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HomeMy WebLinkAbout040-1246-50-000 ST. CROIX COUNTY ZONING DEPARTMENT ` AS BUILT SANITARY REPORT Owner ago a Property Addre Z 2 ': K� l , City /State ' \� Legal Description: Lot t Block ft— Subdivision/CSM # ` +` 1 % 4 U t /4, Sec. , T n 'N -R` W, Town of PIN # Ad SEPTIC TANK? OSE CHAMBER -- HOLDING TANK INFORMATION: Tank manufacturer L&` > °`,- Size ST/PC 73 �etback from: House -3 5 Well PAL Pump manufacturer Model Alarm location (HOLDING TANKS ONLY) Setbacks: Service road " < Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM ., Type of system: l � Width � Length '�� -�°� � Number of Trenches Setback from: House `' >' Well I �L• P/L 4 Vent to fresh air intake b ELEVATIONS . s. c Description of benchmark E F �° (A Elevation � Description of alternate benchmark Elevation Building Sewer ST/HT Inlet ST Outlet ' PC Inlet PC Bottom p ° ° Header/Manifold Top of ST/PC Manhole Cover Distribution Lines O O ( ) Bottom of System O 175 F Final Grade O O ( ) Date of installation ' J / !Pennit number -� ? State plan number . Plumber's signature .;. A�` License numbe Date` ' 537 Inspector 1k; OA I—A - Complete plot plan a II NOTICE Please provide the following: tv # 00V 1AV44 Oh" To • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. r PLAN VIEW f J 6 I i l I ✓r 1 �a N j / Jf /3j P INDICATE NORTH ARROW r Wisconsin Department of Commerce Safety acid Buildings Division PRIVATE SEWAGE SYSTEM Count y INSPECTION REPORT St. Croix - GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 344577 Permit Holder's Name: ❑ City ❑ Village [ I Town of: State Plan ID No.: Town of Troy CS M Elev.. Insp. BM Elev.: BM Description: Parcel Tax No.: 6 70 • `/ :�-- 0 .9 + 5 E 1 d4- C,e,.+szr 040 - 1246 -50 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Wel/J�S ZS� �.�o Benchmark Z. Dosing Alt. BM L 0,0(0 Aeration Bldg. Sewer m 4„�S h Holding St/ Ht Inlet q.10 87f 0�_ TANK SETBACK INFORMATION TANKTO P/L WELL BLDG. Air to ir I ntake ROAD A Septic .,sk 33' -- NA Dt Bottom Dosing " u 'I- 3� ' NA Header / Man. ( _� p g D17F ab Aeration NA Dist. Pipe (o_ C( 'p g7.6 b Holding Bot. System 3-'( e ��S• 5� PUMP/ SIPHON INFORMATION Final Grade Manufacturer S Demand St cover ° Model Number 0 40 GPM 1 2 3 , t TDH Lift G.$lo Friction ' Systema T- 5 TD � t mead Forcemain Length Dia. Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. p f renches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS CI DIMENSION SYSTEM TO P/ L BLDG WELL LAKE / STREAM LEACHING Manufacturer: SETBACK INFORMATION Type Of 1 CHAMBER Model Number: System: Mtru f O. o p�$ OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipes) ,, x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Z.i Length ` I r ia. /Z Spacing ( " 6 u SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS (Include code discrepancies, persons present, etc.) Inspection #l: 11 /8 /99 Inspection #2: Location: 347 Lindsay Road, Hudson, WI (SW1 /4, NW1 /4, Section 19 T28N -R20W) - 24.28.20.1267 3. o e.r > Plan revision required? ❑ Yes !!�l No ' Use other side for additional information. tZ 1 ZZ_ Is `p SBD -6710 (R.3/97) Date Inspector's Signature Cert. No V6�ns Safety and Buildings Division SANITARY PERMIT APPLICATION 2 1 Box Washington Avenue Department of Commerce In accord with ILHR 83.05, Wis. Adm. Code Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County c than 8 1/2 x 11 inches in size. Sm • See reverse side for instructions for completing this application State Sanitary Permit Number Personal information you provide may be used for secondary purposeks Check if revisi n to previous application [Privacy Law, s. 15.04 (1) (m)]. �) It r4 p od State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRIWE ALL INF R A 'ION (P Pr2pAFty Owner KKe Property Location Ml L-4 V , ,Q Co., 1/4N W 1/4, S 9 T c"N, R E (or Pro ert ner's Mailing Addres ( Lot Number Block Number V,*tr CL t , State Zip Cod Phone Number Subdivi n Name or C�SN�f�lumber t tt 11. TYPE OF BUILDING: (check one) ❑ State Owned el I y Nearest Roa 0 V ^� El Public 1 or 2 Famil Dwellin - No. of bedrooms ow OF -0 ` K 111 BUILDIN USE (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo O 1, 4 O - 1 — , 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/ Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. 