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002-1020-90-100
:in Department of commerce PRIVATE SEWAGE SYSTEM .~nd Building Division INSPECTION REPORT GENERAL INFORMATION (ATTA t::'1 TO PERMIT) 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 Lee, David Baldwin Townshi CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ~,~ x 3 ~ `~ .}- ) ZELEVATION DATA TYPE MANUFACTURER CAPACITY Septic ~: c_s. c IZ.oc~ ~~ v Dosing Aeration Holding ah-~C yQ - /v0 TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ IvC3 ~~~ '`"3~ ,_ Dosing 7 ~ acs - _ jW Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM~7 Model Number n~ ~o TDH Lila ~ Friction Loss ~ t+ ystem~Heali- '~~ TDH Ft Z, ZZ..~,, Forcemain Length Dia. Dist. to well ~ i so Z__ 93 county: St. Croix Sanitary Permit No: 430696 0 State Plan ID No: Parcel Tax No: 002-1020-90-100 Section/Town/Range/Map No: 10.29.16.141A20 Z. V STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer 'O~ ~ p O •~~ SUHt Inlet ' I• ~ • SUHt Outlet Dt Inlet ~~ Dt Bottom fy$ ~s.7o Header/Man. ~• 5/3 ~I cf. ~ L Dist. Pipe G ~ SE ~ f~4 t ~•y~ 1 a 9 Bot. System Z .Z- ~.?i 9'6.35 Final Grade \ St Cover 9.(o toS.G ~~ q /~.~ o~~ow~ 3•~ 9~ •~ 8.8 ~L.~ ~~ SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of its Inside uid Depth DIMENSIONS l ~~- SETBACK SYSTEM TO PiL BLDG WELL LAKE/STREAM LEACHIN Manufacturer: INFORMATION CHAMBE Type Of System: ~6 w ^~ ~~ ~ZpG ~ ~ /~ ~ /) T I Number: DISTRIBUTION SYSTEM Head@r/~vlanifold // // pistribution ~ ~ ? Pip s) ~ „ x Hole Size // x Hole Spacing c~ Vent to Air Intake Len th Dia 7i 9 ~ ~ Len th ~ S Dia I S acin g p 9~L ~- (F3 3~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over ~_ Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges ...~_ Topsoil ..,~ Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/~/~p Inspection #2: ~ /~ _~Q~'~ Location: 2409 110th Avenue Baldwin, WI 54002 (NW 114 SW 1 10 T29N R16W) NA Lot 1 /Kw I `'~J Parce~'j~o: 10.29.16,141A~ 1.) Alt BM Description = t 3 • ~~~ ~ R~`V' ~ ~ ~ ` '~~ t L ~ c . a_ /~/ ~ ~~' 2.) Bldg sewer length = 'A ~~ 3 } L~ ~ I! W 0 ~ S, ~y. ~a~ il~ ~, `~'"+-~Y-. /j o,/ -amount of cover = ~~~~ ~ ~° c,~„_,~ t ~ w "D '~~ U __ _- i _ - - P{an revision Required? Yes No ~ ~ ~ ~I / ~ ~ "'~~. Use other side for additional informs i~ ~~ I G ~"C.- SBD-6710 (R.3197) Date Insepctor's Signature Gert. No. ,,, ~ ' Safety and Buildings Division 201 W. Wasl>ingto^ Ave., P.0. Box 7162 County J~f- C~ ~ ~~ ~~ '~Qi~~~~ Madison, WI 53707 - 7162 60 6 x 2 Salutary Perm Number (to be tilled in by Co.) Department of Commerce , -3151 ) 6 t ( / J Sanitary Permit Application P State Platt I.D. Number !1 / ?3 ~~ 7 O In accord with Gomm 83.21, Wis. Adm. Code, personal information you provide may be used for secondary purposes Privacy Law, sIS.O~I(1)pu) Project Address {if different than mailing address) I. Application Information -Please Print Alt Itrformatiou ~~ ~ ,N~ ~~~ Property Owner's Na me ~ 3 ~ F~t3 1 9 X004 ~ Parcel // Lot N Block b ~ ~7 ~ ~,~ 002- /U~ D- Property Owner's M ailing Address ` ST. CROiX COLYFYV'~ _ __ __ Property Location ~ ZO ~1~ n o _ ' ( ~'~ /T C/ (/"~ ~ CD ~ ~~ `-t' ZONING OFFICE . e > t ~J ~ ~j ~ City, State Zip Code Phone Number ~~1w1~ ~/ ~ ~oo~- ?ls GS ~3z ~~~t~~r~tte> A I I . Type of I3uilding (check all that apply) L~! .f !J. ~ ~ N; I~ T ~~~ ~ E ~ V.~-1 or 2 Family Dwelling -Number of Bedrooms u/ ~ Subdivision Name CSM Nut tber #630 ~1Z ~,~~;, ~'LlA pccv ^ Public/Coumlercial -Describe Use ~~-~~`"w~ _.._.~; ^ State O d D l ST ~ ~ '--~ ~v ___ wne - escribe L . ~( ~ se I ~~ , - ^C y i_~Village Township of C..~tC.J(i/ - ~ {t ~ ----- III. Type of Permit: (Check Duly one uox au line A. Complete line B if applicable) A. - New System (~ Replacement System ^ Treatment/I-Iotding Tank Reptacemenf Only ^ Other Modification to Existing System ~ ~~ B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and llate Issued Bet01'a )='Xpn'aUOn ~ PlUlllbel' ~W110C i'V ` P. .F nnzztmo n__ , ---- .