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HomeMy WebLinkAbout032-2181-07-000 .cons •n Deparment cr Cornrne•ce PRIVATE SEWAGE SYSTEM Cony. St. CrOlx safety and 13 ld rg Dwisi6n INSPECTION REPORT Sanitary Permit rb 605139 GENERAL INFORMATION (ATTACH TO PERMIT) Slate Pan IU No. Pefsoral rlornv.t un yed provde may be used for secnneary psrposes IPnvac'y Law, s.15.CA (1;(m)I 3127503 Per-it Holders Name City Village Tmwrsnip ?arcel'ax NO. David & Rebecca Frisby TOWN OF SOMERSET 032-2181-07-000 CS' 3W Clev. ttip. BI: Elea 1 0, Bt: Uesnipt an 1 e 1 It I sent on.TCn^aan,err,aa: No. Sbu+-C, si ut 01.31.19.1531 TANK INFORMATION J ELEVATION DATA '+Y Cil n -1 TYPF MANUFACTURER CAP T STATION BS HI FS ELEV. Sept C Benchmark Dosing Sb Alt BM Ae Bldg Sevier 2~ t Irlet CCJJ Ih TANK SETBACK INFORMATION a In ~ Stmt Oettiel ~ a S TANK TO P L V-,IELL BLDG Vc•it fo Air mra'.:e ROAD Of Lnlel Sectic +IpU. ZV r Dl Bottom 13• ~I 9/. 2 D-slag- erali,r ~w Dist. P pe J .J V 3. Ll U . Hold Ilk, - Bot. System y.os Ipo.3 Final Grade PUMPISIPHON INF Manufacturer Demand St Cover GPM 02 • / N'odel :Namber TDH LiRiq , ll I osss system Head 3 2S- T `H O rl ^o'cemam _engtl-w D a. ~n Dir.. to Wall SOIL ABSORPTION SYSTEM HOC BEDITRENCH jV -,t'. , Lenctr r--rj No 0' Ifeneher- r, }{~yT PIT DIM IONS No. O' P' Inside G0 Liq..id Dectr DIMENSIONS r I1 SETBACK SYSTEM TO Pr! BLDG WELL LAKF~STRE) LEACHING '.fan,rfactdre•. INFORMATION CHAMBER OR "°MOM ,3D]UNIT M1+lOdel Nume DISTRIBUTION SYSTEM S (U~ { \ f c(S {3 oo c1 R /P_.) IHe:?dcd n'c d ciiii Dis'n,"Ja , r x Hole S de f lute no Ve• c Air Intake Q r 1 S„ ee , r 1. ?s q Z ' S3 ~~i C Lcn tt D. Len Dia Spacing SOIL COVE x Pressure Systems Only xx Mound Or At-Grade Systems Only Uep O - n1r. Q ep:h Over xx f?epl- Of aFer. xx ScededrSc,ced xx M..lohed 6e:N tV (ty 6edr" ercr Le es t 17 l/~ \ i, '1 9 f r I t 1 L- '"yes L No s N.. COMMENTS: IIrCLde co crepenc es, cersons p'esect etc j Inspect or Inspection #2 ~AlII Location: 232576TH ST o l ~ - 7.) )Alt IBM Descriptol 2.) Bldg sewer length = ~Q r - amount of cover = CoVeroA D, Plan revislsi aec? I~ Yes No use other side for fa addi6 oral informatr n, v Tv1 ✓ (V~lt SBO-87ta R 379fj Da:e Insep ierat., Cp9 No 5fiw-') gig -aal coulay ' - _ Safety and Buildings Division j j BS ~ Q 2G 1~ 201 W. Washington Ave., P.O. Box 7162 Sanitary l'enuit Number (to be f llcd in by Co.) - Pg, I i. I I e Madison, WI 53707-7162 = _ ~ OS 13~ ----1 Sanitary Permit Appllc i tilnc'f ntsaclion\lmbal 1t ( ) 11 nccordar!cc ndh Si l 1R) 21O) l ts. Ado+ Co c n u b n v (o m to !i c ^pp'epl rte m rAlr w~l t n.. ( n 7 5 G -7 is rapd;id prn (u nLl tit r n.y ) 1 \u \ ~ti t't Itx:o r n. r' 11 U1 TS rtsvhnn d,o f----- Pmjca Addr. cs (lf diltirtn(ib,al waning awrt 111 I)e)Lt n ^n ) $.If It Lnd t 1 .e l! S r I -pa 1 t n. Ilmion Ott Imn al:: rc t,-- u ms's to aquhr, to Yr ll f itcs i.c+ r,(,.: D_) s~-u. ~ Please t .J: 5 0 d I 4pphratmn Intro natmr~j Print 1il Inf mnou - - - c) 3 R6 7~-- ,ST, ! 