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HomeMy WebLinkAbout032-1067-50-200 n N 0 $ - 0 n O " I 7 M O LI� ~ 3 N (D CD . C N m 3 ;,� ►�. Cl) Z N z O A G7 Cn N O "S O ID Q n m a ccn 3 3 n m fA m `A\ O N C = N 7 0 1 N N Q As p 3 N r . W O 0 CD CD O 0 �� O fD � N � O W N � 3 a O -4 i� N O r N N A 1 0 O O d C v !Y _ m N v tr v y m a O. n c� C, N U �'? O _— Q f N p i • . O Z (O CO fn I "-ft (T N N O � o 0 3 n r cn y o o 3 o a n O O O o �yZ o n f v�f ai aio P. o J D N ' m Q T D O Cr 0) = y m ID d < .+ N 3 m oA Q 3 N N z r\ o Z Z • V D D o O c I (D A �� C CD o `j Q C 3 U) m O a 3 m O CD C p Z co v CD 7 Q. co � O Cn N W N m CL Z 3 a A ° » fn O cD y Z W CD a I p N 4 � a CD a <. v o CD o g 3 N N m 0 S O A Q m O CDi y °C p Q0 0 N 7 O C a N o qb � V I A o A N Oq b CL Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division A & INSPECTION REPORT Sanitary Permit No: 420512 0 GENERAL INFORMATION y (ATTACH TO PERMIT) tate Plan ID No: T •ems Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. _ 1obUs • �� • " Permit Holder's Name: City Village X Township Parcel Tax No: Germain, Lee Somerset Township 032 - 1067 -50 -200 CST BM Elev: Insp. BM Elev: BM Description: Q n TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. Septic Benchmark wd v R. �/� � S /aa. o Dosing { _ D Alt. 13M- ZAI �. / I 3 p - & 2 ry '� D 6 l� Aeration Bldg. Sewer Holding St/Ht Inlet Z • � �� . Q TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic I / C 6 Dt Bottom .06 2.� 30 3a . , Dosing i M Bader /Man. { �l �1( 1 2 4 /a/ & 7� .. O; • S Aeration Dist. Pipe I: o (.- I Holding _ Bot. Syst m 9 2 . Final Grade 4LU PUMP /SIPHON INFORMATION r- w—.LL v (L+ Manufacturer Demand St Cover B GPM odel Number `6 i ID. Lift rictio System Head TDH Ft ` A Q Forcemain Length Dia. p Dist. to Well 1 %0 2 SOIL ABSORPTION SYSTEM B _* tt Width / Length No. Of Twaekes PIT DIMENSI No. Of Pits Inside Dia. Liquid Depth 15 1MENSIONS ) SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM L HIN Manufa er: INFORMATION y CHAMB O Type Qf�stem: t >' 1 � � T st em: _�_� C A ' S T 4 del Number: DISTRIBUTION SYSTEM la1 OF Header /Manifold Distribution r x Hole le x Hole Spacing Vent to Air Intake 1 1-ength' Dia Spacing 3 a t `/ Z `( Length Dia � Pipe(s) , f r7 � . SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over IDepth Over xx Depth of xx Seeded /Sodded xx Mulched Bed]Trench Center Bed/Trench Edges Topsoil Yes No Yes COMMENTS: (include code discrepencies, persons present, etc.) Inspection #1: _/ 16 Inspection #2^: � 0 Z Location: 744 72nd Stret Somerset, WI 54025 (SE 1/4 SW 1/4 24 T31 N R19W) NA Lot 7 tC) V " - ��arcel No: 24.31.19.3 3 1.) Alt BM Description = 1 0 + B"'� 2.) Bldg sewer length =30 - amount of cover = 3. Contou 'r� `� lob - - - 4 - I lab .>, 5 Pla r R eq ui red ? therfor ddional info(sm No dY�R. 11+15 Insepctor's Signature Cert. 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S3707 -7 7162 162 She Addfea , of cm ner" 7 Permit App s 1�fnfit lwf.rer 1. .00ad w1 ft ..�.d ro�. w�is. asps. coo+., wow O c�.w r p sewima L ANNodw wdl - 1l — M Riot AX . sftr no t.D. l+oe,4er how b Owtr'R mum OCT 2 1 2002 "a T joc b o 3 1 - -Jo (a 9D qtr o�..r�f blefts Ad6m - - _ ST. CROIX COU. p� f� Sc OFFICE Coy, Sam LCNIi�G tiSZr.: k. 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Sete, 21p vIIL Ali, O APPov+d 0 DbRWoved ) Aft (iteledet t>tuutlrwter Dee swmbw timed Ase•f� D or.ec Gi.eu Ad" nr � � Iltr 4 ro r jig" Attnfl a�� pint M rt �b rb) mr rs+Ott w � PPS re bo 1rtill 4!/! s /1 f1111eiY ft ie IMT'LlZQR /R 04q/01) : o o Q►�. j2VA I ; : i I I I t 1 I 1 j I r I ` 7Sl TO i , 1— a I _ I: ID , 1 ; I 1 ' I I I _ 1 I 4 1 , I .._ _ -..- I , � E 1 I s , , ii 1 � , f ( t 1 C I I , 1 f I I ' : , , w i f ! L I i , l e i _ - — 5)..t - �,, n r Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 6cons4n www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary October 07, 2002 CUST ID No.220537 ATTN: P 0 WTS Insp e ctor ZONING OFFICE CALVIN W POWERS JR ST CROIX COUNTY SPIA 1969 185TH AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/07/2004 Identification Numbers Transaction ID No. 792394 SITE: Site ID No. 651045 Lee Germain Please refer to both identification numbers, 72nd Street L above, in all correspondence with the agency. Town of Somerset St Croix County SE 1/4, SWIA, S24, T3 IN, R19W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 872407 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Slats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - 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. Owner Responsibilities: • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at�iyt�viik�apppriate for the component(s) utilized in the POWTS. 