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HomeMy WebLinkAbout040-1189-30-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 578953 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: Re na a, Ra mundo & Chelsei Troy, Town of 040-1189-30-100 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: (3m ►1 e5-5 T, 36.28.19.835 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER f •f CAPACITY STATION BS HI FS ELEV. I Septic Benchmark t F t s l zap 4 ~3 /l~ q3 Dosin / .s Alt. BM -1 % f a 3 Dosing C.O vw~tS w J CO /cam Tmq Aeration Bldg. Sewer d ll, ~ 89 Holding St/Ht Inlet ~,yb V1 TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. ent t Air Intake ROAD Dt Inlet S Dt Bottom 1 / <F q -137 Septic 2 34) Dosing y Header/Man. g g6 ~3 5 • Aeration Dist. Pipe ei~ • ~3 Holding Bot. System 5 g 95~ /3 PUMP/SIPHON INFORMATION Final Grade 3.7-2-1 `I 7.7/ Manufacturer \ Demand St Cover-,,- q 99~ 3 GPM Model Number C 41 TDH Lift 74 Friction Loss System Hgad TDH Ft Forcemain Length Dia. It Dist. to Well Z SOIL ABSORPTION SYSTEM BED/TRENCH Width Length IN.. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 4z SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufactu'p INFORMATION Type Of System: CHAMBER OR --rA "m-/.L _ Gs ~.~pv~~ 1?a AI.cX~ S ZZ e , ) UNIT Model Number C DISTRIBUTION SYSTEM , f /V /d,,' ✓ ~F- ~ S Header/Manifold #I Distribution Ix Hole Size Ix Hole Spacing Ve o Air Intake /I Pipe(s) \ \ `n Length 7i Dia Length \ Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only a K-. ee.'46 Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched TT Bed/Trench Center BedlTrench Edges Topsoil Yes 0 No Yes r No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 58 E Woodridge Drive River Falls, WI 54022 (SE 1/4 NW 1/4 36 T28N R1 9W) Oa idge Acres Lot 82 Parcel No: 36.28.19.835 --VA ~'f" t Sails A 3(0 " bedo..a ra..kc Pi i',4 1.) Alt BM Description = / G~q, ti5 ~ q 0 2. Bldg sewer length 3 Inalnd ~-p d..~eti, sd-cn~ e,(e vein-! a~ 9 -5 - amount of cover Plan revision Required? Fiel Yes ;No Use other side for additional information. SBD-6710 (R.3/97) Date Insepct rs Sig ure Cert. No. ~.~6.~. a.r~.;IA A/ County JA;fSafety and Buildings Division. 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) ~s t t. P ~J Madison, V1ll 53707-7162 dry Permit App iCcrcion ~ State Transaction Number in accordance with S~ G Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to ng a sanitary permit. Note: Application forms for state-owned POWTS are submitted to roject Address (if different than mailing address) the Department of afety and Professional Servies. Personal information you provide may be used for secondary Jcg N/QQp~ Rt VE Purposes in accordance with the Privacy Law, s. 15.04 1 m , Stats. 1. Application Information - Please Print All Information Property Owner's Name Parcel # KA4MRADD CHELsP-T REYAM M Duo- pi a- 30- ioa Property Owner's Mailing Address Property Location 19 (p j3JoA~WAr sTJeEET Govt. Lot J City, State Zip Code Phone Number :5F- A)Section _31s, 'v Ee'tW1_t. VZ 5402Z Zg (circle on T N; R 1~ E II. Type of Building (check all that apply) Lot # oW 1 or 2 Family Dwelling - Number of Bedrooms / S Z Subdivision Name 6k_ ~ ~,otne." Block # OAK R1Dr ❑ Public/Commercial - Describe Use ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of ~ ef5 gTown of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) 27 6 ^4__ A. I(New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS System/Component/Device: Check all that apply) Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank a ispersal Component (explain) ❑ Pretreatment Device (explain) k4t V. Die ersaVrreatm t Area Information: Design Flow (gp~/r es ign Soil Application Rate(g f) Dispersal Area Required (,,X Dispersal Area Proposed ( System Elevation -7 &00 0- 000 4 000 5P/101 _61f VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units a 2 T /b New Tanks Existing Tanks c e~ 4J P ~o~C ~JZ S a. U Q ti En .2 a septio 12.00 ( I t Dosing Chamber goo VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number J P a?3 o4r~ 71s"r7d n~~Is 3 Troy ~ott~lst~nni --A 4 Wit Plumber's Address (Street, City, State, Zip Code) C/ v NgLIV C.T.1N. BB !SK'" VAI .c-r--y 5N7/07 VIII. n epartment Use Only Approved pprove PermitFee D~ajte I suejd~j Issuing t Signature en Reason for Den 7 $ L 5 v / / IX. Conditi611ft4'6EN1QN AF#,keasons for Disapproval J 1 " 5eptictank, ~efth~rit filter and 3 d 12- dispersal cen must all pe ser'viceg I maintained at; per management plan provided by plumber. 