1 mr R (h.r , \ n . K 4«(~ / 1'attd : - r ( I nroi O,:r. s3i r ~C__?G~~J~ of,3i. 19, 1 ts0at. La: Cite. Slab d L iZin(b::r _~-T~nra \ua)t" jlU 2 11. Type of Building (chock a0 that apply) L/ Lot x P it o I At m7lnnnnll.vLio `:vm'rrofnairnaa-s _7___ ~ Pnblic•'Cotrn Sial Da;utW LSc :[i State U:•nul ~isfFcol S X75 OV. it of Ill_ l'ype of l'crmil: (Check only one box on 1)se A Complete hne a IfApplicable) \E1v $\SCm I = ttCpIOCCn::!!t S,, C.11-1 f -Jil _ :_:.T.2Rt O:11\• ' Ltt)fliCl'linZililC3ltni)i01'CIS(IItg S)]:Cm(C%rJall) r { 1 i R V I a-,)+it ltu) t - 1 .n!il I(at' i n. - I Lim art s P;rlh \enbc; and Date I, i 11'. Type of PONVl S SVStc"w wnpontat/Dmlce. _(Chec6 all that ap IP r) - 'y `-\m)Prewrr tin-<. us! r. i !r (r rtl i. n:e: of,lil.b!c coil ❑'1n -d bl in of,tmnb:c soil J lloi -1 -i-) 'l t. n. )1 Cn : { - P c; r J t:c ( #`On I { Dnp rc•11/1 rut cnt +lca tofnrmalwr - _ - - - --~7~+'t -►~"~F-~ (sf) rUi<_( r: ! .IC., Pror « 1-'r .•,ec to t ei cox 1? r0 2~ y, rv s i 1'l. Tana Spfn Canc:a n TO ;:4 01 - • \b.nufaccrt (3 t i \<a I W is y ILL'I'r,-YS t - it - l7 C---- t'li Rapoosllxlify Statement- (lie a_ndemgned, ass,nnc rnponalblkly fnrinstallalion of the Poll fS shon-n on the atlachld plain ' 17 t r , \,::r (1 ri n) r ui Lo I~ m[ulc/ It 61i'itS NamL•:r O,uwos pit o= i) - Iun I• -r s Addr s (Strrc4. Oiry, Slain. Lsp Cn1_) ~ - I l'11 .onrhll3_J) n tment t sc Ovls _ - - - Ap:•:oa:.i I ..t P rm:. P_:- -~)a(e cnvd Lssai Beni ipu. -ff ! I ?9 ,g R~a~wa In, IX. Condit --sappmval \ ' IifYl»relrl CeA must all be g~,yk u n i''t irft s~"Ya/r~Yr1l~/~~I~ .I ' 1 pi per marakernerf plea ,n'o Well by Piurnbe:c / Q,~ IIA et~~- 2 AN m%w* reS(,ft"irlerae saws be rar cent- • Per pp~ CA)& / CrdiMYt). py~ lJ s c__ •r~~ t -aumh uuany:ele n!2w fnr the eyatese amisue lNl! } nn 'PWI ue1 1tm@ma l:21111:w iti t"r I I ~l\a:..,. e~1o llJrWi 4 f w~c~ LJ j (~~~,LI % I 1 4 -I t M civ 3 r' ;vsx'!rr~:; ' DIVISION OF INDUSTRY SFRVICFS 1054' N HANOI I RD HAYWAHD WI 54813-6•x62 i' S Contact Th o.ig•I Relay P c httpl:dsps vn y::v:;:roy:arnvind~st•y-services J •M.W.Wiscons r.goV Scott Walker, Governor Laura Gutierrez, Secretary ,luly 19, 2(118 CUSP ID No. 220357 111 V°: PONTS bupe tar BRAM J I, I'6ARD ZONING OFFICE. I'lYiARD PLUMBING. R. HEATING S I CROIX COLA TY SPIA PO BOX 413 1101 CARMIC'l1ALL RD AMLRY WI 54001 HLDSON WI 54016-7708 CONDITIONAL APPROVAL - - PLAN APPROVAL EXPIRES: 0-A9.'2020 Identification Numbeis Transaction ID No. 312-503 SITE: Site ID No. 8513211 David Frks,S Please rclcr to both identification numbers, 2325 76T1 I St above.. in all correspondence %vith Lite agency. To\+n of Somerxt - St Croix County SWIM, SH A, SI, T}IN, R19W FOR: Object I ypef POAk IS Component Manual Regulated Object ID No.: 171,85893 Maintenance required; 600 GPD Flow rate; System(s): Mound Component Manual - Ver. 2 .0, S131) -10691-P (N.0Ir`01. R. 101.'.1; FTfluent Filter The submittal de.erihed ahnve ha, hecn rc%iewcd for conlormane'.c with app:icable S1'iecon%in Adn6nistrativc Codes COND. lrrld W nconsin stdtulci. the sutmnillal has bean CONDI-I IONAI LY APPROVED. This system ilto Igy~trt APPS and located in accordance with the enclosed approved plan and with any component manual(s) I rwce aedo SAFETY AND -The owner. as de m. d in chapter 10 L01(I U1, W isconsin Statutes. is responsible for compliance w all code DIVISION OF IN requirement. A copy of the approved plane, specifications and this letter shall be on-site during construction an open to inspection by authorized representatives ofthe Department. which matt' include