7_ Conditionally A C�J r P ,V® CALVIN W POWERS JR Page 2 10/7/02 In granting this approval'the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633 jswim @commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 TITLE SHEET PAGE I OF�' , DATEA MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been P repared m accordance with the Mound Component Manual SBD- 10572 -P and the Pressure Distribution Manual SBD- 10573 -P. � CR. 6/99) (CR 6/99) q LOCATED IN THE �E 1 A OF THE SW 1/4 OF SECTION ,TAN, R W TOWN OF , ST. CROIX COtNTY, WISCONSIN. INDEX PAGE 1 OF 7 TITLE SHEET PAGE 2 OF 7 PLOT PLAN PAGE 3 OF 7 PLANVIEW CROSS SECTION PAGE 4 OF 7 DISTRIBUTION PIPE LAYOUT PAGE 5 OF 7 PUMP CHAMBER CROSS SECTION PAGE 6 OF 7 SYSTEM MANAGEMENT PLAN PAGE 7 OF 7 PUMP CURVE PREPARED FOR l � ce>e c al SC�C��a �c�o �a PREP D Y POWERS EXCAVATING INC. ::$ aauS -:�5 1969 185" AVE. NEW RICHMOND, WIS. 54017 PHONE: 715 -246 -5135 FAX: 715 -246 -5135 DENARI MEN] OF COMMERCE IVISION OF SAFETY AND BUILDINGS SEE CORRESPONDENCE L , P 7 i t I , s� , _ pl , , On TOOT L , r 41' _ L , L , I� _ , I i i , s � , , _ , i 1 I ' I v I _ 1 a i s 11 f i \ i I , , _ Y _ i , ! 1 , s s i e f s ? g I s s t s a 1 , , s , , r 44" Cy .. I . I � + , ��--- SEPTIC TANK 9 " PUMP CRAMBER CROSS SECTIUN ANU . f 9 4" Cl VENT PIPE 12" MIN. ABOVE GRADE 6 WEATHER PROOF' ? 25' FROM.DOOR, WINDOW-OR JUNCTION BOX APPROVED W FRESH AIR_INTAKE WITH CONDUIT W1 PADL COVER PADLOCK £ 4" Cl RISER --- WARNING LABEL 6" MIN . ---- j --•-}--,..... MIN.- ABOVE G ADE 18" INLET \ 'WATER TIGHT SEALS GAS- ` l T TIGHT I SEAL APPROVED 4" z�..hlxAiDO A ALM JOINTS W/ CI ' PIPE 3' ONTO 3 ONTO -B i ON SOLID SOIL SOLID C '�t RISER EXIT SOIL PUMP OFF ELEV . 7 I +�- -` "' OAF PERMITTED ONL "V, D IF, TANK . MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: a MR NUMBER 'DOSES PER DAY: TANK SIZES SEPTIC jDc>C) GAL. DOSE VOLUME INCLUDING /� DOSE � GAL.Obvw ac FLOWBACK: i GAL. ALARM MANUFACTURER: �� �� e�+rc3 CAPACITIES: A = 1 INCHES = a221 GAL. MODEL NUMBER: _ w B = 2 INCHES = GAL, SWITCH TYPE: ---- PUMP MANUFACTURER: .�, \�� C = INCHES = I GAL MODEL NUMBER : ..0 GA L SWITCH TYPE: ��; D = �_C INCHES = REQUIRED DISCHARGE RATE � GPM PUMPS ALARM WIRING AS PER ILHR 16.23 WAS VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE • 10 FEET (9.S'} FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . •%' + /SD FEET FORCEMAIN X �FT /100 FT.. FRICTION FACTOR FEET TOTAL DYNAMIC HEAD FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH �_; WIDTH ; DIAMETER LIQUID DEPTH j Co 7 • , POVYTS OWNER'S MANUAL & MANAGEM19krT PLAN pdpo L, o1. HLEoiMM►T10M s11s7ir ► ?IONS Owner S"IdC Tank Capacity � 0 NA g Sapda Tusk � 0 NA tlfo/1W! PAR/lr� E"bma Titer � DNA Him mbar of Bedreom '3 (3 NA EMiuwtt Mar Mu 1p s� 0 NA Nwnbw of PuW Facility Units O NA Pump Tank CapasNV 0 al NA Estirnaas I flew (average) Tank Mrwftctww ` PS 0 NA Design flow speak). lE imatsd x 1.51 S Pump mwwf*ct m S C3 NA Sad Application Hate n q pump k/ode4 d� � 1 . O NA O NA standard OtrMity i111ontlNy► � Fees. ON A Grasse (FOGI 530 mg/L (3 SardVOnromei )meter 0 Past FAtm &*Owrn" Oxygen Demand 4800,1 5220 me/L 0 NA 0 Machaniwti Aeration 0 We deed Total Sumparded Solide (TSS) 5160 aig/L O osisMeceion C Other_ Ptatseated Eftk»nt Oalmlltv Mon ft avareee Oispemd Conks) 0 NA Suchernical Oxygen Demand (800,1 530 RIS& Q ln.- otatd (gravityi 0 l n- Gataxd 1prseetrizb) Total SuepwxW Solids ITSS) 530 mg/L 0 NA 0 At-Graft Fecal CaWwm 19montatric rilast I St0' Chr/100nd 0 Drip-Lim 0 Other: Martirwtn Enloe it Pardcie Sin Y, in dim. 0 NA 001110. 0 NA Other 0 NA 000: 0 NA + vaee tvpkml tmr donwa ft weswwl w and eapd ta t c Oink effho . �] NA SCHEME -- M Sortifo Ebert bierelaa 1► Mrspatt condition of tat*W At Nast once every. IMar — 3 l SWW 0 NA Plwnp out contents of tw*fsi When com*wwd akrdge and scorn equals one -t" (V of tank voksm 0 NA I pact dispersal coat) At Nast ones every. a monM" 3 tw) 0 NA rriotd�lsl Chan eftkwert tiller At Nast once every 13 NA 13 Inspect pump, punp contrast A alarm At karat once every: nmrwhw O NA Fkwh laterals and preamwe test At Mast ante every. 