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HomeMy WebLinkAbout032-2127-90-000 nui0 3'c d �1 0 it 0 CD Cl) 0 Z owoo Cl) o c O `° w O CO a 07 [ N O O N C CL 00 p p n m -{ o ' � . Ul O 0 CD ' � H H 70 0 ►+. m cn Z D m a D 3 O c _ m °)° z m c O o o �r a 000 �r 0 : cn CA C4 IQ w� @ y CL C7 7 y I z 0 O D D o CD 9: O n m ° N• CD m � c CL x m .. 0) 7 O n n 0 A 2 0 ?. Z o m M m e CD CD - Z B a ° o co CO Z C Ul I c " I S m D ..o - a CL N w a N m n CD N p S� N C 01 N n Z O d fD SO p d CL (D N N f � C 3 Ry 0� `. v S m A. O U 3 0 (� Or N S (�D C- W O. fi O O '' A 3 OO O CL m O O N f = A 0 CD aQ a c 0 ~ a CL PLOT PLAN •Page 3 of - 7 Scale 1 "= L)O' — 'ZM - e - L 4 00. (zI ' 0'1 MINI L 1 ki CE ) Pryt - pZ4jE , -- ►` z4 - j�Z :101.4 6 c� of STEEL,_ FEKv dz n S-r S u 66 �ST� w C.� w _ k � zo' oF (4'(PVC I 0 J J Do r t oT CaKill fl�-� o � � � � �S'lU� L3 T1�•t s &.3 � s� \� 9 S ' 3 /Z Z 6 0 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 /tt0o gallon capacity manufactured by wkk�"M �M eOMe2 t - Pzo�uc� - 4. Bench marks _ SEA t�oVF �. Divert surface water around system to prevent ponding at the uphill side. r Wiscon*A Depa Intent of commerce PRIVATE SEWAGE SYSTEM OVYCroix Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) ��Wvff No" Personal information you provice may be used for secondary purposes (Privacy Lfw. =.15.04 (1)(m)). ittl�er's Name: ❑ City �I� :Ship State Plan IO No.: CST SM Elev.. Insp. BM E ev.: BM Description: Pa�c,� T`72c N!? -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPA STATION BS HI FS ELEV. Septic _ I bOU L S o Benchmark p /O d A Dosing . C 5 Z o b S 6 3 Bldg. Sewer 2_ Z. HWc1 O/ Ht Inlet 13 112 fl. S TANK SETBACK INFORMATION St/ Ht Outlet I --s' . " �� TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet 13- q 9 , Z Air Intake Septic y Z 3, NA Dt Bottom 4; Di y ��' (� NA Header / Man. _J Aeratlo NA Dist. Pipe 3, H Bot. System 1 Z PUMP/ SIPHON INFORMATION + 5 /. Final Grade Manufacturer Demand Model Number D V. N '&M f LIP I TDH Lift ? Frictio Syste TDH Z Z , �Ft : d- Loss , Forcemai n Length k-( y ✓ Dia. Dist. To Well SOIL ABSORPTION SYSTEM BED /TRENCH Width Len No. Of Trenches PIT No. Of Pits Inside Dia. id Depth D IMENSIONS I Manu adurer: SETBACK SYSTEM TO P / L BLDG , WELL LAKE/STREAM AMBER r: INFORMATION Type Of OR UNIT r System: — DISTRIBUTION SYSTEM Header / Mani old Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake t t / I/ Length e Oia. Z Lengths Dia. � Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx S �YeSC] ffo Yes xx Mulched Bed /Trench Center Bed / Trench Edges To soil ❑ ❑ ❑ No nspec wn 9 p� / COMMENTS: (Include code discrepancies, persons present, etc_ Location: 530 164th Avenue, Somerset, WI 54025 (NE 1/4 SW 1/4 9 T30N R19W) - 0930191141 Wagner Estates -Lot 13 1.) Alt BM Description � %w ' -P ° r'9 kf a w °t'1 a; P '- 2.) Bldg sewer length = 23 ' � � $orgy o 4rj W<<g �r�s /(k" - amount of cover =>v_s � 1 .,f- l e" 6 ')(A* we Af 4 - i--Af 3.) contour= �. t(�r= z �Glu rr fn/ �"/ Ked !7 Plan revision r wired? 0es No Use other side for additional information. /J Oat Inspedo� ig tur Cert No SBO -6710 (R.3/97) / [/, ? _ Q p, �� �•y(�� �e;(�(,(//�. 3 9 S- ��3d , �b Lf AA)& Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 14 sconsin Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State Sanitary Per umber ❑ Check if revision to previous application State Plan 1. 