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030-1062-60-020
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 561015 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: City Village X Township Parcel Tax No: Simon, Richard & Angeline St. Joseph, Town of 030-1062-60-000 CST BM Elev: Insp. BM Elev: BM Description: 2)m Section/Town/Range/Map No: /900 I GS ( 24.30.19.222 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER f CAPACITY STATION BS HI FS ELEV 3. 7 10677 / Septic kA- (ZI56-1 Benchmark Z M Dosing / 7256 Alt. BM Q O J y ~ / 7-5 A Bldg. Sew r X 2 7 1~ Holding St/Ht Inlet C13 - 3 TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L W BLDG. Vent to Air Intake ROAD Dt Inlet Septic 7 66 ~7 Dt Bottom , T7.3 Dosing tx / J ' A /4061 Header/Man. Z. Z% At Aeration Dist. Pipe - z. zq? /D/• yL Holding Bot. System . Final Grade . PUMP/SIPHON INFORMATION tv .9 /d z Manufacturer Q GF nand St Cov-~j ~ ~ Z ~7 . L /T '(J 7 Model Number /rJ ai,) X53 ca~~- ~.s . TDH Li Friction.Loss3 System Held TDH Z 7 Ft 40 Forcemain Length / IDia. Dist. to Well 5 Ar SOIL ABSORPTION SYSTEM BEDITRENCH Width / Length No. OfArench PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS Q 17.5'1 D CJ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. INFORMATION T e tem: / CHAMBER OR Model Number YP UNIT *7 OQP DISTRIBUTION SYSTEM 150 16 4#&-j Header/Manifoy Distribution / x Hole Sizel37 7Z if x Hole Spacin5e Ve to Air Intake Pipe(s) ,7 Length 7 Dia DSpacing-11- y SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only, Depth Over Depth Over xx Depth of xx Seeded/S dded xx Mulch d Bed/Trench Center 117, Bed/Trench Edges Topsoil I Yes 0 No Yes i] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 7 /3 Inspection #2: Location: 1478 85th Str e New RichmcpO, WI 54017 (NE 1/4 NW 1/4 24 T30N R1 9W) 40 acres Lot d-•0'.55 ~arcel No: 24.30.19.222 1.) Alt BM Description = I 0 ~ GaJ e~ G 2.) Bldg sewer length G~ - amount of cover = ( (~I J cz+- '16 Plan revision Required? Yes No y L L3 f V~f' Use other side for additional information. Insepct~____~ Date 56D-6710 (R.3/97) or's Signat Cert No II PUMP PERFORMANCE CURVE w PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE SUMP /EFFLUENT MODELS SILL EFFLUENT MODELS 318•, 112• & 314" SOLID PASSING CAPACITY 318",112" & 314" SOLIDS PASSING CAPACITY 4 1 MODEL 48 5715599 72 76 98 1371139 14014140 151 152 153 135- Feet Meters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gel. LBars Gal. Liters Gal. Liters Gal. 40- 1 tat 5 1.5 29 110 43 163 M 144 50 189 72 273 93 352 86 326 50 1- 189 69 261 291 10 3.1 22 83 34 129 30 114 40 151 61 231 79 299 80 303 45 170 61 231 70 2115 38. 7 15 4.6 10 38 19 72 14 53 30 114 45 170 64 242 73 275 38 144 53 201 61 231 20 6.1 17 64 25 95 36 136 66 250 29 110 44 167 52 197 25 7.6 - - - - - - - - - - 8 30 59 223 16 61 34 129 42 159 36- 4186 30 9.1 - - - - - - - - - - - - 49 185 - - 23 87 33 125 11 40 122 - - - - - - - - - - - 28 106 - - - - 11 42 152 - - - - - - - - - - - - - - - - - - - - 18.3 - - - - - - - - - - - - 7 F7 32 t 21.3 - - - - - - - - - - - - - - - - - - - 244 21.4 - - - - - - - - - - - - - - - - 30- 30.5 - - - - - - - - - - - - - - - 9 33.5 _ _ _ 36.6 - - - - - - - - - - - - - - - - - - - - go- 11;71 39.6 - - - - - - - - - - - - - - - - - - - 26- N\ I o8 Head: 181115.5m 1925 R 5.9m 18 R 5.5m 25 R .6m 23 ft .0m 26 R .9m 50 ft 15.2m 30 R 9.1m 38 R 11.1 44 R 13.4m 0 2 4165 75- c 22 16114161 16314163 16514165 185/4185 18614186 18814188 18914189 191 N 11~ a 7 el. l8ers filers Gel. LBers Gal. Limrs Gal. LBers Gel. LBers G 100 379 61 61 231 58 220 145 549 145 45 170 4183 GaL Llmrs GaL N26 65. 93 352 91 61 231 58 220 140 530 45 170 85 60 1 1 56 220 134 507 1511 45 170 161 1 4161 4189 711 59 60 227 - 58 220 128 484 131 496 15 170 56 70 285 67 59 223 - 58 220 122 462 125 473 45 170 1 140 62 235 55 56 220 85 322 58 220 454 45 170 at a 170 46 55 206 70 285 58 220 104 109 413 45 170 so- - 45- FIN N 1' 411. 20 76 33 50 169 51 193 56 220 90 347 97 367 45 770 14 1 15 39 148 32 121 58 220 71 20 66 322 45 170 23 87 9 34 52 197 51 193 69 261 45 170 152 _ _ - - 10 3B - - 15 170 26 106 61 193 45 170 12- 1 153 _ _ _ _ - 31 117 2 8 N 129 45 170 _ _ 16 80 - - 17 64 40 151 1 751 _ _ _ _ _ _ 1 15 _ _ _ _ 30 114 20 76 185 _ _ _ _ _ _ _ 10 38 4185 ' 568.17.tm 668.(20.1m 89 iL(26.4m) 73IL(223m 114 R(34.7m 91 R(17.7m) 1106.(33.5m) 1371L41.8m 1 D09922 1 A CAUTION Model 185/4185 should not be subjected to 2 less than 30 feet TDH. ae 7 g 76 139 NOTE: For Pump Performance on Model 112, Industrial column explosion proof pump, see FM0219. 10 z0 30 40 5o BO 70 80 90 100 110 120 130 140 150 GALLONS LITERS 0 so 160 240 320 400 480 560 FLOW PER MINUTE w1 MODEL 211 264 2% 267 288 27014270 2829282 28414284 2924292 2939293 29414284 2954295 W SEWAGE AND a. ww DEWATERING „ m m a a _ n sm ,a a 4m ~ 4 7b m 111 m ai m m al Im m 1a 141 ml ,m N - mi as 1N m 80 m u a n - a m 'm " ,a m m a s n sm an ® r - - a1 m w sm a 24- 1 74 _ _ _ _ _ m a n m n >M m >o ,m su Im sn 75 m - - - - - - - - - - - - - m m fro m r w sn _ _ _ _ _ a ra m am w 4 w c _ _ _ _ _ _ _ Is a a ns am 22 70 m ss - - - - - - - - - - - - - - - - o m 20 65 a.,"ex.s~ ,ssus4. 