0 NA C"Imr. At knot once every: 0 rrnonlhisl 0 NA 0d"w. 0 NA ttIAMTE�IAMCfe lrispecdons of tanks and dispersal cells shell be made by an wm*okb W cwryine one of the foWWAV reensem or osr*iicetions: Master Pkienber: Mmow Pkxvdm PA*D t tad Sewer: POWTS Inspector: POWTS NAltsiiruieiar. Soptapa Servicing Operator. Tank inspections nest inchide a visual iiwpm m of dw tankbs to idwvWV any missing or brokarn hardware. k%nWV any cracks or leaks, measu» the vekrma of aonibined skodge and wum and to check for any back up or poe Ili ri9 of alfkwnt on the ground eurteca. The dimpaniai oeMa) alms be visusiy inspected to check the eflkrent kstieb in the observation pupas and to deck for wW pondtsry of affkowft on Mme gnournd surtsoe_ The pending of allluent on dnm ground swims may Indicate a l8ft cvrtdi On aitd the imrrnar tRa i otffl m I of the local ftgWalcry muthoritlr. When the combined smawa cation of skdge and scum in any tank equets one- third (V or snare of the tank vokmw. the entire contents of the tank shall be recnaved by a SSeptsge Sevicine opermw and dWPDNW of in acoggd r>oe vrith c h a pter NR 113. Wisconsin Administrative Code. AS other sevices. inckiding but not tirrrised to the servicing of etfkw+nt Mel . rnsdunical or pnmunn d components. Pte° 1 unlint units, and any ssrviciq at intwvaM of 512 months. ,her be pef vmd bv a ceM&W POWTS Mekrtainer. A service report shit be Provided to the local regulmory sOhoritY within 10 days of comptatlon of env service event. GMW 141011 a"MUP ANDOPERATMw rse" construction' Prior to use of the POWTS Pa9+ of that m brO w's the t►aatrnent d+ge oa tarNtlsl for the preeerhae Products — System sty up na � � s0�r prior �Msi. 1f hid► aborts area detected have the cant D� Po wer ° when sat! catditlarrs are frogwn at the infawativo surface. diaChOrged to the dispersa O W" in orw q�P tanks rttay fiM aboua nwMMI highwater _ TO avoid r emotion have OWN s trtN � the " wautewator win t the P&ww to restore ef#koww Pump or contact a Pkrrnber or tank rarrwvad M a Ssptape bsdctpa stwfaCe �► c to nwom normal *wO* within the Pump tank. POWTS Mashtmirw eo 09MO in �d a pump controk tt Do not drive a Park vehicle over tanks and di within 15 feet dovrn BOPS of at rests. Do not drive or Park over. a s d�sttwb or �� Or erasion of the absorption area. r npact, the era fotrttrlation�. baby �' a butts: w�ewatar stream nu, m,,,, the t�forrnance and ( a m* P'MVI water, fn* and : Cotten swabs; : dental floes, his f thf �n� products: Pesticides, sanitary rnp o s ; a : softe b tsdssa: hOrblcidas- s t; tarrrporrs: and water medications; oil AIMANDOMAqff softener brirhe. 140han the Properly and sat POWTS falls and/or is Pe"nonentty taken out of Service the foillowming slap ad n certN*Wme " chapter Comet 83.33, sham be taken to inatxe that the system is • All Piping to tanks and �� Cam DRS s had be diecor�ted a W the sbarrdonsd pipe oDW*Vs "dad. a The it of aM tanks and Pita st►aM be a After "moved aNrd propsrw d�oaad of by a Sep"" 5ervi� O sod, tpav tanks 8 cawaMd and rarewwed or their covers and the void space fiUed with natenal. CONTMKiENCY PLAN if 00 POWTS fait and cannot be repswW the following R+saaures } b��, Resat be taken, to or rePlIncernawn *MOM: provide a code compk tt ❑ A sukabie rephCernent area has been evaluated and RWV Systern. The v area be �+tdimed for the bcation of a � sou tian ^sOrdrad setbacks from bance and aM should not be upon by m f suk in this need w a W W W W p eft " 9 0 V OW to ' ku * 148 and Wells,. iFalum to Prmaet the went are& w N 4* co" "M the rules in effect at that time. a suambts t area. W teems +rust 0 A suitable apjacgrnent area is not avaiiebls duo to setback and/or soil technolloW a tank may be NW4ftd as a ism resort to replace the tallied Barr" advanmas in POWTS 0 The Oita has not been evakaW to ideas eVakrition must be pertortnad to Notate M a su itable rsPfecer area. Upon faikwe of the POWTS a sort anti aite on " �y be irMSkd as a test resort to refraace the tailed �O, M. ores If no Mftcernant area Is available a holding tank tlAotwrd and at -grade :op a pp : ' CwAfwww space ReoortOt *"*W' of such syste�rtus r#%M "ith therulaw of that t the biomet at the mpflC. PUMP APO OTHER TREATMENT TANKS MAY COMTAN MTHAL GAS APR A PUMP OR OTHER TIEATMMT TANK UIUM ANY CtIC1 T �CBIIT OXYG M. DO NOT feJN "MM MTMOR OF A TANK MAY KE DST OR �. DEATH MAY RESULT. RESCUE OF A XXTKWAL STS WrG WTAUM Narne 4 POWYS MWAMEn rS Phone Marne 1 , S Phone TAKE SWrAMIG OPERATOR Name 'ef: LOCAL STORY AUTHOWY Name . Phone t was dr fe.e;,, +Qe with � Comm 83 -22(21fbtilU�ff) one 83.tr4h), (2) f► i31. Wiscon.in Adm&Am.tiv. Cove. 1 a j - --'=_, ` Goulds o Effluent Pump 388 APPUCATIONS • Overload protection must smooth operation Silicon can be operated continuously Specifically designed for the be provided in starter unit. bronze Impeller availlable as without damage. ��., ..: following uses: Shaft: threaded, 400 series an option. m Bearings: tipper and • Homes stainless steel. ■ Casing: fast iron volute lower heavy duty bail bearing • Farms • Bearings: ball bearings type for maximum efficiency. construction. • Trailer courts upper and tower. 