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HomeMy WebLinkAbout026-1131-10-000 I� Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety dnd Bulldinc1Division INSPECTION REPORT Sanitary Permit No: 395225 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Stock, William Richmond Townshi 026 - 1131 -10 -000 F CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 12 Benchmark m` Dosing Alt. BM Aeration Bldg. Sewer C19-96 I Holding St/Ht Inlet $•Z'f fit• Lz. TANK SETBACK INFORMATION St/Ht Outlet �•b� Q TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic , S-0 i O � f Dt Bottom Dosing Header /Man. Aeration V Dist. Pipe I1rl+O Holding Bot. System �O.t� Q�i •/ Final Grade PUMP /SIPHON INFORMATION ^— Manufacturer ClQmand St Cover GP -may Model Numbe TDH Lift Fric Loss System Head JDH t For in Length Dia. t. to well SOIL ABSORPTION SYSTEM SOFT H Width Length No. Of Trenches P 1-PIMENSONS No. Of Pits Inside Dia. Liquid Depth DIMENSION '1�i•j �.� r �. SETBACK SYSTEM TO P/L JBLDG V"gL4- LAK STREAM LEACHING Manufa r • INFORMATION - ;-.% CHAMBER OR • Type Of System: { / UM ; ' ' ' ► ,, y T. I t� ...�..� , . I N ber. DISTRIBUTION SYSTEM 66 Header /Manifold M D Lt Pipe(s) > � U�x ole Size ��x l e Spacing Vent to Air Intake • Length�� Dia Length :: � Dia�Spacing 5b 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 ® =(*No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1:1,6 / 04 Inspection #2: ''T -- 7 - '� Location: 1017 159th Avenue New Richmond, WI 54017 (NW 1/4 NW 1/4 17 T30N R18W) B & R's R Parcel No: 17.30.18.912 1.) Alt BM Description = +may- %+6ti► . 2.) Bldg sewer length = 5Z 1 - amount of cover = ? Q. M $641 Cdr. -&V A -lob 6r. t4Lr - � * Plan revision Required? *1 Yes X No 'O .� . M S7 0 Use other side for additional information. Date Insepctor's Signature Cart. No. 4 {r SBD -6710 (R.3197) F , .'P2 " .. sir • � •♦• � � e ' �4� � ii - ' f i . a ' r • • ' • 4 . a •' till �.t•t ^+ I 'yam — •�.y, f. � rya, !`,. "} [ Y%4A%tj c .4OR 1 9 t " / M A .;f'tx wz. t Z5 — r Safety and Buildings Division county 201 W. Washington Ave., P.O. Box 7162 Madison, WI 53707 - 7162 Site Address V *isco nsin -* , Department of Commerce Sanitary Permit Ap same Permit Number PP �� 3 z Zs_ In accord with Comm 83.21, Wis. Adm. Code, personal information yo�i vre� �t heck if Revision ma be used for secondary purposes Privacy Law, s15. 1 m I. Application Information - Please Print All Information Sp�tc tan I.D. Number AY �' + <, _ r Property Owner's Name f <^ Pamel her T/ Z l h i Property Owner's Mailing Address , Pry, Q c / tton - �� if �: S T N. R ZO E City, State Zip Code Phone Humber s �o umber Blac Number O `Subdivision N CSM Number II. Type of Building (check all that apply) �,,,,. S ❑City or 2 Family Dwelling - Number of Bedrooms , e- , ❑Village ❑ Public/Commercial - Describe Useownship c iJ1 DEG ❑ State Owned Nearest Road III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line 9 if applicable) A. For County use 1 �1ew 2 ❑Replacement System 3 ❑Replacement of 6 ❑Addition to S stem I Tank Only stern B. ❑Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 4 - Pressurized In- Ground 210 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In-Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Dispe tsal/'IYeatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate( Gals. /Days/Sq.Ft.) (Min./Imh) Elevation S y" VI. Tank Info Capacity in Total Number i Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Exist n Tanks Tanks Septic or Holding Tank _ Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. P1 's Name (Print) ( Plumbe ' guature MPIMPRS Number a W.