06 New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an _System St Tank Only System ____ ^ __ - ysem __ _________ __ anny Existing System E xistin g -------------- xistiny _________--------- B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ �� System -In -Fill A VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 1 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/d /sq. ft.) (Min. /inch) Elevation 0o S O O 5070 o . _ Q 7 S. 7 Feet 9 -7, ', Feet Capacit VII. TANK in Ca allo Total # of Prefab. Site Fiber- Exper. INFORMATION g Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App New Exist in structed Tanks Tanks Septic Ta or++a#eiif�g Fewle- j I t �S El 1-1 El 13 11 i ft �14 Tank iph@Rrc mbar `7 — 1:1 El 1:1 El 1:1 ESPONSIB ILITY STATEMENT I, the undersigned, assume responsibility for install tion of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) PQLU�eots P tier's Signat re: ( tam MP/MPRSW No.: Business Phone Number: Plu er's Address (Street, City State, Zi Code): 1,0 .S`r� Hove ItJ,� f IX. COUNTY / DEPARTMENT USE ONLY proved Sanitary Permit Fee (Includes Groundwater ate ssue Issuing nt ignature (No Stamps) Surcharge Fee) A Given Initial 2 se Determination J X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL: D-6398 (R.11/97) DISTRIBUTION: Original to County, One copy To: Safety & euildings Division, Owner, Plumber t Safety and Buildings 2226 ROSE ST LACROSSE WI 54603 -1905 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary July 14, 1999 CUST ID No. 273085 ATTN. POWTS INSPECTOR CALVIN POWERS ZONING OFFICE POWERS EXCAVATING INC ST CROIX COUNTY SPIA 1969 185TH AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 07/14/2001 Identification Numbers Transaction ID No. 234496 SITE: ST CROIX COUNTY, TOWN OF TROY Site ID No. 175847 SW 1/4, NW 1/4, S19, T28N, R19W Please refer to both identification numbers, LOT 25, TROY VILLAGE SUBDMSION above, in all correspondence with the agency. TROY DEVELOPMENT CORP LOT 25 LINDSAY RD FOR: OBJECT TYPE: POWTS - NEW MOUND SYSTEM REGULATED OBJECT ID NO.: 477852 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. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 06/25/1999 ` FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 Vero Wa' ewater S ialist BALANCE DUE $ 0.00 Field Operations Bureau (715)726 -2544 Voice (715)726 -2549 Fax WiSMART code: 7633 lj ansky @commerce. state.wi.us r l a 0 U ' Safety and Buildings 2226 ROSE ST LA CROSSE WI 54603 -1905 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary July 14, 1999 CUST ID No. 273085 ATTN.• POWTS INSPECTOR CALVIN POWERS ZONING OFFICE POWERS EXCAVATING INC ST CROIX COUNTY SPIA 1969 185TH AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 07/14/2001 Identification Numbers Transaction ID No. 234496 SITE: ST CROIX COUNTY, TOWN OF TROY Site ID No. 175847 SW 1/4, NW 1/4, S19, T28N, R19W Please refer to both identification numbers, LOT 25, TROY VILLAGE SUBDMSION above, in all correspondence with the agency. TROY DEVELOPMENT CORP LOT 25 LINDSAY RD FOR: OBJECT TYPE: POWTS - NEW MOUND SYSTEM REGULATED OBJECT ID NO.: 477852 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. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 06/25/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 VeroyG.tLky, W ' ewater S ialist BALANCE DUE $ 0.00 Field Operations Bureau (715)726 -2544 Voice (715)726 -2549 Fax WiSMART code: 7633 Ij amk @commerce. state.wi.us APPLICATION FOR REVIEW T *isconsin - Complete all pages POW I S Department of Commerce Safety & Buildings Divisiorl This page may be utilized for fax appointment requests Bureau of Integrated Services Complete and indicate date plans will be in our office i NOTE: Personal information you provide may be used for secondary Complete for confirmed appointments": purposes (Privacy Law a.15.o4(t)(m)). Not available for POWTS at this time. A. Private Sewage Submittal 2. Type of Submittal• System Type XNew Transaction ID: ( ) Groundwater Monitoring )Replacement Previous Related Trans. ID: ( Site Evaluation (' POWTS System ( ) Petition (attach form SBD -9890) Appointment Date ": ( ) At Grade ( ) Experimental