local inspectors. II permits required by the state or the local unuticipality shall he obtained prior to commencement of construcliotu installation!operation. / In grantinn this approval the Division of Industry Services reserves the right to require chances of additions should SEE E conditions arise making them nccessarv far code con•:pliance. A% par state %tat% 101.12(2), nothing in this review shall rclie%e the designer of the responsibility for desk,ning a safe buildins„ structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the addres, on this letterhead. hhc abo%e left addressee shall provide a copy of this letter and the POINTS manaiiement plan to the owner and am others v ho are responsible for the installation, operation or maintenance of the POW"I'S. Sincerely, Pee. Required S 250.00 r Fee Received S 250.00 Balance Due S 0.00 L LdsSuS'fa\ x Nastcwater Speciah. , Division of Industry Services WISMART code: 7633 15)614-3484 , Mon-ft i, 8:00 a.m. - 4:30 p.m. edw' iu.ta\ ior(tw 1'.110% MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIW 0\'ED INDEX AND TITLE PAGE 3 Tr;VICES Project Name: DAVID FRISBY Owners Name: DAVID FRISBY Owner's Address: 1268 220TH. AVE.MILLTOWN WI 54858 76TH. STREET Legal Description SW/ SE/ S1/ T31/ R19W Township: SOMERSET County ST. CROIX Subdivision Name: WOODLAND MEADOWS Lot Number: 7 Block Number: Parcel I.D. Number: 032-2181-07-000 Plan Transaction No.: `OXALLY OVED Page 1 Index and title -ZOFESST"AL SERVICE Page 2 Data entry 'US RY SLRVICES Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 PLOT PLAN OND NCB Page 9 SOIL EVALUATION Designer. BRADY UTGARD License Number: 220357 Date: 061 18 Phone Number: 715-760-0946 Signature: ~~~•4v- Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01101), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.11 (R. 06/01) Pagel of 9 Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design Note. Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 8344-3 in-situ soil treatment rot fecal 1.50 Peaking Factor (e.g 1.5 = 150%) coliform of 36 inches 600.00 Design Flow (gpd) 3.80 Site Slope 98.96 Contour Line Elevation (ft) 28.00 Depth to Limiting Factor (in) 0.50 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution y Pressure Disribution Information network? C Center or Lnd Manifold 4.00 Lateral Spacing (ft) If N above, enter the elevation (fl) 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 2.50 Orifice Spacing (ft) = 10 00 fe/orifice 2.00 Forcemain Diameter (in) 80.00 Forcemain Length (ft) Does the forcemain drain back? Y 85.00 Pump Tank Elevation (ft) A.43 System Head (ft) x 1.3 1305 Forcemain Drainback (gal) Vertical lift (ft) 4675 5x Void Volume (gal) Friction Loss (ft) 5980 Minimum Dose Volume (gal) Total Dynamic Head (ft) 39.32 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in dia options choice in dia. options choice 0.75 1 25 1.00 1.50 x x 1.25 x x 2.00 x 1.50 x 3.00 2.00 x 3.00 x Gallonslinch Calculator Treatment Tank Information Total Tank Capacity (gal) 1250.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) weiser Manufacturer u gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 750.00 Dose Tank Capacity (gal) POLYLOK Filter Manufacturer 16 12 Dose Tank Volume (gal/in) PL525 Filter Model Number weiser Manufacturer Project DAVID FRISBY Page 2 of 9 Mound Plan View T J ' . . ~ ObservaUOn Pepe . 