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HomeMy WebLinkAbout024-1036-95-200 a PRIVATE SEWAGE SYSTEM � Division INSPECTION County: INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.. Prrwoed kdornulkm you provioe may be used for woondary pugmw IPrfvew Law, 9.15.04 (1 Km)). mit Holder's Name: 0 City 0 Village CkTown Of: state Plan 10 No.. sh nsp. BM Elev.: 8M Description: - Parcel Tax No.: l b v 03 :�/ r �i -1 036-95- TANK INFORMATION E EVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Ctiuj 2 4 Benchmark - S 0 .O Dosing Se✓ p . Z Bldg. Sewer Holding t Ht Inlet 3. D TANK SETBACK INFORMATION (9ty Ht Outlet rf G TANK TO P/ L WELL BLDG. Ae jntake ROAD Ot Inlet Septic > �/ u' 2 0 ' NA Dt Bottom Dosing Z-5' $ - OV 3 "� 37/ NA Header /Man. NA Dist Pipe ding Bot System PUMP/ SIPHON INFORMATION 3 5 Final Grade Manufacturer S Demand --St eever Model Number ,GPM /.S, f 51-3 TDH I Lift Frictio S to TDHZ Ft 10 - Z Forcemain Length Dia. Z " DstTowell 0 / _Z SOIL ABSORPTION SYSTEM BED / TRENCH width i Length .Of Tr PIT No. Of Pits Inside Dia. Liquid Depth Manufacturer: SETBACK SYSTEM TO P/L BLDG WELL LAKE / STI INFORMATION ype0 CHAMBER Mo m er: System: >2S� Q� y IGU' !— ORUNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length � E) _ length y Oia. Spacing IL i I 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 (3 No Yes ❑ tdo COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: '� / /Z /0/ Inspection #2: ? /l2 / O� Location: 133 CTH W, River Falls, WI 54022 (N 1/4 SE 1/4 30 T28N R,,1``7W) - 302817238 of 4 1.) Alt BM Description =, E eovi ev 6� � 4#6 B� vexfiGei� siQr%9 y� � P�l -vP�h Its 2.) Bldg sewer length= 2 Z' - amount of cover = >Ya ssr y/ -� 3.) contour =y,�Q x/03,'25 cr 0� Plan revision required? ❑ Yes No Use other side for additional inforfftfition. I Y 12 L J C No. SOD-6710 (R W7) Oat nspedor's ture O �({- & N� �� � � �� 3 ' ��`�/ JUL -12 -2001 THU 15:57 ID:STEINER PLUMB & ELEC TEL:715 425 8818 P:02 5 i SAE .Series b 1%3. through 1 -1/2 HP 1 ' Effluent Pumps �, R��� EO Performance Curve C9 IOWA&O G ' CAPACITY LITERS PER MINUTE C g 0 50 100 150 200 2SO 300 350 40 450 100 90 2f3 OO MFG 2 4 . J^O N !O W M F/p Q �u z_ 6O s0 'C � 16 LU x - 40 M O 12 0 b � � 30 20 F3 - 10 4 0 0 O 10 20• 30 40 50 50 70 AO 90 100 110 120 130 CAPACITY GALLONS PER MINUTE F.E. Myers, A Penlair Company • 1101 Myers Parkway. Ashland, Ohio 44805.1923 410/289 -1144 FAX 419/289.8658 Telex 98 -7443 K3327 7/81 Prinled In U.S.& ( 3 3 aaic�y a uuuuwgb 1itvtstun {{ rt W Ave. Wa _ Sanitary Permit Application 201 W. PO Box 7302 `�SC 4pnsin In accord with Comm 83.21, Wis. Adm. Code Madison, WI 53707 -7302 e Dpartment of Commerce Personal information you provide may be used secondary • y p y d f d �' (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned. Attach com lete plans (to the count co only) for the system, on paper not less than 8 -1/2 x I 1 inches in size. County State Sanit Pe it Number ❑ Check if revision to previ pftittion tate Plan I. D. Number I. Application Information - Please Print all Information Location: Property Owner Name , y Prop Location tJ llU r —4 �Y �5 1 W�nC'r '~ i! % " ,W I /4�.1/4,S TZ ,N, W Property Owner's Mailing Address Lot Number Block Number City, State Zip Code Phone'Vumber�C�.lt Subdivision Name or CSM Number R�\rcc moils W i- S40i✓L Pa y II Type of Building: (check one) ✓ c�� ✓ ❑ 1 or 2 Family Dwelling — No. of Bedrooms: ❑ Public /Commercial (describe use): l�Q�� {.., Town of ❑ State -owned P E0 so [A U(1 i U III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road (IT 14 I 1 A) 1. New System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) 1 � S stem Tank Only Existing System ® 2-4— 1 -- J p B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued .3 • oZ 8 • V . a 3Y C. IV. Type of POWT System: (Check all that apply) +� - {ti. ❑ Non - pressurized In- ground gM0 und ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade t , (� Lerobic Treatment Unit ❑ Recirculating ❑ Other: (p � 1'1/1Ct t.rniL W " - V Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade ✓ Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation Iv &()0 CAD 3 1 ion} .