1e ss. e.l as 'as I a mur au,ol.i R4 n.e. m +aa+ nu,arl numb 18 B0 009904 a = 55 16 50 z p 14 45 a 12 40 293 PUMP PERFORMANCE CURVE 1D 35 SEWAGE MODELS 30 8- 25 2" SOLIDS PASSING CAPACITY 266, 282 270 6 20 267, 126 15- to- 2- -1 5 A CAUTION 217 264 292 284 294 295 Model 293/4293 should not be 0 subjected to less than 15 feet TDH. to 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 23 GALLON UTERS 0 80 160 240 320 400 480 560 640 720 800 FLOW PER MINUTE © Copyright 2003 Zoeller Co. All rights reserved. 6 PLOT PLAN PROJECT Richard Simon ADDRESS 809 150th Ave New Richmond Wi 54017 NE 1/4 NW 1/4S 24 /T 30 N/R 19 W TOWN St. Joseph COUNTY ST. CROIX SYSTEM ELEVATION 102.0' BEDROOM 4 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' ❑ BOREHOLE O WELL -H.R.P. same as benchmark a4O rcel = = r Scale1/4 v 2 Grading is to be done to divert run-off away from syste m B.M.* 1 Pro 4 B-2 102' Bedroom House 101' Huffcutt Combo tank 100, B-1 0.1 `4,1 U 85th St B-3 Area 15' below v system is to remai nA 10% lope undisturbed QJ" B.M.*2 "J Distribution cell slope is 10% = Tank is to be properly bedded and provided with lockdown covers with approved warning labels .jl~ 1112 1320' Property Line commerc" " k 4 11EL e. WiLvy V - - - . S<rtety null Buffdings llivision - _ - r 201 C olurty W. Washin tort Ave P.O. - - /~~n g 13ox'716l tL [ ~ x sc\./ r t?tr Ma(tisun, W - - 4 - t epartrrrent of Coa ! 53'/07- 7162 r'4H ' S, L y L Nw 1 - (u b GII U iL. by < - - Sanitta{ itrt' AppYicatro. , - _ SS//..,JJ~~_! S_ _ State lranaactiur Nullll~er !n accordance with s. Corrnn. 83121(2), Win Adim Code, sub"'i"iolr Of itris turn to the appropriate e Itat l unit it required prior to obtanrirlg a sanitary permit. Note: Application) ti)m1S for State-t - - - 2 _ submitted to dye bepartmeal of Cormner(u. Personal information you 1 arG Fro eft AclQrebs (if dillere nt thanmatting address) - purposes in faccordance with the Privacy Lw'!f s. 15.p4(! (rrl), stats. y provide )nay by ftx:sectmdary 1-4173' Y. Application - -1 rmation - Please Print All ;<nformatiou yW ~5 Property Owner's Name r t Parcel iE - t r - r j Property 0/1 Owners Mailing Address Cr O Property 1, 01111011 Govt. Lot Nu -l- - J<12- citymnr L Z_'/1• ~ %a, SCCIiOrt . -7 circle on i 11. Type of Building (check all that afpi Lot - - - - " _ I or 2 Family Dwelling - Number of Bedrooms - SubdlViSi,In'N-,IW Block -w PubliclCornmert:ial -Describe Else _ C iiy ul' V CSM Num - - State Owned - Describe Use ber rj Village of X C awn of _477-L 75 - pS ' X R. Type of Permit: (Check only one box on line A. Complete line B if applicable) TBefore ew System 11eplaccuunI t System ❑ TreatmeuUf3olding Tank Replacement Only U Other Modification to Existing System (explain) termit Renewal U Penmt Rcl,ision I.] Change of Plumber 1.1 l ennit Tiansfer to New - - List Previous Permit Number and e Issued Expirations Owner l . Type of PONKFS System/Cum Device: (Check all that aPPIYI - - - - _ 11 Non-Pressurized In-Ground ❑ Pressul ixed In-Ground ❑ At-Grade Mound > 24 m of suitable soil (J Mound = 24 in. of suitable soil F I Holding *rank 1-10th Dispersal Ct))n l)onent (explairt)_- - 'I TPretreattneut Device (expiaia)_--~ t'. Dispersal/Treatr at Area T w Ss (gpd) Doss n Soil A ficado to 4 1esi ~ - - g PP ( ds}q Dsspersat Area Requtrerl Dispersal Arm ea Proposed ti tell, l.tevatiun bU L G _ 01- 4'1. 'l'ank info / Ca,)ucit~in Total of Mturu adorer _ Gallons Ciallous Unils . New Tanks Existing Tanks U L~ b U u ~ i~l Vid ~i✓ ~L ti U f!I ~ U7 . ice. C7 n., S,.ptio or Holding .Ta„k - CGsingC}lawber Responsibility Statement- 1, the cudersig"ed, assulu oasibility, tar installation of the PC)'WTS show" on the attached plans. plumber's Name (Print) Plumber's ature MP/MPRS Number BusPhorre Ngtnbca FmZ;b7 Plumber's Address (Street, City, State, Zip C ird -----/l ~'1I 'ourlt !De artment Use Onl pp roved isappruveJ Pem/tit Fee fJate fs'ued Issuing nt Signature ason Iirr Denial tO25. fi z l on Reattons for Disapproval 1 1. septic tank, effluent filer and sj ' t t SY- dispersal cell must all be servk:es /maintained as per management plan provided by plumber, 2. All se0mck requirements must be'maintained as per apprtcable code! ordinances: Attach to complete plans for the system 1ud submit to he County only on paper nut less than 8 1/29 11 inches in size- - - - SBD-6398 (R. 02)09) 1 W ~~-VJ Le, 6~ ~ PLOT PLAN PROJECT Richard Simon ADDRESS 809 150th Ave New Richmond Wi 54017 NE 1/4 NW 1/4S 24 /T 30 N/R 19 W TOWN St. Joseph COUNTY ST. CROIX SYSTEM ELEVATION 102.0' 4 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' ❑ BOREHOLE O WELL * H. R. P. same as benchmark 40 Acre Parcel Scale = 1/4" = 10' Grad i ng is to be done to divert run-off away from syste m B.M.