2• NPT discharge adaptable a Power Cable: Severe duty • Motels • Power cord: 20 foot for slide rail systems. rated, oil and water resistant. • Schools standard length (optional n Mechanical Seal: SILICON Epoxy seal on motor end lengths available). • Hospitals t'•AFtB10E YS. SILICON - provides secondary moisture • Industry Single phase: •'� and h HP –16J3 SJTtI CARBIDE Searing faces' barrier in case of outer Jacket • Effluent systems Stainless steel metal parts, damage and to prevent oil with 115 V or 230 V three BUNA•N elastomers. skin. SPECIFICATIONS Prong plug. •'Yrt'i4 HP –14/3 STO with n Shaft: Corrosion- resistant ■ 0- ring: Assures positive Pump bare leads. stainless steel. Threaded seating against contaminants • Solids handling bilities: Three phase: design. Locknut on three and oil leakage. g �P • X4-1 `h HP –1414 STO phase models to guard 3�, maximum. *Discharge size: 2 NPT, with bare leads. On GSA ag ainst component damage AGENCY faSTIMGS • Capacities: up to 1213 GPM. listed models – 20 foot on accidental reverse rotation. • Total heads: up to 123 feet length WTW and S71N ■ Motor: Fully submerged in c""�a" ' Assoctanort TDH. are standard. high -grade turbine ar for • Mechanical seal: silicon lubrication and efficient heat UL utid'� �aaoauori`s O carbide -rotary seattsilicon FEATURES transfer. carbide - stationary seat, 300 ■ impeller. Cast fron, semi- w Designed for Continuous series stainless steel metal Operation: Pump ratings are parts, BUNA N elastomers. o non -clog with pump- wOn the motor marutfzknr's • Temperature: out vanes for mechanical seat recommended working limits, 104•F (40•C) continuous protection. Balanced for 140°F (6ft) intermittent. ms s • Fasteners: 300 series so series: 3 W stainless steel. SIZE: is SOLIDS • Capable of running dry 25 so R"k VWous without damage to s components. to —4 �5FT GPM r Motor G 60 i Single phase: .1 , • % HP, 115 V. 200 V, 230 V, 50 60 Hz, 1750 RPM; % HP, _ 15 115 V, 60 Hz. 3500 RPM; 0 40 HP —1 % HP, 230 V. < 60 Hz, 3500 RPM. 1° _ 30 • Built-in overload with automatic reset 5 • Class B insulation. Three phase: -t0 0 I h HP –1 fr HP 200/230/ o 460 V, 60 Hz. 3500 RPM. o ro 20 40 50 sa 70 so so 100 sro 120 130 • Class B insulation. 0 10 20 so rn 4 . CAPACITY 0 1895 Goulds Pumps ' V ' , - • or% 3 (` � (0 041-� EttecNva M.ty ^ ^995 cck s X. PRESSURE DISTRIBUTION WORKSHEET Information needed for Pressure Distribution Design: Daily wastewater flow = 9 gal/day Design loading rate = ___ Z_— gal/day System Configuration: I p ft. system width 2 7 -S ft. system length Proposed Lateral Layout: 3 of laterals q��V entr r end manifold 5. __--- ft. manifold length 6 ft. distal pressure requirement (Based on orifice diameter, see Table 1) 7 . —L O in. orifice diameter 8. __37 __ ft. estimated lateral length Choose the Orifice Spacing: g. -_ --9 -- in. orifice spacing divided by 12 to convert to feet. 10 number of orifices per lateral n= L /x+.5 Where: n = number of orifices L = lateral length, in feet x = orifice spacing, in feet fold have laterals on each side with ath end manifold nTherefore the Note: Networks with central mani number of laterals are two times as many as a netw' 4 21 of 28 Re- evaluate the Lateral Length: l l . 3 ft. final lateral length (# of orifices x orifice spacing - 1/2 orifice spacing = optimal length) Choose the Lateral Diameter: 12. ley in. (Graphs 1 -6) Calculate the Lateral Discharge Rate: 13. -7 . • gpm lateral discharge rate. Discharge rate per orifice x # of orifices per lateral = lateral discharge rate. Choose the Manifold Diameter: 14 y),_ in. (Table 5 ) Calculate the System Discharge Rate: 15 -.,pm (# of laterals x lateral discharge rate) � x 7, Calculate the Force Main Friction Loss: 16. ft. force main length 17. in. force main diameter (Table 6) 18 gpm system discharge rate (from # 15) 19. ft. friction loss in ft/ 100 ft. x length = l OG ft (Table 6) I.� X Calculate the Total Dynamic Head: 20. J'� ft. system head. (Distal pressure #6 x 1.3 ft.) 21. ft. vertical lift (pump off to lateral elevation) 22. 0 ft. friction loss (in the force main in feet # 19) 23 9 ft. Total Dynamic Head (TDH) (sum of #20 through #22) 22 of 28 Calculate the Dose Volume: 24. gal. based on system type. 25- w- gal. - drain back /S v C o? i t /L 2 o y y 26. !� j=°' gal. - actual dose volume ( #24 + #25) Pump Selection: Ar- 27. 