-- -- - ~ .. _., „~~...,,,^~~.acu. wx urtu rtp~~ry/ y -. ^ Nuu -Pressurized In-Ground I~`I'",~~--' _ . - I Mound < 24 iu, of suitable soih ^ At-Grade T` - ^ ~ ~~ ^ Single Pass Sand filter ~ Cousa'ucted Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat kilter ^ Aerobic TreaGnent iJnit ~__~ Recirculating Sand Pilrer ^ Recirculating Synthetic Media Filter _^ Leaching Chamber ^ Drip Line I ^ Grav 1-less Pipe ^ Other (explain) V. Dis ersal/Treatment Area Tnforn~tation: ~- - --------- llesi ~n Flow (glx!) Design So' A lication Ra ~--------~-~- ~-------.-_ (gPtlsf) ispersal Area Requir d ~1) Dispersal Area Prohos d (sf) System 131evalion VI. 'Tank Info Ca nit iu Total weber - ~ p` y anufacturer Pr ab Sine Steel Pibcr Pl2lStiC Callous Callous of Units ~ ~ ~ Q /'7~ Concrete Consu~ucted Glass New Existing ~/i!~•/N""`'~ ~~~~/V _ 'Casks Tanks Septic or Holding `I'atilc X 7~ _____ Aer~bic'I'reauuent Unit !~"v ~l ~--_ __~ Dosing Chamber ~ _ - ~~ c~.~ Sc- - --- ---- V1L Responsibility Statement- I, the uudersigtied, assuure responsibility for installation of the POWTS shown an the attached plans. Plum 's Na me (Print) Plumber's Si gnahue MP/Iv4~}1+S Number ~ `- ®~CLj'L ~~,~ l ]3usines~is I hone Nutnbcr - Plumber's Addre ss (Street, City, State, Zip Code 22.E ~ ~! ~~ ~~~ '~~ t~f W ~2. fit,( ~~~( ~ _ VIII ounty/De artrnent use un1 Approvzd ^ llisapproved Sanitary Permit Pee (includes Ground~y~ter Date Issued suing eat Si ~ atur Stanips) Surf;harge lice) (J U ^ Owner Given Reason for Denial ~~ ~~ , --~ ~~ ~ ~ ~~~!/~~- Ui~. Conditions of Approval/Reasons for Disapproval ~YJ I EtVI UVVNEh (~0 'lltl ~- ~ . ~2. Gt1 !. Septic tank, effluent filter and ~{' /~ p ~t 0 0"„ (,~.K~i `~so dispersal ceN must all be serviced! main a ned 0 3 as per management plan provided by plumber.. C~~~l1L~1lz~/~o~rYn dLl~ GG"6'N~c./G~%CDYn.000~- ~ All setback requirements must be maintained 1, as per applicable codelordinances `G~~'~~ j Via" ~.f~~~ '~ `~~~~ ~ Q~~~ ~_ ~~h r,~~ez~ Attach canpteto plans {to the County o ily) Fot• tho system on paper not leas tltnn 81/Z z II in ~ t ~ • m s'zc ~G~`~ O rnR Qr.~„~~~J SBD-6398 (R. Ol/03) ~ 2~y ..~~~'~~ U °(J _ PLOT PLAN Scale 1"=G0` i ~ I l ~ ~~ ~~ :,~ ~1 d Z~ ~~ ~`c}~` v \10~' R~VL~ ~~~~ ~iELL ~~ ~E > Sb~ PIZUr'1• -''IOV~:-- - ~M ~1_ ~,:-q'~-;~ ~ o -v `roo of ~7"emu,;-~) ~" p A :'2L -t3 Pnz=__~r~L NOTES• 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be ZOO 1 ~3o~allon capacity manufactured by w ~.~~ l~ C•pJ `L~}b (~W L.S~ \Zoc~ /8vo-MQ~ V.J/'(~ _ 1~3 0o Z~°C8 L'z- Fi t~trZ . Page -~ of 4. bench marks; 5~=-~E ~'rsoyL 5. Divert surface water around system to prevent ponding at the uphill side. e t ~~rN °~ ~~ ~ ~ ~~ I~~' ~-c.~ ~~./~ ~ C~eah o fit, ~t o ,,~ i~+~onsin Department of Commerce RECEIVEp ' FEB 2 0 2004 ST. CROIX COUNTY ZONING OFFICE ~- Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 wwv~~ commerce. state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary February 10, 2004 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/10/2006 Identification Numbers Transaction ID No. 967307 SITE: Site ID No. 670590 David Lee Please refer to both identification numbers, 110TH Ave above, in all corres ondence with the a enc . Town of Baldwin St Croix County NW1/4, NW1/4, 510, T29N, R16W FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 941742 Maintenance required; 600 GPD Flow rate; 18 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/O1) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in G•ont~t~o>n chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, ,pppR~ stats. ~~~ OF C ON ~ ~ The following conditions shall be met