# 1 Pro 4 B-2 102' N Bedroom House 101' Huffcutt Combo tank B-1 100' x! tt/CA.0- ❑ 9 8' 85th St ❑ B-3 Area 15' below system is to remei in 109 Slope undisturbed B.M.*2 Z Distribution cell slope is 109 Tank is to be properly bedded and provided with C lockdown covers with approved warning labels 1320' Property Line p~4nRTMFN Safety and Buildings 5~~' Tom 10541 N RANCH ROAD o P HAYWARD WI 54843 3 I 0 S Contact Through Relay P s www.dsps.wi.gov/sb/ www.wisconsin.gov A SIO*IAtiS~ Scott Walker, Governor Dave Ross, Secretary December 18, 2012 CUST ID No. 226900 ATTN.• POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/18/2014 Identification Numbers Transaction ID No. 2186342 SITE: Site ID No. 786840 Richard Simon Please refer to both identification numbers, 85TH St Lot 1 above, in all correspondence with the agency. Town of Saint Joseph St Croix County NEIA, NW1/4, S24, T30N, R19W Lot: 1, FOR: Description: Mound, 4 bedroom residence Object Type: POWTS Component.Manual Regulated Object IDNo.: 1405969 Maintenance required; 600 GPD Flow rate; 27 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01101), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/O1); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. P.O. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code Condi requirements. APPI No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, OF The following conditions shall be met during construction or installation and prior to occupancy or use: stats. ~--SEECORi Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Care must be taken to preserve the bench mark during construction or establish a new bench mark with the elevation set to relate to the original bench mark. • The bottom of the distribution cell shall be level per the Mound Component Manual. The "D" dimension shall be a minimum of 12", as designed. The maximum finished slope of the mound surface shall not have a slope ratio steeper than 3:1 per the Mound Component Manual Reminder • The float switch shall be a type that does not contain mercury. 2009 Wisconsin Act 44 prohibits the installation of float switches or relays that contain mercury. SHAUN R BIRD Page 2 12/18/2012 • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of SPS 384.10. No fixture, appliance, appurtenance, material, device or product may be sold for use in a plumbing system or may be installed in a plumbing system, unless it is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145, Stats. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Patri ' L Shand Please Include a Copy With Your POWTS Plan R 'ewe , Integrated Services Payment Submittal. (715) 634-7810, .(715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. WiSMART code: 7633 pat.shandorf@wisconsin.gov cc: Charles L Bratz, POWTS Reviewer II, (608) 789-7893 , 7:45 am - 4:30 pm Monday - Friday Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety& Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 12/ 10/12 Owner: Richard Simon Location:NE 1 A NW1/4 S24 T30 N,R19 W Lot 1 85th St. St. Joseph System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout W.T.S. 5. Pump Chamber Cross Section tionallY 6. Pump Curve 10Y 7-8. Maintance and Contigency plan EEn suti i 9-12. Soil test E ,ESPOND 13. Filter Specifications and c oss section Shaun Bird ~ Y g ~Q3~ Z- Signature License number 22400 PLOT PLAN PROJECT Richard Simon ADDRESS 809 150th Ave New Richmond Wi 54017 NE 1/4 NW 1/4S 24 /T 30 N/R 19 W TOWN St. Joseph COUNTY ST. CROIX SYSTEM ELEVATION 102.0' 4 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none Ilk BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' ❑ BOREHOLE O WELL *H.R.P. same as benchmark 40 Acre Parcel Scale = 1/4" = 10' Grading is to be done to divert run-off away from syste m B.M. 1 Pro 4 B-2 102' Bedroom House ❑ 101' Huffcutt Combo tank B-1 100' ❑ 98' 85th St ❑ B-3 Area 15' below system is to remain 10% Slope undisturbed B.M.02 Z~ Distribution cell slope is 10% Tank is to be properly bedded and provided with lockdown covers with approved warning labels Yg 1320' Property Line Mound System Cross Section and Plan View Dimension Feet i J A t - B r 7 t M1 1 LL 1 1 K 11.1• . • •NJV•J4Y. Y. . • . 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L -Slope 1 = 'ropsoil ASTM C-33 Clean aggregate 4 in sand y~r : O = in. sch. 40 pvc r` L -.j I Cap Material M1.;?1 p fill r}~s?} %z to 2 %Z in. dia. observation pipe Geotextile - Fabric _ 'G H - r.rLr 1r r1r J {1{•r{r•.:; ♦~S•S r J}J}r•S}rY. F /J f•J•f }S1 }S}S• U ~t r.r r•' i D .E Ft Contour Plowed Surface Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a '/4 inch soil wire when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is placed immediately after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are slotted in the lower 6 inches and secured in place with rebar or a closet flange. 