2: All requirements must be maintained CpJ per,, s J~ ss per spplfcabfe cote / ordinances: d-- Attach to complete plans for the system and sub it to t e County only on paper not less than 8 12 x 11 inches in size jj 11- A_ SBD-6398 (R. I IA 1) 5 45 Ma& I1101 Plant - Page. o, f'9' Property Owner ~A~Mtk ~zgo' ctj EL-- 6 1"=40ft Legal Description LxT s,-,: aPrK f, f2~&r Aer-es , -PrT, of (kept where noted) -5V4 0P 14E Nw`/y0s:Ec. 36, rLgpj. yq-,-j~ -T-" A 0:;:; 'T)ZOY, Backhoe pit ~-r c~otx catxrrSY wtscnNStN. lJ•4157 AC/e-T=' 'E~~o~~►~ North WELL- TEST ljg7~© D5 z8-zot i~ ~ CaD ~ g~n,~,-rr•P ot= rA~b 17 a DD• ~ 9 - n1 ~ fftEN~HFS 41 4 43 41,5' S~ 7Y~O~ f~ d Site Location: ~ ~ Hf ~ 1 ~F y toaa',~!7Y FY CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TIME PAGE Project Name: Imma4w ~ G N ELSF- ! L o i~EyV-A&A Owner's Name: (-SAM-E) Owner's Address: -1% 6ALADVIN _91 VEK FAURs. yo 514 0 Z~ Y 4,u~PE6s 51 E, PJ60bRI&,-e bRI>t SE ~q Or ?NF !UW ~y Legal Description: -LOT $Z, OAK RIDZ ACKE-5 , 5F-C, 36 YZS~, RfRI~ T r Township: _1(~aY County: Subdivision Name: ( rgg S Lot Number. Parcel ID Number. OHD - (15q - 3b-10 t) Page 1 Index and title `'0101111111111Ut!ryj11// Page 2 Plot Plan GQNS w~Page 3 System Sizing &Cross-Section Page 4 Filter Specs ~C Page 5 Maintenance Information MARY JO HUPPERT Page 6 Management Plan D 1859 Page 7 St. Croix Cty Septic Tank Maintenance Form 1•R ER LLS, ; ~ Page 8 Warranty Deed A Page 9 CSM or Plat \ Attachments: Soil Test & House Plans Ct4Av~A BEK sPEC'S Do6i✓Tt~iK 5t'>ts~1P GW~Vr Desi n Plumber: /VlAfz-Y,2 uP License Number. Jg~q-~7 Date: K- 20)5- Phone Number ( 715 qZ~o- 17T--5- Signature 4a6arlol 0 Designed pursuant to the In-G-ound Soil Absorption Component Manual for POWfS Version 2.0 SBD-10705-P (N.01l01). Page 1 Hot Plant Page 4of q Property Owner EAymvqtyo cHF r L. RM-22 AGA 140fi~ Legal Description t oT sa., ot, -n ew AGpms,i pr-r: of ( CePt where noted) . e %A OF 114IE N L``~. sic. 3e, T'Z M ~t9w~ I- "-M QT: Bad*oeplt ~'7~ G~otX ~D tanl-s~l W tSC.nNStnl . d 4/5,r 7qGo-=' North W ELL 7~ 2 FeoAI TEST 6A?Zp 05-L8-2~1 1 too N ,A' 17. IV 1707 PE DL.15 MID 1+ c~C PL W Q C- -7 gad Ott, Site Location: h x s c:i; HC,-AO 2>~ ft G f~~$ 4' Sdiodub 40 F(nr~-Grade q i rte- ' VA vm vent c ft Leaching *3 ' c ~(o q -►~,,5g won s4yPstomm 3 ft > ft Soil Absorndion System Plan V ei~c ?a ~N e' 57- S ~ - - Trench 3 ft Mill Leaching Trench - 3 ft Chambers C Dia. Trench 2 Herder Vent Or Observation Ape ~ Trench Lim Chamber Soowftom Manufacturer And Model JS~ ~t! CK ~ g n EISA Rating 20 sq ft per chamber Sole Appr~calion Rate --[L gpd/a+!f ft gpd Design Flow + 0^ ? Soil ApPrtcation Rabe + Zy EISA Chambers -5rows of chambers each. Pam of "J Mum C~~r,i L ~~v~~ of ro 0 0 0 Now o _ N cli N ^ u O N co r u - 00 m ' m ~ v m c ° ~a o Imo: ~ E co u q CI q m ~ N N m r d" U< O v~ m Q N N #4 E i ~co s s Ngrcoo om 0 w a LL W LL. w L Z i i Lo c al cr n. v ~ "o , z ML~~ ~ o noOW= ~~a w n. ~mJ om U_ U_ Z cc cr J J -1-w° rQ Q J F J (LCL2L) o POWTS OWNER'S MANUAL & MANAGEMENT PLAN rye ~ of g FILE INFDRMATiON ~r SYSTEM A"Opg Owner UD 1 L i R .NA&A Septlo Tank Capacity I Z-00 al a NA permit iF Septic Tank Manufacturer WiL%K 13 NA DESIGIN PARAMETM Effklent FAw Manufacturer ~ol.~~D D NA Number of Bedrooms D NA Effluent Rter Modal 5 ~ 13 NA Number of Pubic Faelgtr Units V NA Pump Tank Capacity al NA Estimated flow (average) 00 ilday Pump Tank Manufacturer NA Design flow (peak), (Estimated x 1.8) (a00 al/de Pump Manufacture NA Soil Application Rate 0.1 Ud 1W Pump Model Q NA Standard Infiuent"luer t Quality Monthly average" pretreatment Unit ~ItNA Fate, Oil lk Grease (FOG) 430 mg/L 0 Send/Gravel Piker 0 Feat Filter Slochemical Oxygen Remand (BODs) 5220 mg/L D NA 0 Mechanical Aeration 0 VWetland Toter Suspended Solids I7111S) 6150 mg/L D Dielr a don O C ether. Pretreated Efftuelt Quality Monthly average Dispersal cau(a) 0 NA Biochemloai Oxygen C►emand (BODE) 830 mg/L )d In-Ground (gravity) D ht-Ground larassurized) Totes Suspended Somas (TSM 990 mg/L NA O At-Grade D hiound Fecal Collform (worn @Wo mean) $100 dull00ml 0 Drip-Line D Cthe: Maximum Effluent Particbl Stte Ye In dda. D NA Other. 