� 1 03 OU VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tank Tanks ❑ ❑ ❑ ❑ ar '7_ �5C ►? ' i� VII gesponsibility Statement I the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) P er's t e (n to ps): MPA4PR6 No. Business Phone Number n r aa5 5 y25 S5y Plumber's Address (Street, City, State, Zip Code) 7 3 t 1+1 � l 5L1 VIII County/Department Use Only , ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Iss 'ng Agent Signature (No stamps) ( Approved ❑ Owner Given Initial Adverse Sur c a Fee) A Determination �j2 s. µwk 13 ,2too K _JS IX_. � - � Conditions of pp oval /Reasons for Disapproval: � 1 v.AS lS •er � �' — PJ�,v S i � S�C 5 i�aS� �M �.re� nu, t S�cQ� as acQ�� W wS i tlf f k c oaQe) Z.AtSuL , �a nR - LS - ,�S t se`s .S �.oMaQ�vuu:t�� � � S reee�.wl•e�t�1.n�►`c�s . Cook — !E VLeelc ?(-Al Safety and Buildings f' A. 4003 N KINNEY COULEE RD f r LACROSSE WI 54601 -1831 Too #: (608) 264 -8777 iscons,n , 4 1 n, www.commerce.state.wi.us /SB Department of Commerce ,L�� Scott McCallum, Governor 5j rV Brenda J. Blanchard, Secretary March 06, 2001' CUST ID No.691727 A7TN. POW7S Inspector ARTHUR L WEGERER ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/06/2003 Ideil5fication Numbers . Transaction ID No. 619074 Site ID No. 626812 SITE: Pieaseefet ttr, both tdenttfication numbers, SITE ID: 626812, David & Kristi Wagner above j?ft aft comes` ondence with the agency- St. Croix County, Town of Pleasant Valley Part ofNWI /4, SEl /4, S30, T28N, R17W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 782491 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wast ewater Systems" SBD- 10572 -P (R.6/99) and the 'Pressure Distribution Component Manual for Private Onsit& Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. 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. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state i l .12(2),, nothing in this review shall relieve the designer of the responsibility for designing a safe building, stxttcture or component. ARTHUR L WEGERER Page 2 3/6/01 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 02/26/2001 FEE REQUIRED $ 175.00 -- FEE RECEIVED $ 175.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer' Integrated Services (608)- 789 -7892, Mon. to Fri. 7:15 AM to 4:00 PM TE jswim @commerce.state.wi.us rLU'f t'L Scale 1 "_ q �y - Page 3 of 7 1 .7 �?nze�z. SD �jo - OZY - 1 :'3Ls -Loo S'or- L4yav C, DO u uT yg 7 oat atgti s� �lp �j S 's al ntl9 ��A p — -- - -- 101 80 or- lot Z 0 �'Cti1 M 01= Cl.�LL B _ 99 i a y_ q z-" 60/0 �2 VI ao l j' x Wiz= zoU:o 0" 6' ftfl6btj318 `DIR :12�= 8AiE-t✓t1477�, v�Jla le r Lwr U Al L: LS I wr -- w r i _. :erhjp 1`1T Lq t3r Z S Ff?-o " : "rAA KS �_ - S CK'rlr� 1 � 14 NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be 1 boo gallon capacity manufactured by (00o /600crlj jr%, Wk N�IQZ COQ C'� w /MM EZ_ 4. Bench marks S oup - 5. