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HomeMy WebLinkAbout040-1239-40-000 3 0 o p e» kr) ~c 5c cu M 0 G co L O C~ c 3 x N N cD ~ O o •3 Y I c oii m O ~ N U O N "O > I U ~ Z! O O) i c o N N Q Q c as o. c o Z C - LL. C N Q U _O (0 W 'a C O C O Q O 00.E E 3 L a~ Z r m W : O Z m 00 w a m N F- (n c p O N C U O Z d a w Y N Z d' ~ c O I fn F- N d N C • ~ -a O C Al O Q 'a 2 z z Z Z Q E z N Q _ N 16 N N N '0 O - C N Y ~ CD CD O > O A 0) . m w Y co C ai d O 3 0 0 C - c e a E ~p N N y~ co l !n d) V~ j E :3 U N N ~ar0 FL U) 0 0 O Z O O •N a a a p, c . g ~ (V N }Ia 7 O U) J CD (0 N U Y rn rn ° } 04 U) Irlyv O N O X" O O O r` W E N N C O O :5 Q n (D ~ IM _ Q) ~ y } p LO ° O N O n N C .N O _ C O E N CO 00 O ~L" O N ° (D C_ C_ n- O O O ~~i 0 C O ~G Y N N c0 M 30 c N N = 17 C~ 'a 00 6 N T N C (D LO ID I O Nc, S N N (6 U O N F- Z N O N U) O ~ r.i ~ E d ° L: a a • G~ Q. W V d C `~1 A L)C 0 ~v STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER ADDRESS SUBDIVISION / CSM#~ ~y~ra /~QLt'4 LOT # SECTION T N-R W, Town of_ % c o- ~J ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM i INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK: ~Cc 4'u L a -g l "--5- ALTERNATE BM: SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION ManufacturerLiquid Capacity: l Setback from: Well House 5- Other Pump: Manufacturer odel# Size a~.~c1 Float seperation Gallons/cycle: Alarm Location 14/01 ~ --le_- SOIL ABSORPTION SYSTEM Width: Length Number of trenches Distance & Direction to nearest prop. line: Setback from: well: House Other ELEVATIONS Building Sewer ST Inlet: ST outlet: PC inlet PC bottom Pump Off Header/Manifold Bottom of system Existing Grade Final grade DATE OF INSTALLATION: d PLUMBER ON JOB: ~A LICENSE NUMBER: INSPECTOR:- 3/93:jt : WiyconsIn Department of Industry, PRIVATE SEWAGE SYSTEM County: Labor and Human Relations INSPECTION REPORT Safety and Buildings Division ST. CROIX (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION 268540 Permit Holder's Name: ❑ City ❑ Village Town o : State Plan ID No.: NELSON, STEVE TROY CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: ryas' byo a39-yo TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Qp<3~ 'y v~ Dosing , /ooo f,11; Aeration Bldg. Sewer S~ OT' Holding St/1Wt Inlet 5, 85.ia' TANK SETBACK INFORMATION St/'t Outlet s,S~ f y,n / aTANK TO P / L WELL BLDG. Ai Intke ROAD Dt Inlet Septic NA Dt Bottom a• bo' /77, 9-1' Dosing , p. y 15 • ~2, cS NA Header / Man. Aeration NA Dist. Pipe 3,aa' ~~ia Holding Bot. System 3,9y' qG , y~ 3 q PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand 1)_A1 Zze," Model Number 14~ / x ' GPM TDH Lift ~Q( Friction y4.1 System ,A TDH,2 Ft oss mead Forcemain Length,/ Dia. Dist. To Well >S 0 SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT t Pits Inside Dia. squid Depth DIMENSIONS ~W/ 1A If ~ DIMENSION Man SETBACK urer. SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING INFORMATION Type of CHAMBE Moe er: z System: /7yG ~o25i >50 ' OR DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. L Length /D6 Dia. Spacing {vim ~y SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of 1 5e ded /Sedded xx Mulched Yes Q No ' Yes ❑ No Deg /Trench Center Bed /Trench Edges la-/ f Topsoil xx COMMENTS: (Include code discrepancies, persons present, etc.) LOCATTION: Tr 28.19W, SE, SE e /'f2 Q 3/~ ,Gf'iC•~ 6csX~ e_.?~ju;J ~i~Tr l`r ( 1,3 Plan revision required? ❑ Yes eNo d Use other side for additional information. SBD-6710 (R 05/91) Date 4-inspector's Signature Cert No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: i t~ii` ltrs Bureau o tBuilding WaterlSystems ~,■`~i■~ SANITARY PERMIT APPLICATION 201 E. Washington Ave. In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Madison, W1 53707-7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 112 x 11 inches in size. - d / 0 See reverse side for instructions for completing this application State Sanitary Permit Number The information you provide may be used by other government agency programs E] Check 1f?,e iision to previous application [Privacy Law, s. 15.04 (1) (m)). Staten I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INFORMATION Property Owner Name Property Location S' 1/40, 114, S a/ T a , N, R If E (or)49 Property Owner's Mailing Address i Lot Number Block Number d so IS D.