31 - K..... p ~s A W t. t... B . . . . . . . . . . . . I 3 . .'.Q . • L Mound Component Dimensions A 8 00 ft E 11.65 in H 1 00 ft K 7 77 It B 75 00 ft F 9.25 in 8 00 fl L 90 54 ft D 8 00 in G 0.50 ft J 5 22111 W 21 22 It 600 00 (ft') Dispersal Cell Area 1200.00 (ft) Basal Area Available 8 00 (gpd/ft) Linear Loading Rate 7 50 (ft) 1/10 B Obs Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.40 (ft) 10 G H F Dispersal Cell 100.13 (ft) Lateral 99.63 (ft)~~ Invert Dispersal Cell Elevation EJ D \ 1 141 \ 98-96 (ft) Contour Elevation 3 8 % Site Slope Geotextile Fabric Cover Shading Key v EL Dispersal Cell See lateral details on 1❑ Topsoil Cap o c 1 5 It Page 4 for number. size. Subsoil Cap m o Q and spacing of laterals - © ASTM C33 Sand it / F Laterals are equally © 0 Tilled Layer 0.5 It Iyp cal t ateral spaced from the 5Q Aggregate e 'o 5 distribution cell's centerline in n the A - ` distribution cell (AxB)- Project. DAVID FRISBY Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via reeorn it t-, to manifold at antipoint. L.9"A..u....N."U.al P _ . S •=Tum-upy0ballvalveor IEX~IExl2 xl<jl I.aerals it force malnof PVCSch40 cl asn out plu a per COr61M Table 84.305 Holes dua•A on the M+Ilom of the lateral. Number of Laterals 4 Orifice Diameter 0 188 in Lateral Diameter 125 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 36 69 ft Orifices per Lateral 15 Lateral Spacing (S) 4.00 ft Orifice Density 10.00 ft'/orifice Lateral Flow Rate 9.83 gpm Manifold Length 4 00 ft System Flow Rate 39 32 gprn Manifold Diameter 1 50 in Total Dynamic Head 2027 .ft Forcemain Velocity 4 02 ft/sec Dose Tank Information Locking cover with warning _ label and locking device and sealed watertight F:ectrical as per NEC 300 and 1 Comm 16.28 WAC 4 in. min. Disconnect I ank component is properly vented - E Alternate outlet location Forcemain diameter Weiser Manufacturer 2 in. Capacityl 750.00 Gallons Volume 16.12 gal/inch A ♦I Weep hole or anti Dimension Inches Gallons B siphon device A 32 82 529 00 C B 2.00 32 24 4 _ Pump off elevation (h) C 3 71 •59 80 r 85-67 D 8.00 128 96 D f Total 46.53 750 00 ~ Dose tank elevation (ft) Beddiny un er tank. 85.00 Alarm Manuafacturer LEVEL Alarm Model Number DLV S Pump Manufacturer CPE51~ Pump Model Nur Pump Must Deliver 39 32 gpm at F-2-0-2 7 ft T D H Project DAVID FRISBY Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name UTGARD Phone 715-760-0946 POWTS Regulator's Name ST. CROIX Phone 715-386-4680 System Flow and Load Parameters Design Flow -Peak 600 gpd Maximum Influent Particle Size 118 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L 1250 gal Maximum TSS 150 mg/L Septic-lank Capacity Soil Absorption Component Size 600 fl` Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ponding and seepage once every 3 years INSPECT FILTER ONCE A YEAR Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual, 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis Adm. Code. 4 Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral _ s I - - - - Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project. DAVID FRISBY Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 