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings t 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 �sconsin www.commerce.state.wi.us /SB Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary March 06, 2001 CUST ID No.691727 ATTIC• POWTS Inspector ARTHUR L WEGERER ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/06/2003 =` IcPextttficatton fiTumbers Transaction ID No. 619074 Site ED No. 626812 SITE: Please to both :ic entlficattnn ttuinbers , refer ' SITE ID: 626812, David & Kristi Wagner above, in all:corres oii lence with , a St. Croix County, Town of Pleasant Valley Part ofNWl /4, SETA, S30, T28N, R17W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 782491 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private , Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • In the event this soil absorption system or an y of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. 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. In granting this approval the Division of Safety & Buildings reserves the riot to require changes or additions should conditions arise making them necessary for code compliance. As per statestats 11..12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building; structure,'or component. I e ARTHUR L WEGERER Page 2 3/6/01 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 02/26/2001 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer Integrated Services (608)- 789 -7892, Mon. to Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us TITLE SHEET ' 1 of MOUND SYSTEM FOR A BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -105 7P and the Pressure Distribution Manual SBD - 10573 -P CCz. b / 99 C 2. 6144 LOCATED IN THE NW 1/4 OF THE St 1/4 OF SECTION 3D , T 2$ N, R 17 W, TOWN OF ST- <-_CUU1X COUNTY, WISCONSIN. LbT Y oi7-L.� 1�1__UOL, 13; PR<E 3 L INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 - SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR F 6 , 3 ri 9 r j $ T-* g'112 e -e r ' I ? DOj R.1U�1Z _ELLS., w) S�loZ -Z ��`O PREPARED BY WEGEF:;.EF Z !E3 C3 I L -TEST I P4 AND . DES I Get S1 I CE P.O. Box 74 421 Pd.ilain St. ''9 `0 AV, ,+',�• River Falls, WI 54022 ,,.•••••••••. �,. Phone 715 - 425 -0165 ;••' t Fax 715 - 425 -6864 • APT +,IPL WE;EP.FR . � 6lLSNlpgT}i, S W - f P� TS ' all d ition y Con D p RQYE�E AM jMENS Of COMMEftC S pEP4 Ely AND • p►V�SWN � R SP ENCE SEE CO R JOB NO. S Mound System Management Plan Page Z of - 7 Pursuant to Comm 83.54, Wis. Adm. Code . Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. Th erating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The tlet fllte shall be cleaned as necessary to ensure pro er operation. The filter cartridge should not be removed unless provisions are ma a to retain solids in the tank that may s ough o e r when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No Ue m or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L 8005, 150 mg/L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media and related piping, and replacing said components as deemed necessary to bring the system Into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at - 115 - 3$6 - L/680 S7- G (ZOLX The system installer at - 11S - uZS SSgk4 S1 OCR The tank manufacturer at 500- 3Z S - 8 Ll S 6 . � I (:'s QTR The effluent filter manufacturer at BOO- zZl S -NZ- ZPn a The pump manufacturer at 4.1 z s q 1) q y . PLOT PLAN • - Page 3 of 7 Scale 1 q Q' S 4 yav C� Do � oT Cor -iP� -r 7 At-0 8� p�� n +[ 9 V [c �� a — -- __7 to1 1 S 8q� 1 Z "Puc a tA ✓c�ki ttL 0 .0. - - -- - -- — dOTT�M OF ��- EL • iau_gZ' t V) 4- ,� X � / � el-L- Loo-o' o" b " tflGlt,3 /8`Dll4: BAi✓tR, ff-2- � •G V� - . L�.J ' UU _ S WC t -- tit'(fR -C'S Cur UU(-:: LS > 1pp �vr tip '�fi 0 r - FF TPel�h2S L UC►�'fll1� S1te'R1 NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 'Z required). 3. Septic tank to be ) bop gallon capacity manufactured by Clmo /600rrrn& 1vrt' w� N1i ° C O)IJ . I i -�80o `R P2nP - Pn'X� TO .BF ISO 6nL hJ�es�rZ. 4. Bench marks SE rr1 C)u� 5. Divert surface water around system to prevent ponding at the uphill side. Page Of -7 Approved Synthetic Covering ASTM C33 Distribution Pipe Medium Sand Topsoil _ H = -- _Ja F Elev. 1 0q 3 E - ��, mn��_ b 6 . % Slope Distribution Cell of Force Main Flowed z" to 2- " Aggregate From Pump Layer D 1.4 Z Ft. E 1 .1 6 l't. CROSS SECTION OF A MOUND SYSTEM F - Ft. G o s Ft. A Ft. F, 0 Ft. Linear Loading Rate= °!