10/071gj Page of Pressure Lateral Layout Two Laterals - End Manifold l Tl headed Cleanout Lateral Turn-up - plug Manifold M - - -,1, - Long Force Main Sweep 90 Bend Distribution Network Specifications ~ Pressure System Construction Lateral Diameter Z In. Manifold Diameter In. Laterals are constructed of Schedule 40 PVC Orifice Diameter ~3 Z In. pipe. Orifices are drilled perpendicular to Orifice Spacing) _ oZy In. the pipe with a sharp drill bit and face down. L Lateral Length) 7 rt. Lateral turn-ups terminate with a threaded M (Manifold Length) clearioat plug and are enclosed in a 6-8 inch Force Main Diameter _ In. diameter lawn sprinkler valve box accessible Force Main Len th Ft from finished grade. • Grade 6-8 Inch Lawn Sprinkler Valve .Box Page - of - - 03105 lgj Septic-Dose Tank Cross Section And. Pump Performance Specifications lank Manufacturer Pump Manufacturer Tank. Model N'urnber Purnp Model Number Total Tank Capacity ~ ~ ~ Alarrri Manufacturer r J M Max. Bury Depth Alarm Model Number L.. - Switch Type Filter Manufrueturer fL Total Dynamic Head ('I'DiI) feel ..Filter Model'Number Elevation Mead - /U Distal Pressure S- Network. Loss Minimum Pump Performance Required Force Main foss - - - - - - ~1`O GPM. (:a7 Ft TDH Total. Outlet Manhole Min, 4" Above Grade With Pocking Device. Inlet Manhole Manhole Min. 4" Above Grade < 6" Below tirade Sealed Watertiuht Securely Mounted ~ With Looking Device Weather-proof Junction Box _ - - Fi4ishad Grade " ` 'r• 01~ .f. ..r 1.f1 * .11 1 Vent Min. 12" Disconnect i Above Grade Means With Vent Cap Y,Y'Y,Y I l,l Y Y! i,i 1!!! i i P> Y Y I L Y I Y i " Y i! a!! Y Y IY 1 !,f ty i;1 Y~Y > Yob • Y~Y YIa .Ytal~I~YIIYY YVa, ,Y,I Y ,Y , ~ f Y 1 V,1;1; V {~1 ,iY; i,l, l,l 1 l i YaY Y{i I! I Y Y Y {Yi1 LYY YaYV! putlet Filter Inlet ~ ;inlet Baffle rY ;III J I 1!<,u Switch Settings and Reserve Capacity A , ,y y ~ 7 t - 'rank Volume= GPi Weep Y;1 40 Dimension, Inches 'Volume Gal. F; ' ` Hole Y" -(reserve) A, 5'- ` (alarm) B ; - Off Elevation (dose) C ; J Ft • (dead) D. Bottom Y Y ri D Elevation .;,i. Total j _ ~ 1 , TI-y ~i~f'- ~iTFT ~i-t ~'i..fsj-iT1-1-T~-i-i-9 i"f-T'1TT-L'"i'~ -f'L~i'7 yY ~Y a i • ".1 I . 1 tit ill litil lil i(I,fi alga l~{iia{t,{ Ii <f al{IYi iii{ {V 1{"{,11, I;I IafYtY lal !'1 IYIY• {Y! ITis,aYY{7 YI, ii iiV I,Y,l,l,taa,1,l,Yat") a,>: i 11 iYla~ { Ian 1111{1 (Yi /1{Yal 1 I{i !a1 a Y ! Y 1 I Y i Y ! I 1 Y 1{Y 1 1•Y{. •I{Y I Y I { 1 { 1 1 a 1 f t i L/ l i{ I t i i i 1 1 1 t l I f i l l{ i 1.1 {•1•{Ia~{~1~1 GENERAL INSTALLATION. The septio/dose tank is bedded and back filled in accordance with the manufacturer's product approval specifications, Maximum depth of bury as specified by the manufacturer play not be exceeded without prior spproval. Manhole covers exposwrl to grade have an effective looking device (padlock) installed. Piping at the inlet and Outlet is Of approved material, connected to the tank with watertight fittings, and laid on stable soil to prevent settling or sagging. The force main is sleeved with d" Sch. 40 PVC to bridge the tank excavation and the sleeve is sealed watertight. Electrical service complies with NEC 300 and Comm 16.28, 02/05 L.1 Page ()f •4P LaserJet 3100; 1 /1b boe utiv ; may-o-vu I J I A !J C9 EM SERIES 'BUMF/EFFLUENT PUMP 11.135 a.sz ~ U o ' Sp~rciiflcatlons No CAI. sNNfsm wow ~Ctt0lrtpwm VNFF MLCIL IIMI NI. K WIG 8► 41113 NA) At11I111A111 9 it IV it to t!tF ml ~ t8ri11p 99f-m so9338 UUCSf1 W;o t1b am 9-0 taco 70 64 $5 41 32 13.8 29 24 9.11111b40M 96t41M 509340 LVMA Ve 23D X4 9.5 Iwo 70 Y 55 A 32 13.8 m 24 8.11111.8418.94 98N-01CM SM59 ULM 4110 115 S4 t3.0 1000 70 84 55 41 a 13.8 20 V Ill 111,6416.14 WfOWNS -M 111M -CC 2jN V 0.6 1 56 11 7 8.11 111.8418.84 CatAinaauabxhRltrd -»1.141! GdudMlxaastiautDUmPxaeer9ledeeid'rwbusdWYAlbA04s~YaroranwlgMMY1~9elarlheseWlrlBle' FLOW- LITERS/HOUR Construction 0 1400 2000 3000 Motor Housing )Lpp Coated Gast Iron Impeller material Poly Carbonate t0 trtlpeller I~''P~ Closed Vam as Volute AHS Power Cord _ SJTW-A 20 x5 Mei hal iC.dl Shaft. Seal Nitdle with tarpon and -16V . s ceramic faces ° a Fastener!; Steel _ = to - Shaft Stainless Swel Bearings Upper Sleeve and Lower Ball Hearings 0-,.:: TM Tm Tmilrull I I Y T 11L 0 20 40 610 so FLOW- GALLONS/MINUTt' PUMP PE FURMawCE CURVE Little Giant Pump Co. 118v MHz P0 Rex 130111' Uldd rmm My, OK 13157 phone; 405.947.3511 • F"z 405.221-IM E$ttlk xlertomr»rrrfcr~tilUrgirot.grm Www.Uttlerjh mtftmp.COtt3t1 0 Form 946236-1-07X3 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner i^ cp Septic Tank Capacity al ❑ NA -Permit # Septic Tank Manufactui er ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer- ❑ NA Number of Bedrooms y ❑ NA Effluent Filter Model NA Number of Public Facility Units )6NA Pump Tank Capacity ❑ NA Estimated flow (average) alJda Pump Tank ManufactursarT ❑ NA Design flow (peak), (Estimated x 1.5) 0 gal/day Pump Manufacturer NA Soil Application Rate L-:;) z Pump Model gal/day/ft