Review Assigned Reviewer:. ( ) Holding Tank ( ) Engineered System ( ) Nonpressureized In- Assigned Office: Ground- conventional "Plans must be received in the office of the appointment no later than ( ) Pressurized In- 2 working days before the confirmed apeo intment. Ground 3. Project Site Information - Fill in all known information. ( Mound Site Number ( ) erobic System ( ) Sand Filter Number & Street: 4 l0� ( ) Constructed Wetland Legal Description: W T ( ) Other: County St Ci Village Town of Gallons per bay: 1,10 Facility Name: (individual and /or business name of project) Building Type (chec oney I ( Dwelling, 1 or 2 family 'Q ( Public Building Facili Address: (prof ct address) Zip Code ( ) State -owned Building 4 - nR. 1'k 0 SS30 4. After plans are reviewed, please: (check all that apply) _ Call when completed. Mail plans to custom402, 3, 4 Requesting party will pick up Circle customer number from below. Other: 5. Complete the following designer/owner /requesting information. Utilize the check boxes when designer, owner or requesting party is the same to avoid repeating information. ,Deli d0r,11rif 6,rWati fi t .. ;,:., Reftuestir Pd grid CustomerR )`" �Ai s,W .: . t � ""`" �',, :iffdiffer�i5t;thandesi ( .'� •' ,� First Name Last Name Customer Number First Name Last Name Customer Number c Coffny Name Company Name F E K CQ'gcLN" Address r � � Address s t V City State Zip +4 (9digits) City i ,•EJdigits) -its Number (area code) Fax or Internet Phone Number (area code) Fax or Internet 1 s l Check others if applicable Check others if applicable ( ) Owner Payer ( )C Requesting part Owner ( ) Payer 0, Othe ,Fleag@* 06th ,(Customer A) First Name Last Name Customer Number First Name Last Name Customer Number O Company Name Company Name Address Address City State Zip +4 (9digits) City State Zip +4 (9digits) Phone Number (area code) Fax or Internet Phone Number (area code) Fax or Internet Check others if applicable Check others if applicable ( )Payer (' ) Payer ( ) Other MAKE CHECKS PAYABLE TO DEPT OF COMMERCE TOTAL AMOUNT DUE $ Attach check here Code 7633 ..:., ., ,,.. - Review , Ma SBD -10577 (R.10/98) PAGEOF MOUND SYSTEM FOR A AL BEDROOM RESIDENCE I LOCATED IN UIE S 1/4 OF THE 101/4 OF SECTION 912 N, R ftW, TOWN OF ' i o v COUNTY, WISCONSIN. INDEX PAGE IA OF 10 TITLE SHEET PAGE 1 OF 10 WORK SHEET PAGE 2 OF 10 , WORK SHEET PAGE 3 OF 10 WORKSHEET PAGE 4 OF 10 WORK SHEET PAGE 5 OF 10 PLOT PLAN PAGE 6 OF 10 PLANVIEW CROSS SECTION PAGE 7 OF 10 DISTRIBUTION PIPE LAYOUT PAGE 8 OF 10. CROSS SECTON OF TANKS & MOUND PAGE 9 OF 10 PUNT CHAMBER PAGE 10 OF 10 PUMP PERFORMANCE CURVE PREPARED FOR P.O.W.T.S. p,��.Q,�o C.m,p Conditionally J � ,a eQV -J %- . aa�APPROVED ` YVl S S3 DIV S O SSAFETY ANO BU COMMERCE DINJ" PREPARED BY P=.=fr C. S COR SPOND CE 1969 185th AVE � NEW RICHMOND, WI 54017 - tic 715- 246 -5135 v 234496 R f ` ET - , '0UPD S S T )FS' GN stc: C ; 11) 0 B L Eil : Uesign a mound system fora~ The site characteristics are: Depth to groundwater or- bedro� 5 in. Landslope ---- Percolation rate n. Distance from dose chamber to distribution system _,.�?� fit• Elevation difference between Dump and distribution system g ft. Step 1. WASTEWATER LOAD gal Step 2. SIZE THE ABSORPTION AREA A) Area required - &OD 1 y ��?hcje-+,� sq. ft. B) Bed or trench 1 ength (B) _ /oo f t. C) Bed or trench width (A) a S ' _.5,:_ ft. D) Trench spacing .(C) 1 Wastewa er load .24 coal /f!: /day B ft. trF rc ems Step 3. MOUND HEIGHT A) Fill depth (D) a ft. B) Fill depth (E) - D + slope (Aj"F _ ft. C) Bed or trench depth (F) ,S3 i t. D) Cap and topsoil depth (G):= ft. E) Cap and topsoil depth (H) s �''s ft. .J. f %S1. �a0 -; Co L51f1 Y�a.. { 1 i St;p 4. MOUND LENGTH T � A) End slope (K) _ C D + E F + H x 3 = / e�_ ft. B) Total mound Ien t`Fi L R B+ 2(K) r 1,2 �aD Step 5. MOUND WIDTH q Al) Upslope correction factor A2) Upslope width (J) n D + F + G)(3)(factor) a ft. / , - t ,9,? , 4 7, S-5 B'i) Downslope correction factor \ t 62) Oownslop�. width (I) {E + F + G)(3)(facta ; ft. 0. , t- /) 3 x Cl) Total mound width (W) for bed = J + A + I _ ft. +iey = a�- C2) Total mound width (W) for trenches = j + � + (no. trenches -1)(c) + A + I = ft. Step 6. BASAL AREA A) Infiltrative capacity of natural soil = � gal. /ft /day B) Basal area required = wastewater flow natural soil infiltrative. capacity sq. ft. C1) Basal area available for bed for sloping sites = B x (A + I) _ —' sq. ft. C2) Bas are avail le for trench for sloping sites = B W �J + A . sq. ft. + /17, 9 C3) Basal area available for trench or bed for level sites a B x W = sq. ft. Licanse 1"U: • •�� {c � i� t V �- C � � v��� + tt y� �- ti Step 7. DISTRIBUTIC'�r SYSTEM - T'rc ,urrs• 11`1�� - ��' 7A) SIZE DISTRIBUTION SYSTEM 1) Hole size = in. 2) Hole spacing -3& in. 3) Distribution pipe length 4/7 4• 4) Distribution pipe diameter a �-? in. 5) Spacing between distribution pipes = O in. 6) Distance from sidewall to distribution pipe in. 1B) DISTRIBUTION PIPE DISCHARGE RATE �_ ft. 1) Number of holes per pipe = . 2) Flow per pipe GPM 7C) SIZE MANIFOLD 1) Manifold is � central/ end 2) Manifold length a ft. 3) Number of distribution lines a 4) Manifold diameter -- in 7D) SIZE FORCE MAIN 1) Minimum dosing rate GPM 2) Force main diameter a. ,�__ in. 3) Friction loss �Q x � �$� .� ft. ?E) TOTAL, DYNAMIC HEAD 1) Vertical lift = ft. 2) Friction loss = ?_� ft. 3 System head 2 f = �� S ft. y .5 t. . / o 99 4) Total dynamic head a , ft. L'icer�e:_. _..� 7F) PUMP SELECTION 1) Pump selected will discharge GPM at ft. total dynamic head. 2) Pump model and manufacturer C2 0 eo -2Z 3 � 7G) DOSE VOLUME 1) 10 times void volume of distribution lines �� gal. /cycle 2) Daily wastewater volume . 4 doses /24 hrs. 1 .50 gal. /cycle 3) Minimum dose volume gal. /cycle 7H) DOSE CHAMBER 1) Minimum capacity required gal, i Licc:n;:, iz: _ r f � � 0-.'" aa TA `o? /7Sa Cc�. bo wdesy r � b rn UAIV% � 5 Xtem - E 8 75 -7 a� 7 0 ti l �� � �' Ga► *qo 3« � as � aa© C c)l cc a��%, CQ�s:. V dam Page -& -- Straw, Marsh Hay, • Synthetic Covering X 71-t Distribution Pipe Medium Sand Top�ll --' °!o Slope ' Bed Of 2�- 2 %2 (Force Main ' Plowed Aggregate • Layer .D Ft. Cross Section Of A Mound System Using. E a Ft. 'A Bed For The Absorption Areo F .83 Ft. G Ft. A L Ft. It Ft. .fined; B 6 -0 Ft. cerise Number: K 1,03 Ft. te: L/20, Ft. 7 Ft. ,. .. Position Ft. of w �_ Ft. Force Main -" .L d Observation Pipe —, 1 � - A 1' -_ Distribution Bed Of 2 M-- 2 ' 2 M Pipe Aggregate Observation Pipe Perinonent Morkers Plan View Of Mound Using A Bed For The Absorption Arco l S a l - Ira P 7 i Perforated Pipe Detoll • End View End Cop Perforated otio�x•�r. PVC Pipe Nolet Located On 901e0rn, t Me Egyopy Spoced E r � `A � Lott Noti 'Shoul'Q Next To End Cop Diclributio6 Pipe Layout P �• 1 Ft. R v S X 3 Inches Y 30 Inches Signed: Flak Diameter Inch License slumber: Lateral Date: Mani fol d " Inch-.:-. 9 -` Force Main " -3 InCh;j; N of holes /pipe Invert Elevation of Laterals Ft. g, .F-- S EPTIC PUMP CRAMBE CROSS SECTION AND SPECI��z:AT1yNS n to 01�i G 4 Cl VENT PIPE 12" MIN. ABOVE GRADE 6 W EATHER PROOF "" >_ 25' TROM,DOOR, WINDOW. OR JUNCTION BOX APPROVED' FRESH AIR If1TAKE. WITH CONDUIT MANHOLE COVER FINISHED GRADE 4" Cl RISER W/ PADLOCK 6 6" MIN. WARNING LABEL ABOVE GRADE 4" MIN. 18" VI N. 6" MAX. I I4LET i� WATER TIGHT SEALS GAS - TIGHT. rNBAFFLE A SEAL I PPROVED :1 PIPE ALM JOINTS W/ CI ONTO B ' ON PIPE 3' ONTO SOLID �— i , SOLID SOIL C ic�t RISER EXIT SOIL PUMP OFF ELEV. �FT. �• - -�-- � r OAF D PERMITTED ONLY IF. TANK . MANUFACTURER HAS APPROVAL 3 APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: NUMBER 'DOSES PER DAY: TAN SIZES SEPTIC /ZSV GAL. DOSE VOLUME INCLUDING DOSE 5X , GAL. FLOWBACK: GAL. ' ALARM MANUFACTURER: g S Al_ CAPACITIES: A = 30, INCHES = , GAL. MODEL NUMBER: fi Q a j� � GAL. SWITCH TYPE: /�, B = 2 INCHES = PUMP MANUFACTURER: C = 420t. INCHES = /fib. GAL• MODEL NUMBER: L E Z L.. S t-J,� 2 SWITCH TYPE: �oarC D = INCHES = SSA GAL. tEQUIRED DISCHARGE RATE GPM PUMP 6 ALARM WIRING AS PER ILHR WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE PEET + MINIMUM NETWORK SUPPLY PRESSURE . . . . 1 2.5 FEET + _ __faD FEET FORCEMAIN X al_ FT /100 FT. FRICTION FACTOR . 0#9 FEET T.OTAL DYNAMIC HEAD /olff FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH; WIDTH �Z ; DIAMETER LIQUID DEPTH Alfl- �1GNED: LICENSE NUMBER: DATE: i i n r G/ l Jtv81C{D�Y�Q ✓l� L27r�n �0. DC( tRds Submersible «� nt Pump Ele � ff u . p '"Vol 3885 APPLICATIONS • Overload protection must smooth operation. Silicon can be operated continuously Specifically designed for the be provided in starter unit; bronze impeller available as without damage. following uses: • Shaft: threaded, 400 series an option. 