during construction or installation and prior to occupancy or use: ~j~ _ , ~. General Approval Requirements: SEE CORRESP • This system is to be constructed and located in accordance with the enclosed approved plans and with the ~- •--t °~~" `~" "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • 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 are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the 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 ARTI-tUR L WEGERER Page 2 2/10/04 • Comm 83.22(7) A copy of the approved plans sRecifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department which may include local inspectors 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/instal lat ion/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, Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz chi commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 . AFC c . TITLE SHEET ~~~eC~l of ' ~~ ,~ Ii0UP3D SYSTEi~i ~ F 0 R ~~~y~~ ~ _l D ~ . A ~-{ BEDR00~1 RESIDENCE ~ ~La~S I9 ~V This plan has been prepared in accordance with the Mound Component Manual SBD-10691-P and the Pressure Distribution Planual.SBD-10706-P (N.O1J01) ~ (N.O1/O1) LOCATED I~1 THE N~ 1 / 4 OF THE N1~J 1 /4 OF SECTION ~ y , T Z~ N, R ) ro . W, TO~~Tid OF ~ ~ `--~p~..~l y~ ~~-_ ~~ 17C COUNTY, WISCOidSIN. ~~T- 1 of csH 1+.1 v~~, ~y ~ 1~-3_~S7 INDEK _- PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEci I~IAdAGEi~1ENT PLAiv' PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIE~7-CROSS SECTIOPd PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PU'r•IPING CHAPIBER CROSS SECTION PAGE 7 of 7 PUMP PERFORI.1AiVCE CURVE PREPARED FOR z~~~s euvN~ "S ~~ ally PREPARED BY QED LzIEGEF~E(~ SOIL .TEST 2 NG ~MMERCE ND INQS AND . I3ES = G~V S~RV I CE JN~ENC P.0. Box 74 421 IT.iiain St. ~~~Q~~~ e River Falls, GTI' 54022 ,. -. ~i+ Phone 715-425-0165 •'~`~~°~""}'~~~,~ 4 Fax 715-425-6864 ~'~~~ "~ W'f:'.~:: i.. i~.a D-'3t5? ftl~p5r.)gri. ~s~ iii %~~ ~~~~~s ~~a+N~'s~ JOB N0. D3-ZZ S _ _ ound System Management Plan Page Z of ~ Pursuant to Comm 83.54, Wis. Adm. Code Septi---c Tank . . ~ The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stets. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter 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 tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent 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 of the tank; If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulatifln in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pumo Tank The pump (dosing) tank shall 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 tank it shall be inspected and serviced as necessary. _ Mound and Pressure Distribution S tem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded 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 will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L GODS, 150 mg/L TSS, and 30 mg/L FOG. Influent flaw may not exceed maximum design flow specified in the permit for this installation. _ The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shalt be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual ($Bfr-t@~ _ arid local or state rules pertaining to system maintenance and maintenance reporting. "~~~ -') vol.(-~ No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shalt be in accordance with Comm 83.33, 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 for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameier shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaency 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 condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall 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, it wilt be repaired or replaced in its' present {ovation by increasing basal area 'rf toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning -Office at ~. ~S_-3 ~, rj - ~ 6 ~0 S'j : e(~lX' " ;'The system installer at_ The tank manufacturer at ~ i.s - z~ 3 - U ~~ »~.s v ~ The " effluent filter manufacturer at - - ~~_ ~2~~ S~1C(Z. Z~l°'r13~TZ Tti;e pump manufacturer at ~ L ` C ~.J~t'~.