- Business Phone Number P is Address (Street, City. State, Zip 0/ le VIII. Count /De artment Use Onl Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Approved C1 Disapproved Surcharge Fee) ❑ Owner Given Initial Adverse 2, 2,2-S, ©6 ° / Determination EK. Conditions of ApprovaltReasons for Disapproval jhSf / 2`/� ��— � �loG�7 0 ✓�` �vt4�f �Y e 7O iM / LtiK4C(ib� Q pY pB r ► D (0 il"Ve r ft/� its S 0 f �S ,tjn 0 p p�0� Gt Get 3 ' SL�rA�r vctJFi f t�$Gt v c 4, .t ' s s{ CA, l' // Attach complete (to the County only) for the system on pa not less Sla x ]. Inch to size et� 51,1-f ^ eS l^L� �a eFin Z7 Q ✓e a. , SBD -6398 (R. 05101) f PLOT PLAN PROJECT Bill Stock ADDRESS 1478 112th st NewRichmond Wi. 54017 NW 1/4 NW 1/4S 17 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX MPRS Byron Bird Jr. 2205 ATE 8 -9 -01 BEDROOM 4 CONVENTIONAL XXX A rade CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gal LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 500 # of chambers 30 IL BENCHMARK V.H.P. top of wood stake PL ASSUME ELEVATION 100 ❑ BOREHOLE O WELL *H.R.P. same as BM Vent SYSTEM ELEVATION T -1 =91.0 T -2 =90.5 AT' h Capacity Leaching # Alt BM assume 99.1 top of white stake Chamber with 17.2 11 t ^2 per chamber Long 34" Elevation 9 1 2 1 ' 94' 4 R ep b ipe Driveway B Easement Rd Garage B3 1 15' 4 bed house 245' st ' 60' BI 15' 1' 116' 15' # 10' PL 337' wy Wisconsin Department of commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 Inches In size. Plan must Include, but not limited to. vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all Informstlon. R by Date Personal Inrormatlon You Provide may be wed for seoorr "purpmas M&may Low. a. 1&04 (1) (m))• �� 0 Z Property Owner / Property Location W / < / p C Govt. Lot A 9 1 114AW14 S T V N R,/; E ( W Property Owner's Mailing Address Lot # Block # Subd. Name M# - l h Lzc: � I fate Zip a hone Number, ❑ qty ❑ Village ,blown Road ( it S� New Construction Use;f Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material GL C. GL� uJa f 5 Flood Plain elevation if applicable ft. General comments and recommendations: G 1� D Boring Boring # � "Pit Ground surface elev. 9 ft. Depth 16 limiting facto in. Soil Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Structure . Consistence Boundary Roots GPQW in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 G S✓ 0 37 G ✓ . ® Boring # Boring Pit Ground surface elev. � • © ft. Depth Ong' : factor in Soil ApplIcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQ1ft In. Munsell flu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 fit >' r C3i VA _. ST C aX ruuu FICE • Effluent #1 = SOD, > 30 < 220 mg1L and TSS >30 <.150 mg& ' Effluent #2 ■ SOD, 130 CST me (Please P ) _ t3lgna u AdSkbss Date Evaluation Conducted Telephon Number r Property Owner 22 C,5 / Parcel ID # Page of Boring # ❑ Boring pit Ground surface slev. ft.. Depth to limiting factor . ?lm in. Soil Application Rate Horizon Depth Dominant Color Redox Description r Texture Structure Consistence Boundary Roots GPD/ft In. Munsell Qu. Sz. Cont Coldt" ;': - ; . Gr. Sz.' Sh. •Eff #1 'Eff#2 Boring # ❑ Boring , pit Ground surface elev. �3 ft. Depth to Iim(fing factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description, Texture Structure Consistence Boundary Roots GPDtft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 •Eff#2 r ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ,ft Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description, ..,, _Texture Structure Consistence Boundary Roots GPD/ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 +i , ix �.r ' Effluent #1 = BOD, >'30 < 220 mg/L and TSS >301..150 mg& • Effluent #2 s SOD, 130 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity-service provider and employer. If you need assistance -to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -9130 (96/00) I Soil Test Plot Plan Project Name Bill Stock Byron B' rd Jr. Address 1478 112th St. New Richmond Wi. 54001 CSTM #220527 Lot 1 0 Subdivision Rolling Acres Date 1114 100 NW 1/4 NW 1 /4S 1 7 T 30 N /R18 W Township Richmond [ Boring Q Well PL Property Line County ST. CROIX ,BM or VRP Assume Elevation 100 ft.top of PL wood stake System Elevation 91.0 H.R.P. same as BM # Alt BM assume 99.1 top of white stake 96' 95 9\ 2 ' 60 I Pn ep B4 Easement Rd B3 15 ' 15' 245' 60' B1 15' 1' 116' 15' .x.10' PL 337' B.M. a rt W : r Maintenanc ce a nd Conting P 8 for a , tic stem S Maintenance Plan 1 Septio Tank is to be pumped once every" 2. Effluent filter is to be cleaned once a year. Plea „ mote: larger filter Is being installed in order to extend the maintenance interval of the : i 3. on every 8 years, cells are to be insp e: the' spections pipes at the ends of ,s 3 the cans. , `• � r 4. Own t agrees to limit greases, garbage; n er con i oner discharge into the system. S. The owner agrees to save this plan.;, y. Y 6. Do t p4ant trees nor park nor drive Conan e ncy Plan � F= 1. If system fails, determine cause of failure, ti e' einate a and install new system or "install 9MM el 'a lower elevaon. }' 2. Replace any other failing components as needed: CO c7t t s / N 'sex•. ..5.,.:' P . 