Total 35.97 600 00 Filter Manufacturer SrV Tech filter Filter Model Number S I F 100 1116 U Narrn Manufacturer SJE Rhombus ~ Alarm Model Number 1036378 _ w I.L) Pump Manufacturer Zoeller Com_pan 0n Pump Model Number 98 LL! Pump Must Deliver 39.32 gpm at 13.77 tt TDH UJ U) Note Switches contaning mercury may rot be used in this system. 0 Project Shaklee 4 Bedroom Mound Page 4 of 16 Z GeoMat Distribution Cell Media Layout 6.50 Cell Width (R) L_I- Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements 'Component Legend C Distribution Pipe With Pressure Lateral W Orifice Shield Turnup Enclosure - - - - - Pressure Lateral GeoMat is covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 6.50 Cell Width • A (ft) 6DA0 Cell Length - B (ft) Center Connection Laterai Layout Diagram r .t r-Ai-r^-r -r fir'-r 4-r+r4 ri ri-t'-' M-lir .-^~-•+.'~~~'*~i ^rr~ rr+^^~+.M1r 9.1111111 Typical BispOrsail e uMV v,.u 1.?A IAA e7Sm1 . u I ' inuai iu>_T e on Pipes WOW RPM. V Shading Key r--= Topsoil Cap U) U J 2 Subsoil Cap U 3 177= ASTM C 33 sand (F) q ASTM C33 sand (D) M ,rY Nil S C~ Tilled Layer LLJ LLl 6 ~ Geo Mat W t~ 7C41Ei. ~9Ca.17Q7LLU'. Ui See details on page 4 to number, size. and spacing of laterals Project. Shaklee 4 Bedroom Mound Page 5 of 16 Z Mound System Management Plan Pursuant to SIPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wrs. Adm. Code. and shall maintained in accordance with is, component manuals (Ny01Systems L.L.C.. Goomat Mound 101) and SSWMP Publication 9 6~ 01 81)( and local of state 1rules pertain rig to system maintenance and maintenance reporting, Septic antl pump tank abandonment shall be in accordance with SPS 383.33. Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected ter water tightness and soundness. Access openings used for service and assessment snail oe sealed watertight upon the completion of service. Any opening deemed unsourd, defective, or sub)ecl to `allure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component, e tic Tank The septic lank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats, The contents of the septic tank shall be disposed of in accordance with NR 113. Wis. Adm, Code. The operating condition of the septic lank and outlet filter shall be assessed at least once every 3 years by Inspection. he outlet filtr shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the lank that may s,uugh off the filter when removed from its enclosure. If the filter is equipped with an alarm, the fJter shall be serviced if the alarm is activated continuously. Irtermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume o the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner as to when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enbance septic tank performance is generally not required. However, if such products are used they shall be approved for septic :ark use by the Wisconsin Department of Comme•oe. Pump Tank The dosing (pump) tank shag be inspected at least once every 3 years All switches. alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the taw t snail be inspected and serviceo as necessary. lithe force main has a weep hole, it should be noted if it is functional during pump operation. and if not, it should be cleaner *-**No one should ever ontera septic or dose tank since dangerous gases may be present that could cause death."" Mound and Pressure Distribution System No trees or shrubs should be planted on the mound Plantings may be made around the mound's perimeter. and the mound shall be seeped and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter vaA promote frost penetration Cold weather installations (October-Februaryl