~ Z_/ Cit , State Zip Code T(PI o ne Number Subdivision ame or CSM Number Z✓ , 4/O IT ) e _ '9 Iv I. Y E F BUILDING: (check one) ❑ State Owned cit( Nearest Road Public 1 or 2 Family Dwelling - No. of bedrooms j Town OF LYD C k "_57-,nr dos E] Vilae III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax..-...--.,-, 1 ❑ Apartment/ Condo O YO / A 3 ( -/7 D 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. XNew 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of S. ❑ Repair of an ______System System Tank Only______________ Existing System Existing System - 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 MMound 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 VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min./inch) S-Q $Q~ S' car 9(i Elevation l 70 Feet Feet TANK Capacity Site VII. NFORMATION in gallonTotal # of 's Name Prefab. Con- Steel Fiber- Plastic Exper. New Existin Gallons Tanks Manufacturer concrete structed glass App. Tanks Tanks Septic Tank or Holding Tank /4i61 / 14 LK ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber ix, ❑ ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT [,the undersigned, assume responsibility for installation of the onsite se age system shown on the attached plans. Plumber's Name: (Print) Plumber's Signature: (No Stamps) MP PRSW No.: Business Phone Number: Id ZY1, sc s, 3 - 7! S - 3~G - 3!'a C Plumber's Address (Street, City, State, Zip Co e): 1,6 Via IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved s itary Permit Fee (Includes Groundwater li',6 ssue Issuing Agent Si na re (No Stamps) 1X Approved E] Owner Given initial surcharge Fee) Adverse Determination X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL: SBD-6398 (R. 05/94) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS ' r1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit maybe renewed before the expiration date, and at a time of renewal any ne,r. criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD-6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608-266-3815. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, recur nection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7- VII. Tank information. Fill in the capacity of every new/or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement.. Installing plumber is to fill in name, license number with appropriate prafix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks,- distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. UUMCHT & ASSOCIATES CO. 655 O'Neil Road - Hudson, WI 54016 Reg. Designers of Engineering Systems 715-386-8185 Private Sewage Consultarts PROJECT INDEX DIL.HR Plan I.D. # S96-01717 Date June 7, 1996 Owner Steve Nelson Phone 715-749-3559 Address 410 So. Division, #2, Roberts, Wis. 54023 Legal Description Lot 1f, Country Oaks, 1st Addition Subdiv3.sion. SE 1/4, SE 1/4, Sec. 21, T28N, R19W Town of Troy County St. Croix C.S.T. Robert Ulbricht CSTM2482 Installer Local Authority/ Supervision St. Croix County Zoning Dept. PROJECT DESCRIPTION New construction, for a proposed 4 bedroom home with office (potential 5th bedroom as determined by St. Croix Zoning Dept. 5-30-96 Estimated daily wasteflow: 750 gals. System will be designed for a 5 bedroom home. Soils are permiable in the upper 121, (.5GPD/ft2) but seasonally saturated beneath at 30" . Limestone dolomite occurs beneath this first soil restriction. A very lonct narrow mound system using 12" of sand is proposed, The precast 1450 gal. septic tank ( Midwestern Precast Inc.) shall be provided with a Zabel state approved filter to provide the most clarified pretreatment and protection of the system. It was the recommendation of James Th&mpson, Asst. Zoning Adm. St. Croix County, that the installer not only carefully deep-chisel plow the site, but that the installer also plow the area immediately uphill of the mound. As noted, this area has been disturbed to vapy,, g:,de ~,y ,e6~aavating dozers. Re-charging the soil structure up may" ~n-hance the topsoil to accept natura]e tim"P , etc. uphill of the mound. AMT. OF lNDUMY, LAKM A HUMAN RELAYMS a~«au~~nnurupi 400 OF ISAFETY AND BUILDMOS `~~~~``•v CO NS % P9.1 PLOT PLAN VIEWS son= ~EE ' i ROBERT IL Pg.2 SYSTEM CROSS SECTIONS & SYSrER- ENCE s ULBBRW _t Pg. 3 PIPE LATERAL LAYOUT d `~...........