2Z D. Nu�r 5 — F o t 64(2-7- I. Application Information - Please Print all Information Location: Property Owner Name Property Location qq 0, / T364, R ) (or W Property Owner's Mailing Address Lot Number Block Number Ll 83 c I T�� ,7t?,' 13 City, State Zip Code Phone Number Subdivision Name or CSM Number 174 / 65) )V39- 73 II. Type of Building: (check one) A-S Py sw ❑ City 1 or 2 Family Dwelling -No. of Bedrooms : k-,4- p++5. ❑ Village ❑ Fublic/Cortunercial (describe use):_ ,Town of ❑ State-gwned Nearest R ad I ^An r / / l (D u Sa�C Paz Num r( _ D 0e) III, Type o Permit: (Check only one box on line A. Check box on line B if applicable) !?. A) 1. Aq New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System B) Permit Number Date Issued ❑ A Sanitary Permit w as previously issued IV. Type of POWT System: (Check all that apply) A —(em ❑ Non - pressurized In- ground Mound ❑ Sand Filter ❑ Constructed Wetland • Pressurized In- ground 2 Holding Tank ❑ Single Pass ❑ Drip Line • At -grade ❑ Aerobic Treatment Unit 4 Recirculat�g O r: V. Dispersal/Treatment Area Information: 0, ' 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. App ' ion 5. Pxrcolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /s . R.) (Min. /inch) Elevation 75 m VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ VIII. Responsibility Statement 1, the undersigned, assume responsibility for installation of the S show n the attached plans. Plumber's Name (print) Plumber' gnature (nos ps MP PRS No. Business Phone Number ZY a rk 0 3s 7 1.1 Plumber's Address (Street City, State, Zip Cod ) IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) RApproved ❑ Owner Given Initial Adverse Surch ge Fee) o Determination T - 3 2 5 uwe -', 2001 X. Conditions of Approval /Reasons for Disa pproval: i A-1 l t.'� - � I eve une uJES I �De s�vtc,do R , 6) .1.. o�,�A 101, o � '(0�o . 0 �► l� s �'farX' S wtd 44 v1A(� t a.ttited� 1 . n A cr s tnn �✓� � SBD -6398 (R. 07/00) Safety and Buildings v 4003 N KINNEY COULEE RD LACROSSE CR SSE WI 54601-1831 31 ,' TDD #: (608) 264 -8777 visconsin ry �, .,a www.commercew __ ;, t , � www.wisconsin.gov De of Commerce - e p x f Scott McCallum, Governor Brenda J. Blanchard, Secretary May 22, 2001 CUST ID No.691727 AM. 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 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05122/2003 Identification Numbers Transaction ID No. 642248 SITE: Site ID No. 629789 SITE ID: 629789, TIM & MICHELLE BUTLER Please refer to both identif�aation numbers, ST CROIX COUNTY, TOWN OF SOMERSET; 164TH AV above, in all,correspondence with the agency. NE1/4, SW1 /4, S9, T30N, R19W LOT: 13, SUBDIVISION: WAGNER ESTATES FOR: DESCRIPTION: FIVE BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 792557 I 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 Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01101). • 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 manual, and section VI of the pressure distribution component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • 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. • The changes made to this plan on 5/22/01 by this reviewer were acknowledge and approved by the system designer. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. I ARTHUR L WEGERER Page 2 5/22/01 • A POWTS Maintainer and Septage Servicing Operator as established in Comm 83.52(3) must be designated prior to the issue of the sanitary permit. • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). In addition, the owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. 