dictate that the mound be heavily muened as protection from freenng. Influent quality into the mound system may not exceed 220 mgiL BOD;, 160 mgiL TSS, and 30 nri FOG for septic lank effluent or 30 mgiL BODs, 30 mgiL TSS, 10 mgiL FOG, and 10" cfu+100 mL for hignly treated effluent. Inf cent "ow may not exceed maximum design Bow sceerfied in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it !s recommended that each lateral be flushed of accumulated solids at least once every 3 years, When a pressure test is performed it should be compared to the initial test when the system was installed to determine if office clogging has occurred and if orifice cleaning is required to maintain equal distribution within to dispersal cell Observation pipes within the dispersal cell shall be checked for effluent ponding. Pending levels shall be reported to the owner, an any levels above 4 Inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating cond'tion. - If the dosing lang. pump, pump controls. alarm or related wiring becomes defective the defective component(s) shah be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, '.t will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Page 7 Project: Shaklee 4 Bedroom Mound PRODUCT SPECIFICATIONS Horse Power 1!2 Voltage 1'.S or 230 cc Phase 1 Ph 7B' ra O 198 mm) !159 59 mm) Hertz ED liz 4-50 O C RPM 7725 (1'7m0 C lypa Permanent split capacitor Insulation Class 13 Amps 4.1 - q.4 3-7V (98 mm) J. c- Operation AummatSc or nonautomatic r Auto OwOff Points 9-1:2' 124 cm) ! 3' R 6 cml Discharge Size 1 17 N'PT 41102 mml hc.. ___C9 So:ids Handling 112' !13 mmi aphnnr.N aonds -'3 - - J nJ C Cord Length 15 15 m' s;:mJar<1 C Cord Type UL limed 1.12' NPF d Max. Heed 23' 17 m} Max. Flow Rate 72 GPM 1273 LPM) ' Max. Operating Temp. 130°r:'A'C! _ Cooling Chi fiiled Motor Prntertior. Auto renet Ihnnnnl nverl.ad Cap Cast non Motor Housmg Cast iron 12-116' Puree Housmg Cast iron (306 mm{ Base Casl iron (J 'I I ._I Q Upper Roaring Oil-fed test iron /--1 ' 621!!2' (118 mml Lower Rearmil Oit-fed cast iron ysa ,•y; W Meohar.w.l Seels Carhun,eel,.wamic - LL-1) r It, Q Ing>oller-vile Non clogging vortex s¢noz Impeller Engineered plastic Hardwnm Stainlaas Stmt Mmor ShnO AISI 1215 cold rolled ffieel Gasret Neoprene of of Z L PUMP PERFORMANCE CURVE I MODEL 98 25- 6 u3 23 x a 15 z n 4- ~70 - 2 5 0 10 20 30 40 50 60 70 80 GALLON 8~y @ LITERS 17 80 160 240 rr.nonu ,.:!anon seamy FLOW PER MINUTE ov'r" MN: b 'A S:nINI"ILiM'.:1 Copyright 2017 Zoeller" Co. All rights reserved. 502-778-2731 1800-928-7807 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoellerpumpS.com Page 8 abae/xt(ar~ aw ac;~g -;ZS-FOR °z ~ OSL45 lN. 'YOGN 3101r 11 L`l a,N.H S~' 9tL£N. aroa-LSO a ~vn o0 00 on fro lVf1NHYV 3LLd3S w ~N 313U9U09 b3S31m NGOd-3NA ,0-.l=.b 31V0$ naH AS wnvau 21{Y-009/OOl ld1M ❑ I W w ~ J 1 H Q J M0 a M 0: J V) CL N a m q J W U^ a Z a0~ a~ 0. w o r3 U1Q ..I ..I W 7 :2 a WI- o° mob= w a< ~m a H O a m ~cc z < wN 0m 0%< zZ iR 0 Wmr 1Z 3 LL a L G O V OJ ~J <~5 JJ 4 U U:j O Q a 0 W 0m 8< a as N F a 0 a d o O Q a oo No m(n Ww 00 wZ Z Y ❑ °a a J o (n < (n 0 Z O °O <n2 06 t Wa<Ww ° a0OM-: F 00 LL- O O¢ N r e~ N VI ~U N~<°~ kWI=14 1.{{Na vwc~ 0cz5 zo ~2 C3 W U M~..v r o=1h~m°FrOFN^ o~Fa wW l-,6 UW 0a V w r- V) IN C/) M.. 6i 1~ ~'-Jr < 3Mwy 0ZpW 6 N W(3) pj aY °aoo<`cj WZo,oµµ_I <ao<~o 0 0 <00 °LL -1 0 Z Z;mC.J22~*m 73 r F- O Y &lilsi N z 6 W J O a OJ r IQ-' p w Z Z zi VI I a 1~ WI ~ a z =~_"6f I a z o a v ~ a - L--...