7'gpm pump discharge rate at TDH ( #23) (not less than system discharge rate, # 15) - Dose Chamber Sizing: (Sizing of dose chamber serving a sand filter may have different requirements' See component manual or manufacturer's or designer's specifications for sizing criteria) 28. - ---j -E in. tank bottom to "Of'f' switch / AZ _ _ gal. 29. _ in. dose volume (from #26) gal- ("off' to "on" switch) n 30, in. "on'" switch to alarm switch 3, -5 gal. 31. in, reserve capacity 3a. 7 gal. (residential = 100 galIBR) J 32. .3(' in . hose chamber capacity gal. MO U N D WORKSHEET A. SITE CONDITIONS Evaluate the site and soils report for the following: ` Surface waur movement. • Measure elevations and distances on the site so that slope, contours and available areas can be determined. ' Da=#"itctn of severs sail profiles where the ' Determine the lip campommt will be located. and set backs. canditicuts groundwater level, soil pexmeability, Slope - 6 Occupancy — On or Two - Fanu1y Dwelling # of bedrooms . Pub�iility - Daily wastewater flow Depth to lunthng factor - inches In situ soil won raft used - 9W BOD value ofeffluent applied to component .� p TSS value of effluent applied to component - 150,;0 mg/I, Type of distribution cell - --)� Agate or _ Leaching chamber B. DESIGN WASTEWATER FLOW (DWF) One or Two -famil r�t;,, DWF = 150 gal/day/bedm m x # of bedrooms = 150 gal/day/bedroom x Z # of bodnxwu gal/day Public Faciliti DWF Sum o h wastewater flow Per source per day x I.5 gaUday x 1.5 _ ---- ______ aUday F C. DESIGN OF THE DISTRIBUTION CELL I Size the Distribution Cell a. Infiltration rate of fill material = < I.0 � 2 •Q gal /day if BOD or TSS 30 mg/L gaJW 1 daY if BOD or TSS > 30 mg/L or b. Bottom area of- distribution cell = Design Wastewater flow ; I.0 or 2 .0 aUfle/ 8 day = gal/day ; '. Distribution Cell Configuration a. Distribution cell width (A) _ _ feet (< 10 ft b. Distribution cell length (B) = Bottom area of distribution cell =Width of distribution cell B = ft' (Distribution cell area) ft(A) B _. ft c_ Check Distribution Cell Length (B) Design Wastewater Flow ; Cell length (B) < Maximum Linear Loading Rate S� gal/day _ --25- feet = gal/ft (Linear Loading Rate) Linear loading rate for systems with in situ soils ha gah't� within �$ an effiuent application rate of 5 0.3 Y thin 12 inches of fill is less than or equal to 4.5 gaVft/day Is the Iu xw loading rate 15 what is allowed? yes width of the distribution cell must be changed so it does. no If no, then the length and/or Distribution cell length (B) = Design Wastewater Flow _ Maxims Linear Loadin Rate g Distribution cell length (B) = s"D galidav gal /ft/day Distribution cell length (B) = 75 ft Distribution cell width (A) ��0 - -aL.Z� ft ' (Distribution cell area) _ Distribution cell width (A) = _ b h 2. Fill length a. End slope width (K)= Total fill at center of distribution cell x horizontal gradient of side slope K - (([(D + E) + 2] + F + IT) x horizontal gradient of side slope + 12 i e4kfoot K = {([(!winches + inches) + 2] + /� i :?- inches) x } 12 inches/ft t .9 - 110 K= - MU ft b. Fill length (L) = Distribution cell length + (2 x end slope width) L —B +2K fit..* CPIII L = ft + (2 x.) L =_feet 3. Fill width a. Up slope width (J) = Fill depth at up slope edge of distribution cell (D + F + G) x Horizontal gradient of side slope x Slope correction factor { 100 _ [ 100 + (gradient of side slope x % of slope) or (value from Table 5)1} 3 = (D + F + G) x horizontal gradient of side slope x slope correction factor 100 + [100 + (gradient of side slope x % of slope) or (value from Table 5)] 3 i + f b in + 4 in) — 12 inlf� x3 x I = feet b. Down slope width (I) = Fill depth at down slope edge of distribution cell (E + F + G) x Horizontal gradient of side slope x Down slope correction factor (100 - [100 - (gradient of side slope x % of slope) or ( value from Table 5)]} I = (E + F + G) x Horizontal gradient of side slope x Down slope correction factor { 100 [100 - (gradient ofs a slope x % of slope) or (value from Table 5)]} I 1' in + /6 in + 6 in) _ 12 in/ft �x I x a 3to 9 feet D. DESIGN OF ENTIRE FILL , I . Fill De nth P a. Fill depth below distribution cell (At least 6 inches if the in situ soil beneath the tilled area requires a minimum depth of 36 inches or less for treatment of fecal coliform. At least 12 inches if the in situ soil beneath the tilled area requires a depth greater than 36 inches for treatment of fecal coliform.) 