8244 Wis. Adm. Code, and shall maintained in accordance with its' component manuals ISBD-10691-P IN 01101) and SSWMP Publication 9.6 (01181)1 and local or state rules Pertaining to system maintenance and maintenance reporting 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 shall 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 diameter shall be secured by an effective locking device to prevent accidental or unaulhorrzed entry into a lank or component. Septic Tank The septic lank shall oe maintained by an individual certified to service septic tanks under s. 281.48. Stats. 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 fitter shall be assessed at least once every 3 years by inspection. The outlet fitter 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 fitter is equipped with an alarm, the fiher shall be serviced it 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 accumulation 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 . Pump Tank The pump (dosing) lank shall be inspected at least once every 3 years. All switches, alarms. and pumps shall be tested to verity proper operation. If an effluent filter is installed within the tank if shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound Plantings maybe 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 sod 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 as protection from freezing Influent quality into the mound system may riot exceed 220 mg/L BODz, 150 mg/I. TSS, and 30 mgrt. FOG for septic tank effluent or 30 mg/L SODS, 30 mg/L TSS. 10 mg/L FOG, and 10` cfut100 mL for highly treated effluent. Influent flow 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 shall be reported to the owner. and any levels above 6 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 condition. If the dosing tank, pump. pump controls, alarm or related wiring becomes defective the defective component(s) 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 will be repaired or replaced in rts' present location by increasing basal area if too leakage occurs or by removing biologically clogged absorption and dispersal media. and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider Project: DAVID FRISBY Page 6 of 9 i ITT GOULDS PUMPS Residential Water Systems APPLICATIONS MOTOR Specially designed for the following uses: General: • Mound Systems • Single phase • Effluent/Dosing Systems • 60 Hertz • Low Pressure Pipe Systems • 115 and 230 volts • Basement Draining • Built-in thermal overload protection with automatic reset. • Ileavy Duty Sump/ • Class B insulation. Dewatering • Oil-filled design. • High strength carbon steel shah. SPECIFICATIONS PE31 Motor. Pump - General: • .33 HP 3000 RPM • Discharge: 1'/:' NPT • Shaded pole design • temperature: 104OF (400Q maximum, continuous when fully submerged. PE41 Motor: • Solids handling: %i' maximum sphere. • .40 HP 3400 RPM • Automatic models include a float switch. • 115 and 230 vohs • Manual models available. • PSC design • Pumping range: see performance chart or curve. PE51 Motor: PE31 Pump: • .50 HP 3400 RPFA • Maximum capacity: 53 GPM • 115 and 230 volts • Maximum head: 25' TDH • PSC design PE41 Pump: • Maximum capacity: 61 GP%1 AGENCY USTINGS • Maximum head: 29' TDH n PE51 Pump: 1 1Y • Maximum capacity: 70 GPM • Maximum head: 37 TDH r c us Tested to UL 778 and CSA 22.2 108 Standards By Canadian standards Association .