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 stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 05/08/2001 191 FEE REQUIRED $ 175.00 -9 4 FEE RECEIVED $ 175.00 Charles L Bratz BALANCE DUE $ 0.00 POWTS Plan reviewer II- Integrated Services (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM cbratz @commerce.state.wi.us WiSMART code: 7633, �! Safety and Buildings n 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 �-� . �� TDD #: (608) 264 -8777 N visconsin `�' ' � " d �vw•�mmercestate.wi.us/sb ,.nt11 www.vAsconsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary May 22, 2001 CUST ID No.691727 ATTN.� 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 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/22/2003 Identification Numbers ' Transaction ID No. 642248 SITE• Site ID No. 629789 SITE ID: 629789, TIM & MICHELLE BUTLER Please refer to both identification numbers, ST CROIX COUNTY, TOWN OF SOMERSET; 164TH AV above, in all correspondence with the agency. NEIA, SWIA, S9, T30N, R19W LOT: 13, SUBDIVISION: WAGNER ESTATES FOR: DESCRIPTION: FIVE BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 792557 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 Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 101). • 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 manual, and section VI of the pressure distribution component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • 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. • The changes made to this plan on 5/22/01 by this reviewer were acknowledge and approved by the system designer. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. ARTHUR L WEGERER Page 2 5/22/01 • A POWTS Maintainer and Septage Servicing Operator as established in Comm 83.52(3) must be designated prior to the issue of the sanitary permit. • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). In addition, the owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. 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 stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 05/08/2001 /�� `���� FEE REQUIRED $ 175.00 1lCJ FEE RECEIVED $ 175.00 Charles L Bratz BALANCE DUE $ 0.00 POWTS Plan reviewer II- Integrated Services (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM cbratz @commerce.state.wi.us "WON& �.. .�'. ' TITLE SHEET Page of 7 FOUND SYSTEM FOR A S BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10691 -P and the Pressure Distribution Manual SBD- 10706 -P (N.01 101) (N.01 101) LOCATED IN THE 1/4 OF THE SW 1/4 OF SECTION 9 ) T 30 N, R Lcj W, TOWN OF 1 Ca ME- Z.S t VX COUNTY, WISCONSIN. LoT- t - GUS -��L - INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM HA NAGEMENT 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 PUI•iPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE RECEIV PREPARED FOR MAY - 7 2001 --I m -ffNt M tCWELL BU -L E.R --�_ AFEIY & BLDGS DIX PREPARED BY WEGEFtER SO X L . TEST S NG AND. DES G;V ST_=FtV I CE P.O. Box 74 421 N.�iain St. River Falls, WI 54022 Phone 715 -425 -0165 Fax 715- 425 -6864 a C07'YV$� � : •+ 4 � 4 0 wrra L - S WEiie'HF.A Z 51110 P si�swoaTH wrs. CmMonafly APPROVED , :y I c � 0"MINNI g OF a JOB NO. �I�SS 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. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be leaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter 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. Xan effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees 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 weath installations (October - February) dictate that the mound be heavily mulched for frost protection. er Influent quality into the mound system may not exceed 220 mg /L BODS, 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 RaQ-40 g � 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 62 S T - LX The system installer at Ut WROPUN TheN tank manufacturer at B0Tg 3ZS - a LLS 6 AJLQ - The effluent filter manufacturer at 800 2.ZI - S7(1 The pump manufacturer at 63o - g'ZC) - LI GOUL PLOT PLAN Scale I"= l) p ' Page 3 of - 7 (9 Z3 -1 - a _ !Dq .4 S Oki 'NF of S`iEff L FEY�j ai�' Po s-- SUGGeS p w X26. L[)e � ia- ��� z ZO' OF 1 6' f PV C i0 J �VS'OFZ"PUC F."