°~r ~ \ A PLOT PLAN - Scale 1 "= 6 O' ~~~~ ~, -, Page ~ of • w~LL ~~ .3~ > Sp' FIZUr1. wlUv ~ti.~p ? Z S ~ ~~Nt 1~t'~h ~ --- -.. I ~ ~~ ~ ~ ~ ~ A o - m 3y v Jcr . v 1 Q• Cn r '_~ ~~ `G ~~ ~if'Z $ O j 7' ~ ^ ~ ~) AS, a.z ~ ~ ~ ~a ~~, e / ..1 ~~ ~ ~~ p~z s~ ~~. ~`'Y.., ~ i i% , ,gyp ~ ~ ~~S ~ -3 L ~~~ $~ , ~`~i-N ~-' ~ 3 ~ ~ o ~ ~~ .~ J~z' .LLsq. ~~J ~ J`~~' d~.~i- . G 3~ ~ ~-1__ ~._q'~ D~ nN_~D OF \Zk-rr~t= ; 3 J ~"- D ~A :'tZ:l =t3R-iZ-wit NOTES • ~ - 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be ~ZOOI~i~~allon capacity manufactured by ~`' ~.~~ L~ C01J C ~~ l~ - l~ oo Zpcg L~ Fi ~TN-Z - 4. $ench marks; Ccs~ ~°rBOVL 5. Divert surface water around system to prevent ponding at the uphill side. Page ~-i Gr i Appro~ e_ S~_t_hetic Cc=~ e=inS r?STi~ C33 " Medium Sand istributien Fipe To soil-" ''- __"`° D 3 c ;;' ~ • „ . / a' i' ~ , i e~ ~ °o Slape C~ Distribution Cell of ~ Force Main z" to 2Z" Aggregate From Fump CROSS SECTIO~i OF A MOIJVD SYSTEM Linear Lozcinc Rzte= ~, 0 GPD/IuV FT Desicn Loaeina Rate='p3'1GPD/SQ FT -~licrn-L Pnct~10n ari • L A ~ ~Ft. E ~~ Ft. I \s Ft. J ~_ F~. K ~ \ Ft. L ~ q Ft. W 3 Z Ft. G s. E ~ e`j . - 1. ~ .. l~ r s,a co Flowed Leer o1.SFi./ E\1~ Fi. F b " a Fb. o.S F~. H ~ . O F~. .. ~} ~ "observation Pipe E ~ j K . A a--~---~b$---- --------- ------=------- =----~ - yy ~ - ----- ------- -----------------------I---o Force Main ~---1-- - ---=-----=---- ~ L 8 cis ~~-~s ~' Distribution ~ ~ ` , ~. , n c~~P~l9L`F~ Pipe Cell of ~ to 2~ ~'~~ ~ aggregate Observation. Pipe ~' _ (.~achcr securely) - PLAri VIEW OF A MOWD SYSTE.4 Distribution Pipe Layout Page 5 of ~ Place the holes at the bottom of the distribution pipes . at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of Ion, turn or 4~ ° fitting to a point within six . inches of the final fade. Terminate the ends of the laterals with a valve, threaded cap or ' . threaded plug. Provide access from final-grade for the valve, threaded cap or threaded plug. " r ~=~~.C`.,S 80;x_ ~ - PVC pV` ` Later( ~ Manifold ~~ ~' i--- Laterl x x x x xIZ x!Z x x x '- Lateri Length - Lateral Length p P L'FYN V \ ~ -- ~_~ -p -~ O- -- I O- - tic C.~"-S SOX - -o ---0 ~Q P ~~-SFt. ~ ~ Hole Diameter ~1~ Inch - --~ S 3 Ft. ~ ~ Lateral 1 ~ InchEes) X 3~ Inches Manifold ~~~Z-Inches Force Main " 2 Inches ~ of holes/pipe 11 ~ ` ~ ' Invert Elevation of.laterals ~$•SFt. _ 11.X o-~{l = U S1~c 6 = ZZ -0 6 G Pr7 A ~~1.. $®:pb v ~ { I .{ ~•-- ti` ~`~: ~~~;. ~PROVIDE• { ~AiRTIGHT SEAL I _• ~ C ~I I ( I li c •I I { PUhIP -~ --~ 0 COAlCRETE ` •~ BLOCK ~' xlu. I~~. I~ ~( Approved ~I joint w/ ~Lf,RM PVC pipe (I `~ ou OFF •~• RISER EXIT PERMiTfED OIJLy IF TA1JK MAi.;UFAGTURCR HAS SUG.k APPROVAL 3"A?PRoye` ~Bt:00 t>v4 SEPTIC F SPEC,IFICATfOIJS DOSE TA1.lKS MA~JUFACTURCR:~t~~L~Z e.I~C~~~~ 1JLN'1BEA OF DOSES: ~'' TA1JK SIZC: 1Z.Ut) 1~y0 GAl.Lp1-iS DOSE VOLUME - P1=R DAB P • ALAR!`1 MA-JIJFACTURLR: S•, • ~~-~MU Sy.g~T~'CS IAICLtlD1AJ6 6ACKFLDW: { y4• ~ GALLOhl: MODEL -JUMBER: { ~ ~ ~~~ l CAPACITIES: A= ~ IWCNES OR y UD'3 CALLOUS [, SWITCH TyPC: ~ ~-~~'Z'T Z, 8 = ~ `„S INCHES OR ~ 1 G~.LLOUS PUMP MAIJUFACTURE R: ~ ~ LAS C = 6 . s IUCHES OR 1~y' 6 C LO MODEL 1.1UM9ER: ~ ~ `j~ D= ~••S AL US I~lCHESOR ZJ~_3 SWITCH •TyPE: ~~Z~~"L1° IJOTE: PUMP A1JD ALg 6ALLOYJS RM A` RC T OOC •~ MIIJIMUM DISCHARGE RATE Z1.O~e' GPM INSTALLED OA! SEPARATC CIRCUITS yERTiCAL DIFFEREIJCF DETWCEI,1 PUMP OFF AUO..DISTRIBUTIOf`1 PIPE.. q `~~ FEET t KIAlIMUM t~tETWORK SUPPLY PR ESSURE , .. ~ ~' ~~ SO FEET l ~,Uk l~ 3> ~ C ~- ~-1~ FEET OF FORCE MAItJ X ~•o? F~oFCFRtCTIOU FAC7oR.. Z~~-S FEET - _ _ ~ - Combination Sept~c~.Tank and - PUMP CHAMBER CKO55 SECTIOIJ AAIO SPECIFICATIOfJS ' PAGE ~ OF 7 - • --... ' •VEU7 CAP ~• WEATHER PROOF ,lUUCTI01,1 COX . '1~C.I. VEIST PIPC ~ APPROVEp LOCKII.IG ~ lO' FROM DOOR. MAIJHOLE COVER wi'S~'1 :~IA100W OR FRESH ~ wARIJ1IJG LR6FL, ua3P~CC1D>:J P1P` R (1JT~lKE S coraDutT ` ''v/1j'LCL~1611~ 'i-frQ • Ft iv tgl}p G~oE 18~/~If~l. . IA1 L E T Approved joint w/ PVC pipe ~- t .. ~ .._ .. ,, .