0 NA Other 0 NA Other: CI NA *Volume VP" for don10 * waetwmw and aepllo tank Must. I7 NA MAINTENANCE SCHMU3 Service E, rent Service Fmqueancr Inspect condition of tank(,) At least once every! !Qnwl s) s) (Maid am 3 Vow) 0 NA Pump out contents of tani;(a) When combined sludge and scum equals one-third ()y) of tank volume 0 NA Inspect dispersal oetl(s) At least once every: jaywo monthlai (M pximum S Years) 0 NA Clean effluent filter At least once every: CI rnlllww e) O NA s) lnapect pump, pump contr )is & alarm At least once wwary: nth n) 17 NA Flush laterals and pressure test At least once every: month(s) NA Other. 0 At Ieast once every: tl 13niontl tl (s) 0 NA D er. © NA MAINTENANCE INSTRUCTIii)NS Inspections of tanks and ,ilspersal cells shag be made by an Individual carrying one of the foliowinji liicense@ or certificatlorm Master Plumber; Master Flumber Restricted Sewer; POWTS inspector, pOWTS Maintainer; Septage Servio)ing Operator, Tank Inspections must include a visual Inspection of the tank(s) to Identify any missing or broken hardware, hlorift any cracks or leaks, measure the volume of ca -nbined sludge and sown and to check for any back up or pending of of urmt on the ground surface. The dispersal cell(o) shall be visually inspected to check the effluent levels In the observation pipes antl 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 requkes the Immediate notification of the local regulatory authority. When the combined swM iulation of sludge and eamm in any tank equate one-third 0;) or more of the tank vokime, the ernttre contents of the tank shag be removed by a Septage Servicing Operator and disposed of in accordaaco with chapter NR 118, Wisconsin Administrative Cade. All other services, lndudirq but not Kn*od to the servicing of effluent fikws, mechanical or pmeavind components, pretmbwt units, find any eerAoIng at intervals of &12 months, shat) be performed by a cerdfied POWTS Maintainer. A game report shall be prcivided to the local regut`story authority within 10 days 01 oomplaVon of any &MV11 event. P&P (o go q START UP AND oPERATN)N For new construction, pi for to use of the POWTS shook treatment tank(o) for the presence of pokft products or other chemicals that may hnpale the tre:lbnent process mWor damage the dispersal call(s). If high concentrations ere detected have the contents of the tank(s) removed by a septage servial ng operator prior to use. System start up shalt nw: occur when soil conditions ere fmzan at the Infiltrative surface. During power outages ptimp tanks may fill above normal highwater levele. When ;rower is restored tho excess wastewater WIN be discharged to the dispersal call(s) In one large doss, overloading the cell(s) and may result In the backup or surface discharge of effluent. To avoid this r kuaftn have the contenu of the pump tank removed by a Septage Gerviolnil Operator prior to restoring power to the effluent p imp or contact a Plumber or POWTS MaIntolner to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park veh'ales over tanks and dispersal calls. Do not drive or park over, or otherwise disturb or compact, the area within 10 feet down a* a of any mound or at-grade soll 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 butte; condoms; cotton swabs; degreasers; dental ftm; dispors,, disinfectants; for, foundation drdn (sump pump) water., fruit and vegetable peelings; gasoline; grease; herbloides; mast scrape, medications; cil; painting products; pesticides; santtwV napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or to permanently taken out of service the following Stops shall tie taken °m Insure that the eyatem is properly and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Adminlawadve Cote: • All piping to tani8 and pits shat be disconnected and the abandoned An openinge