1 4 A , pR � , n , ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer Mailing Address 1 4 1 DJ L_c /o1 - Property Address (Verification re aired from Planning Department for new construction) �,f_ i City /State fie ('t "'tom Parcel identification Number f _ I,F GAI, DESCRIPTION Property Location /, \ p y � ' /"`'"' ' / <, Sec. �, T � N -R �O W, Town of Subdivision Z �Ve�s fiQ0 /( L C( , Lot # In Certified Survey Map # , Volume , Page # Warranty Deed # 6 a9 1 y 3 , Volume , Page # Spec house yes O no Lot lines identifiabletig*es O no SYSTEM MAINTENANCE Improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper mai consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into th 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 master plumber, journeyman plumber, restricted plumber or a licensed purnper verifying that (1) the on -site wastewaterdisposa is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of Ilwe, the undersigned have read the abovc requirements and agree to maintain the private sewage disposal system with the s set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Cert stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office w days of the three year expirat o date. q / 0 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 owr the property described abU�� f a �� arrant y decd recorded in Register of Deeds Office. �Cw / / by SIGNATURE OF APPLICANT IJATE •• "•• Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. •• include with tills 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 I�, STATE BAR OF WISCONSIN FORM 2 - 1999 K ATHLEEN 629143 WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX CO., WI This Deed, made between John C. Van Dyk and Eileen K. RECEIVED FOR RECORD Van Dyk, husband and wife, 08 -31 -2000 2:30 PM - -- - - -- WAIIRANTY DEED Grantor, and William B. Stock and Ro Stock, husband and EXERT A CERT COPY FEE: wife, COPY FEE: -- TRANSFER FEE: 186.00 RECORDING FEE: 10.00 PAGES: 1 Grantee. 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): Recording Area Lot 2 and 3 of Certified Survey Map filed July 28, 2000, in Vol. 14, Page Name and Rctu i Addre s 3914, as Document No. 627230, located in part of NW 1/4 of NW 1/4 of 11y pa i �4 Q Section 17, Township 30 North, Range 18 West, Town of Riclunond, St. qc�S C -. _t__ Croix County, Wisconsin. � 5-aT , t.t.) r. o6 , 4 0 26- 1049 -70 -100 Parcel Identification Number (PIN) This is not homestead property. CK) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this ��' day of August 20 * * Jo Van Dyk * * Eileen K. Van Dyk AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) • ■ ) SS. Ald T �%1 �'< County ) authenticated this d N TARY PUBLIC OF WISCONSIN Personally came before me this day of ' August 2000 the above named John C. Van Dyk and Eileen K. Van Dyk, husband and wife, * TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) oe THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Notary Public, State of Wisc sin Hudson, WI 54016 My Commission is perman n . (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) �� , _a_3 ) * Names of persons signing in any capacity must be typed or printed below their signature. information Professionals company. Fond du Lac, WI WARRANTY DEED STATE BAR OF WISCONSIN eoo-655-2021 FORM No. 2 - 1999 r 3 cm r � 1 �i i I SONdI 0311V1dNf1 I - r r r- fir- ► - r �,r yr- -A - - r- *- r •� +• M r► sr w- w- a- w- n- r►-- R- •-- Jr-- yr yr - r - - - r I 7 .LO'0£8 3.9*.ZS.005 !/r MN - IV - P/,( Aw -va ,w mn (sw 41 2o' I v Ar rip ZsooN J I� Q �+ 00 m l i# +r ssr I I b o I � � M.9tr,Z5.00/1 � I b ' I ��wa d E Id C4 1 b'� � of U) � bi � ►w I I i ) ss srr t F o� 0 aI Z� {� z 5 I W J I O Im p o ► 4 �l " V ;nl o ¢I -I MAZ.00N I M. zsooN )� L£. I � b I n I tr n t N I v y • I� I s �i � I I I 1 c <iri )• I o J,1 I I ,l£'BZ£ M.6Z,L£.00N t o NIa I I — C4 o U3 amino - iF; I u l I I � I Own A.Mains a s . 