~ ar ^~ -- ~ ~~~~~ zr~~ H~~ ~ A-L~u~i ~® CLEY~ ~'~ 9f'C- TOTAL Oy1JAMiC .`HEAD ~As per rlanufacturer Z2.Zc~ gal/in. -~ ~ ~ ~O •FEET _ ,~ Liquid depth 3 6• 4 - ~ ~6L 7 o r- 7 MY'ers. MODEL ME4O EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 M E40 ~ Series 4/10 HP Effluent and Drain Water Pumps Performance Curve - - 40 35 ~j 30 W <L H 25 O W 20 2 J 15 O F- 10 5 0 12 i0 N W F- W 8 ~ Z ~, 6 2 J Q 4 E- O F- 2 0 10 20 30 40 50 60 _ 70 80 90 100 0 CAPACITY C3ALLONS PER MINUTE 1101 Myers Parkway, Ashland,-Ohio 44805-1923 <~ 419/289-1144 FAX 419/289-8658 Telex 98-7443 ~ nu3C0 //yl Printed in U.S.A. *.- . 1 Wisconsin Department of Commerce SOIL EVALUATION REPORT 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 inGude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ti Please print all information. ,~,~ ~ 'ew Personal information you provide may be used for secondary purpo w, s. 15. ~~)). .~ Property Owner ~'`~ r Lo tro ~~ /.151/7 /`yT.~, 1y~ ~~ ~vt. Lot /l/~' !4 ,I// 'u'4 S ~~ Mailing Address ' ~5 U Page ( of Date y1~ a a ~ ~ p~ N R ~~ E ~3b~lZ ?~ Nearest Road /L ~ ew Constru on Use~Residential ! Number of bedr 8 d~j ' ed design flow rate .~ GPD ^ Replacement J ~ P blic or com I -Describe: ___~ __ _._______,_.__ ___ _ Parent material 914.P ~. ,.~~ ~ Flood Plain elevation if applicable _ l ,1~ tt. General comments rn b~ /J S.~ 5+~~~ ~ ,f ~ ? J f ~ " and recommendations: r.2/ `. Boring # ^ Boring ~ / pit Ground surface ele 6 ~ ~ ft. Depth to limiting factor ~_ in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 3 d ,6 S ~ -d -ter -- - ~~ J~ ,~° ~~° Boring # ^ Boring Gf pit Ground surface elev! ~ ~ ft. Depth to limiting factor~ in _ . Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DffP in. Munsell t]u. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2 -~ ,~, c.~ ,~- s , -~v ~ ~/ ~ ~ ~ ~ 7 / ~` ?~ m y ~J~ / ~ ~f ~ Emuent ~7 = BOD > 30 < 220 mglL and TSS >30 < 150 mg/L `Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ~ Signature ~~ ~ Number i 1 Address ,. Date Evaluation Conducted Telephone Number (~ / 9 Z ~~ ~ -S~ U c~~o~~rQU /..S'~oz f 6.~'l.~l .... .f ~.. Property Owner Parcel ID # Page of Boring # ~ Boring ~~ ~j /~ 7~Rit Ground surface elev. / y " r! ft. Depth to limiting fact~~ in. mil licaUon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont, Color ~ Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil liption Rate Horizon Depth .Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ^ Prt Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft= in. Munsell Qu. Sz. Cont. Cdor Gr. Sz. Sh. •Eft#1 'Eff#2 'Effluent #1 = BODS > 30 < 220 mgll and TSS >30 < 150 mg1t. 'Effluent #2 = BODS < 30 mglL 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. SBD-8330 (R.6/OD) Property Owner Parcel ID # Page of ~~ # Bonng l ~j it Ground surface elev. v ' v ft. ~ Depth to limiting fador~~ in• ~I lication Rate Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots GP D/ff in. Munseil Qu. Sz. Cont. Color : •, ~ }• Gr: Sz. Sh. 'Eff#1 'Eff#2 t' 6- 10 ~ 37 ~~ a ~. ~,~/' ~.r ~~ ~ - ~ ~ = ~ ~~ # ^ Bonng ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil liration Rate Horizon Depth .Dominant Col Redox Description Texture Structure Consistence Boundary Roots GP D/fF in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 o ~~# ^ ~~ ^ Pit Ground surface elev. ft. Depth to limiting factor in. SoA ication Rate Horizon Depth Dominant Cd Redox Description Texture Stnrchrre Consistence Boundary Roots GP DIff in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eif#1 'Effil2 ' Effluent #1 = BODE > 30 < 220 rrglL and TSS >30 < 150 mglL 'Effluent #2 =GODS < 30 mg/L and TSS < 30 rrxyt. 