~°'4 Pg.4 DOSING CHAMBER CROSS SECTION ~ I wA RECEI tM16% Pg•5 PUMP PERFORMANCE SPECS r AMC - N , • r . , Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM Safety and Buildings Division Labor and Human Relations REVIEW APPLICATION Bureau of Building Water Systems Hayward Office La Crosse Office Madison Office Shawano Office Waukesha Office 209 W 1 st Street 2226 Rose Street 201 E. Washington Ave. 1053A E. Green Day Street 401 Pilot Court, Suite C Rt 8, Pox 8072 LaCrosse, WI 54603 P.O. Box 7969 P.O. Box 434 Waukesha, WI 53188 Hayward, WI 54843 Phone (608) 785-9334 Madison, WI 53707 Shawano, WI 54166 Phone (414) 548-8606 Phone(715)634-4804 Fax(608)785-9330 Phone(608)267-5119 Phone(715)524-3616 Fax(414)548-8614 Fax (715) 634-5150 Fax (608) 267-0592 Fax (115) 524-3633 INSTRUCTIONS: To save time, schedule your review with one of the offices listed above prior to submittal. Fill in all applicable data and submit this form together with fees and planslnformation. Your submittal must be received at least one working day prior to the appointment at the office where your review was scheduled. Please call any of the listed offices if you need help filling out the form or have questions on what information to submit. PLEASE PRINT VERY CLEARLY. A sample of a completed form is on the reverse side for your reference. 1. APPOINTMENT INFORMATION -if ou have scheduled an appointment, fill in the information requested below to save time: ~Iq oh,tmcnt hate Reviewer Name Plan Identification Number "7- Go "30 ~ Sim Gtu~,vGi -61712. PROJECT INFORMATION If this review is a revi0nn or extension to your existing plan identification number, provide that number here. Project Name City []Village L'Town of: County r poject Location S r SE ~y 5 T ~0/ 3x GOVT. LOT 114 1/4.S T Z~ N ,R E or 3. APPLICATION FOR 4. FEE COMPUTATIONS FEE SUBMITTED System Type (check one): System Type r (include new and existing tanks) A At-Grade Up To 1,500 gallon septic tank S110.00 1,501 - 2,500 gallon septic tank $120.00 / Z D , Da H Holding Tank • 2,501 - 5,000 gallon septic tank S1160.00 M lMound 5,001 - 9,000 gallon septic tank S200.00 N Non-Pressurized In-Ground (Conventlonal) 9,001 -15,000 gallon septic tank $300.00 P Pressurized In-Ground Over 15,000 gallon septic tank $500.00 O Other: Up To 1,000 gallon dose chamber S 70.00 1,001 - 2,000 gallon dose chamber S 80.00 . Building Type (check one): 2,001 - 4,000 gallon dose chamber $100.00 4,001 - 8,000 gallon dose chamber $120.00 D rEfDwelling, 1 or f Family • • 8,001 -12,000 gallon dose chamber . • $140.00 P Public Building Over 12,000 gallon dose chamber $160.00 S ❑ State-Owned Building Up To 5,000 gallon holding tank S 60.00 7Lf 5,001 -10,000 gallon holding tank $100.00 Code Derived Daily Flow gpd Over 10,000 gallon holding tank . $150.00 Check If Replacing Existing System Experimental System (additional one time fee) $300.00 Revisions To Approved Plan ! S 60.00 Petition For Variance: Setback $100.00 Petition For Variance Site Evaluation $225.00 Plumbing $225.00 Revision $ 75.00 Groundwater Monitoring Groundwater Monitoring - Per Site . S 60.00 (other than a proposed subdivision) Site Evaluation in Lieu of Groundwater Monitoring Site Evaluation in Lieu of Groundwater Monitoring S 60.00 Subtotal: Z Priority Review: Enter same amount as Subtotal: AV MAKE ALL CHECKS PAYABLE TO: SAFETY AND BUILDINGS DIVISION Total Fee: 2-00 5. SUBMITTING PARTY INFORMATION Telephone No. (include area code & extension) F mpany Name (71,5) ? ~1- - P 105 / SsO Conta/c~t Person ,Q No. & Sttreect 'Address Or P.0. Box 7---->,4 ~PO~~ r (r S S O , 've/ G city. TvDS0 A-,) State. 6V/S S t Aerobic or prepackaged treatment system fees are calculated based on equivalent size septic tanks and dose chambers. 