sealed. • The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator. e After pumping, till tanks and pits shall be excavated and removed or their covers removed wd the void space filled with sap, gravel or an Aber inert solid material. CONTINGENCY PLAN If the POWTS falls and .sannot be repaired the following measures have been, or must be taken, tti provide a code compliant rep[ nt syst TA em: suitable rsplevement area has been evaluated and may be utilized for the location of a :replacement ON absorption system. The replacement was should be protected from disturbance and compaction and should not be Infringed upon by required astback i from eftong and proposed structure, lot lines and wells. Fallure to protsrt the replacement area will result In the neeni for a new soft and site evaluation to establish a suitable replacement area. Replecement systems must comply with the rules in effect at that time. 0 A suitable ropla wmant area is not available due to setback and/or soft limitations. Bt;rting advances in POW78 technology a hold ling tank may be installed as a last resort to replace the failed POWTS. C3 The site has not been evaluated to Identify a suitable repteaement ares. Upon failure of he POWTS a soil and site revaluation must be performed to locate a suitable replacement area. If no replacement aree. Is available a holding tank may be Installed as a last resort to replace the failed POWTS. 0 Mound and at-grade so;t absorption systems may be reconstructed In place following removal of the blomat at the Infiltrative surfacrs. Reconstructlone of such systems must comply with the rules In effect at gnat time. < <WARNiNG> > SEPTIC, PUMP AND OTHER TREATM11 NT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICtBNT OXYGEN. DO NOT ENTER A SEPTIC, PUMP DR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH IWtY RESULT. RESCUE OF A PERSON FROM THE INTfs RIOR OF A TANK MAY 13E DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENT8 POWTS INSTALLER POWTS MAINTAINER Name J'-r~0 on f E Name 0Yall/0_564 Rhone 7/5-70- 1/ 3a Phone 760 - SEPTAGE SERVICING OPEF ATOR (PUMPER) LOCAL REGULATORY AUTHORITY. Name ' S-~ ~Fj~U1Lr 1✓ Nsme S?, GK~ 1 X Ct3uN 1''~ ~lJl~lAl~ 6/C~ Phone 7t5 l jJ (QZ~ Phase f 5 Jag - qjv fj 0 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM (OMailingAddress wner uyer t S6 ~ ~W I u~ ~P /.5 w_ 1-114b zz Property Addres E, (Verification regard firomPibamiging& Zoning for new construction City/State Pared Identification Number LEGAL DESCRIP7ITON / Property Location %4 , W V4, Sec. la , T Z5 N R Town of 7Ro Subdivision Plat: 6AK 91 AME 5 Lot # ~2. . Certified Survey MW # Volume , Page # Warranty Deed # (before 2007)Volume . Page # Spec house U Yes q,,DD Lot lines identifiabi yjes U no SYSTEM MADM] WANCE AND OWNER +CERTMCATION Improper use maintenance of your septic system could result in its premature failure to handle wastes. Proper msir>te>narrce consists of pc nrpinrg out the sePtie tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the f unction of the septic tank as a treatment stage in the waste disposal system. Owner maitaenance responsibilities are specifiA in §Comm. 83.52(1) and in Chapter 12 - St Croix County Sanitary Ordinance. The property own er agrees to submit to St Croix County Planning & Zoning Department a certification, form, signed by the owner and by a master Plumber, Journeyman Plumber, restricted Plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the unden4nod have read the above requirements and agree to maintain the private sewage disposal standards set forth, herein, as sex by the Department of Commerce and the ate system with the Department of Natural Reswaz;es, State of Wisconsin. Certification stating that ytn r septic system has been maintained must be completed and returned to the St Croix County Plaiming & Zoning Ueparbnent within 30 days of the tree expiration date. Uwe certify that all statements on form are true to the best of my/our knowledge. Uwe am/are the owner(s) of tare property described above, 'ry virtue of a deed recorded in Register of Deeds Office. Number of bedroono 61tLw 30/ 15' 74 SIGN OF AP ICANT(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 Reguftr of Deeds Office and a copy of the certified survey map if reference is made in the wanrauty deed- (REV. 09AM PVC plug erotic al~-- - S PVC s 3 e .plus pluG~ l~. 