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. seauw n<.~aot ~ ' a Soil Test Plot Plan Project Name Robert Harer Shaun Bi Address 7850 Bowman Inver Grove Heights Mn 55076 -'`? CST~~'#~ Lot 1 Subdivision ------- N W 1 /4 N W 1 /4S 10 T 29 N/R 16 W Boring 0 Well PL Property Line BM or VRP Assume Elevation 100 ft. Date 8/26/00 Township Baldwin County ST. CROIX Top of White Stake System Elevation N/A *HRp Same as Benchmark Alt. BM Top of White Stake ~a 99.3' ST CROIX COUNTY S OPTIC TANK MAINTEI?IANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer ©~ U~ ~ ~ ~~ Mailing Address ~ ~ ~.7~ Cy 3 !J~'L~W(~t/ ~v j ,S ~~D Z Property Address (Verification required from Planning Department for new construction) V Z /~ Z~ 9'n ~®~ City/State ~ Parcel Identification Number ~ -.. vim- ~ ~ ~- LEGAL DESCRIPTION Property Location /a, ~_ /4, Sec. T Z N-R W Town of ~~LO(it~//t~ Subdivision Lot # ;~ Certified Survey Map # (,~ ~ Q s ! ~~ ,Volume ,Page # Warranty Deed # ~ 7J~S ~f fj ,Volume ~_~ ,Page # ~S Spec house O yes ~- no Lot lines identifiable dyes O rio SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper rnaintenanc consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the syste~ can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by master plumber, journeyman plumber, restrictedplumber or alicensed pumper verifying that (I) the on-site wastewaterdisposal syste: is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standarc set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certifieatic stating that your septic system has been maintained must be completed and retunied to the St. Croix County Zonirrg Office within days of the ee yea expir tion date. ^ ~~... ` A.i~ -~ Z l/8/a~: SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of m~~ (our) knowledge. I (we) am (are) the owner(s) the property desc r ed abo , by virtue of a warranty deed recorded in Register of Deeds Office. l 1--Q~C Z / 18/ 4$~ SIGNATURE OF APPLICANT DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****~ ** Include tivith 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 POWTS OWNER'S MANUAL & MANAfstMtly I rl.A1V Page ~ of ~" FlLE INFORMATION owner ~ .D ~ 1 Pemit ~ 30 DESIGN PARAMETFAS Number of Bedrooms ^ NA Number of Public Facility Units PIA Estimated fbw leverage) d aUda Design flow (peakl. (Estimated x 1.5) (~ al/d Soil Application Rate Q .3 rf al/da /ft2 Standard Mfluent/Effluent Quality Monthly average' Fats, Oil & Grease (FOG) 530 mg/L Biochemical Oxygen Demand iBOD6) 5220 mg/L ^ NA Total Suspended Solids (TSSI 5150 mg/L Pretreated Effluent duality Monthly average Biochemical Oxygen Demand IBODb) 530 mg/L Total Suspended Solids (TSS) 530 mg/L NA Fecal Coliform (geometric mean) 5 Maximum Effluent Particle Size Y8 in dia. ^ NA Other. ^ NA ~Vslues typical for domestic wastewater and septic tank effluent. ~vsrEtur sPECIFICanoNs Septic Tank Capacity ?