• • n GPD /IN FT 8 6 Ft. Design Loading Rate =p.39 GPD /SQ FT I 1 q Ft. J Ft. ' K 11 Ft. L B 9 Ft. W 3CD Ft. L - Observation Pipe 8 K A a-�- -- 8 - - -- --- - - - - -- ------=- - - - - -- = - - -- 6 _ _, Force Main - Distribution , Pipe Cell of to 2�• k aggregate Observation Pipe _ (Anchbr sec=ely) PLAN VIEW OF A MOUND SYSTEM - Distribution Pipe Layout Page S of -7 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of Iong turn or 45' fitting to a point within s i x inches of the final glade. Terminate the ends of the laterals with a valve cap or threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. - .7 7t F' 1 Cif (... pvC FbC we Lateral Manifold Lateral X x x x x2 I x2 x x x x Calera( Length — Lateral Length — p Distribution Line __O ftu S ?VC wSZC� "pat') o -- P 3 3 Ft. Hole Diameter 1 / 6 Inch S 3 Ft. Lateral Inches) X ' � Inches Manifold Z- Inches Force Main " Inches # of holes /pipe 11 Invert Elevation of.Laterals -4Z Ft. PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS • PAGE OF 7 VEL17 GAP . ti C.L VENT PIPE WEATHER PROOF APPROVED LOCKING MANHOLE 10' FROM DOOR, JUIJCTIOAI 80X • COVER WITH WARNING LABEL WINDOW OR FRESH IYMIU. AIR INTAKE I GRADE I ALI �Z l d � I `i' MIiJ• � � I9' i►uu. COIJDUIT -- ta'MIN. - -- -- -- 11� IULET PROVIDE _— • r AIRTIGHT SEAL I (I v APPROVED JOIIJTf A Tank Co shall comply I I APPROVED JOIJJTS with COMM 83.15 and COMM 83.20 I III I (I ALARM 0 �I 11 . I I I i O N C I . 1 GLEV. FT-- PUMP —�, "� ` OFF D E - L v • S .00 ! CONCRETE BLOCK 3" AVPRoVEa • RISER EXIT PiCRM!?EE0 OULy IF TANK MAJJUFACTLIKER HAS SUCH APPROVAL g SPECIFICATIOMS DOSE _ TANK MANUFACTURER: w IJUMBER OF DOSES: 5 PER DAW TANK SIZE: S(D GALLONS DOSE VOLUME 1 ALARM _._P%Alt}LIFACTLIRI'rR• S ' S ' ���=� SL/3 INCLU01114Cs 4ACKFLOW: , �Z ` � GALLONS MODEL AIUM6ER: 1 O I taw C A- Z O WCHE5 OR L � GALLONS SWITCH TyPZ: L"1LCIJ{�Lf g =_? IIJCHES OR '42' 6 GQLLOUS PUMP MANUFACTURER: ^I Ll E C = -7 IJJCHE$ OR � � Z ' 0 GALLOLJS MODEL NUMBER: ` M E L4 0 D INCHES OR I bZ' Z GALLONS SWITCH TYPE: 1"\k 'ivTlt : -150 * '� .Y \ DOTE: PUMP AJJD ALARM ARC TO SE MIWIMUM DISCHARGE RATE 4/,!6Z_GPM INSTALLED OL! SEPARATE CIRCUITS VERTICAL DIF FERENCE OETWEEIJ PUMP OFF A1,I0_01STRIBUTIOU PIPE.. q. Z S FEET + MINIMUM ' NETWORK SUPPLY PRESSURE . , .. • . , 5� FEET �5 x 1. 3 + $� FEET OF FORCE M AIN X 3 ' S � F �OtLFRICTION FACTOR.— FEET TOTAL DtIWAMIC. HEAD = I $' bZ FEET - As per.'manufacturer • Z0. Z8 gal /in. Liquid depth PPrGE - F- - 7 M E40 Series 4/10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 N 30 Z 25 8 E Z 20 6 18.6z J _ F a - 15 J f0.. Y1.82 4 ~O 10 F- 5 2 0 0 O 10 20 30 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE t om' 1101 Myers Parkway, Ashland, Ohio 44805 -1923 ;. 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3326 7/91 Printed in U.S A };T Wi>:onsin Department ofiCommerce SOIL EVALUATION REPORT Page � of - Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County - r - (I I Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must S Z-21 ��( 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. t) -L4 - 1 1 3 3 b - Q S -2-0 p Please print all information. R viewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ( Property Owner Property Location ryW(J N\V 1. Z�) NUJ 1 /4�JE 1/4 S 30 T Z b N R 1 E (or W Property Owners Mailing Address Lot # Block # Su . Name ame or CSM# L.1 — I C.S r-1 V o 1- l 3 PA-G E 6 9 City State Zip Code Phone Number ❑ City [:]Village Q