~ z W / O i I I I° :M I ,L. w I'1 I( I I w II I ll ~ I N II ii it I ~I I a ,..1 II a rl I o~ es 'I X Q Y < W N I( I ~ o W ~ Z „14 W 1 Z (1038 I I - Z a Page 9 Amm~iansMFtaaf - ,e ~r(-',I The P1,525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class It has 525 linear feet of 1/16" filtration slots. Like the Polylok PI: 122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. _ Alarm Switch Rated for 10,000 (;PD (gallons per day). - (optional) j0,000_GPD 525 linear feet of 1/ to" filtration. Accept. r' PVC Accepts 4" and 6„ SCHD 40 pipe. Extension Handle Built in gas deflector. -^a Automatic shut-off ball when filter is removed. Rated fur Alarm accessibility. i -t:, tu,axlc:re Accepts PVC. extension handle. . -525 Linear 1`1 Ideal for residential and wmmenial waste flows up to of l; 16" 10,000 gallons per day (GPD). Filtraliun Slots 1. Locate the outlet of the septic tanilc. 2. Remove the tank cover and pump tank if necessary. Atxrl,ls t" k n" • 3. Clue the filter housing to the 4" or 6" outlet pipe. If SCHD au pipe the filter is not centered under the access opening use a Polylok Gxtend & Lok cur piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. 5. Replace and secure the septic tank cover. NSFfANSI standani The P1.-525 Ftfluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filler Gas Deflcrtur needs servicing. Servicing should be done by a certified Automatic septic tank pumper or installer. Shut-Off Ball 1. Locate the outlet of the septic tank, 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when titter is removed. 1 ` 4. Pull PI: 525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making Easily install, sore the filh-r is properly aligned and aimpleieJy irur'rte.d. polylok, Label & tics) filters accept the SmaaFittenx switchand alarm. into em,ling tanks. 7. Replace and secure septic tank rover. Polylok. Inc. 3 Fairfield Blvd. Wallingford, C 06492 Tull Free: 877.7659565 Far: 203.284.8514 www.polvlok.com page 10 PRESSURE FILTER INSTALLATION & SERVICE INSTRUCTIONS FILTER 1415 I exumur 17rivo Tull h ee 889-79-L3290 01lu 231-182- 1020 Boyne City, N41 * 12 1-:x231-58-1 7324 l+inail d. INSTALLATION: When installing an STF-100, screw filter into discharge port of any pump that has a 2" National Pipe Thread. Pumps with a smaller discharge port may be adapted to fit. When installing an STF-100A2 a tailpiece and male adapter will need to be added to the inlet end of the filter (end opposite of the cap) to the desired height and a 2" union will need to be added to the outlet end (the end closest to the cap & on the side of the filter). Always install the filters in a position where they can be easily serviced. "`Always use caution when starting threads to avoid cross threading". Plumb force main into the 2" sch 80 PVC union. "We recommend that the union remain together during gluing to insure that glue or cleaner does not ruin O-ring or sealing surface" SERVICE: Service of filter screen is dependent on usage as every system is unique. For most residential systems we recommend inspecting the filter within the first year to determine the necessary service intervals for the filter. In high volume systems we recommend inspection within the first 6 months to determine necessary service intervals for the filter. Once the service interval is determined it should be consistent unless something changes in the system. Always inspect the filter screen for any damage or corrosion and replace if necessary. If our STF-101 service alarm switch has been installed and adjusted properly it will alarm when the fitter requires service. It should be serviced no less than when periodic pumping of the septic tank and pump chamber is performed. Servicing will be more frequent if using any one of our optional filter socks (600 micron, 150-190 micron. and 10C