-r. J � `�� S S . I G ` 10 L- -_ \ o 120/ I 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 t 8o0 /uOO gallon capacity manufactured by Vv \k"S�M C'_o1V C2 Pi?-0L�Vc�-S �J1 - elz 4. Bench markS S. Divert surface water around system to prevent ponding at the uphill side. Page Of 7 i Approve Synthetic Covering AST.H C33 Distribution Pipe Medium Sand Top " jG To p - -- F E1 =r 0,bO 3 E , b \Z % Slope Distribution Cell of Force Main Flowed z" to 2- Aggregate From Pump Layer 0 0 -bV Ft. E 2 -Z Ft. CROSS SECTION OF A MOUND SYSTEM F o.8 Ft. G O.5 Ft. A 9 Ft. H 1.0 Ft. Linear Loading ' Rate= GPD /LN FT B 8 Ft. Design Loading .Rate= GPD /SQ FT I `� Ft. IT J Ft. K 1 Ft. L 10 (o Ft. L U -Observation Pipe 6 K Ao------ 1- - - - - -- --- - - = - -- -------- - - - - -- --- - -- ._� � _ _ _ _ _, Force Main Distribution Cell of z to 2 Pipe aggregate Observation Pipe (Aachbr securely) i ~ PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout page S of 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 long turn or 4f° ftdng to a point within six inches of the final grade. Terminate the ends of the laterals with a valve,:threaded cap or . threaded plug. Provide access from final grade for the valve, threaded can or threaded plug. PVC FuC Lateral Manifold pv C Lateral x x x x x!2 x!2 x x X x Lateral Lenoth — Lateral Lenplh — p Oistri6utian Line PtC ZQS SOX --0 hrr1J\FJuz S PVC F=oQC� yt� _ i o -- P • Ft. Hole Diameter t / S Inch - S 3 Ft. C3b) Lateral n Inches) X 3 6 Inches Manifold Z- Inches Force Main " 2 Inches # of holes /pipe VV Invert Elevation of- Laterals 1013 0Ft. - Combination Sept,3.c; Tank and PUMP CHAMBER CROSS SECTIOIJ AMD SPECIFICATIONS ' PAGE OF 7. VEIJT CAP WEATHER PILOOF JU►JCTIOIJ BOX . ti C.I. VEIJT PIPE APPROVED LOCKIIJG 110 1 FROM DOOR, MA)JHOLE COVER WIIN wA 1 L100W OR FRESH RN NG Lt�`�EL ALP, IUTAKE cor�pulr ti ' (^IN1�jH•� •�� � I ILI L E T i" ' PROVIDE AIRTILHT SEAL I I 8 AS =F��S • ^, 7 I I Approved r-wlrft A I Approved Joint if/ I IC I J . 0 int w/ PVC pipe A — �O0 ALARM PVC pipe b I iI i — T I om C I I g_2 " f I LLCM. T. __� PUMP —� OFF 1%. p CONCRETE 8- 6.OIJ� 5LOCK ti RISER EXIT PERMITTED OKJLy IF TANK MA)JUFACTUREIL HAS SUCH APPROVAL 3 "AFPRo.t<D BFOt�: �4 SEPTIC F SPECIFICATIOUS DOSE TANK MANUFACTURER: NUMBER OF DOSES:_ p[:R DAB TANK SIZE : k l Q�0 GALLOWS DOSE VOLUME z ALARM MANUFACTURER: S`S' S `t,%TI�4 S INCLUDING BACKFLOW: E35• GALLONS Mo E t r3 I 11k.) 2 D L ►DUMBER• CAPACITIES: A. X INCHES OR 5-> 12 GALLONS SWITCH TYPE: — MQ\ �LI B= Z I N CKWOR S / Gy LLONS PUMP MAl1UFACTURCR: Gow -bS C= IL UCHES OR GALLOIlS MODEL NUMBER: 3S�•3 INCHES OR GALLONS SWITCH TYPE: �� ��E!' 1JOTE: PUMP AND ALARM RE TO 5L 3 MINIMUM DISCHARGE RATE 3 '4- 44 GPM INSTALLED pIJ SEPARATE CIRCUITS VERTICAL DIFFEiLENCE BETWEEU PUMP OFF AND..DISTRIBUTION PIPC.. 3 FEET + MImI!"LUM NETWORK SUPPLY PRESSURE ; -50 FEET <�j_Q mil + FEET OF FORCE 11AIN X Z. S 1 F j � 100 FLFKICTIOU FALTOR_. T FEET TOTAL. D!JUAMIC HEAD = 2 '01 FEET As per manufacturer ZS, yS gal /in. Liquid depth 4/3'� Goulds Submersible _ Effluant Pump 38 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. dry without damage to heat transfer. ■ Motor Cover: Thermo las- • Holmes systems components. tic cover with integral handle A for automatic and • Farms Motor: manual operation. Automatic • EPO4 Single hose: 0.4 and float switch attachment HP, • Heavy duty sump g p . H models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, Float Switch assembled and ■ Power Cable: Severe duty RPM, built in overload with • Dewatering - preset at the factory. rated oil and water resistant. automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURE heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction. Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo - • Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING 3 /4' maximum • Power cord: 10 foot with pump out vanes for �—, • Capacities up to 55 GPM. standard length, 16/3 SJTO mechanical seal rotection. ' otal heads: up to 24 feet. with three prong grounding p SA Canadian Standards Association ■ EP05 Impeller: Thermo- Discharge size: 1'/2 NPT. plug. Optional 20 foot plastic enclosed design for (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with improved performance. end in "F" or "AC ".) rotary/ceramic- stationary, three prong grounding plug BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 • Capable of running dry without damage to s 30 components. I ¢ Pump: EP05 $ z 2sFr I is -- — t--- -- . • Solids handling capability: c 7 W 25 z.. Y, 7 i 3/" maximum:' • Capacities: up to 60 GPM. X s 20 ` • Total heads: up to 31 feet. 2 ! I Discharge size: 1Y2" NPT. > 5 a4 °� Mechanical seal: carbon- rotary/ceramic - stationary, a 4 15 BUNA -N elastomers. o I EP Temperature: ~ 3 10 104 °F (40 °C) continuous EPOa 0 0 140 F (60 C) intermittent. 2 - 1 5 0 00 10 20 30 40 50 GPM n 0 2 4 6 8 10 12 m . CAPACITY ©1995 Goulds Pumps, Inc. Effective May. 1995 l AL , 9 3r }l r 1377 Wisconsin Department of Commerce ; 3 ! I REPORT Page 1 of 3 Division of Safety and Buildings in accorr ce Vwttf Comm 85, Wi:yt� tn. ode A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less than 8'Y {{A 1'f inches in `' must ,_.1 County St. Croix include, but not limited to: vertical and horizontal raference pa racoon an percent slope, scale or dimemsions, north arrow, n a distance to ne goad. Parcel I.D. 032 2127 - - 000, ID #9.30.19.1141 Please print all info ~_ 'tion. p ,.a r ke�wL Date r ,� Personal information you provide may be used for seco a%6urPosess(�4lvacyere�s70 ()). I . \ F Property Owner roperty Location Timmothy A. & Michelle M. Butler Govt. tot NE 1/4 SW 1/4 S 9 T 30 N R 19 W Property Owner's Mailing Address Lot # , - Black # Sutxf. Name or CSM# 4838 Greenwich -- 13 Plat Of Wagner Estates City State Zip Code Phone Number J City _j Village ej Town Nearest Road Saint Paul MN 55128 651 - 770 -2187 Somerset I Site Add.: 530 164Th Street 0 New Construction Use: Residential / Number of bedrooms 5 Code derived design flow rate 750 GPD J Replacement _f Public or commercial - Describe: Parent material Glacial Till _ Flood plain elevation, if applicable na General comments and recommendations: System elev. = 100.60' at 10" above 99.73' contour. a Boring # Boring ✓f Pit Ground Surface elev. 99.50 _ ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlftz *Eff#1 *Eff#2 1 0 -9 10yr3/2 None sit 2fsbk mvfr as 2f 0.5 0.8 2 9 -20 10yr4 /3 None sil 2msbk mfr cs 1f 0.5 0.8 3 20 -24 10yr5/4 None sit 2msbk mfr cw 1 f 0.5 0.8 4 24 -26 7.5yr4/4 None sl 2msbk mfi cw - 0.5 0.9 5 26-49 7.5yr4/4 f2d 7.5yr5/6 sl 2msbk mfi - - 0.5 0.9 ❑ Boring # j Boring ✓1 Pit Ground Surface elev. _ 99.35 ft. Depth to limiting factor _ 36:� in• Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft *Eff#1 *EfW2 1 0 -11 10yr3/2 None sil 2fsbk mvfr as 2f &m 0.5 0.8 2 11 -18 10yr4/3 None sil 2fsbk mfr cs 2f &m 0.5 0.8 3 18 -32 10yr5/4 None sit 2fsbk mfr cw 1f 0.5 0.8 4 32 -36 7.5yr4/4 None sl 2msbk mfi cw - 0.5 0.9 5 36 -58 7.5yr4/4 f2d 7.5yr5/6 sl 2msbk mfi - - 0.5 0.9 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS 30 < 150 mg/L * t = BOD < 30 mg/L and TSS < -0 mg/L CST Name (Please Print) Sign re: CST Number James K. Thompson --- 3602 Address A.C.E. Sal & Site Evaluations mate Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54620 5/16/00 715- 248 -7767 property Owner Timmothy A. & Michelle M. Butler Parcel ID # 032- 2127 -90 -000, ID #9.30.19.1141 Page 2 of 3 3] Ong # Boring Pit Ground Surface elev. _ 9 6- 06 ---- ft. Depth to limiting factor 30" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots T *Eff#1 *Eff42 1 0 -11 10yr3/2 None sl 2fsbk mvfr as 2f 0.5 0.9 2 11 -23 10yr413 None sl 2fsbk mfr cs 1f 0.5 0.9 3 23 -30 10yr5/4 None scl 2msbk mfr cw 1f 0.4 0.6 4 30 -50 7.5yr4/4 f2d 7.5yr5/6 scl 2msbk mfi cw - 0.4 0.6 5 50-63 7.5yr4/4 f2d10/ 2 scl 1 csbk _ mfi - - 0.2 0.3 F—I Boring # Boring ,J Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 Boring F-I # I Boring Pit Ground Surface elev. --ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *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 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 devartment at 608- 266 -3151 or TTY 608- 264 -8777. -- ice /,' e � Ioca�e��Orc� S 1'5.0 co ntour /of 13, cJa p n er F-3* S� Se c. 9 T. oie'<-"p a. C0 /. a, , 9.30. /9. S. "I I\�e '1/.377 MAY -22 -2001 0755 651 4388683 651 438 8683 P.01:01 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Ow tp�Al itke ( A. kj 4 Jeff Mailing Addr= 49 W ` Property Address 5 3Q 4 ✓ (Verification required from Planning Department for new construction) City /State �� v,�rsr„ ice; Panel Identification Number 6,3P-;Z1),7-9b-Q LEGAL D ESCRIPTION Property Location IL- el4, i e /., Sec. — T N -R-ft—W, Town of 5e>Mt?.t^Se_+ Subdivision N p� t�,�0. a ex k Lot # 13 Certified Survey P Ma # �- 'Volume "— Page # �— C� / . L . - -___- - Warranty Deed # T .� Volume Page # Spec house 13 yes 14 no Lot lines identifiable 14 yes C3 no kyll- 3m HARMN"CE Improper use and Mzkftaanceof your septic system could malt in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three yew or sower, if needed by a licensed pamper. What you put into the system can affect the fwaction 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 tk owner and by a tnasterplumber, j ourneymau phzmber, restricted plumber or a lieensedpun4xv verifying that (I) the on -site wastewaterdisposxl system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 full of sludge. h/we, the undersigned have read the above impirements and agree to maintain the Private sewage disposal system with the standards set forth, herein, as sot by the Department of Commerce and the Department of Neel Resources, State of Wisconsin. CmWleadon stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da year lion te. _ STChNA OF AP DATE OWN P, CERTIFICAT QN 1(we) certify that all statements on this form are two to the lust of my (our) knowledge, 1 (we) am (are) the owner(s) of the abo by virwArbf a warrant eed recorded in Register of De *OfEce. SIGNATt.lRh"s F Ap - DATE •** * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. " include with this application. a stamped warranty decd from the Register of Dec& office a copy of the certified survey map if reference is made in the warranty decd TOTrA- P.01 1565PAGE2 (2 STATE BAR OF WISCONSIN FORM 2.1999 