0 1m z ♦ a ~ c t0 i► I All.~ {_w - a. ♦ fi (u oy E I f~A a to y WINTER S T N CD W ♦ ! O Ct Q O 4 CO OD I N ♦ 72381 12'.EIA it~t3~~ 105 G> T 00 ♦v E WOODRIDGE OR OD Y Crl s'. Lo co C.0 ~2Cv liit~C7~ lC•i Cn 1C-3 ♦ ♦ I O 1 .__.N.. A w I j } i -4 ~ ~ N G , jy, CTS a7 -.b • 6 Cn ♦ ---1.10. 1J0 100 100 • G>t y tp BUY O f Q ~ 8 , C&4 m 203 1tli 1CID 103 ♦ m a~ a't 3 s 192.E cT+ i I E0.'s K 423 h 1i~ta r> N OAK RIDGE DR ♦ ~T ~~~2# `N 12:1 143.07 N 1E0 01) 4 48" (EFFECTIVE LENGTH) I I ~ g" g" INVERT 9" INVERT 3.3" 10.4" i I T- 17.8"~ 1 I 4.5" I 1" INVERT 3" 8 4.5" 1 -~---17.8. 1 I -~-I 5" h~ - 9.* Quick4 Pius Standard Chamber Specifications " Size (W x L x H) 34" x 53" x 8" (86 cm x135 cm x 20 cm) Invert Height ....,............3.3", 9" Effective Length 48" (122 cm) (8.4 crr , 22.8 cm) INFILTRATOR SYSTEMS. INC. STANDARD LIMITED WARRANTY INFILTRATOW 6 Business Par- Road P.O. Box 768 Old Saybrook, CT 06475 860.577.7000 a FAX 860.577.7001 8W221 A436 www.infiltratorsystems.com V x r ~ , rtii S. 7. ~ ~ n. _ acts `br=< v U.S. Patents: 4.759.661; 5.07ZG-! 5.401,', le. .•10: =,c -i ;c .:.5667,8.5 &39.84 Canadian Patents 1.329,959: "2.004.56.1 O'ner pct2❑is a~n:S:oq. Septic-Dose Tank Cross Section And Pump Performance Specifications t Tank Mangy iESER Pump Manufacturer G of t t. D Tank Model Number Pump Model Number PE' `f l Total Tank Capacity ) Z Alarm Manufacturer to R HEM us Max. Bury Depth g~ Alarm Model Number - T ANKL }kLOcr AB Switch Type Cc 4A~OieAL. Filter Mamiftoturer ~'oi c 0IG Total Dynamic Head (1T)H) - Feet Filter Model Number 5 ah Elevation Head /C'; 3-5.1 Distal Pressure O.00' Network Loss s Minimum Pump Performance Required Force Main Loss 33 GPM /3e 07-Y Ft TDH Toth ozz/ Z9 i,< 0,lb 3.Glo 6qu/S pRA;~vBe<, Outlet Manhole Man. 4" Above Grade With ',T W .3 zro _ 5g ~RLcr~a s ,oER ~csE Locking Device. Inlet Manhole "IKanhole min. r Above Grade < 6" Below Grade Sealed Watertight Securely mounted With LodUng Device 10,73 ~ Weather-proof bona Ay Junction Box SOxJ,9y* I d0 ♦ Finished Grade . Illy i . Depth er vent min. 12" Disconnect Ft Above Grade Means With Vent cap < < < < < < < < <'< P<<.4 outlet Outlet Filter Inlet 'i ` Inlet Baffle 4 A Switch Settin and Reserve Calwity ~4 Tank Volume= ZZ. 244 GPI Weep < < Dimension Inches Volume Gal. B Hole .4, f! (reserve) A zz,s' (alarm) B 2 Off Elevation C (dose) C 3.5" '77. SS< 85.'! Ft 31 Bottom (dead) D / 7 D Elevation Total $00 . / 4t jr5 Ft GENERAL INSTALLATION: The septic/dose tank is balled and back filled in acxolance with the manufacttuw's product approval specifications. Maximum depth of bury as specified by the manuf~eti r may not be exceeded without prior approval. Manhole covers exposed to grade have an effective locking 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 4" Seh. 40 PVC to bridge the tank excavation and the sleeve is sealed watertight. Electrical service complies with NEC 300 and Comm 1628 WAC. 02/05I.J Page of t . GOULDS PUMPS Submersib[tl! Effluent Pump PE Mft RU t~ SPEUFtCAUMS MOTQR FEATUM Pump - Dermal: General: 0 CaM►5ion resistant ° Discharge: I W NPt ' Single phase corsnulion. • Temperatwe:104OF (4000 • 60 Hertz ■ Ca!t Won body. maximum, continuous when • 115 and 230 vow ■ Thermoplastic hnpeAer and fuUy submerged. • &A-in ltd overload pro- cave • Solids handling: 'h" tecft with automatic inset ■ Ups a r sk+eve and louver maximum sphere. • Class B insuliytion. heavy duty ball bearing • Automatic models include a ' ONW design. cor!s nx ion. APPLICATIONS float switch. • High strength carbon street ■ Mouc is pemnanendy Specially designed for the • Manual models available. shalt lub:rtated fiat extended following uses: ° Pumptng range: see PE31 Motor, ser4m life. • found Systems Pence chart or curve. • 33 HP, 3000 RPM ■ Par o aced for continuous Effluent/Dosing Systems PE31 Pump: • 115volts operdion. • tnw Pressure Pipe Systems • Maximum cap dtyr. 53 GPM • Shaded pole design m Allr.rings are within the • Basement Draining • Maximum head. 25T DH PE41 Moto; work ing omits of the motor. • Heavy Duty Sump/ PF41 Pump: • A HP, 3400 RPM ■ W d: dkonned power Dewatedng • Maximum rapacity; 6i GPM • 115 and 230 volts cor , 20' standard length, • Maximum head. 29' TDH • PSC design h&-m V duty 16/3 SJTW witty 11., ox 230 volt grounding PE51 Pwnp: PE51 Motor: plug. • Maximum capaw. 