Town Nearest Road VtW FrrWl I k,I Sg0 I ( 1 LA Z6 -Zti -7 f. I �= - r V RLLL Y c � L., ` [K New Construction Use: Q Residential / Number of bedrooms 9 Code derived design flow rate 6 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _ I—D Leg O V LxTC 'ZZNO Lk3M L'r'L, Flood Plain elevation if applicable N . A , ft General comments and recommendations: i"'�pvti,� W cl 'y 7 ' �� ST1Z Lt33u170ki C-tTL - I '1 ) yV 0- U h-1 11 " U 1 =1 L a Boring # ❑ Boring ® pit Ground surface elev. D O -'� ft. Depth to limiting factor Z v 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 I 'Eff#2 1 0-7 ) O `1 m N/ 3 Z -Z� - Z.s'IVL qA. F-1 Boring # Boring © pit Ground surface elev. 10 Z - S fL Depth to limiting factor 19 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 O - 7 �O` iR -31 — 9 L I Z�bIZ rri'�ir Cg - • `; 2 - 1 -1 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD 130 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatu CST Number Arthur L- Wegerer O 1- 3 J 220254 Ad dress W e g e r e r Soil Testing & Design Service ate Evaluation Conducted Telephone Number 421 N. l-lain St. River Falls, WI 54022 Z- Z3 -0I 715 -425 -0165 Property Owner LV t'yG AjE7R Parcel ID # �Z-y - 0 3 6 - °1 S --2O Page Z of 3 Boring # ❑ Boring ® Pit Ground surface elev. 03 • S ft. Depth to limiting factor Z b 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 o - 1oti2 3t.� - s' I Z`� sbtit WV f- es - s •e - 7•5 Y!Z VIC. - s 1'c 1 Z �s b t� In f►- e s - . �I - �6 3 Z6 -31 lo�a- 6l6 - �S - - - . o • o F-1 Boring # ❑ Boring ❑ Pit Ground surface eiev. 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 Depth to limiting factor in. ❑ Pit Ground surface elev. it. D 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 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg1L • 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. SOD-8330 (R.6100) yer J PLOT PLAN Page 3 of 3 Scale ?P�MC -EL sD Yj13 , OZY= 1036 �S Zoo Do u oT UMPA ./ y ti D 2n� n +[ 5 ft"zM W1 �s r� 1 �o� co'o NL ,iO3.0 l30 01=- C-- LL . 10 Ll. q Z j '+ 6 010 M tf 2 _ - -.Z 1 o/V I-X - 103.0' : otv s �c L.TST fur UWL is 1po' F,�owt Mo vS Wr � u c �'n o►a S h.�,�. 2 -23 -W 715- 425 -0165 220254 O l - 3 � 0 CST Signature Date Telephone Ito. CST No. Job NO. ST CROIX COUNTY SI?1'1•hC TANK MAINTENANCE AGREEMENT AND OWNERSIlip CBRIVICATION NORM OwncrIBuycr a r tp GJa /1 er' K/� i s �i n 2 Mailing Address _2D 9 /k/.f� Property Address _ / - �3 5 C,T 4 , (Ycrification rcquimcd from Planning Mutt=t for new construction) city /State r a �� �[_ -- Pamei Idea0cation Number JJ WAL D MA CIZIPITON Property Location /, 56" V See. 949 . T2_N -RL_W. Town of P easarr f Va Ile Subdivision Lot ## Qxrtiiied Survey Map ff 92 Volume p age 3 7 I Wart--tnty Decd t# _ (3 14 / - i 9 Volume © Page # 23g . Spec house ❑ yes q no Lot lines idea6ftie ❑ yes ❑. no �'KS">_F W IN;T� NAI�IM - Iarp�operuscxnda�y� .�=Y�a�abdtrsaltmits oa<� of paanping oat tip sgrtic tank evtxy tf� pc�a��f�ime to handle wastes. Properaraimbcaanc:e CM affAd&c Smdiaa of the oct oonr ifieod4dby u Yiocasodpam�x Whit yom put.into the rystcm s.t strge fn (k waste q T , tb� P1°PatY owner agc>xs to tatimit to St Qn;z k,oa focm, tigncd by five _ownct and iy : ��' 1'] aaPl�a�t�trs�cLodplumbcraiPicxasodP���3�� (I) tfueoaditcarxstcwatcrfiisposalsps fair ism pcoper operating oondW0M ww0r (l) aft.cr kTCCtion and g 0f ,). >iu mptaictanicis Icss Iliac M full of kludge. YWC, cd f d by rea D the t ed r and tgitie W Onia fznt � PdVate Sewtgo disposal tpst�eat wi& tha Sunda & fo b u b3' Deptrtmast of Office and the gat � septic R>`soamcs State of Wisconsin.. cafion tyst� hub= maiahia�dnuxst 6e oompktod days of fire flare Y CI r expiation dat and>ctUrned to &c St. Cmix.County Zoning