+ere-~+% ra- - file #LR38549 PEit ~'J'4: 2l' t vES, 35 to l 't'om 2Gm11 Goulds Pump is ISO 9cor Registered. 30 PEAT Lk tfi J 75 Pt3t ` 26- o l .byT :0 5 0 00 10 20 30 40 s0 60 70 GPM so y CA^ACnY IP 13 ~ - y cI - ~ ~v T_( v- \ Y1 M ~ n l~'~ 151,404 sq, tig1 aJ 't~ 3.4_8 acres iL L. B. 0. 1021.5' 1012 81~ r.c AUL 629.47 C9 6'33' NB3'52`29.,E % ALL Li N ` 7 J I - - C50 m ,31,024 sq ft. W 0 3.01 acres L. B. O. =1024.0' 'L na Gh G`~ ~b` c. 022.9 n ¢Fe~l' o r. ~c c° u' 550-93' L4 33 6 x N83-5229"E N z- 24 JI A \ ~bv'T v 6 n'i I rf ` c \ 132,.326 sq. r.) rNO nA _ 3.04 acres co 3L MAP OF SURVEY DESCRIPTION OF O t 1~4 4 o I 1'S of ,Ot -O'( the Woodlund Meadows the * Sout heaa a ocated in the .Southwest 1:'4 of the Southeast ,'!4 w~~ Towm of Some of Section 1, Township 31 North, Range 19 Rest, zonLVCNOTICE . Town of Somerset. St. Croix C~ountl{ Wisconsin Fach parcel shown on Towm laws. rtdcs and f j size. access to parcel. y a an ~ IOL contact l3cpartni ra and t the T D•' Ott ;y19 - _ Gi! d'.~ 30 629.36 :5? 20.08' cn o C 'R O"SL CD 3.01 Acres Z N c vA t. v. `l N s ~~`~G/ \~6 ,.R..riii4. 9' ArF V7: ~5,5 11..~C _ . S(-ALE. V 100' 3..`.. i 550.72 N83-52L 0- SO' LEGEND y A CONIK77D I' Sl!RVEl'OWSCERTMCATT.: lhii\ L Joshua 0. ) anRer. I'rt,l'essionttl Land Sur e}-or. hereby cartifi that this map is x G 1" X 19, i L,+I Lr~ true reprrscntation of the lands gtrvevcd. is corco! to the best of m) Imnw9edee and WEIGHING Lt belief, and ::ornplics with Chapter A•F ? ofthe Wiscomin Adminictracvc Code- i `W7 'X ;pp_Cn^; R%.( L.B.O. Lowest fimi ua il. lun . I'Lti No '+13P. _ CLIEKT: David & 1; lure 6. 201 DA'Ff OF %[PI1) t4 SHEET I OF I SHEETS ST. CROIX COUNTY SEPTIC T.ANIK NIA1NTF.NA-tiCE AGREEMENT .AN D OWNERSHIP CERTIFICATION FORM Owner/Buyer _ w ✓r t Mailing Addressh~G~~i~ Property Address ? 5 7 5 77 (Verification required from Planning & Zouiug artment for new construction.) City/State c tit ~_c_ 4 l Z Parcel Identification Number C _ ;5,2 - ~ l / O 7 - L-C C LEGAL DESCRIPTION c~ e Property Location ; LL? t/< , 5 '1A , Sec. T NR / W, Town of Subdivision Plat:_ uL<_ Cy L _ l2tS- TZ et_.)_ Lo[ # 7 . Certified Survey Map # Volume Page 9 Warranty Deed # l 0 (before 200• )Volume -.Page Spec house G yes)l~no Lot lines identifiable Ayes % no SYSTEM MAINTF,NANCF, AIND 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 §SPS. 383.52(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 13 full of sludge. Uwe, 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 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 witftin .30 days of the three year expiration date. Uwe certify that all statements on form are true to the best of myiour knowledge. Lrwe am'are the owner(s) of the property described above, by virtue of a w ry deed recorded in Register of Deeds Office. Number of bedrooms 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. 