70 GPM • 50 HP, 3400 RPM ■ Cotrq Bete unit is heavy duty, • Maximum tread: 37' TDH • 115 and 230 voles pa tE ble and compact • PSC design ■ kkzt ranical seat is carbon, MITERS FEET 40 cerar'tiG BtlNA and shitless • 'f MODHS: PQ1. PF41, PMi stell. 35 HP_ -n.40. s0 i r Stain ms steal fasteners. 10, 2 GPM i'_'~ _ AWRY UVINGS ~0 -----i= - sw. F f ! -t- aoa s !7;....i__~1 -mss _t tY t 7-7 7~ ' QL ' i- t - f' 1 ' r tom"'` -C .,s-• -i- is '7 f '9 ` -71 20 Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT Page I of 2 in accordance with SPS 383, Wis. Adm. Code County . C OIX Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel 0 - 1 9 - 30 - 100 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. i11. / Please print all information. Re ed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). S Property Owner Property Location RAYMUNDO & CHELSEI REYNAGA Govt. Lot SE 1/4/4W 1/4 V136 T 28 N R 19 E (or)❑W Property Owner's Mailing Address Lot # Block # Subd. Name CSM# 186 Broadway Street 82 Oak Ridge Acres City State Zip Code Phone Number ity ❑ Village E]Town Nearest Road River Falls, WI 54022 ( ) I Troy E. Woodridge Drive New Construction Use[D Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material _ sandy Flood Plain elevation if applicable NA ft. General comments Convention In- round Trenches 04 loadin rate and recommendations: g g Additional boring required to extend system area due to loading rate and to allow for construction of dwelling. ® Boring # 0 Boring El Pit Ground surface elev. 9&0 ft. Depth to limiting factor 58 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 042 10YR2/2 - I 2f-ma&sbk mvfr cs 2vf-co 0.6 0.8 2 42-50 I0YR3/2 sl 2fabk dsh cs lvf m 0.6 1.0 3 50-58 10YR3/4 sl If-msbk ds cs lvf-f 0.4 0.7 4 58_76 10YR6/4 c2d IOYR5/6 fs Os ds 0.5 1.0 oel~ /I ❑ Boring # ❑ Boring , Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 L * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) lure CST Number Mary Jo Hu ert Hollister's Soil Testing & Design) 224832 Address Date Ev u tion Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 d5- vq-15 715-426-1775 SBD-8330 (R07/13) rf Ji~OI a1{y ~D 1110110q #yl U0 pi~Jp 3#,01 "CISC oAvJL SdS aad OeldlnouJrtlo OAd 01F 140S UWU/ =IV SNa GWI IE zp &u+l+- x 4 jo ws.I1ip'q pok do-OAL .0 i ~U!0d GM Q~D~11MW Di SSiOJO JO #i f1A Y OigJIMMJ@3 U!tw 4000 j Plot Plan for Site and Soil Evaluation Page$ ofd. Property Owner I'~~~Mun,bry cNF~ Z.~y6~ I"=40ft. Legal Description LxT sz Ot v, R, P-&r Ae*-E5 , ppr. ; or- (except where noted) -5E 'ly OF -TOIF /UW`&, s£c. 36, t'z8nl, Rlt -rbWA or -TriOYI_ C] = Backhoepit `3T CRoeX CD UnTe~ ~ W eScoNS~N . A41,-Y A4a-5 North W El(- TTES7 bA f~ 05 -Zf- ZOi ti L Ttt Z y gvt ; Tc~ D~«Wlb~~ X7, 9~` B80 4B ~ srAt` OD Q D TI.M q pp Al x I e \l1-' .T~ y C~ eo A 0 0 - ~ rJR~tIRJ~`C~~ f~KaE:fl~ Site Location: x GrN. MM 4 41M ~ 4 s~3N~ QQa~ w~~zJ lSOd-32fd1 «Q-,L= 1/4 =31V~S 3WS =A8 ww4al M+i.Bi'UUMA i =9( f i i i I wl-oos/oon _M I i i i i j i " l~l I I f 1 I Ld F_ ~ !I I I I i y LLJ v~ f~l I I I I l i~ iL LL- %a ii v vRO-°v~ V, D Q n - N IiE 1 ! ! Om naE _Z w Z d W`t F= HI c e~ U U m 1- J G J 2 Q O y U u J W a6 1 °0 °M n wI-w od z '~-,y o a o¢ rnI m z ! ; COQ (O 0 Q Q uw3 "tCV > f- V) O ..V~ z n a Ll.... O C? c w u.' 4S t- 't'om) cV _00 zwz 9 ¢ = F to to ¢ 4 f a N= WQ~ ~fIllllt~- O.1c z. Y~ Ks cos U4 QQ_ rd z'' cnwU o~j zo (I?. !Q- Lr m a: 3 a c o w a~ l,; m e in y~ 0 <i ~~U ~0- 0 m ON Q O-J 0 O X 1V <00 -to 0 3; 70 __J ~m OM 3: Wm -12.- z 43 a U o~ in tO t in Ir w w J ~fv (~J O _j J ° r9 U a WM W LLJ En F- m J c a LL. m Sbo o~ U fN .0+ do U M ~ F ~ y, Q r~r 038 a „96 Sb .