micron). Check your local health department for septic system servicing recommendations. If the screen becomes clogged before the periodic pumping requirements, a high level alarm or light will indicate the need for service. If system is equipped with a "pump on light" that stays on longer than normal, this also may indicate a need to service filter. To service filter screen, unscrew the 4" cap. Pull filter screen from canister and wash out thoroughly in appropriate location with proper protection. In some cases an additional filter screen allows quicker service allowing the dirty filter to be washed later at the shop. Note that in cold conditions the filter cap may be difficult to remove. Keep the filter in a warm area or pour warm water over the cap before removing. Once the filter is installed in the tank it maintains a stable temperature and removing the cap will not be a problem. If the system is equipped with our Service Alarm Switch, the filter screen does not need service until the Service Alarm Switch activates a light or audio alarm. We still recommend that the filter be inspected once a year for damage or corrosion. NOTE: The total dynamic head loss of the system must be increased by 0.5 feel of head to overcome friction loss through the filter. SERVICE ALARM SWITCH The alarm switch is available in three pressure ranges, low head, medium head, and high head. Installation is simple, on SIM/TECH FILTER systems, remove Y," plug from base of filter chamber and connect tube fitting. Next, run the tube up into the tank riser and connect to service alarm switch. The alarm switch is fastened to the side of the riser via the nylon strap provided. Run alarm wire to alarm box. The service alarm switch can be wired with its own alarm or with the high water alarm. Pressure adjustment is made by removing the end plug, and inserting the 7/32 allen. Clockwise increases pressure. One turn equals approximately 3 PSI. The low head alarm switch comes factory preset at 8 PSI and is completely field adjustable within it's range (3 to 24 PSI). We recommend the use of a ball valve when using an alarm switch. Once you have installed the filter and alarm switch, the ball valve can be closed off to simulate a plugged filter so that you can make sure the alarm switch is working correctly. `""TRY OUR LID/SCREEN REMOVAL WRENCH. Our wrench holds filter lid firmly and hooks screen for easy removal and installation. Made of PVC plastic. WARRANTY All products are warranted against defects in material and workmanship for a period of two years from the date of purchase. In no event shall GAG SIM/TECH FILTER. INC. be liable for any consequential damages or any labor, material, freight or expenses required to replace, correct or reinstall the product. GAG SIM/TECH FILTER, INC.'s liability is limited to repair or replacement of the part. All warranties are void if the product has been improperly modified, applied or installed, subjected to misuse or abuse. Except as stated herein, there are no warranties expressed or implied, including the warranty of merchantability or warranty of fitness for a specific purpose. EFFECTIVE September 13 2005 Page 11 SYSTEM PLOT PLAN Design Floc 60001-nsmay AI Project Name: Shaklee 4 Bedroom Mound Attach design tlow calcui lbons for Project Address 1484 48e• Sveet _ commercial plans: BMi Symbol: A BM Elevation: 100-00' _ Pipe Materials 1 AS] M Standard Scale: V = 60' BM Description: '.oP of T' PVC PC1e Tables 384.30-3 & 384 30,5 0 60 90 120 BM2 Symbol Q BM Elevation, 90.75' 4• SCH 40 PVC ASTM D2665 BM Dascription- Top o12" PVC pipe 2' SCH 40 PVC ASTRI 01785 15' Slope Gradient of Tes10o Area !1095) 11f2" SCH 601'VC ASTM D1785 Well Symbol (it applicable) Notes: Noes See next page fpr complete plat 20.31'x83.93' Mound 10% w/ 3.25'X 70' Geomat cell slope / B, ' Contour Line EL 98.90' / 30 / 30'2" SCH 40 PVC Force main 96' 1200/800 Septic/Dose T 98'~ BM /62 00 Bedroo Drive 100' use crag I ^ Well I. I ~I f Page 12 SYSTEM PLOT PLAN Design How: 600 GPO Project Name: Shaklee Mound - - - N Attach design now calculations for Project Address: +463 48th Sheet commercial plans. BMi Symbol: & BM Elevation: 100.00 Pipe Materials! ASTM Standard Scale: 1" = 100' BM Description Tep o12- PVC ppe Tables 384 30-3 & 384.30-5 0 100 150 200 BM2 Symbol. Q BM Elevation 9a 15' 4"ach 40 PVC ASTn78~5 BM Description: Top o12' PVC Pipe 2' SCH 40 PVC AS-hSlope Gradient of Tested Aea00fk) 1 C1i a0 pOC ASTWell Symbol (if applicable) Notes: Noon 20.31'x83.03' Mi 1 DIY- wx 3.25'X 70' Geomet cerl slope a oni Line Ei 8800' / 3~ 30 2' SCH 40 PVC Fax main 90' 1203x800 SeptvL)oSe T i OB' h OM 2 i.' ro cc, BC:IrM Dnv v use are Well i ST. CROIX COUNTT SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer. Charles & Susana Shaklee Mailing Add 1135 Settlers Avenue Property add 1464 48th Street (~,erificadon required from Planning & Zoning Department far new consrrw liem.) Somerset, WI 032-2153-08-001 Ciry/State Parcel Idcmifcation Number LEGAL DY.SCRIPTION Property Location sw 1A, ne Sec. 20 , T 30 N R 19 W, Town of $t. Joseph Subdivision Plat: Pioneer Ridge Lot # 8 Certified Survey Map q . Volume . Page fl Warraufy Deed # _ (before 2001)Volume page Spec house ❑yes so Lot lines ideMifiablc OycsOno SYSTEM MAINTENANCE AND OWNER CERTIFICATE Improper use and maintenance of your septic system could result in its premature failure to handle ulna. Proper maintenance consists of pumping out the septic auk every three years or sooner. if needed. by a licensed pumper. What you par 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 §SPS. 363.5201 and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planing a Zoning Department a certification form, signed by the owns and by a master plumber, jou ncymsn plumber, restricted plumber or a licensed pumper verifying that 10 the on-site is wastewater disposal system is in prop" operating condition and/or (2) after inspection and pumping (if necessary), the septic tank less than 1/3 full of sludge Five, 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 Safety And Professional Services and the Department of Natwal Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Pluming d: Zoning Department within 30 day s of the three year expiration date. Vwc certify that all statements on this f are true to the best of my-our knowledge. 1. we ant/are the owner(s) of the popery described above, by virtue of* warn recorded in Register of Deeds Office. Number of bedrooms 4 5 /23/18 1,wi,,,, L ~ w~iL SIGNATURE OF APPLICANT(S) DATE ••aMy information that is misrepresemed may result in the sanitary permit being revoked by the Planning tar Zoning Departmert.:aa Include with this applicatioq a recorded warranty deed from the Register of Deeds Office and a copy of the cenified suevey map if reference is made in the warrant) deed. , (REV. W2) Pee 14 - T. Z Q 9.,! N~ y _ ?L42y1~jy~: ~a •.>~i:s'.: L•c'=2t .~".5.~ O ° Y MGST-fESt Va ucv:cfam Of/~q ~'~~~~~~~7~~'S•~`77~Y ~s'~T°°'a~1O~®aOM ~ ♦ ~ H•YiM~M~il~^'Hilt""~~i~ it t1ii17 ft °m mfm waor+n sma a 8 r ~ ~ a='dY kE88YCksgb~6~C~^E'E~3®~S~~Q~ yy{{NN qq q r~yyt Y y/~f "v'1t a~ •_y,, m Y.{NMMliiitYi~~~'~'•MtMH1~it~I1Ni~ a4 _ 2R r. n. pay-b~•t~..,... '•~stygyy ~ ~~`CYvq°~iQ {•ia,'S 1k ¢.O,Sfp~4e,A Rd ~y to 8 xx Y $ $3/ 7///- ~a r-qr i7iv .bin tl ~t~N Ry~1M 1M Hi~Y ~~Y 0~ " __i F.. 4~ i• b:R~Y~. . bAtSr`.e Y~d:'Cd~awQ 4 S CYx4'e~Y.4ktR`•.q"'.