7 Revision fees are not applicable to temporary holding tanks or extensions to existing approvals. NOTE: Fees are pursuant to Wis. Adm. Code. Chapter ILHR 2, and are subject to change annually. S13D-6748 (R 03/93) OVER I SAFETY & BUILDINGS DIVISION 201 E. Washington Avenue P.O. Box 7969 Madison, Wisconsin 63707 State of Wisconsin Department of Industry, Labor and Human Relations June 7, 1996 201 East Washington Avenue -P. 0. Box 7969 ~ Madison WI 53707 - ULBRICHT & ASSOCIATES ROBERT ULBRICHT 655 O'NEILL ROAD HUDSON WI 54016 RE: PLAN S96-01717 FEE RECEIVED: 200.00 NELSON, STEVE SE,SE,21,28,19W TOWN OF TROY COUNTY OF ST CROIX MOUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the-system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Si rely, t James Quinlan Plan Reviewer Section of Private Sewage (608) 266-3937 Q n; 0 SBD-8928 (R. 01/91) o ~ I Nk i o ~ o 40m. ~ ~ o ees DAM dc=b 49000 \ \ 4910 L vb sue;- 7 O O f r -1 S4 Lo 0 CROSS SEGTIOQ of MouoD wi rte 13ED Bev aF j " ro z` A13 ec-5ATE- 'Di StR45uTi o,V ~N G-- Gr , rNi cka Es s pip or T°P soi L s ysrEM E~EVArio~1 V"i FORM -ro E +u H 1`'~ , y5 E F j RATIO Mao. - ~ 8 • • • ' ~9 PI e w E o T o p S a 1 u&3FORM L % 51 opE FORCE- NAB E 1 ~vllT~oa Uu DER I,O FT. - ELEVAT*lop-~S E 1,2- Fr. INveRr of Z IATERA(s F . ?S FT T7 3o • Top of Rock G 1,0 FT. 0 1i 7. iz H 1, S FT. Tbp ~F 2 11 I ATER A I S PLAN V1 EW OF Mou-~JD wi rtt 13E D FoRcz MAW A (e F T• I _ I 13 105 Fr K Icy Fr ~ X25 Fr W I~ o 1 -g____ FT k F r ~ w r W v o Fr Bev CP PVc. cAppep To I. A g9REq ATE' 3o-fS- DiSTRi f3uTi oAa PIPE M e Tw oR k LAyoL7-r p R OLD \ ~sr P /oa F r R 3- a Fr X Co d Fo RcE MAi'&` INcNE5 FT o f 2-11 y ~o l1AR,'A(3LE TOTAL. V(g(C) UaIuME 4/, 60 Gals. PfST,N0cL NoIE LhZER/~L. " 2- M A N1 F 0 L s D ~ FopcE. MAIN Z I Nc.~{ES OF }{01E5/P; PE a/ I.uVERT ELr=Vi1TjOrJ OF LATER M5 i~ER Fc~R I4TE D Pi pE 'DETAi L. ENp cAP • ReMovE All DRM BURRS ~ y PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS PAYE g_oF_.~_ . -VEIJT CAP `i"C.I. VEIkJT PIPE WEATHER PROOF APPROVED LOCKING 25 FROM DOOP„ JUUCTIOAJ BOX MANHOLE COVER WINDOW OR FRESH 12"MIU. ld/ 4j,4/(,01per 1A/3E1 AIR INTAKE GRADE I 4" AIM. ~,0 3 COMDUIT L-- 18 MIU, 5 g3,5a' 11~ IIJLET PROVIDE -T I AIRTIGHT SEAL APPROVED JOINT IA IN y ~~NK I III APPROVED JOINTS J/C.I, PIPE M ZXTEt\IDIIJG 3' ' a 1 I III W/C.I. PIPE D0 lam' I (I ALARM EXTFMDIUG 3' 010TO SOLID SOIL B ~ 0 I II ONTO SOLID SOIL 3,3 y~ I ~ o►J ~o ELEV. O FT. 1 , PUMPS J OFF D ~ k `~E DOI~ I~ O~ It VA T io d BLOCK RISER EXIT PERMITTED OIJL4 IF TAMK MAMUFACTURER HAS SUCH APPROVAL SEPTIC E SPEC,IF ICAT110kJS DOSE TANKS MAIJUFACTURER: /D~EST~/J ~rPETIF$T {DUMBER OF Z PER DA-4 TA.K SIZE: /-7-00 D GALLOUS DOSE VOLUME zS ALARM MANUFACTURER: L vCL j~.( Gp IMCLUDING SACKFLOW: GALLONS MODEL IJUMBER: CAPACITIES: A= L~0'7 00 SWITCH TYPE: l''I 6yleV ~"'~Q,♦-~-- INCHES OR 5 GALLOAIS PUMP MANUFACTURER: ZOO11" B - Z INCHES OR rrCJJOQ GALLOAIS L/ C = I3 • 5 INCHES OR 7" GALLOLIS MODEL DUMBER: # jA, Ae4P Va- ~P. D=_ Q l st_ INCHES OR GALLONS SWITCH TYPE: P'1✓`y4A,-- k6eeel/ef/ fl-,047- NOTE: PUMP ARID ALARM ARE TO BE MINIMUM DISCHARGE RATE ,O GPM INSTALLED OIJ SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE..I~~oS /FEET -rANF SPIECs -I- MIAIIMUM NETWORK SUPPLY PRESSURE , , , , 2.5 FEET ,CAGGA TOf J~ P ' + /-p FEET OF FORCE MAIN X 3'?f' a f Xo Fr.FRICTIOU FACTOR.. g' 7 FEET -'40,A 3O TOTAL DYNAMIC. HEAD - ? FEET INTERMAL DIMEMSIOIJS OF TAIJK: LE.M&TH 9 /o ;WIDTH yo ;LIQUID DEPTH HEADI a ~ 11e CAPACITY s 32 10S 30 95 CURVE - 26 9s EFFLUENT 2+ --so- I MODEL and a 75MODEL 189 DEWATER/NG : 22 70 165 V 20 65- > 1e 80 J 0 55 Fa- 16 SO MODEL O 185 MODEL 1- 14 45 tee 12 __40- 35- 10 -.MODEL 30 137,139L-, MODEL '°5 SEWAGEand 2 DEWATER/NG 6 20 MODEL 15 MODEL 181 4 7 10 _ 2 5 5MODEL 3, 55, 57,39 0 GALLONS 10 20 30 40 16 SO 70 80 80 100 110 21 75 LITERS 0 90 ISO 240 320 400 22 FLOW PER MINUTE 70 I 20 s 0 is - MODEL Q 295 Yi s5 x /9 V so 14 4S MODEL Z 294 C 12 40- ~ MODEL 35 293 H 10 MODEL 284 MODEL 6 20- 282 15 I 4 10 MODEL OE~~E~ Oi ,I 2 S 287, 268 - i 0 3280 Old Millers Lane GALLONS 10 2i 30 40} so SOI 70 e0 90 1001110 120 130 140 "isb 160 110 1e0 190 P.O. Box 18347 ' 1 LouMvllle, Kentucky 80218. LITERS 0 10 1S0 240 320 400 490 580 640 720 (502) 778-2731 FLOW PER MINUTE i HIGH HEAD "161"-"163*" "165'"' "185"- "188"-"189" Series (%2 HP) (%2 HP) (1 HP) / (1 HP) (1 %2 HP) (2 HP) . ON Si TE P9!5P1F1r.+r10AJ :NR- p't . 6 j . Wisoonsilf Department of Industry, SOIL AND SITE EVALUATION Labor and Human Relations Page / of 2 Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. l~'G ,PETS = E.v4~G-ia6- SYST, 4t &C- A- , s~ ore 1'6-1 .4 ~ Vc Po ~ r- OF S-l 3' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. # 'r;: Fa' . . APPLICANT INFORMATION - Please print all information. Reviewed by. y VIZ.