1) Depth at up slope edge of distribution cell (D) = distance required by Table 83.44 -3 - distance in inches to limiting factor D = 4 inches - inches D =_ inches (;-> 6 or 12 inches, but not greater than 36 inches) 2) Depth at down slope edge of distribution cell (E) E = Depth at up slope edge of distribution cell (D) + (% natural slope expressed as a decimal x distribution cell width (A)) E = D + (% natural slope expressed as decimal x A) ' d E= Q inches +( x feet x 12 inches/ft) 7 b E= inches b. Distribution cell Depth for Aggregate Distribution cell. Distribution cell depth (F) for aggregate distribution cell = amount of aggregate below distribution laterals (6 inches min.) + nominal outside diameter of largest lateral + amount of aggregate over distribution laterals (2 inches thin.). F = - 4o - ( 2:6) inches + 2- inches + (>2) inches F = / inches c. Distn* ution cell th (F) for distribution cell with leaching chambers = total height of Lear. cham . F = tnches d. Cover ten 1) Depth at di ution cell ce ter (H) ? 12 inches ?) Depth at distrib on cell ed s (G) > 6 inches " c. Fill width (W) = Up slope width (J) + Distribution cell width (A) + Down slope width (I) W J +A +l W= akft+ ft+ ft W = l feet 4. Check the basal area a. Basal area required 'q 5 a = Dailv wastewater flow + infiltration rate of in situ soil _ $ gal/day r gal /Widay ft 2 b. Basal area available + width — Down slope 1) Sloping site —Cell length x (Distribution cell width Do pe ) = Bx(A +1) 75 ft x ft + _.,tL �) I I = 1 i ft 2)' vel site = Distribution cell length x Fill width 7=8 W x ft T c. is available basal area sufficient? yes _ no Basal area required < Basal area available 2.5_ ft' < ft b. Basal area available I) Sloping site = Cl leng x (Distribution cell width + Down slope width) = Bx(A +I) ftx( + ft) ft ft ft 5. Determine the location of observation pipes along the length of distribution cell. Distance from end of distribution cell to end observation pipes = B ; 6 Distance from end of distribution cell to end observation pipes = '7.5 ft. + 6 Distance from end of distribution cell to end obsetanon pipes = 1f { u hay or co mmm SOIL EVALUATION REPORT pop d ,3 WW &*dkW in adoordanoe with Cmm ttS, Wth:. /kith. Code Mtarfh oamptele tie pthhn on phhpar not toes ttem tt 1/2 x 11 indhes in stxe. Plan mhaa lodhde, h,t fat tYnhisd *al wdioels+d hhxdodthiet ntotsttce peilht {�9. dhec -01 ant Pan t D. pwc"etdpa.ssa 4wmd a a%ni earitshe . ado ohmum nandld -ram& Pll fs* priint ON bNbtr+t Reviewed by Ek e Iti+ anh � lhln w eetew ��hwiaunwg + i�arh> ribraroarhN�tMhgieseai� '4in�g►taw.a tsAi ;ti�it- Got Ldt t43 IM S yT 31 N R W Ptapet t�►tlttttetlttir4hYhhpAhldrass Lot* akxk0 Shhbd.twineorCSW o S`�� SW zipooft C - o ckY ©vftp Tom Nearest Road' � v - AMP 2a IJ: RaetdethtFaF /Nunhbexdbedhthdhns codetkttredde90 Sow raw aPD cup Pttieor der - . Pamt - 00, - r i3oad F%M eirreliort Cappticabta R tiatwat oonettethls and ate. a,,ma,-- JUN 0 5 2002 ST. CROIX COUNTY EA O,bVs ❑ pit t3 aww atnbw star. /o /, p_ pGplh to 1 0 a . how �5Q- i tide�ddn Rob ddatnetht t7sdditDee�dpdon TOROM Street" t�oneWeatde . Raub h Qv ft: Ciaat �alar Or. ft Sk *gm �2 94 /. a to , 5 i r c i 3 36 3b is r — 5 S rr1 L cy jor "p PU li m d stxbmoev; / tt t]ieplh in iittM 6 fac"r fh 90l Rhhbr iidt t owm Dot... Demallo, Tea " aim" Ootui:dwm ftmft R-h GPCIA� h MW" CM Sa. Cat,t. Molar a Sa Sb. � O- /D t cs • t = ttOp > 30 M mWL and TSS *3a,r 154 nwl1 Sz a BW _< 9th mplL and Tss _< 20 ctgft cW *AdW tNAe Ewthetian oondhoftd 7ilth>shNane`Ntenber G - Parcel 0 # p --v2— of 3 80*V s O eo ® pit G owduaiaaaa w. ,�' a Depth to 0 bao,. a K sd, gat. MXboy o.pn D=1hwr pAdo-rosoc4om Teem Sk abs Sohxdary now OPDW K M nsd a,. SL Cart Molar er. SL Sh. 'm - � 2 D P13r C S a+'�► . / Z- 7 S' — 4 5 4,k ►rte e w 1 S' , g env• ❑ eorisw ❑ Pit cxouhd suriaCe atev. it Depth b tmNing ftcw Soi A Ncelion gate lowtm Wpm DommAn" [iedohtDwm Om Took" Slwdum CM*M M eoad" Aaals QP1W it ax" Qu. Sz. Cont. cow tr. Sr_ Sh. OEM ' : i : iT I +� p f cihounda�aahoa.lsn it Daplhlafni+p>+>�or rR Sol irate: Re1e Hodson DOM Dm"dCdw fiedattDeerslpion. Team 91na:" Co K Nuneat Q u. Sz. Canl Cdor or. SL SK ' Ef kw t #1 a SOD, > 30 5 220 mat and TSS >30 _< 150 mpll. ' Eftient #2 F BW,, 130 n9t and TSS 1 30 n%OL The Department of Commerce is an equal opportunity service provider and employer. If you need assigunee to 20CM Mcviaea or need material in an alternate format, please contact die deparumm at 608 -266 -3151 or TTY 608- 2644M7. saoww�.imt Prr`cc, X31 111 ! GJ ao 3 3.5 sr S rOmlers�.rt" Lol s'y�a5 S � l ` r a �© # a .37 I�Or' r 11 1 l 1�7 , ,r f. L I 70 O 1 i YYaootatn Daparattettc d Canmwoa SOIL EVALUATION REPORT papa / a a�aioe of sarMtyand 8td�,gs . in WMhComm ft wls. Iidw Cody itcM�da i dlotwind ` i a oa (81+q inAm.pimawe ad F ow v«c. Nail. Isar. aramM nao�+ e.++ o�eiau� ,.naeca�a�asnd�M�e,o.eaea. LRE Phase privet ON Mftrma l & F rAmW by ow. ...�rM�+ ..... wk.. p. �w.. �r... ...+.�..o.r.,►.r.....�w.