634545 WARRANTY DEED KATHI. FFN H. WALSH Document Number REGISTER OF DEEDS ST. rRO.IX CO., WI This Deed, made between Not tingham Dev LL C_ , _ RECEIVED FOR RECORD b yGreg Johnson, its sole member, 12-07 -000 9:30 AN __ WARRANTY DEED Grantor, and Timot A. B utler a n d Mic M . Butle husband and EXEMPT N -- wi CERT COPY FEE: - - -- COPY FFE: TRANSFER FEE: 157.50 ` —' -- - 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 13, Wagner Estates in the Town of Somerset, St. Croix County, Name and Return Address Wisconsin. DAVID J. ESTREEN 304 LOCUST ST. HUDSON, WI 54016 032 - 2127 -90 -00 Parcel Identification Number (PIN) This is not homestead property. 04) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of November 200 Nottingham Develo m t, LLC Greg Joh , ' s sotVme ber AUTHENTICATION ACKNOWLEDGMENT Signature(s) No Development LLC, by G Johnson, STATE OF WISCONSIN ) its sole member, ) ss. _ County ) authenticated thi day of November 2000 Personally came before me this day of the above named + Kri stina Ogl —"— - TITLE: MEMBER STATE BAR OF WISCONSIN - _- (If not, to me known to be the person(s) who executed the foregoing - - authorized by § 706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attor Krist Ogla Notary Public, State of Wisconsin Hudion W 5401 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) " Names ol'persons signing in any capacity must be typed or printed below their signature. w.—I., P,otass —Is company. F-d m, Lac, vw STATE BAR OF WISCONSIN BM655 -2021 WARRANTY DEED FORM No. 2 - 1999 ti MAY,16.7001 4:5 HERITAGE_REALTY_MANAGEMENT_INC N0,9791 P, 1 `- STATE BAR OF WISCONSIN FORM 2. 1999 Document Number WARRANTY D EED This Deed, made between Nottingham Development, LLC, b reg Jobaso its sole member, Grantor, and _Timothy A. Butler and Michelle IV,[. Butl er, husband and wife, Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St, Croix County, State of Wisconsin (if more apace is needed, please attach addendum). Acording Area Lot 13, Wegner Estates in the Town of Somerset, St, Croix County, Name and Return Address Wisconsin, 032- 2127 -9x00 Parcel identifwatron Number (PIN) This is not _ homestead property. p() (is no() Exceptions to warranties: Easements, resttiietiotts and rights -of -way of record, if any. Dated this day of Novembe 2000 , Nottingham Deveto t, LLC .4. e T w Greg Johuao , so ■tember AUTHENTICATION ACKNOWLEDGMENT Signatures) Not Development, LLC, by Greg Jobasoa, STATE OF WISCONSIN ) - its sole member, ) Ss. County ) authenticated 1hiS � d y of �NAversber , 21100 Personally carne before me this day of _. the above named e K ristin& 0gland TITLE; MEMBER STATE BAR OF WISCONSIN to me known to be the person( who executed the forego1w. (If not, instrument and acknowledged the same. authorized by § 706.06, Wis. Scats.) THIS INSTRUMENT WAS DRAFT BY Attorney Kristins0gland - Notary Public, State of Wisconsin H udson, W1 5 4016 _ My Commission is permanent. (If not, state expiration date. (Signatures may be authenticated or acknowledged. Both are not nccessa7,) - * - Names of persons signing in any capacity must be typed or primed below thtir fipnulure. irjwvn atan prole"*n*a eemwn Fow dv Lac WAYA AIWTV hII $TATB BAR OF WISCONSIN 9004955 2 MAY lb. 2001„ 4: 53?M,..,,—, ,HERITAGE_REAITY_ MANAGEMENT _INC N0. 9791 F, 3 ' c Seller N0 pevQlop Lli "'�.., ' Borrower Tlrno &B or Pre d►slfe - u er ATTEST, secrewy►Tres l _ a �ttitti V UL°.1 LIV U U - III-^ Q r- N m v too- W o� .�- � � � � 0 r.- w 0 r J 9061 M„LS,Eb►.00S W x SL's ➢L>➢ Zt ... � . .. + .o9 soe v . :�::::::::::: N r :: I ....... + it • /� . / Q/ y / / J; si�ao� / z . ... g y.. LJ K J Qx s Q ' '� '/ / Q A 0 0 .... ...