-Ij Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). y... Property Owner Property Location " •'q t; /,1ELSO Govt. Lot sE 1 /4 S 1 S'I T ,N,R 1 1 / -E. ore Property Owner's Mailing Address Lot # Block# Subd. Name o < f , q) 0 SO • U is f d 1, 3 ~ Z CpU•vT/ey City State Zip Code Phone Number 7/5 / R (3~12T-5 W 1. 54020 ( 7y9 )3s55 ❑ City El villa 2 e Town Cov4v7,e OAf$ 4A.! 2'New Construction Use: g esidential / Number of bedrooms Addition to existing buildi ❑ Replacement ❑ Public or commercial - Describe: 44 y d> .S f t.L0 Code derived daily flow 17,50 gpd Recommended design loading rate ' s bed, gpd/ft2 ' 41 trench, gpd/ft2 Absorption area required (424; bed, ft2~5 trench, ft2 Maximum design loading rate i S bed, gpd/ft2 G trench, gpd/ft2 Recommended infiltration surface elevation(s) 5,ge- 1 2- ft (as referred to site plan benchmark) Additional design/site considerations ZK ~S eOGJ OF s} r4 S POS$i g ~E- Parent material Jam' C-S gZ 54u/%46-61 W~► Flood plain elevation, if applicable N~ ft S = Suitable for system Conventional ,M.,ouunnd In-Ground Press!u e AT-Grade / System in Fill Holding Tank U = Unsuitable for system El S [E U L"I S El U El S R U El S ICf U ❑ S 2--u-- ❑ S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft2 Texture Consistence Boundary Roots in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 0-7 /oye 3/3 Z, sh,, te s Cs 3-F , s ; . G 2 7-A /0,1610- 313 .2f 56 s Q S i f . S . G Ground 1) -26 /O S 2f S 6~ 4-A P f S . G elev. Depth to S J~ S/ ~~S/✓~ Mt a S / y ; . S limiting ~okle 4l/2- factor In. CP o- ~4T So Li~ESTO.~J 004 Aj 4N o`t - I' S l n,^ Il- , S ,~~C4' .oe- Pf7_ -/{7►Pi'ZO AJ SSS Remarks: ~z,~ rtfFf S OF Boring # 0,,f ~ t. n E- SrTLI- to r ' E / 0-9 10Ye 313 S-0. 2,4" :5 6& JS c S 3f- f-16 /aYR -3/3 S/ / 2f shk d s Cc') I f • s;. H'Shvc 4"yfle It .4 Ground A O S ~AN1 /h1Q • , 7 elev. R5 •ft. - o f c 1 SCE /7`Shi~ f/ Q S z;. 3 is y/I? 4/Z ; Depth to , limiting 5 ~T• D - L/ ~STO.c~E 0 LD.A-l 7`E • jr N fac for in. Remarks: PETS /{ot°iZe v 2 W 'E" PG~TE)/ % t w T~.S CST Name (Please Print) Signature Telephone No. go IIEV- U113 p f,CkT el? S Address Date CST Number S- 3d-~~ ~'ST~-t14gZ PROPERTY OWNER SOIL DESCRIPTION REPORT Page of PARCEL I.DI Boring # Horizon Depth Dominant Color Mottles Texture Structure 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boundary Roots Bed Trench Ground elev. , ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture structure in. Consistence Boundary Roots GPD/ft2 Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground elev. ft. , Depth to limiting factor in. Remarks: Boring # Ground elev. ft. ' Depth to limiting factor in. Remarks: SBDW-8330 (R. 08/95) C-N cv~s T LO 1 .C kA it o 7 ~ I o I I ~ O~ ~ I dC .o ~ o ON S~ TE U/ t',~1 T/O,~ ~vi/Zi Zo~~.vG- Dtt P f t o•Y P S O ~J Wrmonsin 66partment of industry, SOIL AND SITE EVALUATION Labor-and Human Relations Page / of 2 Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. ,PETST 6-,,uz-1f1961,o6- 511ST, Dei lri.vAZ RC Po 1E' T' O F S-(3 - F(, Attach complete site plan on paper not less than 6 1/2 x 11 inches in size. Plan must County Include, but not limited to: vertical and horizontal reference point (BM), direction and ' percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location J~*~ll _ /VELSD Govt. Lot SE 1/4 SE 1/4,S .24 T 1-f N,R 17 E (or W Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# H 10 SO . "b r' U t'S f d rJ Z. 1* Z Couvr~ey O~~-s City State Zip Code Phone Number 7/ O BE- Q T S S Nearest Road R W I , SqoZ3 (7y9) ss 5 ❑ city ❑ vno~e Gown cd41,07e OAFS L-AJ ['New Construction Use: Rgesidential / Number of bedrooms Addition to existing build* ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow -150 gpd Recommended design loading rate ' s bed, gpd/ft2 ' G trench, gpd/ft2 Absorption area required U 2S bed, ft 2 Ct 2 5 trench, ft 2 Maximum design loading rate i -S bed, gpd/ft2 I G trench, gpd/ft2 Recommended Infiltration surface elevation(s) S~ I-i# L ft (as referred to site plan benchmark) Additional design/site considerations 4-zD A IS POS$1 E/- Parent material 7C5 gZ Flood plain elevation, If applicable /0/4- it S = Suitable for system Conventional ~Mound In Ground PPressu re AT-GradeSystem In Fill Holding Tank IU = Unsuitable for system ❑ S li3 U L'7 5 ❑ U ❑ S Fi U El S La--u El S 1~1 <U El S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft2 In. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots /l Bed Trench 7 / 0-7 /oye 3/3 Si/, 1,,,, sh,C' S Grs 3-f , S : , G 2 /z /o y,2 313 .s/ 2-f 56L- s 4 s G G Ground 3 1) -26 /O y S 1 f 6 k ~ J (p - d l~_ft. If SL~1~ ~f~ OW lUf Depth to y ; f limiting 0Yf 4;/2_ factor - - - 6- AJ- 50' q In. r- 5YS Remarks: /It" s 01F__: PAC Hot P T -1,10,ei 'ZO ~J o~ - I'S 14- Boring # 0-1 "r " E SITZ- f r' E / 0-g /0Yie 313 sl-l. 12-A.56& JS e S 3 -f . S ' . /OYR 3 3 Z Sly 1fsh~ c;~s cw If .5;.~ 3 -I- f Sh *of 4.1? ' S Ground OF S ~AN1 /1►1~ Q~ . 7 eLie? lev. 95. 2ft. a- 0 ilk Ll ,SCE /7`S~j,~ ~C s Z ; , 3 /o yR 4/Z Depth to limiting 5 /1 r D'~ - 6 i ,675 j0.0 E J> L O~-t ' 7`t~ . N tJ factor MP 7"5 0~ /l~vit'iZO,v 2 w'E PLC T7-&/1/ /NmiPi'S/ A~l 32 in. Remarks: CST Name Please Print) L n C Signature Telephone No. IC REV- Address Date CST Number Sr - ~ 0 - ~l Co C s -r M 14 2_.. i ~ ~ w N ~ ~ rri kc-- , l ~ ~c a kA' 70 p s ~ I o4 Ncl O ~ o I ~ o KS ~ NTRY 4 aE 2y"W 701. 14 0~ 220.7 N09 41 85.8 54 306. 190:40 0 C► '39-60 0- 00 t 6460' 23 y Z~ y ~O•. n~O a oa yd"~m Z ~ y o ~ n N o w _ ro a o 2 0 e tb ~ w O y a' W y+ y~~Ft tq °n p m .b y O O o~° ,.,1 N N 1 O ti r ao C, A O~ to c~ vn p O 2 any D m o w 2 0 ~r p O a r. rri ° "l oM o o n''3y ~ y w y cn cn to O to OrTl O w 2 p m C y w cn 2 tn a ril 54 - m 1 30=Q01 --.--„yy 478.54 m a I'~~ \~O N 09°4129 63 127.48 I{{rr. "E 468- 609,,41 0 5 2 ~•-l 2 I o Q 335' 00. ~~J ' d V~~ I o m ® 1 16 63 - 1•' i 1~~ o e 133,63' rti °O N m , o .r N V y O ~,,'s~6+ O v ° O • ltr 4 0 ~ Cn ~3 9 T w to c) 1 w U 4 m I j r to th O y a O_ W rtl ti N _ m E' 23. O O S23° t~. 4h~'. STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNERBUYER o U P n 4 ~.cAe_ c I_ ne Q M2 AS o n MAILING ADDRESS 410 5 :O i. C" i c, V.'Od o\ ,-c s 5 0 a 3 PROPERTY ADDRESS (location of septic system) lease obtain from the Planning Dept. CITY/STATE < < 'L r ' y f PROPERTY LOCATION 1/4, 1/4, Section ZI , T a F N-R / W TOWN OF ST. CROIX COUNTY, WI SUBDIVISION C o u,~T r 0 ci K S LOT NUMBER 1 1 CERTIFIEDSURVEY MAP Sf';14Q0 VOLUME , PAGE S , LOT NUMBER 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 licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant for a maximum of 60% of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a mater plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. I/We, the undersigned have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification stating that your septic has been maintained must be completed and returned to the St. Croix County Zoning Officer within 30 days of the three year expiration date. SIGNED: DATE: I - c! St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, WI 54016 11/93 } •r JIl This application form is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only result in delays of the permit issuance. Should this development be intended for resale by owner/contractor, (spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. Owner of property 5 tip v PyA cA P c i n ~p A. L (2A `1 S o as Location of property 5 1/4sT7E _1/4, Section 9 ,T_2LN-R___ 14_W Township Z r r, Mailing address Address of site { Subdivision name Lot no. J=am Other homes on property? Yes No Previous owner of property ~.a. rP %-,v- r-- al)rItIO(nj .41 OOS ac/~ Total size of property Total size of parcel Date parcel was created yt y rr)a I g ct( Are all corners and lot lines identifiable? X Yes No Is this property being developed for (spec house) ? Yes No Volume 1 and Page Number I( _7 as recorded with the Register of Deeds., INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER AND THE SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION I (we certify that all statements on this form are true to the be of my (our) knowledge that I (we) am (are) the owner(s) of the property described in this information form, by virtue of a warranty deed recorded in the office of the County Register of Deeds as Document No. 440 and that ~ we presently own the proposed site for the sewage disposal system or we obtained an easement, to run the above described property, or e construction of said system, and the same has been duly recorded in the office of the County Register of Deeds as Document No. Signature of Applicant-- Co-Applicant Da a of Signature Date of Signature r~ STATE BAR OF WISCONSIN FORM 2 - 1982 547140 WARRANTY DEED DOCUMENT