Office witirm 30 e. SK`I OF APP CANT /. / !J DATE OWNER. CEIMMCA.'IIQN X (we) ea"Y chit all ttat=� on this four ace tent to the best of my (oar) kaowicdgc. I (WC) am (am) the owner(s) of Bic y dcscriErcd about. by of a ty flood rooarded in �istcr of Dodds Office. URII OF A T PP CANT' DATE • • • • • • Any information that Is mis tgnrscated mity trslnl(in the sanitary I'cnnit WM Moked by the Zoning Dcpar tment. • • • • • • • • Indcede with (ldf'Wtica(toa: a ttnmpod warranty deod fmm the Register of hoods o(Iioc R dopy of the ocdiGod tmey map if tcfmaoe is made in the waaaaty dcod >P 03408/01 09:58 $715 425 9845 FFSB -RIVER FALLS 0002/003 MAR. 15. 2 V % 4UHM I l I Lt " IG P'KtX11L.K O �d . 155 FI1GE 2 STATE BAR OF WISCONSIN FORM 2 -1996 cm 9 KATHLEEN H. WALSH WARRANTY DEED REGISTER X D�I Document Number RECEM FOR RECORD This Deed zpv* belwesn Ha W , tasrRaa and g,bba 10 -IB-M 11:30 iMl Kral, a /k /a Ebba D. Kral, a /k /a Ebba Dr. xral VARRANTY me UERY I i & CRT COPY pm: at�d d P. W or an +Kri COPY FEEL -�-_ �'- '__ ---��! �r+►ivorshin Mari TISM FEES 149.70 RECORDIHO FEE: 12.00 PAGES: 2 Gtaprcc. Cirw=, for a valuable consideraOm conveys and wartam t o Chw tee the followirig described real estate in St. Croix County, State of Visoonsin; Sea Attached Rd%otdiai.4ren gn -TO TI-tLe C7Nf �- 1036 -95 -100 i�c�l Tdepdfimdau Nwnber (F1N1 T118 im homestead property, 00 (is aot) ftoF ons to war:a wes: vsomats, rcadwaya and rastalCtiotis of raeord Dated this jQrz day nf I __ 03-/08/01 09:59 $715 425 9845 FFSB -RIVER FALLS 0003/003 MRR. 5. EMU y= 410FiM I 1 i Lt. urn r•Kr- n.Lr -K 0! 1550PAG.2 i i OT YOUR (4) OF CERTIFIED SURVEY MP F=LED IN VOL�13 OF CERTIFIED SURVEY ma Obi PAGS_3679 AS L N SR 605978, DZZNQ A PART OF TS$ NoaxxKAST (Ml /4) OF THE SOIITIMST QOART$z (SM 4) lu+1D PART OF MM NORTAWEST QUARTEP- (l1MJ4) OF Tgz SOUTMgT Q9ARTM (SE1 14) OF SECTION 30, TOWNMP 29 N08TA, RANGE 17 WEST. i Submit to non - enforcing WISCONSIN ADMINISTRATIVE BUILDING State of Wisconsin municipalities for new 1- PERMIT APPLICATION Safety and Buildings Division and 2- family dwellings (Wis. Stats. 101.63 (7) & 101.65 (3)) SEE INSTRUCTIONS ON BACK OF SECOND PLY Personal information ou provide may be used f n purposes. [Privacy w 1 y p y u d or secondary p rpo s. [ rt acy La 15 04( )(m)] PEIIT.'I'LI. y y �Y Last Name First Name Middle Initi ' \ / p� Street Ad ress i City State Zip Code ' Telephone J( cl} d e r zY llkllql, '01 Building Address Subdivision Name Lot # Block # Legal Description Parcel No. J 1/4, , 1/4, Section j T PRO.1C'I`TPE,, DrI1 Family J CR� Forced Air Furnace ❑ Radiant Baseboard or Panel ❑ Heat Pump ❑ 2 Family ❑ Boiler Central AC ❑ Other: 3 ENERGX S ®ICE Nat. Gas L.P. Oil Elect. Solid Solar Space Heating ❑ ❑ ❑ ❑ ❑ Water Heating ❑ ❑ ❑ ❑ ❑ ❑ #, CONSTRiC'TIUN TYpE S "FUUND'ATION r.. JK Site Constructed IRConcrete ❑ Masonry ❑ Treated Wood ❑ Manufactured ❑ Other (specify): 6. AREA = 7.: ESTIMATED BUILDING COST = Living area = Square Feet $ I vouch that all the above information is correct, and understand that the issuance of this permit is for administrative purposes only. I understand that onsite construction inspections will not be performed by the municipality, but that the Uniform Dwelling Code, Chapters Comm /ILHR 20 -25, still applies to all new 1- and 2- family dwellings and must be complied with. I understand that the issuarlpe of this permit does not relieve me of compliance with other applicable codes and ordinances. Applicant's Signature Date Signed MUST BE COMPLETED BY THE MUNICIPALITY BEFORE FORWARDING PINK PLY TO THE STATE DIVISION OF SAFETY AND BUILDINGS ISSUING JURIIICT'I Q Town ❑ Village ❑ City ❑ County of 4N MUNICIPALITY NUMBER: FEES; of Dwelling Location. c' PERMIT