~ ~ O NA 'Septic Tank Manufacturer /~~~ O NA Effluent Rlter Manufacturer ~~ O NA Effluent Filter Model A--/~ I) O NA Pump Tank Capacity (~ j~ al O NA Pump Tank Manufacturer / ~~ O NA Pump Manufacturer ~ s O NA Pump Model ~ ~= NA Pretreatment Unit O Sand/Gravel Fiker ^ Mechanical Aeration O Disinfection O Peat Filter O Wetland O Other: A Dispersal Cell(s) ^ ln-Ground lgravrty) ^ At-Grade ^ Drip-Line O NA ^ In-Ground (pressurized) Mound C. Z~ //Sd 1 ^ Other: Other: O NA Other: ^ NA Other. O NA mEUn r ur~~.a avnwv~ Service Event Service ~~~~ Inspect conditi~ of tank(s) At least once every: 2 - ~j ^ eartsllsl (Maximum 3 years) O NA Pump out contents of tanktsi When combined sludge and scum equals one-third IYeI of tank volume O NA Inspect dispersal cell(s) At least once every: Z r3 O month(s) (Maximum 3 years) Year(s1 O NA monthlsl O NA Clean effluent filter t least once every: ' ~ year(s) monthls) O NA Inspect pump, pump controls & alarm At least once every: ~ yearlsl monthisl O NA Flush laterals and pressure test At least once every: p ear(s) Other: At least once every: ~ yea furls) O NA Oar; O NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The pond'mg of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. Whert the combined accumulation of sludge and scum in any tank equals orte-third (Y$) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, VViaconsin Administrative Code. Afl other services, ~clud'mg but not limited to tho servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of Sit months, shall be performed by a certified POWTS Maintainer. A service report shalt be provided to the local regulatory authority within 10 days of completion of any service event. Pege 2 of Z START UP ANO OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products a ether chemicals that may impede the treatment process and/or damage the dispersal celllsl. If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior 'to use.' System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be d'~scharged to the dispersal celllsl in one large dose, overloading the cellls) and may resuh in the backup or surface discharge of effkient. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oih painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, ail tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN ff the POWTS fails and cannot be repaired the following measures have been, or.must be taken, to provide a code compliant replacement system: ~r ~~ ' o mg ank CONS778t1~'1O~ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < < WARNING > > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESUlT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER Name p a Phone ~ ~ ~ a-~ 3 -~ ~ POWTS MAINTAINER Name Phone SEP'TAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Phone A suitable replacement area has been evaluated and may be util'~zed for the location of a replacement soil absorptron system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will resuh in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. Name ~' . C ( ~!N Phone -7~s- 3~'l0- to a This docrxnent was drafted in compliance with chapter Comm 83.22(211b11111dllkli) and 83.54(11. l21 & 131, Wisconsin Administgtive Code. s to le repla a area is n av ' le due setbac nd/or soil s. Barring advanc WTS nolo a ding tan installed as t resort to replace a ailed POWTS. • :.1~»1FAt;: 2~~ Document Number I WARRANTY DEED This Deed, made between ROBERT W HARER, a married person and SANDRA 7 HOOGENAKKER, f/kJa Sandra J. Harer, a married person ,Grantor, AND DAVID L LEE and i!iICHELE R. LEE husband and wife, as survivorship marital property ,Grantee, VVitnesseth, That the said Grantor, for a valuable consideration of one dollar and other valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin: This IS NOT homestead property. Together with alt and singular the hereditaments and appurtenances thereunto belonging; And Grantor warrants that the title is good, indefeasible in fee simple and free and clear of all encumbrances except easements, covenants, and restricttions of record, and will warrant and defend the same. 63189Q KRTHLcEN H. WALSH kEGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 10-16-2000 11:15 AM WARRANTY DEED EXEMDT N CERT COPY FEE: COPY FEE: TRANSFER FEE: 189.00 RECGRDING FEE: 10.00 PAGES: 1 H ~IaG~`~..