11b I I I i Toi z $ $ I ' I � .• - -.ter �tcoae --. —_ �� r , 1 � ------ -- fi-- - - - - -- - ` - �. — .. — .. _ . — . — -- • ••.�._ - e was raonr M.bg.L£.00N — — I o j l o � .ZB'9Z9Z M 6Z.L£.00N "KI I �I I ' I of I z CL I ' I � I f L9 40. =� C IV• zw a 313 � - el F !! a - - - - - - __ _ _ -- • UNPLATTEE LANDS 1 20 0t E - - -- 1075.43' - - - -- -- i _X -*- x— 0 -* - X-- x- -x —x— x-- - ter —*-- -x THE NW 1/4 \ 202.40' 200.02' 200.02' � -- za• 55 07 I S89'53'20' 1305.43` za• 'I f :f LOT6 LOT7 LOT8 86,289 SO FT. 85,868 SO. FT. 83 868 SO. FT. 1 � _ 1.98 ACRES 3 1.97 ACRES 3 1.97 ACRES O1 ip V p C4 d O d U-) 04 :n � M O 00 1* C) d Z Z Z v � ........................ / O 9 ao 119.20' — — - 200.02' 200.02' — — W � O N89'5320'E 519.24' b � TOWN ROAD — - - - - - — '6 n ` ----- - - - - -- N89 520.12' � O — 245.10' -- — - - - -- 275 - - -- O 12" UAL /TY EASEMENTI TEMPORARY EORARY CUL DI ( / I I EASEMENT TO BE I REMOVED UPON EXTFNS /ON OF ROADWA Y. • ... .....�.......� ................. .............................. LOT IO LOT 9 Z � T . i 92,070 SQ FT. '^ 92,051 SO FT. ! 010 SO F7 C4 M IR 211 ACRES ,�,� 211 ACRES `" � •r W � 3 ACRES F.F.E. 947.5 z M F.F.E. 947.5 l is \ T Q � '� Z. 947.5 t41 ��� 9;3148:W iJa75' * � 2 _ 1 02 • H.. W.L. Zi DRAINAGE EASEMENT J -49' H. W.E.: 943.5 e h 51.06' '� 275.02' 275.02' f k S89'53'20 "W 801.10' SOUTH UN£ AF THE NORTH 8,0.00 FEET OF 7H£ NW 114 OF 7H,-,VW 114 I SLATTED LANDS ; k I Wisconsin Department of Commerce SOIL EVALUATION REPORT " Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 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 J ,L Property Location �( �/ OG. Govt. Lot 1/4 /4 S T Q N R E (o Property Owner's Mailing Address Lot # I Block # Subd. Name or CSM# 57C o City S tatd Z ip Code Phone Number ❑ City ❑ Village �R Tow Nearest Road New Construction Use: Residential / Number of bedrooms Code derived design flow rate Z, GPD ' Replacement ❑ Public or commercial - Describe: Parent material 6- c. �c 1 �i,�c�Jci �� Flood Plain elevation if applicab General comments . ✓ and recommendations: -j-� f J' 7 I a 't F7 - ] Boring # E] Boring ` Pit Ground surface elev. ift. Depth to limiting factor in. 1 4 Soil Application Rate Horizon Depth Dominant Color Redox Description P e x t / ure Structure Consistence Boundary Roots GPD /ftz in. Munsell J Qu. Sz. / Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 / 2 Boring # ❑ Boring R Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 _< 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST N e (Please Print Signature CST Number Addr6ss Date Evaluation Conducted Telephone Number SBD -8330 (R07 /00) Property Owners 1 Parcel ID # Page of E] Boring ® Boring # GAG ❑ Pit Ground surface elev. / /- � ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color .� Gr. Sz. Sh. *Eff#1 *Eff#2 0 S Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 a ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. El Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) Soil Test Plot Plan Project Name Bill Stock Byro Bird Jr. Address 1478 112th st NewRichmond Wi. r 54017 C M #220527 Lot Subdivision Rolling Acres Date /1/200 County CROIX NW 1/4 NW 1/4 S 17 T 30 N /R W Townshi Richmond n Boring Q Well PL Property Line# Alt. BM Base of Wooden stake E1v95.7' ,BM or VRP Assume Elevation 100 ft.top of wood stake System Elv. H.R.P. same as BM # alt BM 245' PL BM 99' 40' 15' 2 4bed B 1 house Garage 0 40' B2 BI B3 33 ' P Drive y s = PLOT PLAN PROJECT Bill Stock ADDRESS 1478 112th st NewRichmond Wi. 54017 NW 1/4 NW 1 /4S 17 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX MPRS Byron Bird Jr. 2205 — - DATE 9 - 2 -01 BEDROOM 4 CONVENTIONAL XXX -Grade CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gal LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE 0 LOAD RATE 1.2 ABSORPTION AREA 500 # of chambers 30 BENCHMARK V.R.P. top of steel post ASSUME ELEVATION 100' ❑ BOREHOLE (DWELL 1H.R.P. same as BM Vent SYSTEM ELEVATION T -1 =95.9 T -2 =95.4 f Sidewinder High C Capacity Leaching Cove Chamber with 17.2 699 t ^2 per chamber lip Grade at System Long 34" Elevation # alt BM 245 PL BM 98' S99 909 '409 77 15' ' st 9 4bed 15' house 4' BI / Garage 0 B 1 63 B ob pipe 3 , P Drivevi ay I