~.-b4~a ~ 1 v gFa ~L 1 ~U~ gc/CC '•.b, _ Y r ~ E ~y d i ate \•6 ~cp RCt ~ 9~~ 4M T M f~p~9 6 a go 8,4 r d..~•~w4• - ~.~%`\~4,.\~~~•.- fad ~i {QQy~ 9 ~ ~aEGp N L 4 4 R i .>qy. ,Ya x;93 a32 cf Page 16 CO!/51/1 SOIL EVALUATION REPORT #1429 Page _1 _of _3 in accadanitlr Comm 85, Wm. Adm. Coda - Department of Commerce (\Vo Schmitt Soil Telling. Inc. Division of Safety and Buildings Courtly Attach complete site plan on caper not less than BK x 15 i stns PI ust SL Croix include, but not limited to: vertical and norizontal reference pot M), it_ Parcel 1. percent slope, scale or dimensions, north amour, and location and line ro,C'r 't road. ~f j ,Z I mo,- ?r-U 8 Please p 'tom Re - BY Dat 7, Personal infamabai you provide may used r" (N%4 Laws .04(1)WI 7d L, Property Owner I Property Location SE/14, - GovL :.ol NE1/4, 520, T30N, R19W Golden Harvest Capital, LLC 1 property Ownefs Mailirg Address Lou 87 Block # Subtl. Name or CSMA' 14906 Blakeney Road Pioneer Ridge 'Village Town Nearest Road Ctly - -Ste Zip Code Phone Nu --i city MN 55347 (612)202-3234 St.Joseph 50Th St. Eden Prairie 3 Code derives design low rate 450 GPD j New Construction Use ' 1 Residemial 1 Number of bedrooms - Describe__. - Replacemem - Public or commerics al ~ Flood plain elevation. H applicable l Glacial LGenefalc=Menh, dations: Area is suitable for a mound system. System elevation is 100_0' based off contour line established at 98.90'. Slope is 10%. _ i - Boring # Boring Pit Ground surface elev - 99.79 ft Depth to limiting factor 28 _in. Soil2piication Rate Horizon Depth I Dominant Color Redox Description Texture Structure Consistent Boundary I Roots pu. Sz, Com Cob• Gr. Sz. Sh. ~ •Et 0 in. Munseli 12fsbk mvfr as -2f _6 .8 0-7 10yr3/3 none sii 3 - - F- ; i-- mvfr gw If .6 8 - I_ ! 3msteh - if ,6 i 1.0 2 17-16 10Yr5/3 none - - 3msbk mfr I gw - none ~ 16-28 7.Syr4/4 I a2_.7 5yr6/8 mfr cva if .6 1.0 rl _ 428.44 10yr4/6 7.5y r&12 2msbk - T - - - fl . Yr5/8 4 6 44-50 5yr4/? 7d 2fsbk rrs ftf 1oyr6/6 sl Icsbk mfr .4 '7 10yr416 ~ sn-ao I, - -.10yr6R 'L Boring Application Rare ace elev. 100_04 ft_ Depth to limiting factor _ 27 in. Soil App - Boring # Pit Ground surf Structure 'Consistence Boundary Roots L GPD,f.' Horizon I Depth Dominant Color Redox Description I Textdre •Ettp1 •cpKp , Munsch Qu. Sz Cent Color Gr Sz. Sh j e I 2mgr mvfr as 2f .6 8 - none 1 0-5 1DtT3/3 - i - - - sit 1 2msbk mvfr gw I if .6 .8 2 5 10 10yr5/3 -none - --_T - f _ `I 3 1016 10yr4/4 none sit - 2msbk mfr 9w' if I .6_J 8 - - - - - 4 .6 L471 16-27 1 5Yr4/4 none sd 2msbk mfr 9w t-m2d to r6/e sl lmshk mfr 4 cs 7.5Yr5/6 JDYT61?m2` IEWr6/6 yrsii 2mPl mfr 0.0 0.2 8 10, 1 r • Effwonf tl2 = BODS g30 mrylL and TSS < 30 mg4 Effluent nt = BOD5> 30 220 mgf_ anc TSS 130 < 150 `ng•c nature: CS" Number ECSTNa=o (Please Print) S~9 227429 / - J. Schmitt -Date Evaluation Conducted Telephone umber Schmitt Soii Testing. Inc. MIW2006 715-247-2941 1595 72rW Slraet New RlGnmend, WI 5 4017 suUxllo;0.v; mci PlopanyOwner Golden Harvest _Capital, LLC_- ParcellD#-_. -8 - Page. 2-_of-3 Boring F Boring # pit g 97.39 it. Depth to hmding factor _ 23 _ in. Sell A oration Rao Gmuntl surface elev. PP Horizon Depth L Dominant Colo, Redoz Descrpton Texture Structure IGOnsistence Boundary Roofs GPDtlF in. Mansell Qu. Sz, Cont. Colo* Gr. SL Sh. 