p _ ❑ NA Standard Influent/Effluent Quality Monthly average* Pretreatment Unit IA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BODS) 5220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg/L El Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) 0 NA Biochemical Oxygen Demand (BODs) 530 mg/L ❑ In-Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L ?K4gA ❑ At-Grade Mound Fecal Coliform (geometric mean) 5104 cfu/100ml ❑ Drip-I-ine ❑ Other: Maximum Effluent Particle Size in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA *Values typical for domestic wastewater and septic tank effluent. Other: - ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every : ❑ month(s) _ - ! - (Maximum 3 years) ❑ NA r sea Pump out contents of tank(s) When combined sludge and scum equals one-third (X) of tank volume ❑ NA Inspect dispersal cell(s) - At least once every: ❑ onth, s) `-v (Maximum 3 years) ❑ NA Clean effluent filter - At least once every: 1] ntht s} / - ❑ NA t ears; Inspect pump, pump controls & alarm At least once every; ❑ onth(s) - ® NA Flush laterals and pressure test At least once every: I❑v ~meonth(s) ❑ NA Other: ya4~ar{5) - At least once every: ❑ month(s) ❑ NA ❑ year(s) Otl►er. - ❑ 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 si irface. 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 ponding of effluent on the ground surface may indicate a failing condition and requires thra immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (X) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordancri with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, ;and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of an,, service event. Page _ _ _ of _ f3TART UP AND OPERATION For new construction, prior to use of the POWTS' check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). 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 discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Ooerator prior to restoring power to the effluent pump or contact a Plumber or POWYS 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 scrap:; medications; oil; 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 take-n 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, all 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 If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption 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 result 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. A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area, If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ~ound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative dace. 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 AND/OR INSUFFICIENT OXYGEN, DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DR-ATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER _ Name Name Phone 7jJ `Phone J = J SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY Name Name 52Z- . ( Phone L Phone ; /j 2 ~b ~ This document was drafted In compliance with chapter SPS 383.22(2)(b)(1)(d)&(1] and 383.54(7), (2) & (3), Wisconsin Administrative Code. ti J 1921.' 053 Exhibit A PIN 032-2047-95-100 Part of the SWIA of the SE1/4 of Section 13, Township 30N, Range 19W, described as follows: Being Lot 1 Certified Survey Map, Volume 12, page 3273 Town of Somerset, St. Croix County, Wisconsin PIN 030-1056-60-200 Part of Government Lot 4 of Section 23, Township 30N, Range 19W, Town of St. Joseph, St. Croix County, Wisconsin; being part of Lot 1 of Certified Survey Map, Volume 12, Page 3404; Except as described in Document 594782 recorded in Volume 1391 Page 432. PIN 030-1062-70-000, 030-1062-60-000 and 030-1062-20-000 The North half of the Northwest quarter (N 1 /2 of NW 1 /4) and the Northwest of the Northeast '/4 (NWl/4 of NE1/4) EXCEPT South 535 feet. Section 24, Township 30N, Range 19W, in the Town of St. Joseph PIN 030-1057-10-00 Part of Government Lot 4 being Lot 5 Certified Survey Map, Volume 13, page 3676, Section 23, Township 30N and Range 19W in Town of St. Joseph PIN 026-1052-70-000 A parcel of land located in the Southwest Quarter of the Southwest Quarter (SW1/4 of SW 1 /4), section Eighteen (18), described as follows: Beginning at the Southwest corner of said Section Eighteen (18); thence North 0° 38' 24" East (assumed bearing reference to the North-South Quarter Section Line, recorded bearing North), 1315.36 feet along the West line of said Southwest Quarter to the North line of the South Half of said Southwest Quarter (S1/2 of SW1/4); thence North 89° 37' 13" East, 678.00 feet along said North line; thence South 0°38' 24" West, 1313.56 feet to the South line of said Southwest Quarter (SW1/4); thence South 89° 28' 06" West, 678.03 feet along said South line to the Point of Beginning. SUBJECT to existing town road right-of-way. PIN 026-1052-50-000 Southwest Quarter of the Southwest Quarter, (SW1/4 of SW 1/4) Except