�.q►fa� ,se.a� air O i �' 0 to/2 8bdt# aC'SMM Cir 0~ CgTom Wsanse Road Sfi ru�rrs� i 5y(k5 mwCamOfan jAw kadd c aft lk - - daim sm ram t CfPAPbWWX* Pmlecraaaawaw -Dwobw pliratanM mm 1! r FbWPbb ol ianitappk" A' t and rroaatMnttiMtfa� � s e pS eMlAdwriaoadaw. t oaphbiai g bdu 5 h fbdbe Doadaant tissaicaseskioe TWAM SMX*A* Q WkftnM Raab BMW Mr�af Qe. 8c Oat Cd or GLUM Oft f'It ��dwaiaoadar, R pepb,la>�tatApr _!n. S N 1 ft t Dm*ftm Taam M%ftm OoarYl h M OL OL Cant Odor Qr. S& W 5, 5 � C am e5 q9 AN6 I a L3 1 7 1 7 S 'rS 5 . lP • eRu.,e : �p� S19 aopll. and iSS , ao < �p AAA a 4=30 �e snd w < 15 o 2% - 5/ l �� + •, , .. e. .. .. ■ : Oka so "u o c.�'v6n 3 3 r �- m a "PL)- A a z h. r CN Nb 0 1 ; 1 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwntrBuyer _ �,� a p,.,rr 1. Mailing Address _a0 Spa R d- 3S 3 Property Address h4 S (Verification required from Planning Department for new construction) City /State I som %a C I (�J� Parcel Identification Number (D 3n. O Ce UL LEGAL DESCRIPTION Property Location s %., 5 � V., Sec. , T � � N -R_)j W, Town of a2m�¢t Subdivision , Lot # / Certified Survey Map # _ CP9 4 /Y7- 5 Volume 1 , Page # _ / Warranty Deed # `e Q / -/�f Volume d 01 3 . Page # (Q Spec house ❑ yes PC no Lot lines identifiable yes ❑ no SYSTEM MARMNANCE 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. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restrictedphimber or a licensedpumper verifying that (1) the on -site wastewate rdssposal 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 shidge. 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 Commence and the Department of Natural Resources, State of Wisconsin. Cerrificatibn stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 d f the a 7 three year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the roperty described above, by virtue of a warranty deed recorded in Register of Deeds Office. �i+iYll�, /0 /7rOa ' NATURE OF APPLICANT DATE *• *• *' Any information that is mis- represented may result in die sanitary permit being revoked by the Zoning Department. " * *" '• Include with this application: a stamped warranty deed r PP Pe ty fr om the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed r, U _ 2 413P 604 •+� STATE BAR OF WISCONSIN FORM 2 - 1999 9 4 + , 4 9 9 WARRANTY DEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS This Deed made between Louis D. Germain and Lorraine E. RECEIVED FOR RECORD Germain, husband and wife 10 - 16 -2002 4:00 PH WARRAIJTY DEED Grantor, and Lee Germain and Melissa Germain, husband and wife EXOPT # g REC FEE: 13.00 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): Recordi Part of the SE 1 /4 of SW %, Sec. 24- T3 IN-RI 9W,�wn of Somerset, St. Nye ft ss OGLAND Croix County, Wisconsin described as follows: Lot f CSM recorded in ATTORNEY AT LAW Volume I ia Page Da , as Document Number P.O. BOX 359 HUDSON, WI 54016 TOGETHER WITH an easement for ingress and egress described as pt of032- 1066 -40, 032 - 1066 -90, follows: See Attached Exhibit "A". 032 - 1 067 - 10, 037 Parcel Identification Number (PIN) This is not homestead property. (,�) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of September 2002 * * Louis Q Germain * * Lorraine E. Germain AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. County ) authenticated this day of 7�� da Personally came before me this y of September 2002 the abov Louis D. Germain and Lorraine E. Germain,1 i e,A TITLE: MEMBER STATE BAR OF WISCONSIN ' (If not, to me known to be the person(s) who exectitQ 04 orpol instrument a d e d the same. � � '• X77 � authorized by § 706.06, Wis. Stats.) •;� '• :'' Q �3 THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 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. Information Professionals c ompany, Fond du Lac. WI WARRANTY DEED STATE BAR OF WISCONSIN 800455.2021 FORM No. 2 - 1999 3 � . c CERTIFIED SURVEY MAP Located in part of the Southwest 1/4 of the Southeast 1/4 and part of the Southeast 1/4 of the Southwest 1/4 of Section 24, Township 31 North, Range 19 West, Town of Somerset, St. Croix County Wisconsin. PPKUV U ST. CROX Planninn 7` . - - OCT 16 2002 SURVEYOR'S CERTIFICATE: If not rtUujuv" • ,"t ,I 311 G, P v,.t datu at f, `�Qald F. Johnson, a Registered Wisconsin Land Surveyor, do hereby certify that by the direction of Louis Germain I have surveyed, divided and mapped a parcel of land located in part of the Southeast Quarter of the Southwest Quarter and in part of the Southwest Quarter of the Southeast Quarter all in Section 24, Township 31 North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin, described as follows: Commencing at the South Quarter corner of said Section 24; thence on an assumed bearing along the North -South Quarter line of said Section 24, North 01 degrees 23 minutes 17 seconds East a distance of 1310.40 feet to the point of beginning of the parcel to be described; thence, along the north line of the Southwest Quarter of the Southeast Quarter of said Section 24, South 87 degrees 50 minutes 20 seconds East a distance of 222.37 feet to a meander line on the westerly shore of Turtle Lake; thence along said meander line, South 06 degrees 25 minutes 03 seconds West a distance of 184.79 feet; continuing along said meander line, thence South 19 degrees 33 minutes 57 seconds East a distance of 36.76 feet; thence North 88 degrees 01 minutes 07 seconds West a distance of 574.78 feet; thence North 05 degrees 41 minutes 06 seconds West a distance of 219.21 feet to the north line of the Southeast Quarter of the Southwest Quarter; thence along the north line of the Southeast Quarter of the Southwest Quarter of said Section 24, South 88 degrees 18 minutes 02 seconds East a distance of 382.46 feet to the point of beginning. Together with all lands between the above described meander line and the ordinary high water mark of Turtle Lake. Containing 130,691± square feet (3.00± acres). Subject to all easements, restrictions and covenants of record. I also certify that this map is a correct representation to scale of the exterior boundaries surveyed and described, that I have complied with the provisions of Chapter 236.34 of the Wisconsin State Statutes and the Subdivision Ordinance of the County of St. Croix and the Town of Somerset in surveying and mapping the same. / Z no Z Wald F. Johro& Registered Wisconsin Land Surveyor No. 1186 Date JEO Consulting Group, Inc. P.O. Box 325 New Richmond, W1 54017 ���e�J G�0Iys 4� RONALD F. �} JOHNSON s —t 16 2 A 1 Wi . wis. � e N0 s u R 4E- �� + ►14 1ta se Sheet 2 of 2 Vol. 16 Page 4402 IL r� `� /� 694475 /v� /d 1oar vGL PAGE 4402 RONALD F. >"T ---- ---- -- M JOHN",ON KATHLEEN H. WALSH s --1 1 "1 REGISTER OF DEEDS AMF',Y. ST. CROIX CO., WI Wis. a �: RECEIVED FOR RECORD � � �'''� c �� eve tio $IFIED SURVEY MAP 10.16.2002 11:30 " •.� CERTIFIED SURVEY MAP Located in part of the Southwest 1/4 of the Southeast 1/4 and part of the S E7 ,.;.//4 o1F -hA0 Southwest 1/4 of Section 24, Township 31 North, Range 19 West. Town of Som Wisconsin. Prepared for and at the request of: OWNER: DOT N0. 55 - 35- 3551 -2002 Louis and Lorraine Germain Somerset, 35 NOTE; The parcel shown on this ma is subject to State, Count and Somerset, WI 54025 P P � Y ' Howard Township laws, rules and regulations (i.e. wetlands, minimum lot size, access Al26A , -by. 'Howard H. Herrlld III to parcel, etc.). Before purchasing or developing any parcel, contact the St. ST. C 'r Croix Co nty Zoning Office and the appropriate Town Board for advice. Planninn 7r- �CT 16 2002 UNPLATTED LANDS UNPLATTED LAN OF OWNER I IIRV4t� .•....,... ,� Jr93.22' i Whwal data; apP'04J'Slr" -- - - N 05 5'41 '0 f_ —, (n r �+nd void _ EGRESS EASEMENT I (� I ` IN SCRIBED IN VOLUME 2010 Im Im • �- SS 0 4141 '06" E 3 3.86' o tZ -to z � W 'j Wz ID 100 ROAD, . .��`'�` / I� SETBACK LINE \ \� � �n z z p Qn O O CD r ` \ rn -n \a 'O D NO D S n O Vl .v . OW A O' N w� Q I z � \,NON �Ww�O C � 69� w� IZ �m.�r*� Z C N lr� 0 ao �► CA o wo nip w�o'' v��Z mcnC I O o O c r > r 0 -4 (1 z C v a ZJ N C B I+ , D W 0 .:; Cl + 0 o o � � °� ,? r*1 � 1 0 n� ;ENO 0 D o Z O O 0 � v ;Go _ z D IZ �� \ ',; rn IOIn zm M Zrn 'og �a m D N 01 E - # ~ 00 ;` IZ �� 5261.22' \ m 01 23 17" E .1310.40'; �'. -I> I4h. ICn N 01'23 17 E c� ^rn cn ( ,\ \' vi Irn I� 3950.82' Z Z N � Z" I� I - N P > 8 ^ N v� ;\o ,, o - I Iw 0 m mz rw\ Z 0 � N 100 z �_ C CP;a m ? I `O Z Z O N 2 O C vl m "n O C zcoo O �z'.`:m O o r a D � - ' C . m OD C M wt m _ ry* F �? M O C�� o z .�. M �_ Ot pi �_ m N (7 pQ �A o C Zcp� v V! 000:0 voPO, jtl� m C Z m rn a' m o �l m C - 1 o 'l n m Q ' ;` W 4 I. ° �'` -n v'4 2 z M �- Z vR .Z r gv g O ORDINARY HIGH 4 O ° 0 O 0 WATER MARK r�* o > r z E�L T I1 IO !l N ��► : 9 v > Z 0 h 8 �v_MLEI ••=E m Zm - U zm m > m W LEG END PO pared bY m N Section Corner Monument # , of Record • Set 1" x 24" Iron Pipe weighing J EO ���' GIarIp, �� l z 1.13 pounds per linear foot Phone No. (715) 246 -4319 O Found 1" Iron Pipe Fax No. (715) 246 -3830 ORDINARY HIGH WATER MARK ® C.B.A. PER TOWN OF SOMERSET P.O. Box 325 ESTABLI -WED 8 -20-02 BY New Richmond, VIA 54017 ST. Q901X COUNTY ZONING DEPARTMENT 99000 Top of iron pipe elevation Sheet 1 of 2 Vol. 16 Page 4402 �. ,� M � , '' � } i 2 �D�```�� �.� .�,� .� � i �� . ti �- S � 3 I