0 Bearings: Upper and • Homes stainless steel. ■ Casing: Cast iron volute lower heavy duty ball bearing Farms • Bearings: ball bearings type for maximum efficiency. construction. upper and lower. 2" NPT discharge adaptable • Trailer courts ■Power Cable: Severe du ty • Power cord: 20 foot for slide rails stems. • Motels standard length (optional systems. oil and water resistant. • Schools lengths available) m Mechanical Seal: SILICON Epoxy seal on motor end . • Hospitals CARBIDE VS. SILICON provides secondary moisture Single phase: • Industry CARBIDE sealing faces. barrier in case of outer jacket •' /a and' /z HP -16/3 SJTO • Effluent systems Stainless steel metal parts, damage and to prevent oil with 115 V or 230 V three BUNA -N elastomers. wicking. prong plug. SPECIFICATIONS • 3 /4 -1 %z HP -14/3 STO with m Shalt: Corrosion - resistant ■ 0 -ring: Assures positive Pump bare leads. stainless steel. Threaded sealing against contaminants • Solids handling capabilities: Three phase: design. Locknut on three and oil leakage. '/4" maximum. •'' /2 -1'h HP -14/4 STO phase models to guard • Discharge size: 2" NPT. with bare leads. On CSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. listed models - 20 foot on accidental reverse rotation. • Total heads: up to 123 feet length SJTW and STW ■ Motor: Fully submerged in SP Canadian Standards Association TDH. are standard. high-grade turbine oil for • Mechanical seal: silicon lubrication and efficient heat UL Underwriters Laboratories carbide -rotary seat/silicon FEATURES transfer. carbide - stationary seat, 300 m impeller: Cast iron, semi- ■ Designed for Continuous series stainless steel metal Operation: Pump ratings are open, non -clog with pump - parts, BUNA -N elastomers. out vanes for mechanical seal within the motor manufacturer's • Temperature: protection. Balanced for recommended working limits, 104 °F (40 °C) continuous 1401(60 °C) intermittent. METERS FEET • Fasteners: 300 series 90 ._..... ' .._...._ _ _ -- - -_. _ - -._ _..� r._ _ - -- —_- _ - -- -.- _ - - -- SERIES: stainless steel. SIZE:' SOLI • /� SOLIDS • Capable of running dry 25 a0 wE1 RPM: VARIOUS without damage to _.,...._...___._�___._.. .- ..._ -. -- ...... - components. 70 E H ly 5Fr 20 --,-- Motor - - - -- - 60 - tu Single phase: _ wEO ..... ... ..... ._. _ -i _ - - - - -_. ..... _....._..._._.....- - -..... - -. - - -- _.._._. • % HP, 115 V, 200 V, 230 V, 15- 50 60 Hz, 1750 RPM; 1 /2 HP, z - - - - - - �- 115 V, 60 Hz, 3500 RPM; 0 40 W E 0 M '/ HP -1'/z HP, 230 V, a -' - - _ - - -- - 60 Hz, 3500 RPM. ° t0 . 30 • Built -in overload with O 20 WE3L automatic reset. • Class B insulation. 5 _..._...__ -. i Three phase: t0 •' /z HP -1'/z HP 200/230/ o o ! _ _ - - 460 V, 60 Hz, 3500 RPM. 0 10 20 30 jo 50 60 70 60 90 100 110 120 130GPM • Class B insulation. ` 1 3m 0 10 20 30 m CAPACITY Effective May. 1995 (� 1995 Goulds Pumps 83885 w - edosm 040ira —t oi' „ oustry. SOIL AND SITE E V A L U A i I C N REPORT Page I of _ 1 Later arid,Human Rouuons 0;,,,swn or Sal” a SWO093 in accord with I LHR 83.05. Wis. Adm. Code COUNT ! ST. CROIX Attach complete site plan on paper not less than 8 12 x 11 inches in size. Phan must include, but PAACELl.O. a not limited to vertical and horizontal retarence point (13M), direction and Ye of slope, scale or dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION — ?LEASE PRINT ALL INFORMATION RE111E1NE08Y OATS pROPSM OWNER: PROPeM LOCATION E 1/ 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB RUEHHELE GOVT. Lt7T 114W 1 / 2S 19T 29 NR 18 - 644" W pROPEM OWNEFr:S MMUNG AOORESS L T -Sty ft 0 SU80. NAME OR CSM 8 260 COUNTY ROAD F TROY VILLAGE GTY, STATE IJP CODE PHONE NUMBER OCITY ILLAGE QrOWN NEAREST ROAO HUDSON W 54016 (7 15)386 - 2902 ITROY I L1tj1;54 20AtD New Construc= Use (X I Residential I Number of bedrooms 4 ( J Addition to existing building 9 t 1 Reptacernent ( 1 Public or commeraat dewibe I Code derived daily flow 600 9Pd Recommended design loading rate DA ¢ bed, gWt