'Ef , 'Efi#2 1 0 S 10yr3/3 none sil 2fsbk mvfr I as 2f 6 8 2 1 5-12 10yr4/3 none sit ---2msbk_ I mfr ! gw if .6 18 - 3 12-23 10yr4/6 none si 2msbk mfr 9W if 6 1.0 q 23-38 Syr4l6 fit sid i 2fsbk mfr cs .4 .6 - - cld 10yr6/E - I ~ 2mpl mfr y 0.0 0.2 5 38-65 10yr4/6 - I I I Boring # -1 Boring ft Depth to limiting factor in. Soil Application Rate Pit o Grouna surface elev. B Horton Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Mansell I Ou. Sz. Cont Color Gr. Sz. Sri. SIMI 'Etf#2 1 7- Boring Boring # - I ph Ground surface elev- It Depth to limiting factor in. ~Shc Application Rate Horizon Depth Dominant Color Retlox Description Texture Structure Consistence Boundary Roots GPDfh in. MunseG Qu Sz, Cont. Color Gr Sz. Sh. 'E!M1 'Ef1A'z I - - - - ' Effluent _ SOD,> 30 < 220 mglL ant TSS >3~ - '.50 mgA- ' Effluent #2 = BODS < 30 mgh. anc TSS <_30 mq,t '!%re Dcpartin;n: of Commute- is an equal opponunity service provider and employer. If you need assistance to access scrvlccs or mxxl matuiai it: as alicruatc fonnat, please conic. Eli. department at 608-266-3151 or 17Y 609-264-87. xrn,vrc sW sumo. 3, eeo-x,eu MOW) Conduce For. Core by: Name: Golden Harvest Capital, LLC Solunitt Soil Testing Inc. 1440 Arcade St N Thomas J. Schmitt, CST 227429 City, Address: Ste'. St Paul MN• 55106 1595 72nd St. New Richmond, WI- 54017 SubdName: Pioneer Ridge phone: 715-247-2941 Lot No.: 3 ,j~l% Lot No.: siMam~ - ! 114 NEll4 S20 T30N R19W D5W 7 1 L?J -d& Legal pes, County- j , Couhimy: St. Joseph, St Croix Towns p M & Bench Backhoe Ma pit ck E1 100.00 Tap of 2" pvc pipe. jn~ Alternate Bench Mark EL 9 % 7S~ Top of 2" Svc We Contour Lim Length_ Slope= /0 "o Contour Line EL Scale I" - 40' 77''/ ~oud ~ gz lam' ,b=ML llmyormw as ~saeasrcE ,y y ;Z1tt5 LY, 'AfHSNMO.L HdISOf'IS i _,l 1:331I.IS II.LRD 6911 i!I id f s;'Ei 331MVHS S3111VH3 amv VI~IVSas s ; ° e ~=ff HOA 3114:I01s371 y ~ ~K 1 I I IfI I i .~I~III I~ 'I:I I ~I I !i .I ~I I Y G II ~ , , , I III • ~ I I i b - - , ! ~ ~ i II ~ iIII~, ; I 5zov; I1A 'diHS.NA01 HdASOr is zfll 3TdISHlarr9oi y 1~i~ L c c ~FEI r r 8-ai r WY•C r,=- 33)1?IVHS S31HVH3 QNV vslvsI1S r _ ! I _ I 21()~I KIISHN Hr 3j ' r b I ~ b b L 1r j;IIILI1111~. r :AW 'W A. ~ ro:. ac' t: II117: -I ♦ III ^C V.y-i. YV y[7 / I 1 / l 1 b, ' ~ +C `m r OQBOGt ~J[13 y T 1j~ _ v-s - DI I, ' S t S / S t - fgEq i, I h ~ ~ttici~l= IilII1 dk' s:w ! ~ v IUHN.4J4o-:N4(: i 4 el r « I L . r Yf G III - i i B I n. h II. vQ dl~ I ~ ~r L. a'~ Ax 6 .I' I I n,ti u J47 I I ~ - ~I a b ~r ) Y( sg w+' 's A C cF I r I J'F F GI ' L, h - - I b~ iNti Im *d1HSNMO1 HOSOC I S 1s e x , S= -U.-ITN.I.S H.I.St t9tl _ o rl 331MVHS S3'MVHD UNY t>NVSAS `3 " yc05 1 i ~ ~ ~ 'NO:1 JJt:3<7Ia~iI .k e..kr xt .k Gx.YG rr / 1,21: RV M d -.u A - x -,f y a b ` ~m P4, - ! 4-1r9 ]11111 { r OS m , :!o AtP .l.~P°S.I I~Q i ♦ ~ .a, , S ~P N 1L is e \ f 1' -O LL, 2 I'41I C$ t I ba a c3 wl c ~S 431 St I R ~ _ 1~ b~ 1111 II?: L~ F': .4 ' A~4 • 4 .FAI I l i 3I 3 I I S . ~ ._y~ i vc .4c by k fi 1'12: 1s p a- F` - z~ ' k k i 1 1 G 1 G 1 i G 1 G S b ~ b OBI ~ - ~l Wfif1)4~ 1 'fb '`I AI 1. Lf F A-.t p n( P qg : F Ly y ~I q i np G f1 b i c b t; 1 6~,. kl _.~.-..}d3 x_.t oV'~ ®~~€ri nl n t L~ ~ 1; ` I ~,4Y4 i h• 4y~~ R`j~~~J t. f a .4. A r. 0 Ca' k E~ ; 1 ib x I i is dg ~ wu m>P/ c 1 11 b { - i :.yam ' I } ~ i i~ roF~ .F I 3. D 1 _ .W < 2~ sI i S - ~ -1I I' w ,„,s, R, SIULNI: TOR: r - S1:SANA AND CHARLES SHAKLEE s un a ~T;rr l = I - i i 11 111 F I `1 v c v . C ke ' li i i ~ ~~ui? VJY 'F[ 1/ COI Jv 1 - iJ , „ y9i11 I I LJ r tY~ r m~ a f f l i t h III n I ni V I-V I + . it - - RI.2iUfi\lE G )R. _ r _ 71 SLTS4N A All CHARLES SHAKLEE -Z5'y7j-V ~C~ 11 Lrnit _ _ ~`2,11 Industry Services Division li 1400 f- Washington Ave Sw,a In i'crmn NunlL+ct (to he tilled m Is, CIt S P S P.U. Box 7162 Q P r.;~ ) 7 ZQ~B I Madison, WI 53707-7162 nNd I ~.S~ PIC it A„lic[ ' I~~y+ Sll[C I- mn9aCI1Ull Allll)l>l'r 1'p l 1.1 .j ill) liti'~ In asss lJ.npc wuh 1,114 l •1!e1 nl (tide. >uhnu.