•Q.:...: ... A J ..... ...... / /4 Q w wW Z `\ / :a L z •N LJ / // CO WW / v / / / e - ; mo t+ / Q.� b< �. / \ :. . MY / 10 /: 1: f.. fa (� W: W �S r a• 2 . P 0 �' .:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.: : p Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 . Division of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code A.C.E. Soil &Site Evaluations Attach complete site plan on paper not less than 8' /z x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - Plea4s 1/� ;�`►n�at� 032 2034 - 113#930.19.606 Personal information you provide may be used fors hr. oiirposes ( rivacy Laws. 5.04 (1) (m)). Reviewed By Date Property Owner i " Prdperty Location Ga len Schilling, Buyer: Gre Jo nSoh Govt.',Lot NE 1/4 SW 1/4 S 9 T 30 N,R 19 W Property Owner's Mailing Address E Lot # Block # Subd. Name or CSM# 498 150th Avenue `' 13 Plat Of Wagner Estates City State ,CO'OF Phon ftm* ❑ City E] Village MTown Nearest Road Somerset WI 54W5 7$- :0173 i Somerset 50Th Street Z New Construction Use: Ri i '61 / Number of bedro9rhs 4 ❑Addition to existing building ❑ Replacement E] Public or scffbe Code Derived daily flow 600 gpd Recommended design loading rate •5 bed, gpd/ft .6 trench, gpd/ft Basal area required 1200 bed, ft' 1000 trench, flz Maximum design loading rate .5 bed, gpd/ft .6 trench, gpdfft Recommended infiltration surface elevation(s) 99.8' at 12" above 98.8' contour. ft (as referred to site plan benchmark) Additional design / site considerations Parent material Glacial till Flood plain elevation, if applica ble na ft S= Suitable for system Conventional Mound 7 DS ZU Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system L] S ® u ® S ❑ u 11 s ®u ❑ S ®u [:1 S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/ft Boring# Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ;Trench 1 1 0 -10 10yr3 /3 None is Osg ml cs 2f,lm 0.7 0.8 2 10 -21 I Oyr3 /4 None is Osg ml gs 1 fin 0.7 0.8 Ground 3 21 -30 10yr4/4 None is Osg ml cw if 0.7 0.8 elev 97.28 ft 4 30 -46 7.5yr3/4 f2d7.5yr5/8 sl 2msbk mfr aw if 0.5 0.6 Depth to 5 46 -56 7.5yr4/6 f2d7.5yr5/8 s Osg ml - - 0.7 0.8 limiting factor 30" Remarks: _ - - - -- - 2 1 0 -10 10yr3 /3 None sl 2fsbk mvfr as 2f 0.5 0.6 2 10 -17 7.5yr4/4 Non sl 2msbk mfr cs if 0.5 0.6 Ground 3 17 -34 5yr4/4 None sl 2msbk mfi cw if 0.5 0.6 elev 96. ft 4 34 -50 5yr4/4 f2d7.5yr5/8 sl Om mvfi - - NP 0.2 Depth to limiting factor 34" Remarks: CST Name (Please Print) Signa Telephone No. t e: James K. Thompson S- - 715- 248 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, 54020 5/8/00 3602 1232 PROPERTY OWNER: Gaylen Schilling, Buyer: Greg Johnso SOIL DESCRIPTION REPORT t2s2 Page 2 of 3 .PARCEL I.D.# 032 - 2034 -95 ID#9.30.19.606 A.C.E. Soil & Site Evaluations Depth Dominant Color Mottles Structure Gil Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. nsistence Boundary Roots Bed Trench 3 1 0 -9 10yr4/2 None sl 2fcr mvfr as 2f 0.5 0.6 2 9 -18 10yr5 /4 None sl 2msbk mfr cs if 0.5 0.6 Ground elev 3 18 -33 7.5yr4/4 None sl 2msbk mfi cw if 0.5 0.6 99.27 ft 4 33 -65 7.5yr4/4 U7.5yr5/8 scl Om mvfi - - NP 0.2 Depth to limiting factor 33" _ Remarks: Ground elev Depth to limiting factor Remarks: Ground 1 elev Depth to limiting _ factor Remarks: Ground elev Depth to limiting factor Remarks: 3� to-6 /3, /aZ o w a , �n eI- Es�z�es, T oI So,nerse 6, St - Crai r C.,, c ,,. 4 ■ Sai/ Dbsert/ie�:an /°% N 40' b1 ■ &,,cl, K- ►'la' S /opc 6.. -� = T o f M,L CLC fence Sh. ■ �IQ✓ = ioy98.�a 63 9 s /oaG 6� 8f 98.8 �Con�r' I �c�' * 423Z