No. REGISTER'S OFFICE - ST. CROIX MaWI Country Oaks, by Laurence W. Murphy and Ree'dbrReadd Norwood Ecklund Partners JUL12.2i 1996, 2:50 AP.M conveys and warrants to Steven N. Nelson and Katherine A. ~l~' Nelson, husband and wife as survivorship marital property RegisWrofDeeds I i THIS SPACE RESERVED FOR RECORDING DATA NAME AND RETURN ADDRESS the following described real estate in St. Croix County, 1 s72VCS h ,UeI 4 /a. 0 d Ird State of Wisconsin: #a Sf10 S. IutS~ oh Rvber`f$ WT- I PARCEL IDENTIFICATION NUMBER Lot 11, 1st Addition to Country Oaks, Town of Troy, St. Croix County, Wisconsin. I I TRAM ER ~ S - This is not homestead property. (ice (is not) Exception to warranties: easements, restrictions and rights of way of record, if any. Dated this 22nd day of July A.D., 19 96 Country Oaks: (SEAL) By (SEAL) L urence W. Murphy, Partner (SEAL) By 00, (SEAL) Norwood Ecklund, Partner AUTHENTICATION ACKNOWLEDGMENT Signature(s) Laurence W. Murphy and State of Wisconsin, ss. Norwood Ecklund County. a ULBRICHT & ASSOCIATES CO. 655 O'Neil Road - Hudson, Wl 54016 Reg. Designers of Engineering Systems 715-386-8185 Private Sewage Consultants SPECIAL NOTES TO THE BUYERS/ BUILDERS, REGARDING SEPTIC SYSTEMS AND SOIL TESTING ON LOTS #8 THROUGH 20 IN COUNTRY OAKS. All of the lots evaluated will require mound type septic systems. With only a few exceptions, the soils across the 1st Addition to Country Oaks had very fine weak textured silt loam in the upper 12" of topsoil (a soil loading rate of .3 GPD/ft2). These low soil loading rates will require larger trench type mound systems by design codes. Trenches can be no wider than 48". It is suggested, to the installer, if a 4 bedrm.' home is proposed, some test areas provided may not be lonig enough for a single 41x125' trench, in which case a wider mound utilizing two tenches 41x 63" may be more suitable. CAUTION: since all of the soil test sites are very heavily wooded, extra careful planning and site preparation is required. Great care will need to be taken in removing trees and brush without disturbing the fine delicate silt loam topsoil. If the site is carelessly disturbed, the Zoning Dept. will reject the site and require costly new testing and designing! Do not allow anyone to drive across or compact or disturb the topsoil. Consult with the Zoning Dept. Inspectors, a qualified plumber, or designer for advice on how to properly prepare the site for mound system construction. The owners/developers have provided a complete approved soil test area, registered with the zoning office as required by subdivision ordinances. It is difficult to imagine today where a future buyer prefers to build upon a lot. Common sense is used to select a site at this point. If the buyer intends to utilize the test area, careful planning between the owner and septic plumber (or designer) is very important. Careful planning with qualified designers/ installers is critical. THe final actual size and shape and location of the septic system is dependent on the size and type of home proposed. Test areas large enough for a 3-4 bedroom home has been provided, but a larger home may require new or additional soil testing. The septic system can not be shifted outside of the recorded test area. pg. 4 of 4. 1r 'Wisconsin Department of Industry, SOIL AND SITE EVALUATION Labor and Human Relations Page of Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. 0. M" Attach complete site plan on paper not less than 9 1/2 x 11 Inches In size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and CQ•"°I~"`ri fY^~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel l D M i APPLICANT INFORMATION - Please print all information. Reviewed hio , - f oat n, Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location V L4WREti6,C-7_ Ul. /MuRP#Ir (,PfRrNk:,e) Govt. Lot SE 1/4 SF1/4, / E (or)g) Property Owner's Mailing Address Lot Blockff Subd. Name or CSM#! Gv 9302- ~v0 r f,m67. 157- lfCV, ii*/ - (ovvrRy 0 445 City State Zip Code Phone Number c' e1 , i Nearest Road TZ~ l?t ~/4 lls t o 1, .5q0,jZ ('~~Jr ) T J.7 - /0,3Z El City ❑ VillagT ~ Town ~10y~,vTil'y aAA-5 Za,l. N LrJ New Construction Use: 1315-esidential / Number of bedrooms fi~4 Addition to existing building - NOT 3 ❑ Replacement ❑Public or commercial -Describe: I✓-/P ± NbT ysa- Code derived daily flow Co 00 gpd Recommended design loading rate bed, gpd/fi2 ' -6 trench, gpd/ft2 Absorption area required bed, ft2 trench, ft2 Maximum design loading rate S~bed, gpd/ft2 - 6 trench, gpd/ft2 Recommended infiltration surface elevation(s) P9 -3 ft (as referred to site plan benchmark) ~l0 u.