£4 to Y IM1111111111111111 8 0 3 1 8 8 3 State Bar of Wisconsin Form 2-2003 TX:4022723 WARRANTY DEED 938424 BETH PABST Document Number Document Name REGISTER OF DEEDS 11 ST. CROIX CO., WI THIS DEED, made between John R. Parsons and Debbie A. Parsons, 07/05/2011 11:48 AM husband and wife REC FEE: 30.00 TRANS FEE: 69.00 ("Grantor," whether one or more), and Ra mundo Re na a and PAGES: 1 Chelsei L. Reynaaa, husband and wife as survivorship marital property ("Grantee," whether one or more). Grantor for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant Recording Area interests, in St. Croix County, State of Wisconsin ("Property") (if more Nam, and Return Address space is needed, please attach addendum): Rw, ",wm&o % elnelSe% L• Re~r~wc~4- LOT EIGHT TWO (82), OAK RIDGE ACRES IN THE TOWN OF TROY. 6' 1s&-,:S Sy O~ Z R, TTTaaaa~a~tJ 040-1189-30-100 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: easements, restrictions, and rights of way of record, if any. Dated (SEAL) (SEAL) * * fohn R. Parsons (SEAL) kk&~ 4. Qitio 1-ils`+ (SEAL) * * Debbie A. Parsons AUTHENTICATION ACKNOWLEDGMENT Signal{t~~s STATE OF ~5 '~I~Si tti ) ss. a tl~jfgpr e4 do e rCQ- COUNTY) Personally came before me on sur, 'ga , o-w * the above-named John R. Parsons and Debbie A. Parsons qpV:.0 mBiER STATE BAR OF WISCONSIN ~'r•.., ((frtot,. to me known to be the person(s) who executed the foregoing authorized by Wis. Stat. § 706.06 )(;HARLENE A. LARSON instrum and a knowled d the s we. Notary Public THIS INSTRUMENT DRAFTED BY: State of Wisconsin Maxfield E. Neuhaus - Attorney at Law Notary Public, State of ISCoh311+- River Falls, WI 54022-0138 My commission (-i&Vonr mw"t}{expires: (.'1 aB - I ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATION TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED 02003 STATE BAR OF WISCONSIN FORM NO. 2-2003 *Type name below signatures. INFO-PROTM-.intoprofonns.mm 1 of 1 off' \ o v1 ,s N8205001 N890534 i 200 00 ° o~ D0° 710 8~ILI 82 0 0 O a~ 83 0 a s 4 a I_ 0- 0 a a 0 W t~D O C) $ 8 4 \/8 Z~ cu g0 3 ° W ° - - o 0 N 89° 53'W 200 00' '00° o 1 a i o" 0 0 Z 0 N 13 9° 5 3'y~ 200.00' p 0 100.00 100.00 0 ---i~ 0 n 100.00' 100.00' o u cn • ~E 1 4s Ci 86 85 o 2 o q 1 c ~ a o a a 0 0 N ~ PI N O • - _ _ _ _ n _ _ • t ® 007bo' s° 1_00.00 66 A0° 100.00' 100.00, 4b• S89°iS3 E 200'5 B 53'E __j__466.008 9o53'E 200,00. `V► ~ECE'VE® ~sconS rn SOIL EVALUATION REPORT #1649 Department of CommercW in accordance with Comm 85, Wis. Adm. Code Page 1 of 5 Division of Safety and Buildings Schmitt Soil Testing, Inc. ROIX COUNTY ' & .121 County Attach complete site plan Tp~ T include, but not limit kk!liit'~ ~ ~d" ~ 1 incheiikr~ize. Plan must St. Croix percentu q[~ I a horizontal reference point (BM , ' slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. . Please print all information. 040-118 0-1 0 Personal information you provide may be used for secondary Purposes (Privacy Revie By D e Law, s. 15.04 (1) (m)). Jr S Property Owner Property Location Reynaga, Chelsei Govt. Lot SE1/4, N 1/4, S 6, T28N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name o CSM# 186 Broadway Street 82 Oak Ridge Acres City State Zip Code Phone Number River Falls ❑ City ❑ Village ❑ Town Nearest Road WI 54022 Troy E Wood Ridge Drive New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial -Describe: Parent material Outwash plain (Pillot Series) Flood plain elevation, if applicable na ft. General comments and recommendations: Area 1 is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is 91.83'. Slope of area is 2%. FTI Z Boring # ❑ Boring Pit Ground surface elev. 97.14 ft. Depth to limiting factor 124+ in. Horizon Depth Dominant Color Redox Description Soil Application Rate Texture Structure Consistent Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr5/1 sil 2mgr mvf cs 2vf .6 .8 2 12-26 10yr3/1 sil 2fsbk mvf 9w 2vf .6 .8 3 26-41 10yr4/3 scl 2msbk mfr gw ivf .4 .6 4 41-66 10yr5/6 m2d 10yr6/8 sil ifsbk mfr 10yr6/2 CS lvf 4 6 5 66-124 10yr6/4 s Osg ml Profile meets exemption for redoximorphic features as described in 85.30(a)(3). 