ISSUED BY:.' DATE ISSUED. - 30 SBD -8254 (R 4J99) 0. a 3gl O O i o a 3� � a �' s - APPLICANT `f INSTRUCTIONS The owner, builder or agent shall complete and provide all required information on the application form down through the Signature of Applicant block. This data is used for statewide statistical gathering on new one- and two- family dwellings, as well as for local administration. Prior to submitting this application to the municipality, obtain any necessary sanitary or zoning permit from the county. After completing this application, submit it to the local municipality having jurisdiction. Plan review or building inspections will not be performed by the municipality. PERMIT REQUESTED: i Fill in building address. • Fill in legal description of lot, subdivision name, lot number and block number. PROJECT DATA: • Fill in all numbered project data blocks (1 -7) with the required information. All data blocks must be filled in, including the following: ------------------------------------------------------------------ 1. Type - Check only "1- Family" or "2- Family" if that is what is being built. In other words, do NOT use this form if only a new detached garage is being built, even if it serves a one or two family dwelling. 2. HVAC Equipment - Check only the major source of heat, not any supplemental sources. Mark central air conditioning if present. Only check "Radiant Baseboard or Panel" if there is no central source of heat. 6. Living Area - Include any finished area including finished areas in basements. For two - family dwellings, include total combined areas. 7. Estimated Cost - Include the total cost of construction, but not cost of land or landscaping. SIGNATURE: • Sign and date application form. ------------------------------------------------------------------ ISSUING JURISDICTION - This must be completed by the AUTHORITY HAVING JURISDICTION. Check off MUNICIPALITY STATUS of issuing jurisdiction, such as town, village, city or county. Fill in MUNICIPALITY NUMBER OF DWELLING LOCATION. If issued by a county, indicate the specific municipality number where the dwelling will be built. Fill in name of person issuing permit and date building permit issued. PLEASE FORWARD SECOND PLY WITHIN 30 DAYS AFTER ISSUANCE TO (You may fold along the dashed lines and insert this form into a window envelope.): Safety & Buildings Division P O Box 2509 Madison, WI 53701 -2509 i act- of 2 1099 i I r ' W Ty ` z z to z m r w .r. o0 0o m > D `: `° `O > z BEARINGS ARE REFERENCED TO THE m o � W z -i �� NORTH - SOUTH 1/4 LINE OF SECTION o rn �� -� 30, ASSUMED TO BEAR N00'20'26 "W Z �D �D " bo r -+ , rn � ()o � o - N i - � f*1 Q G'1 .O � O N o o v o0 o z �2 `q� � m o m Q �� �Qd �;DD c ° Ob o < r o w w p \\' r� z N ►~ 0 0 "'1 `� \ tJ O 0 O m z OD z ul . w V! 00 O .n v Gi• y NORTH - SOUTH 1/4 LINE w��'�� 2s '9c� �`; 2� o m r0 S. �.. N C C N00'20'26 "W q � 6 NOO'20'26 ° W m io17.40 o b 3951.33' n 000 aoo � ') '� -A14 �v tYjI� !vim c� s, c � .. 'A O OD m 0 C n� � ti V Gi p.,n p.�p�D '= J 00 0 c qj co cn �n ca 91 4� rn 9 o z u' + a .nx *r .n c, O� c �°� c ? cn o; �p y b y ►� En E" En to t to cn N o m y w ' ,`.' - i ce O� N 00 C:b 2 < m ~ v r [� P to n t11 -b "/ rn ° � N t -s „ °4 1 0 � a- y � �� � .o�� 410• czi o c ke i:90t�' ti O C Y Cam] l,�bl z z z z zz 0 M r - , va. cn .° r �' s ti t• O ty a £ yfs X97 o� b O N N" 0 N� O —1 v -r L! c% b y aj N oo Ln c' O u1 O N O► �• y 0 O r' w c ui t - � tri t7 I \ �. b '*x7 a in twin. ri ". rn i ' �! m -i r �' \ ^� bV r- Its "� y r ri m m = 1 m Z o tj (A w orn w ow i 0 0 VN O � N o ;o z o w. o o v rn w zo hy -la C 0 V m z C) Ln rn t-4 z in oN z vhy qlo N� N D N 2 Iz �� co C) O C4 ;v O c 0D _ U n \ O rn V 00 r v CA 0 O r D r NN N m v 1 V q,) 4 ^� N N V) \ m 0 m O m �o - o r*i r � o �� �• L o - o m o `� 5 0 x C m Ca � o zzzz zazz m �� �� 0 0 0 �N Z �z z w N ()I tJr w �! \ \ P D N -1. . Q W �~C rr, z ' a mo m -nc� nb g g O 'b o w r �,; ~ S00' ?