~~ .SyS T~C~ Additional design/site co ations T v T/JB/E ,re-X 5:~5 BZ VDU'` s&Di vE./T Parent material 06/6Flood plain elevation, if applicable 111114- S = Suitable for system Conventional Mound In-Ground Pressur AT-Grade System In Fill Holding Tank U = Unsuitable for system ❑ S C]"U i rs El U ❑ S El S Q'U ❑ S 0-6 1 ❑ S []'U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft2 - • in. Munseil Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench 2- ~a ,y le ile 3l S / Z f sti.~ f,P e s 2~'~,,, Ground 3 ~3 /©w 31 5,1 2,1"4e /dN'iF/~ elev. 9y o ft. 40 7e -1 c " - 3 - Depth to - limiting factor SSS Remarks: Boring # 0-i3 ,/a Y 2/3 Jr1/ 1-7CS6& n-►~-6R S .2 f„~ , s .G L 13-/ /o t/ 313 J' z fShk fie S i S ; . X 441 lri' C 6v , $ 3 - 3 / o 3/ - SLR Ground O !K 3114, 61, , G tiy,, /YN 7~/p . 3 Sy Z5elev. N * G / S ti bald -/,eS7- Depth to limiting factor 3 3,41. Remarks: C T Name (Please Print) ROGER T„ 74 L(31? 1,C 14 Signature z d Telephone N G 7/5 3496 - e? 635 Address Date CST Number L ~ PROPERTY OWNER SOIL DESCRIPTION REPORT L,~ Page L of / PARCEL I.D.# /O t Boring # Horizon Depth Dominant Color Monies Structure 2 In. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots Gr. Sz. Sh. 3 ch 0,7 /OYR 2-12- Bed ,Tren S~/ 1.r►, s blt 4,. Vf,e /o 2-13 fe Ground / elev. 3 U f . S y3, 5~ft. Depth to limiting factor 5 Remarks: Boring # Ground elev. --n. Depth to limiting factor Remarks: Horizon Depth Dominant Color Monies Structure in. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots Gr. Sz. Sh. Bed Trench Boring # Ground elev. it. Depth to limiting factor L=LEI ±J]EA in. Remarks: Boring # Ground elev. f . Depth to limiting factor in. Remarks: SBDW-8330 (R. 08/95) 1 • N~ o n rn Z ~ ~ z I o o ~ ~ r s ~ m ~ ~ I ~I w~ N7 1 74 c Z R) N o I ~ ULBRICHT & ASSOCIATES CO. 655 O'Neil Road • Hudson, WI 54016 Reg. Designers of Engineering Systems 715-386-8185 Private Sewage Consultants SPECIAL NOTES TO THE BUYERS/ BUILDERS, REGARDING SEPTIC SYSTEMS AND SOIL TESTING ON LOTS #8 THROUGH 20 IN COUNTRY OAKS. All of the lots evaluated will require mound type septic systems. With only a few exceptions, the soils across the 1st Addition to Country Oaks had very fine weak textured silt loam in the upper 12" of topsoil (a soil loading rate of .3 GPD/ft2). These low soil loading rates will require larger trench type mound systems by design codes. Trenches can be no wider than 48". It is suggested, to the installer, if a 4 bedrm. home is proposed, some test areas provided may not be long enough for a single 41x125' trench, in which case a wider mound utilizing two tenches 41x 63" may be more suitable. CAUTION: since all of the soil test sites are very heavily wooded, extra careful planning and site preparation is required. Great care will need to be taken in removing trees and brush without disturbing the fine delicate silt loam topsoil. If the site is carelessly disturbed, the Zoning Dept. will reject the site and require costly new testing and designing! Do not allow anyone to drive across or compact or distuyb the topsoil. Consult with the Zoning Dept. Inspectore, a qualiftied plumber, or designer for advice on how to properly prepare the site for mound system construction. The owners/developers have provided a complete approved soil test area, registered with the zoning office as required by subdivision ordinances. It is difficult to imagine today where a future buyer prefers to build upon a lot. Common sense is used to select a site at this point. If the buyer intends to utilize the test area, careful planning between the oxner and septic plumber (or designer) is very important. Careful planning with qualified designers/ installers is critical. THe final actual size and shape and location of the septic system is dependent on the size and type of home proposed. Test areas large enough for a 3-4 bedroom home has been provided, but a larger home may require new or additional soil testing. The septic system can not be shifted outside of the recorded test area. pg. 4 of 4.