2 Boring # ❑ Boring Pit Ground surface elev. 96.42 ft. Depth to limiting factor 51 in. Horizon Depth Dominant Color Redox Description Sail Application Rate in. Munsell Texture Structure Consisten Boundary Roots GPD/ftz Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-16 10yr3/1 sil 2mgr mvfr fs 2vf .6 .8 2 16-30 10yr3/1 sil 2msbk mvf gw 1vf .6 .8 3 30-51 10yr4/3 - SO 2fsbk mfr 4 51-93 10yr6/4 m2d 10yr6/8 sil lmsbk mfr a 10yr6/2 .4 .6 5 93-112 10yr6/4 S 0s9 ml .7 1.6 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: Thomas J. Schmitt CST Number Address 227429 Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 5/26/2011 715-247-2941 SBD-8330 (R.07/00) Property Owner Reynaga, Chelsei Parcel ID # 040-1189-30-100 Page 2 of 5 3~ F N Boring # El Boring Pit Ground surface elev. 97.12 ft. Depth to limiting factor 52 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. 'Etf#1 •Eff#2 1 0-26 10yr5/1 sil 2mgr mvfr cs 1f,2vf .6 .8 2 26-40 10yr4/3 sil 2fsbk mvfr gw 2vf .6 .8 3 40-52 10yr4/4 scl 2msbk mfr gw 1Vf 4 6 4 52-77 10yr5/6 m2d 10yr6/8 sil 2fsbk mfr 10yr6/2 cs 1vf 6 8 5 77-120 10yr6/4 s Osg ml .7 1.6 F4] Boring # [:1 Boring M Pit Ground surface elev. 96.75 ft. Depth to limiting factor 46 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 0-16 10yr3/1 sil 2mgr mvfr a 1f,2vf .6 .8 2 16-37 10yr3/1 sil 2fsbk mvf gw 1Vf .6 .8 3 37-46 10yr4/3 I 2fsbk mfr gw 1Vf .6 .8 4 46-91 10yr5/6 m2d 10yr6/8 10yr6/2 sil ifsbk mfr CS .4c .6 5 91-110 10yr6/4 s Osg Ml E Boring # El Boring Pit Ground surface elev. 97.37 ft. Depth to limiting factor 0 in. Horizon Soil Application Rate Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '6#2 1 0-11 10yr3/1 FILL 2 11-39 10yr3/2 c1d 7.5yr6/8 FILL Imp mfi a 1vf 3 39-84 10yr4/3 m2d 7.5yr6/8 FILL Om mfi " 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 (R.O7/00) Schmitt Sal Testing, Inc. Property Owner Reynaga, Chelsei Parcel ID # 040-1189-30-100 Page 3 of 5 fi] Boring # Boring Pit Ground surface elev. 97.10 ft. Depth to limiting factor 112+ 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 0-9 10yr3/1 A 2mgr mvfr gw 2f,1vf 6 8 2 9-32 10yr3/1 sil 2fsbk mvfr gw if,lvf .6 .8 3 #32-47 10yr4/3 sl imsbk mfr gw ivf .4 .7 4 10yr6/4 s O S9 s9 7 1.6 7 ] F - M Boring # El Boring Pit Ground surface elev. 97.66 ft. Depth to limiting factor 112+ 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 0-14 10yr3/1 A 2mgr mvfr gw 2vf 6 .8 2 14-30 10yr3/1 sil 2fsbk mvf gw 2vf 6 .8 3 30-49 10yr6/3 scl 2fsbk mfr gw lf,lvf .4 .6 4 49-56 10yr5/4 c2d~/$ sil 2fsbk mfr gw 1vf .6 .8 5 56-110 10yr6/4 s Osg ml 7 1.6 Profile meets exemption for redoximorphic features un 85.30(a)(3). G f If 1 Boring # Boring l Pit Ground surface elev. 97.96 ft. Depth to limiting factor 112+ in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. =Eff#1 =01#2 1 0-28 10yr3/1 A 2fsbk mvfr gw 2vf .6 ,g 2 28-42 10yr4/3 sl 2msbk mvfr gw 2vf .6 ,g 3 42-53 10yr4/4 sl 2msbk mvfr 9w 1vf .6 1.0 4 53-112 10yr6/4 s Osg MI * 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 (R.07/00) Schmitt Soil Testing. Inc. Proptsrty Owner Reynaga, Chelsei Parcel ID # 040-1189-30-100 Page 4 of 5 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. 97.12 ft. Depth to limiting factor 112+ in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-14 10yr3/1 Sil 2mgr mvf gw 2vf .6 .8 2 14-31 10yr3/1 sil 2fsbk mvf gw 2vf .6 ,g 3 31-40 10yr3/4 SO 2msbk mvfr gw if,lvf .6 .8 4 40-49 10yr4/4 Scl 2fsbk mvfr gw 1vf .4 .6 5 49-55 10yr5/6 Is Osg ml gw .7 1.6 6 55-110 10yr6/4 S OSg Ml .7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eti#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil AGPDt/ft2n Rate 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 SBD-8330(R.07/00) need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Schmitt sob Testing, Inc. Conducted by: Page 5 of 5 Conducted For: Schmitt Soil Testing, Inc. Name: Cbelsei Reynaga Thomas J. Schmitt, CST 227429 Address: 186 Broadway Street 1595 72nd St. City, State, Zip: River Falls, W154022 New Richmond, WI 54017 Phone: 715-760-1978 Address: 58 E Woor Ridge Dr. Signawre,~ - Lot No.: 82 Oak Ridge Acres Daft ° Legal Description: SEl/4 NW1/4 S36 T28N R19W ■ Backhoe Pit Township, County: Troy, St. Croix County A Bench Mark 1 El. 100.00' Top of Phone Pedestal NE lot comer Bench Mark 2 El. 98.99' Top of NW lot comer pipe Slope- 2% 1~0 Qert'S W~L Bm~ r o' qS'' R E GJ~o® ~l~gf oo , ~ ~ Qil1GF ~ 3 AR~~~ ~da SLP "Y3 go, e ~ s13~ ,i ~ o 3q ty do ld y' ~v /C1460L~IS W L LL Y d ~ ! 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