04112) Ryan Yarrington From: Sarah Borrell Sent: Wednesday, August 29, 2018 11,0? AKI To: 'Wausau Homes Now Richmond Steve Kopp' Cc: Ryan Yarring_ Ion Subject: RL: Frisby Thank you, Steve! Barad Borrell 'Please Note' new eriad address 11 I " From: Wausau Hornes New Richmond - Steve Kopp <Koppsco: Wausauhomes.conv Sent: Wednesday, August 29, 2018 11:05 AM To: Sarah Borrell <Sarah.Borrell sccwi.gov> Cc: Ryan Yarrington <Ryan.YarringtonCnlsccwi.gov> Subject: Re.: Frisby Sarah, Correct, yunker will be staking out the horse also. Steve Kopp Wausau Hornes New Richmond 575D N Knowles Ave New Richmond, WI 715-760-5014 From: Sarah Borrell <sarah.borrell(Osccwi.gov> Sent: Wednesday, August 29, 2018 9:41 AM To: Wausau Hornes New Richmond - Steve Kopp Cc: Ryan Yarrington Subject: RE: rrisby Good morning Steve, Can you verify that the home will be placed as proposed in the reap of survey I was given to make this determination belo,w? The map of surve;r was provided by Yunkei land surveying to me on June 11, 2018. /{1 i 2 A N it O z r c, (1 ,1 Cl i ~ N a Cpl. 6 U W r11h~i'' U v O .1 9Ni g~ o.rn t~ 0 6 \ SA o y otz rn /~w Z boo ja o y o C y / O mil' V) :po\ Z5 U S• 00. 03 ZZ co M (04 0) r) 'It ~ W -4 L,4 c~ Cr~ 00 ,A OD m T » tr O N r f~ `O. N v it W 03 C- co y iD y V: Q fn A A o wD O C A 2 0 O Zz S n (D A n ~ W ~ tp S, ri' ~ N N n b S~ ! W N O d O ~ V : 3 yr ~ V c c S 11 0 D► (hank you, _Sctrtt~. Worrell (i ] Sj 356.468Q Land Use & Co'iservation Special st Comrnunil'•; Devoloprnert Department "Please Note' new email address: I j ~i FX' ST. C01• A41JNTY 2 From: Wausdu Homes New Richmond - Steve Kopp -:Kopps~t•.dc•.auhomes.axn:> Sent: Monday, August 27, 2019 11:36 AM To: Sarah Burrell <Sarah.Borrcll@sccv.-i.p,ov> Cc: Ryan Yarrington <Ryan.YarrinatonC~sccwi gov:> Subject: Frisby I I-ii-, is the crra l fr':rn Sala", VJ. r a 1'I ie t t ~ st~c r,;at11: f b'OU need sr-,inethiT :I please 'et 1 r_. mr;,•, - 'hanks r.rc" Steve Ko r:j .'Jausau Ilo~~e:-. Good afternoon David, I apologize as I just returned to the office yesterday after a few days away frorn my desk. After reviewing this Map of Survey, I do not believe a Land Use Permit would be required, provided the house goes in as proposed. My suggestion is to have the drainage casement and setbacks staked to prevent any type of encroachment. I spoke with Josh Yunker not too long ago and if I recall I think he planned to stake the lot as well when he was onsite for the survey. I have attached Ryan Yarrington to this email, as he may most likely be the staff person reviewing the sanitary per rnit when it comes in. Please send a copy of this map to your plumber so that he can include it in the Sanitary paperwork. Please let me know if you have any additional questions. frank yrm' Srtraji. r-OrrCJJ - -;'95-16 C. _end Ose & Cerise r a.ton Sc:c lis; ommunity Development Dcpar;ment '?fease Note' new email address: ~i5ii-:J d`2 h_'?Or tell ST. CR(~I• WLJNTY Steve Kopp 3 &isausau 575D North Knowles Avc Now Rirhmond, WI 54017 Phone: 715.746.9004 fax: 11S25G. Si3 wausauhomes.com koppsCDwausauhomes.com in a Caoi£f~17S ^a9e ot_- 3- 1 ^ s. o ~l ~a}e ytpl P r s:: nal se vices ___---~ah~ ~.TLON REPORT ^I n ^f :;al y antl 6cW<I n~~ a_'y Goir:!_lc 5 L pl. r r r. psper IT INC 11T1r p 1 2 r 1 F,a n: - lal r 1',; F, 7,1 o M1i al ird 1'r_r /,-La: «_-'erenae won! 'r N-1: irer h:-:o and Q D:.F . -:ra F or euL:• I$P"c. r,. 1 ,_.«..v. and inrzlro,. nil ...r. lar rh. 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