the East 214 feet of the West 1320 feet of the South 214 feet; and Except the West 678 feet, Section 18, T30N, R18W. PIN 025-1052-80-000 The Southeast Quarter of the Southwest Quarter, (SE1/4 of SW1/4) Except the South 214 feet of the West 214 feet and Except Certified Survey Map Volume 3, Page 789, recorded 5/1/1979 as document number 356548, and Except the North 175.5 feet of the East 615.99 feet; Section 18, T30N, R18W. FILTER CARTRIDGE INSTRUCTIONS .7~ ROtr Installation y7rro I pry fit the flltCt' case onto the end ow` the outlet centered under the access o ipe to ensure it is tank through the outlet or opening. It not, then either Insert more pipe. solvent weld (glue) additional pipe into the pipe onto the outlet oWhile the case is still dry fitted on the outlet pipe measure the length of 7"inch pipe needed to brace the filter to the tank end wall if utilising the optional supplemental side support, If side support method is not liziized, proceed to step foul. r`' 7'Fi' For installations utilizing the optional supplemental side su solvent weld the y.-Inch pipe onto the filter case. If side support method is utilized, proceed to step four, PPort= not Solvent weld the filter case onto the outlet cartridge into the case, pressing down until the filter Insert the filter ' s , the case. Iter lo cks into the bottom of If a VRS switch is utilized: insert into the fitter and lack by turning c `•~,i"•,y; clockwise 9D°,'-"~• maintenance 1. The effluent filter should be cleaned every time the septic tank Is serviced. 2. Open the outlet access opening to Inspect the tank and filter, { 3. Pump the septic tank cornpletelV, making sure to remove the sludge a layer on the bottom of the tank and not just the scum and effluent, 4, once the effluent level has been lowered below the invert of the iw.,• outlet pipe, firmly pull up on the filter handle to dislodge the cartridge from the case, S. Slide the cartridge up and out of the case for cleaning, 6. If a VRS switch connected to an alarm is present, the switch r should he removed by turning counterclockwise goo and cleaned % with water only. 7. While holding the cartridge an Its side (large flat surface facing down) over the access opening, rinse off the cartridge with water r only, making sure ati septage material is rinsed back into the tank. i•• , 6. If VRS switch is utilized, replace by inserting into filter and tinning clockwise 90° 9. Insert the filter cartridge back into the case, e,. the filter locks into the bottom of the case, pressing dawn until 10. Replace and secure the access opening on the tank. r www bear onsite.COM S??-ii+tLFILTERS (653-4583) 12 I SEPTIC TANK MAINTENANCE AGREEMENT AND j OWNE.RS.H.IP CERTIFICATION FORM I Owner/Buyer ` cC Mailing Address Pro artY Ad C~ _ _ P dress oil (V'erifiCation req tru ed fro_m planning & Zoning ]]apartment for new construction.) - City/State Parcel Ideriti- ication Number 66- nro • L.EC'Alr, ~111t:C~~its~ Y~ily Property Locatioxl,NE... y4 ,~1 i c~'/a ,Sec. r` 50 } -N 'R.._ W Town o:C ~ 7` S _ C7 Subdivision - _ - - Lot # CertMed Survey J%jap - Volume - Page # Warramty Deed # t~ a - - - z -L~ I age # G Spec house yes Lot lines identifiabno SYSTEM MAINTENAIt[CE AND O WN+'R ~E12T)('YCA'rlEf>!ly Improper use and maintcsttance of your septic system could result in its lyt•emature failure maintenance consists ofpuinpj1:W; out the to handle wastes. Propor septic tattle every three the system can affect the fimc-tiort of the Septic tank as a eatment stars Or sooner, if needed, by a li,d age in thew to disposal systt: n. sownertmain nan eott put into What Y responsibilities are specified in §C.omm. 83.52(1) and in Chapter 12-St. Croix County Sanitary Ordinance. The property Owner agtnes to submit to St. Croix owner and a County Planning Zoning Departcrtenl a certification for di oral s plunnbt~t,1ourneyrnan plumber, restricted plumber nr a licensed r very. b that (l) the 8 Ste cd by tltc wastewater disposal system is in r pumps iyin p oiler operating condition and/or (2) after inspection and pumping (if necessary), the 011 less than 1/3 full of sludge. septic tank is T/we, the undersigned lurve road the above requirements and agree to maintain the private ,,swage disposal syatenI with ttie, standards set forth, herein, as set by the Departintmt of Colrunerec and the bepartrraent of Nat ura It Certification l esatuces, State of Wisconsin. Zoning stating that your septic system has been rMintained must be completed and returned to the St. (~Oix Count Plann Department within 0 Jaya of the threes year expiration date. Y Planning & Uwe certify that all statements this form a property described above, by v,[rtt of re irue to the best If my/our knowledge. 