ranch, gpM1 Absorption area required bed. ftZ $"oD trench. It Maxitnum design loading rate O• S bed. g0111 L trench, gpoltt Recommended infiltration surface eievabon(s) BY DESIGNER K (as referred to-site plan benchmark) Additional design I site considerations S1 it/oT�S ew P� G '�5 Parent material Flood plain elevation. if applicable N/A It S . Suitable f or system =4vemoNAL MMNO I IN-GROUNO PRESSURE AT -GAAOE SYSTEM IN FK.L HING TANK U- Unsuitable lot system 1 L2 S ZU I us o U 1 0 S BrU I Q S ZU I CI S Iry l OLD o S ($U SOIL OESCRIPTION REPORT Depth Dominant Color fubttfes Texture Sere I GP D/tt Horizon i n. Munsell Boring Al 10 -26 110YR 4/3 I - -- is 1 2msbk 1 mvfr as 1 lvf 1 0.7 0.8 ;561 ' A 1 26- 50110YR 3/2 1 - -- 1 sil 1 2m —csbk 1 mfr I cw 1 lvf 1 0.5 . 0.6 B1 150-671 10YR 4/2 1 - -- sl 1 2msbk mfr l gw lvf 10.5 0.6 Ground 4 fey. B2 1 67-77110YR 5/6 I - -- sil 1 2mabk I mfr 1 - -- lvf 0.5 0.6. 8 Geom to I limiting 1 1 i Remarks: Boring Al 0 -17 lOYR 4/3 I - -- sl 2msbk mfr 1 as lvf 10.5 *0.6 ; E A2 17 -34 lOYR 3/2 - -- sil 2m —csbk mfr lvf 0.5 0.6 562 gw B1 34 -50 10YR 4/2 - -- sicl 2mabk mfr cw lvf 0.4 0.5 Ground f: , !. B2 50 -58 1OYR 4/2 flf, SYR 5/8 sicl 2mabk mfr cw lvf - -- - -- 3 C1 58 -63 10YR 5/6 - -- s Osg ml as lvf - -- -- Dem to limiting C2 63 -72 10YR 5/6 c1d 10YR 3/4 s Osg ml I - -- 1vf cxx - -- I - -- ta I 1 1 I 50" l Remarks: T NsmC- Plea" Print ,IAIES b. FIL m Pnon.c (715) 425 - 7631 OG0e4 ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS. WI 54022 Sr9 Oats: ��� 97 CST Nut row. CSTM03968 PROPERTY WNEA _ SOIL OESCRIPTIO's4 RFP%38T Page X 01 3 i Oeptn OomtnantColor I MOMOS (Texture I Structure ICor�ssaencej ,Room GPOiftl- 3onng #. Honzonl in. Munseu Qa. S,L Cara. Color I Gr. Sz. Sh. t I Sea ;Trerrn A 0 -37 lOYR 3/2 - -- sl 12msbk mfr w �vf -E 0 10 6 313 �a B1 37 -61 IOYR 4/6 I - -- Cl 2m -cabk � fi I w lvf 0.410.5 Ground B2 61 -81 10YR 5/6 - -- sil 2m -csbk f' I elev. I l OYR 6/3+ I 1 5.6 - ft. B3 81 -90 I 10YR 5/6 m3 7. csbk fi F -- lvf - -- --- OtMM to ( I I I Ticrt�rg I . far�7r�� t�� 11 Remains: Boring I I I I I Ground I 1 I I I efev. ft. I I I I 0eom to tinviing Remarks: Boring i I I l Ground e1ev. tt. I I 1 i t Oeom to I I lirwriq factor I I I I 1 1 Remarks: Boring # I I I Ground I eWv. it a I I tit I Remarks: SZO(fi.Ot3l�Zt ' PAGE 3OF3 SITE PLAN O 1� DoT zs h � I• G T z SCALE: 1 It = 40• LiOTES p E&OVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM 6's g�NG'HiN�/2,C� �OP o, Or BED AND E. MINI GROUND. A MINI � �,?GN P�Pe aGev = g 7 � MOUND TO BE A MUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAMES VFC04S. CSTM03988 Civil Engineers & Land Surveyors / 113 V.. Walnut St. River Falls. WI 54022 DATE: ���! �� (715) 425 -7631 Wisc onsi�oepartrr+wntotsndu SOIL AND SITE EVALUATION REPORT Page �of_I tabor and Human Reiauons Oiwsion of 3 ewldngs in accord with ILHR 83.05. Wis Adm. Cade COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but . CROIX not limited to vertical and horizontal reference point (8M), direction and % of slope, sole or PA RCEL I.O. n dimensioned, north arrow, and location and distance to nearest ro APPLICANT INFORMATION- PLEASE PRINT ALL (�� W S� REVIEWED BY DATE P ROPERTY OWNER. PRd LOcATtON E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB RU REeF� OVT. 1/4W 1/2S 19T 29 NR 19 -64" W PROPERTY OWNER :S MAIUNG ADDRESS LQT tt SM. NAME OR CSM to 260 COUNTY ROAD F '�� 1:� 15 TROY VILLAGE GTY, STATE TJP CODE P E14JMBER ST CROI CI; LLAGE OWN NEAREST ROAD HUDSON W 54016 (71 - " TRO LmZwy 120 (7 dd New Conswclion Use (R } Residentisi I Number s ( } Addition to existing building j ] Replacement ( j Public or commercial des Code derived daily flow 600 gpd Recommended design loading rate D. 4 bed. gpd1ft — trehCh. gpdM Absorption area required ao bed. ft Soo trench. ft MaMMUM design loading rate Q• L bed. 9Pdift D G trench. gp0 Recommended infilftot surface elevations) BY DESIGNER ft (as referred to site plan benchmark) Additional design I site considerations A/oTeS OW P 3 Parent material Rood plain elevation, if applicable N/A ft S - Suitable for System ` CONVENTIONAL MOUND IN.GROUNO PRESSURE AT -GRADE G SYSTEM IN FILL HOLDING TANK U= Unstutable for system 1 a S WU I WS C] U I C3 9U 0S o U I ❑ S w I❑ S NU SOIL DESCRIPTION REPORT l Hionzon Depth I Dominant Color MOMS Texture Sere Cartsistencs 8 Roots GPD /tt in Munsail OIL q7- Cont Color Gr Ri Rh. Boring At Al 0 -26 I lOYR 4/3 I - -- is 2msbk (mvfr j as lvf 10.7 0.8 ?561:` A2 26- 50I10YR 3/2 - -- I sil 2m -csbk mfr I cw lvf 0.5 0.6 B1 I50- 67I10YR 4/2 I - -- sl 1 2msbk mfr . gw lvf 0.5 0.6 Ground elev. B2 1 67-771 10YR 5/6 I - -- sil 2mabk mfr I - -- lvf 0.5 0.6 8 3.7 11. Oep limiti ng Remarks: Boring # Al 0 -17 10YR 4/3 I - -- sl 2msbk mfr as lvf 10.5 A.6 <;562 ilj A2 17 -34 10YR 3/2 - -- sil 2m -csbk mfr gw lvf 0.5 0.6 B1 34 -50 10YR 4/2 - -- sicl 2mabk mfr cw lvf 0.4 0.5 Ground elev. B2 50 -58 10YR 4/2 flf 5YR 5/8 sicl 2mabk mfr cw lvf - -- - -- 8 C1 58 -63 10YR 5/6 - -- s Osg ml as lvf - -- - -- Oepfh to limiting C2 63 -72 10YR 5/6 cid 10YR 3/4 II s Osg m1 - -- lvf - -- - -- 5 Remadw. - FNwn-r—Asaii*Pnrrt jAMES 0 �NS P " (715) 425 -7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS. W1 54022 r. Oatr CST Nw CSTM03988 PiOPf:MOMER SOIL DESCRIPTION REPORT Page 2 of 3 PARCFI I.D. 9 Oeptn I DominantColor I Mottles (Texture I Structure ICor - nencel8o�rr�ylRoots GPD /ft Boring # Horizon+ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 Bea iTmrxn A 0 -37 110YR 3/2 --- Isl 12msbk lmfr lgw M -f 0.510.6 L 313 B1 1 37 -61 1 10YR 4/6 T - -- cl 2m -cabk fi w T vf 1 0.410.5 law llvf Ground B2 61 -81 10YR 5/6 - -- sil 2m -csbk Li e w. 10YR 6/3+ __ 875.6 ft. B3 81 -90 10YR 5/6 I m3 7. Y csbk fi lvf Depth to l u�9 I ., 1 Remarks: Boring # fi;4 I:S 1 Ground elev. ft. Depth to linung factor Remarks: Boring I I Ground elev. ft. Depth to limiting I factor Remarks: Boring # Ground etew. ft. Depth to li mrotg factor i Remarks: SHO�O(A.o6AZ1 PAGE 3 OF 3 • SITE PLAN z O Z.oT zS G o T z SCALE: 1" = 40' NOTES: ❑ PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. �RGN 1P11pC f AO GIs y '=97P, 9 7 MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. / OGDEN ENGINEERING CO. ,TA-ME". FILKINS, CSTM03988 Civil Engineers & Land Surveyors f /o 113 W. Walnut St. River Falls. WI 54022 DATE / / (715) 425 -7631 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer T7PY Q -�--U� �b �-}� - /G-i -1 Mailing Address 2 ( G ANT �.. ��r 4' i'w' o + bi- O W E PA �J 4- Property Address 3 9 1 - (Verification required from Plannini Department for new construction) City/State 4) b WT- Parcel Identification Number LEGAL DESCRIPTION / Property Location c5 V %4, N w %, Sec. Z 4 . T ZZ N -R w W, Town of Tp ---0 _ . Subdivision , Lot # �s . Certified Survey Map # . Volume . Page # Warranty Deed # 5JJ' (P . Volume �2� . Page # Spec house V.yes 0 no Lot lines identifiable X yes O no SYSTEM MAINTENANCE 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, journeymanpliimber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal 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 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 Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration da 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 property described above, by virtue of a warranty deed recorded in Register of Deeds Office. q S — - _&Z� 5 - 1111 l SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed w FAM i;ra■aaala air ire! it lu.w.�.w t� tee► MAY. 2 T i,�1 .. �: is � m Lmv Devdeea.eet ........� `�410.�'♦1 • illtrs�r�tusss . araalee. Witaetleth, Thu dte said Grantor, for i v gmk k mWdomtiun •uswoatttew�soroDe conveys to Gnntea du fowwb* described real erne is Sumb ram d� County. State of Wisconsin: Iwasn ldaslksel3rn 1'h101aQ Lots I through 43, Lots 47 tt do* 63 end Lots 64 tliromo 70 of ds Phi of Troy VIIIUs. 4: Croix County. Wisconsin and that Portion Or t AAA t Of the Plat of Troy Villge de ' id on gxhlbit A ittsaw Aeroto. and Outlom t ArA l to tla Phx of Troy Villge, Si. Cmk Caw7. Wimottsiit A p wan a(tM above her b/ poirrp -a- b awed pep w of b Greawt. John). Rs10arefe nr W - A bow"b (10)(8300 Tepiw -its M and sir /der de Nam aM #xww amm IMewY bsbesiag ' wrrwr 1111 rba ie. � � i•ra4gil18 ie Ua awrle Ord b aslsl8e of eegnl.wees esasOr . asettteets, Covenants, tsstrictkna and hig Wly riglsa afway of Sead eed wul wsnaK s4 l 6w ow scan oaNr �J erj of 10 t•u.