+i, n oftfnC lim» In Inc approp laic pav ol»enl. una in is luacd prior to b tan ring 15annar, pentut Now lppli ~.a % n mm is fur +twc ow ncd 1'UU IS me subnntl -1 I', ,hc D p cooler) of Saluy and Pr, ti n n-J Sets I I unl.d inlimnaliun a pros'I;Ic nms he u>cJ Ibr + condan. Purls I \dJtc++,il dilfamnt Ihari maibne addrirsa n s I acs rJancc v ah the k nvass I asv. s I II I gmi. SPM. I (1 1%'" Street 1 x gibsation Informalo 'lease Print \ll Infnnnatlon •n-ert,1)"I,e cSank / iw 19 -O"L) vmkisc. Charles A <.usnlla u'Q Y yll%-w+}Gc+.rr fir, 1- c7N rwpca) Oviner s `1nilim_ Addre•+ _ _ - _ _ ptopcm Lnaniun I lie Settlers Avenue Cio,'I Lot 11, same Zip Code - phmle Nlllllher \ISection 20 Stillwater, NIN j50ffi Icircle oncl F30N R19I.or W I1. fype of Building, (check all that appl)) - - , r I amok D»cll... erol Ifcl,cans Sulldlvrsion Awnc Q~C Pioneer --g- El I'uMIC/Comm~cnial-Ikwribu l.sc ~•'J r31, ~cA ❑ Sure( "red - Dc.crihc k, su _ _ _ _ - ❑ \ dlaec of 7 j ~ I l S\I Vumba U x ;75 Q frsrn ul St Joseph 1._T ' • Check only one box on line X. Complete line B if al I ble zr~ \ U Ve„ SN,teri U Rep•accnw n; A t'm ❑ 1:cu1n1e9C if. I:hn' a Tk n: Y tnlr t miret NtWi ifatiun to Existing Salem IexplainI Ii. ❑ Permit Renewal L] Pertr.!t Re%1' , C*ao-L!r P:I:rlll I ranster to New List Prevmus Ve nlil Number mid Date Issued Beioie Iix oration I nn w::cl I V 'I ype of PO\L IS Systern Conl ,ol Vill / Son I reswtrvcd In (round [ I'e,raizcd It, 1 .(colds ❑ \lunnd - 24 n1. o: _unablc sun ! Nh»md 24 hl. ol'+uilahlc+oit ❑ I1 Idmg lank Other DI pu+u1 C•,nlpnnel 1, ❑ Pm, ~a y (`r / Un ep rsJ Ire men[:\rel InlnrmaUhOn: h y~• - Dc ,eh I hr. II pJl Ih 1 'sit \pp., nl•:• Ilispcrsal Area Retiun 11 :)+f u.al Arco . p >c'd Ii0 System Plcrtio r.rnl it.ml:nJ>:I IdC10 Io_.~ 99.9%' VI. Tank Into l allons ° l'Ota1 F `it \13111II8d IIhT D i i V y d s (1111 rt Units Sew ln:k: I eisun}; I.mis (Af P.f 116k 5_zS .n n ' S Plc o D"idn' Tang 12(K) _ I?lH} I i 14 icscr (~o'ns~~rt~e+ ❑ 1❑-I~~ 0 ❑ D, in Ch»nho 804) 8011 1 \\'icscr Cohcl :e I.~ E] 11 El I Responsibility Stalenlent- 1, the undcurCnrd, assume responsibility for installation of Ib 1'O\Y'1'S shown on file attach, Plum r Haan Irwi: u1 Ise r ticc Phunc Humber art Ali'+Mi'Iiti Number Iiuslnn. loon A, ht Iil_ _ ~7 _ ~L +'376n ~ 15-'6o i1Jxr ; I'Iunlhst \ddre ItilrceL (Sb. Sl:rtc, Lip('IVlcl 616 150" Ave. Sonlarsef. \4'1 54025 VII ounta;Uepartmem line Only - - - - - pi roceJ Ui_ yipr,. s Psn»l FC- Daleloat b-sin sent swiji _ . C 1 I , nR'L'ntvI i,,r is 'o I 11 Conn W IlReaWs.f 'Disapproval / s-/, 5~ Ii;J < L- te1. 1 tin nvu ON l,LLml1K3g t'^t b li R per OM 7fx.aGMr7M!'Ilan xarwen by ,,lu.nlx?. fA 2 N nbric l'~4xlra/:Mms rrpxlt tae r. a.nt: ai r ypjlpl~ca,b!l:Mirarant. H Ctn~•_~ _ r•L__~t,',!~ 03-5_ tom. x- p• ilnirc \uarh to complete plan' for the ss'lem and ubmll la the Count only on pope,1 of less than x 19 e I I1inch SIID-6X98iRl t Its Lit PLOT PLAN y1T Project Name. Shaklee 4 Bedroom Mound Legal Description ISW1/4. NE114, S20, TUN, R19W _ P.,..D:r032.2153-08.001, 030-2153- Subdivision Name: Pionce• Ridge Lo; 8 SCALE: V= 60 Townsnin: St. Joseph Pam& Sizea3.000 Acres I coun!".[St Croix Gonluu- Line Elevation 98.90 Celt Dinensrons: 8' X 75' * 4 .nc xn 4( . ASTV Dr°e:, Svstem Elevation' 100.00 Mound Dimensions: 84.56' x 27.09 -2, nm Scn 4c -ASTN ot7e5 Slope°/a 10 1~<Sc1i 40-4STh1 _1785 A, B%V Eievation. ' 100.00' Top of 2"_PVC pipe E3M2 Eievation: 99.75 j oG of 2" PVC pipe _ ■ 5ac'+.noe Pits: _ gallon Septic Tank_ w; POLYLOK 525 Effluent Filter Septic Tank: 1 D;a Tani' 800 gallon Dose Tank of i i ~ Np~(gp ~ t'I vt ~ 12oc~QB(.'GdlLOA ~Y' gar r< / J~ si PAN' i 11L CWFIL 0~