1/we am/are the owner(s) of the a my deed recorded in Register of Deeds Office. Nui n bier of b ms SIGI`TATURE OF .APPLI &9 z CAI~CT S) DATE i "'**Any IIlrorrrtation that is misrepresented may result in the sanitary pertnit being revolted by the Planning & Zoning Department. * !""elude with this applicatioltt a recorded warranty deed frottl the Register of Deeds Office and a copy of the certified survey trap i f.. jr0ference is made in the warranty deed. 'REV. 08/05) s 2 1 1923i' 05 >3 1 STATE BAR OF WISCONSIN FORM t- 1999 t= 8 3 2 4 6 EEDS WARRANTY DEED KATHLEEN H. DWALSH Document Number REGISTER OF DEEDS ST. CROIA CO., WI This Deed, made between Richard D. Simon and Angeline C. RECEIVED FOR RECORD Simon, husband and wife, 07-02-2002 9:30 AN WARRANTY DIM Grantor, and Richard D. Simon and An cline C. Simon, Trustees, or DE MPT it 16 their successors in trust, under the Richard D. and Angeline tenon REC FEE : 13.00 Living rust, at anuary 1 , 2002, and any amendments thereto, TRANS FEE : COPY FEE: CERT COPY FEE: Grantee. PAGES : 2 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): See Exhibit A attached hereto and incorporated herein. Recording Area This is a corrective deed, the purpose of which is to correct the legal Name and Return Address descriptions contained in Exhibit A of that warranty deed recorded in Volume Joseph P. Earley 1864, Page 258 on April 1, 2002 as Document number 675025. 539 South Knowles Avenue New Richmond, WI 54017 030-1062-20-000 is homestead, all others are not. Parcel Identification Number (PIN) Together with all appurtenant rights, title and interests. This (see above) homestead property. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free amend ccl of encumbrances except easements and other encumbrances of record. Dated this /G day of VA 2002 • Richard D. Simon *-Aug me C. Simon s AUTHENTICATION ACKNOWLEDGMENT ) Si$gnature(s) gick,24, b STATE OF WISCONSIN 19ntclii/m C. ~c~ tivs~~ awal w; )ss. County ) authentica ed this Ict ay of ~JtJ/1 Q 2002 Personally came before me this day of 12002 the above named • ose h P. Earley TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY • Joseph P. Earley, Attorney Notary Public, State of Wisconsin New Richmond, WI 17 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ' Names of persons signing in any capacity must be typed or printed below their signature. ` irtorrnatan Prarea•ionais comp", r:orw du t.ao, W STATE BAR OF WISCONSIN 900.655-2021 WARRANTY DEED FORM No. 1 - 1999 f r. z Y'~ y¢§¢F N a W PINyl A, a I lilt-111:7 00 DO a i 10, 0~0 i F I r , ~I I E ~-LLTJ ~ II I I ~I i I i I a it a w b d§ ~'v - - - - - - - - - - - - - - - - - - - - I I r-m I I 1 I ~I ~ Ili ~I I ~I p - I ~ ~~a 338@~~ ~ I ! Z ~ r O YyYds t .Lie 3>R V ab~T Z 3 N ie' ar p q4g MR ~ ! I C ° Z ~l rrJJvv N 2 5~S dd N C ➢ e ;'8 01 rt F n h a .rf a ~ u v~ o.u W ~ ~ J N ~ ~ a s~ a ii J I I ~ ~ aW ` i I I I Qo ~ ~ I i ww ~ c ! ~I ~a I I I I m I I I ~ , - - - - - - - - ~s i , ~ S~ i - ~ I I ~ i 8% II ~ I I I I yp a~@p - I I ~ 3:EY i~.: li R tl ~ i~~'i a~ I i x i i I I ~~F ~ I I II III S 3 % $ R i I, 1 I I I 3a ' T a 88 I .~~s~.c~ .~~v-.c~ „~a~~r ~ ~ 3 b~~ 'I.I I I I'I__~_ I~ I I ~FG ~ II ~ I i I € ___I_ 'I ' _ _ _ - I _ _ _ _ ! I R I R I x 3 ~ ~ o-o ' O e ~ N lil I~ e k II ° I F k I I ~ yiv a~ ~ I ' i I I O V 4 °f F _ &r ell A I j" ate' ? _ ~ ~ VIII ----IIIF- I I , 1 I i - -Y - e, ,E 12 s I I i ~ i I 3~k I , 'I i I rr re a ~I of 8 ! yY J 'c; Z Y~ a Q h h m Y o x a .w a W ' N as ov N W I s t a .si a i~ ? G ~ j V I I al I 3 ~ NCO ~ I I I I i oZ I I =~3 I I X~` ~ a ~ j 'I 3~a I ~ z~'s m ~p~Y I I ~$a I I ~s~ I I I % "s I I 111 I I I I P .~s .s a j a i a s I I I I i li j j I_ I C .a c ax z z ~ x ~ ~ 0.. ~ Mai s - - R k b __O e v d o 'I m _ _ - _ _ III d- i 00 i I I I I II I i ~ I I I ~ ~ I I I I I I I I 4 a n I u9 Ili T~ J Ryan Yarrington From: Harings, Mark W - DNR <Mark.Harings@Wisconsin.gov> Sent: Thursday, December 20, 2012 1:08 PM To: Ryan Yarrington Subject: RE: OHWM Determination Ryan, I don't recall making that determination. A quick look at historical info doesn't provide much. I would call it a wetland but without water we can't call it navigable. I left a message for you but you do not have to call me if this suffices. I talked to Sitz about this last week I believe. From: Ryan Yarrington [mailto:Ryan.Yarrington@co.saint-croix.wi.us] Sent: Wednesday, December 12, 2012 8:34 AM To: Harings, Mark W - DNR Subject: FW: OHWM Determination Hi Mark, Ben Simon called last Friday and said you made a determination on the property listed below. I don't need anything formal but if you could just reply with your findings that would be all I need. Thanks Ryan Yarrington St. Croix County Zoning Department 715-386-4680 From: Daniel Sitz Sent: Tuesday, December 04, 2012 2:50 PM To: Mark. Harings@Wisconsin.gov Cc: Ryan Yarrington Subject: OHWM Determination Mark, When you get a chance, could you see if you can make a determination of the attached picture to see if its navigable or not? I realize that sometimes a site visit is necessary if it's a close call Te asrepa in question is located in the