~^.r~ sYd T-fit,-t )D (Parcel Identlfication Number) 9~ /~~ Q~-1020-90-000 o~.>.a2o-~a-eoo a 6 a~'~ LOT ONE (1) OF CERTIFIED SURVEY MAP FILED SEPTEMBER 27, 2000 IN VOLUME I4 OF CERTIFIED SURVEY MAPS, PAGE 3957 AS DOCUMENT N0.630592, LOCATED IN PART OF THE NW 114 OF THE NW 1/4, AND PART OF THE SW 1/4 OF THE NW 1!4 OF SECTION 10, T29N, R16W, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. ate this~~i d~y of ~ ~ 20p~ 'ROBERT W HAR~ E- R, a married person CI~r ' SANDRA J H GENAK R, f!k/a Sandra J. Harer, a married perso AUTHENTICATION Signature(s) authenticated this day of ~~ ,, + , signature ' ~ c type or pnnl name TITLE: MEMBER STATE BAR OF WISCONSIN (if not, authorized by §706.06, Wis. Stets.) THIS INSTRUMENT WAS DRAFTED BY Robert F. Wall ACKNOWLEDGMENT STATE OF WISCONSIN COUNTY OF ST. CROIX Personally came before me this SH<i day of ~~t)~, 20 0 U the above named ROBERT' W HARER, a married person and SANURA 1 }fOOGHNAKKER, f!k/a Sandra 1. Harer, a martied person to me known to be the person(s) who executed the foregoing instrument a a~cknAowledge the sa e. ~~i signature type or print name _ v I ~P v/ I . (l./~rND~t~ Notary Public S'f. CROIX County, My commission is permanent. It not, state expiration date 'Names of persons signing in any capacity should be typed ar printed below their signatures. ~ ~ ~~~~ s3u5sz THIS INSTRUMENT DRAFTED 9Y: NALLIAM KANE JOB N0. 00-71 DATE: 8/21/2000 n i ~llU_~°__LS(~ lf_ U LS!=1 --1~!%~l5lS~4C~ ag Q~~'.f~~_I~S?_Q`~J~i~A~ 240TH__ST_E~EE~ y~ d p ~ N01 °07'67"W 1327.28' °'~~C m NQi°07'S7"'~- I z A o ~ ~ N01°OT5T'w 129425' ~ ~ ~~ ... $ """"""'V~S1'~L)'NE ~DF ~T1i~~IJW1%4~ ~'~°~ ~ ;Op , ...... , I 0 Z ~~ ~~ -~ ^ A A ~~C~O ~ I ~ f~ cv ~ ~ m-Ci tNCP t~02~~ a f'J1 ~°° ;~ ~~`~ Z iz= woma ,,~h• `° ~ z"' ;~~ OD ~ ~''tr °m ~ r ``w I yon '~I~ ~ N ~d~ ~~N~ ~ ,,Dow20~ „c~Y I w ~,~ ~; '~~ N ~'r~°z . ~ ~a m m ~o ~ x ~ °z~ ~ y ~~~~ 'moo. oz ~ ~ o -~ A ~~ ~ ~ z '~ ~ro r S00°59'11'E 1327,75' I Ir"' ° N ;~ ~ 1294.69' r 33.06' 1 ~ i~ Q Q r ~~ r~1~1nn z A ~ I~ ~_ '*1 'r1 O o ~/u ~ y \ .~ ~ ry : ~~ w ~Nto ° ~ .D D 2 ~ -~ r a • a Q rzi If~l £ v) V ~ 'anion m ~o o ~o Z ~... `` ~-' ^ N HO V~'i ~ ~ ~ - 'c ?^Z T~ n1 p X p Z N s I '(7'~ •A "O -a ~ 'H p A /~ G' EAST LINE OF THE ~ ~~ ~ ~ ~ ~"{ O (/~ NVl/4 OF THE NVI/4 • 33' ~ ~ ^ H D 1295.1 T 33.05' ) ~ _ '*I rn SOO°50'26"E 11328.22' ;P 1 X m --~ ~--+ ~o I Z ~ ;~ ; I I p ~ ('l~~- o c _N,JMn_G?~4~'C~Do__ dlpG:l_D~_~i ~~ Id I c~ z rn Ay U~Jn GYJGD_C3~'l Q4~.1GG°3~i ~~-° !~ ' ? ~ ~ ~ ° ~ --------- I '~r ~ ___;~y IQ_~_____ fn ,A s rzi / ~'l I -- i~ IO ~ ~ ~ O o _t I I it A :.'t,. ? 7 2000 ~ W` j ~~ ~ ~ o ~ -C w ~ ~,41HlEa1N.WW.~ 11 3 F, ..: ct Dads II -~ ~' D ~ ~ ~ ~° ~ a / ~y-i~~ ~l z . -~ ••, ~ D o • ® ~~ rnd ~~ f e y N ~ y °~ ~ A I z c m ~ _z m ^ ~ a O yA z ~f/1 ~~~yy a~ _f. ~ ~~~ I PPPpy~~'C) `~ O .~ ` ~ ~~i O 2 Z A~ m ~~ d 6222~~ ~y N~m J A rn zv G p~ ~~ O ~~~ ~~ vaao my z zap Aio2m ym c c~ ~$ zNOm pa~~ m~ ~~DY O ~i ~o z°~~ ~ z ~~ ~ A ~ BEARINGS ARE REFERENCED TO THE u ~ °o NORTH LINE OF THE NWI/4 OF SECTION °o 10, ASSUMED TO BEAR 587'40'56"E A Vo1.14 Page 3957 /04 TUE 14:41 FAX, 715 X86 4686 ~ ' X007 •Page ~ of ' ' ~ ~\o ~ ~v~. . A 1 Wkl..l. T\1' 3e > S~~ ~,2.Ur'1, .MUvhi~:"~ ... I r'r,~ . 7 2 S ~ ~~~ TK-~h ., . ~ ~0~~ ~~~ ' ~ a O m g ~ ~c ~"' i y,, °''~ ~ ~n I ~"~ ~~SZ i AS r ,~' o~z ,../'r~ ~w~ ~~~~ ' ~~~ 3 'C"~S ~' L ~. q~. G ST CRX CO ZONING PLOT Pl.PSV Scale 1"= 6d' i ~~ ~~'~•~.• ~~ ~, ~~/„ ~'3 ~ o O r~ 'Zj r ~ ~ ~- r ~ ~~, • ~i ~1' =::~t.,:.g1':O ~ ..o rv ~ A bF .\Z~`'ty"Sti.T;;~~:1 ~~` D.i A...: ~z~ -a t~w~~-: NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be \Leo l ~3u~allon capacity manufactured by w ~.~'~L~ c.a.- ccc~l~; Cw~~ ~~ov /yvo_M~] w/r~ -~~ oo Z~~z. Fic.-r~Z k . Bench marks : S~~ Gov L ' 5. Divert surface water around system to prevent ponding at the uphill side.