_9'38 "E 550,48' n o N C . p z z r'' rn m m rn m m m z rn <S00'29'42 "E) o m �z m Z C 4 2 z z z z z z z o \ rn( m --i I D rn �► m UNPLATTED LANDS D o v� rn N .9 rw3 N N '� to m OWNED BY OTHERS D m �' n w o w w Nw Z 0 , v to N . w to {. z ci m m THIS INSTRUMENT DRAFTED BY MI CHAEL ERICKSON JOB NO. 98 -71 DATE: 5/21/99 onsin Ni4 Department of Commerce SOIL AND SITE EVALUATION of Safety and Buildings Page � of ureau of Integrated Services in accor ca Wijh,s. R 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 d�'Iches siz�l,Plan mint �� County include, but not limited to: vertical and horizontal ref p ence point (Bi� OrelOq� and � C � t` percent slope, scale or dimensions, north arrow, an Iq tion and distance to'rlearest roe d Parcel I. D. # APPLICANT INFORMATION - Please p ` T ry,,lqp _oll inforsltta q � ed b Date Personal information you provide may be used for seconda es (P 15.04(l). ( v l 7 '7S Property Owner Prgpe Location CC3� Q- 2 t" � ✓� `' % .'.. Gb .Lot Aj �.t/ 1/4 � 1/4,S O T $ ,N,R 7 E (or) Property Owner's Mailing Address Lot # ; B!Gk# Subd. Name or CSM# /3 c t w laf City State Zip Code Phone Nu ❑ City ❑Village Town Nearest Roa R ►u-e� ,cells I eve IV? W New Construction Use: [[residential /Number of bedrooms 3"/' /' Addition to existing building Replacement ❑ Public or commercial - Describe: Code derived daily flow QC� gpd Recommended design loading rate — y—bed, gpd/ft _, e_ h, gpd/ft Absorption area required - 15'0 q _ bed, ft trench, ft2 Maximum design loading rate --L5 bed, dJft • 9 9 9P _— trench, gpolfl Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design /site considerations 0 C> YA+0 , h 1 7 Z � �r i � Parent material '/ &- I ct e , i Flood plain elevation, if applicable It S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system 1 ❑ S u I s❑ u ❑ s 19 u ❑ S a u ❑ S ❑ s Ice u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench 0 7..s' 3/ S Ground elev. C 9ft. Depth to limiting ; factor �in. Remarks: a��a`-J sX /S crie c ,Seck e&lec)G, Boring # 1 0- 7 r /t may k jyx • y , b >n� s t �3 �o /(� Frzz MR � Ground elev. Depth to limiting f ain. Remarks: G •e. [O L%j rr / t S C r'eci -eS ed roc - CST Name (Please Print) Signatur Telephone No. 7� =� y 7 Address ` ' Date CST Number Y` SOIL DESCRIPTION REPORT PROPERTY OWNER �–� f�(�O _ Page J__ of PARCEL I.D.# Boren # Horizon Depth Dominant Color Mottles Structure 2 g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench Ground — r f elev. Depth to limiting factor in. Remarks: (j (o (.j �/ • � /. S re U � e rO C �� Boring # Ground elev. tt ' Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # ....'f..,, Y........,....: Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. , Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) PROPERTY OWNER —r S�2rJ _ SOIL DESCRIPTION REPORT Page of _ PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench _s f o — — 3 v►-� � r �S .► ;,, �✓, 0 r'� fo � S c �.� Yf iCC 6 1'VI -F c C S t - '- e: Ground _ _ r--- r elev. 16 10, q�ft• , Depth to limiting factor _ Remarks: 13 z (O LJ ! / S C re v st rOC . Boring # Ground elev: tt. Depth to limiting, . factor in. gemarks Horizon- De Dominant Dominant Color Mottles Structure GPD Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # ' C1 Ground elev. ft , Depth to limiting factor " in. Remarks: `Boring # Lj Ground ,elev. I i Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) o a ♦ IV G •O M Z ekv. /Cb d" t -ant e C�r�{wr• gg�,z.t1 no will s � P _ .,_ _. _ c. r; + 1` 40. I s L• p t . aM �DAZ ♦(3L i 3