Southeast corner of the NE/NW quarter of Section 24, Town of St rairi'e° Cs dust west of the little "bulge" in 85th Street. The owner is Richard & Angeline Simon. Parcel # 030-1062-60-000. I'm sure it's a wetland. The owner plans on building a home about 60' from the edge of the wetland. If it's a navigable, then he would need to be 75' from the edge. Let me know what your initial thoughts are. Thanks! DAN SITZ Zoning Technician St. Croix County Planning & Zoning 1101 Carmichael Road Hudson, wl 54016 715.386.4683 daniel.sitz@so.saint-croix.wi.us 1 ~ o ~ 3 Oo I tl c 0o a' ~I 0 N O N N o -07c c I y i O A I' 3 I r '3 I is ~I c (n a) W co L ! y V Z N LL c O N ° co m 3 v °o m Q N V Z = o ~ v Z d N O cn F- U) m o z v i' c avi Z ~ I' ° H ~ v~ c a £ N U 3 U~IVI 7 N ! rn C7 ~ N •IDI pli, d N L c - O O ^ Z C Z ' 10 E I d ° C. yig ~ooa` ~(D 0 jR F- I- F- 7 N ° ~J FL LL Z o 0 0 a a a N a Ii ~ I a 0 ~ l N (n v o ° ~j c N Z r _ 0 CO O 7 r co C p Q Z U) Lei ° ! N H O C ca U) C C G A ~ m C r N ` C ) Y W O N l0 0 co >1 0 04 LO O M d' w Lo z N w z ! O ~ I r (D 4. • CL m m` a r` r`~l E c c 's . yat'at~a ,s. Department of SOIL EVALUATION REPORT #1704 a s PAS Safety and in accordance with Comm 85, Wis. Adm. Code Page 2 of 4 Professional Servirk~ Schmitt Soil Testing, Inc. County Attach complete site plan on pi-per not less 8%2 x 11 inches in size. Plan must St. Croix include, but not limited to: vertical ni1q pf-reference point (BM), direction and percent slope, scale or diments rtbtth ow, and location and distaltorest road. Parcel I.D. 030-10§e-69-000 Please pr(rFt t00A1 i'on. Revi ed By Date Personal information you provid mauiq~ for secondary purposes (Privacy Law, s'1. , M O d4f Property Owner Property 1-61,4 n Simon, Richard/Simon, Benjamin Govt. Lot /NE11/4, N 1 , S24, T30N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name r CSM# 809 150th Ave. NA 40 Acre Parcel City State Zip Code Phone Number City ❑ Village Town Nearest Road New Richmond WI 54017 715-220-3996 St.Joseph 85Th St. N New Construction Use: [Q Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Outwash over glacial till Flood plain elevation, if applicable NA ft. General comments Area is suitable for a mound system. System elevation is 101.35' based off a contour line established at 100.60'. Depth to limiting and recommendations: factor is 27'. Slo of area is 1056. 0.644~4+11J ( i M' cut U Boring J`~-.' ~6 Z., ❑ Boring # Pit Ground surface elev. 101.67 ft. Depth to limiting factor 33 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-13 10yr3/3 none sl 2msbk mvfr cs 2vf 0.6 1.0 2 13-26 10yr4/4 none sl 2msbk mfr gw 1vf` 0.6 1.0 3 26-33 10yr4/4 none sil 3msbk mfr gw 1vf` 0.6 0.8 4 33-48 10yr5/3 m2p 7'5yr6/8 sil 2msbk mfr gw 0.6 0.8 10yr6/2 5 48-84 10yr4/6 c2d 10yr6/8 sil lmsbk mfr 0.4 0.6 10yr6/2 F2 ]Boring # ❑ Boring N Pit Ground surface elev. 101.67 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Etf#2 1 0-11 10yr3/3 none $l 2msbk mvfr Cs 2vf 0.6 1.0 2 11-22 10yr4/4 none sl 2msbk mfr gw 1vf` 0.6 1.0 3 22-30 10yr4/6 none sil 2msbk mfr gw 1vf` 0.6 0.8 4 30-59 10yr5/3 m2d 7.5yr6/8 A lmsbk mfr Cs 1vf 0.4c 0.6 7.5yr6/2 i 5 59-86 7.5yr5/4 m2 7.5 7.5yr 5yr6 8 girls lcsbk mfr 0.7 1.6 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: y CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 11/29/2012 715-760-1978 SBD-8330 (R.07/00) Property Owner Simon, Richard/Simon, Benjamin Parcel ID # 030-1062-60-000 Page 3 of 4 ' ❑ Boring 3 Boring # F] Pit Ground surface elev. 98.82 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Etf#2 1 0-13 10yr3/3 none sl 2fsbk mvfr as 2vf 0.6 1.0 2 13-23 7.5yr4/4 none scl 2msbk mfr gw 1vf 0.4 0.6 3 23-27 7.5yr5/6 none gris icsbk mvfr gw 1vf 0.7 1.6 4 27-44 7.5yr5/6 m2d 10yr6/8 10yr6/2 grsl lmsbk mfr gw 0.4 0.7 5 44-102 5yr4/4 c2d 7.5yr6/8 sl Om mfi 0.2 0.6 7.5 r6 3 Boring Boring # n Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate F-1 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring Boring # ft. Depth to limiting factor in. F-1 pit Ground surface elev. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS - 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R07/00) Schmitt Soil Testing, Inc. Page 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Richard Simon/Benjamin Simon Thomas J. Schmitt, CST 227429 Address: 809150th Ave. 1595 72nd St. City, State, Zip: New Richmond, W154017 New Richmond, WI 54017 Phone: 71 0-1978 PID: 030-1062-60-000 signature Lot No. NA 40 Acre Parcel Date O/..~ Legal Description: NE1/4 NW1/4 S24 T30N R19W Backhoe Pit Township, County: St. Joseph, St. Croix County ♦ Bench Mark 1 El. 100.00' Top of 2' pvc pipe. Q Bench Mark 2 El. 98.50' Top of 2" pvc pipe Slope= 10% 1"=40' 1 t I Qk- v , , F y: ,x •c yy r, ...f w,. . ..ice , k1 N • r ,<'~.!:YK'}"a"v ~K.':"v''yi.. ` .s J; •l nsc :Yr~ y~`'~ xz'~r~-a _~..3sh,~ ~'r„`~;~y',~";<r~,:4''°: 4~.ys xa.F,fi'a~':. 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