� t •. Rubm A Rt=Ml •\ • N. lama* i ► i AUTHLN TICATION ACKNCWLCJ)GMEW spasms) iTATE Or W13C din , _ Gr will a tdheaticmw ibis of , I 9rL_ . c overer • + Personally cw0 before me this - , day of Tlll,B- NI?, 6*AF fATB BAR Of WISCONSIN ttf"L N"md by 3701010. wh. Sur.) to nice Ian - to be tin pam ww ssaaatadtbl ihssioir>i ION WAN smd adarowlar'tbe baste. TATS 4.'!!l lJ4A tN wAd OItArM aV Hs MMW a Cut s.G. Now-g- • _ MJ r..w.... Q1 O A_ az i]S N -__ ww .UOIG omy POb - - - N Colnity.lAfis. Swe10er• er be mftw d or ectaw u ft" iarr.w..3 My eaonnission is Pameene. (if wt mm wtpirada dstK ' law• d a . w +wMl►O.wwrwr..r.rrw..s� fBM � htw wosconstn Oepartmnnt of industry, SOIL AND SITE EVALUATION REPORT Page .1__. of 3_ tabor and Human Reiauons aivns,on of Safety s Buildings in accord with ILHR 83.05. Wis. Adm. Cade COUNiY Attach complete site plan on paper not less than 8 1/2 x t t inches in size. Plan must inciude, but ST. CROIX not limited to vertical and horizontal reference point (8M), direction and % of slope, scale or PARCEL 1.0. is dimensioned, north arrow, and location and :P4 icta n,ir� rq APPLICANT INFORMATION - PLEASE 1 INFO - RM'A 1 REVIEWED BY DATE PROPERTY OWNER: ry KE CE IV EO ROPERTY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOAN AND B RU L 1 OVT.LOT 1/4W 1 /2S 19T 29 NR 19 4«IW PROPERTY OWNER :S MAILING ADDRESS — 1 T :W11 t SU80. NAME OR CSM 8 260 COUNTY ROAD F 19 97 - 5 TROY VILLAGE CITY, STATE ZIP CO PHON - C1TY ILLAGE OWN NEAREST ROAD HUDSON W 5401 N 7 ROY Lf/jDbAy IZDAt7 New Construction Use PC J Residential lot bedrabits� `" f f Addition to existing building j l R@ptaf�emnent [ 1 Public or carom Code derived daily flow 600 gpd Recommended design loading rate ¢ bed, 9pdift —" trench, Wn Absorption area required � bed, tt2 Soli trench, 9 Maximum design loading rate Q y bed. 9Pd/ft Q ` trench Recommended infiltration suftw elevations) BY DESIGNER h (as referred to site plan benchmark) Additional design / site considerations S �1o7e5 D/V , P e 3 Parent material Flood plain elevation, if applicable N/A ft E S�- s t utabl@ f or system �� MOUND IN- GROUND PRESSURE AT -GRAOE SYSTFJA IN FILL HOLDING TANK unstutab►e for system I D$ I ti's p u f] O s 2'U I Q s flu SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Sere IConsistenc8 8ourrlary Roots GPO /ft i Boring X Al 0 -26 1 1 0 YR 4/3 I - -- is ( 2msbk I mvfr j as lvf 10.7 0.8 561 > A2 26 -501 10YR 3/2 - -- sil 1 2m -csbk mfr I cW lvf 10.5 0.6 B1 150-671 10YR 4/2 1 - -- sl 1 2msbk mfr 1. gw lvf 10.5 0.6 Ground elev. B2 67- 77110YR 5/6 I - -- sil 2msbk mfr ( - -- lvf 0.5 0.6 8 7 3.7 1t. I Depth to limiting I I 1 fa5y I I 1 Remarks: Boring # Al 0 -17 10YR 4/3 1 - -- sl 2msbk mfr as lvf 10.5 '0.6 - 9 A2 17 -34 10YR 3/2 1 - -- sil 2m -csbk mfr gw lvf 0.5 i0.6 B1 34 -50 lOYR 4/2 - -- sicl 2mabk mfr cW lvf 0.4 0.5 Ground elev. B2 50 -58 10YR 4/2 flf 5YR 5/8 I sicl 2mabk mfr cW 1vf I - -- - -- 8 C1 58 -63 10YR 5/6 - -- s Osg ml as lvf - -- - -- 000 to limiting C2 63 -72 lOYR 5/6 c1d 10YR 3/4 s Osg ml - -- lvf - -- - -- fac� 0„ Remarim ' FNo Pmt jA MES 0 �p� Phorw (715) 425 -7831 OGDE14 ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 Oatec 97 CST Ntnte.r CSTM03988 i �PROPEF"OWNER SOIL 0ESCAIPTi(3W R'E0y(t RT Page 2 of 3 PARCEL I.D. X y Depth IOoiminantCciicir y Moores I I Structure ` I Roots GPOitt Boring # Honzonl I Texture Gr. Sz. Sh. Consiis a ,ham Bea iTianri in, Munsell Ou. Sz. Cont. Caor A 0 -37 JLOYR 3/2 Isl 12msbk Imfr w M-fl 0.510.6 313 B1 37 -61 10YR 4/6 - -- cl 2m -cabk Mf i w lvf 1 0.410.5 Gmund B2 61 -81 10YR 5/6 - -- sil 2m -csbk Mfi 10YR lO 6/3+ __ � 875.6 ft. B3 81 -90 YR 5/6 m3 7. Y csbk fi lvf ___ ___ + DOM to GmOng t y Remarks: Banng 4 <, 4 Ground elev. ft. Oepttt to y li mrbng Remarks: Boring i � L Ground elew. II I I Depth to 1 firmeng I factor Remarks: Boring # Ground elev. R Oeptri M lirmtitlg tacoor F — T i Remarks: S8040MR.OMM x PAGE 3 OF 3 SITE PLAN z �0 �D oh X zs ❑ oil h a T z SCALE: 1 " = 4. 0' NOTES: ❑ PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. f A0 Gel = 970,1-77 MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; �/" SO' FROM WELL; S' FROM LOT LINE. / OGDEN ENGINEERING CO. JAMES FI KI S. CSTM03988 Civil Engineers & Land Surveyors A / 113 W. Walnut (� 5� 425 -7631 Falls, WI 54022 DATE: rI