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o r d o � M T �{ o fn y 7C x in Z O A A `C ty • ? <_ < C M W C O O& K 7 7 N N OD O O < N N N O. N N @ N O 0, ' 0 0 0 0 N N CD O O N t A c fD C C C Q° -w ' O 3 � _ q m T v D a e� CD fD co j y d N C O) C W C O O a O N N 3 p c ° �' D O O O .�.` Z W W= O w 0) CL N N O N 00 CD � ti < C x < CC CSS aQ y N CA N C O O `CD N G O m _ m I 3 m A w 0 D N CL N° D D oo o O c n� 0 o tV CD N �y CD O Oro (D 0O ��ff CD CD N c p Z N CD L� 7 O < ONO A z A fv o w 3 m 2 N Z I A Q N D N C O O Q. O p W CD 0 O O y y fi O A I m � v O N A ti Cn N O 0 b CD OQ O ti v► O o0 O CD O a O i ti Wisconsin Department of Commerce P fet8nd Buildings Division PRIVATE SEWAGE SYSTEM Cou nt:, Croix w INSPECTION REPORT GENERAL INFORMATION ATTACH T PERMI Sanitary Permit No.: ( O Personal information you provice may be used for secondary purposes [E rivacy Law, s.15.04 (1)(m)). 383829 Permit Holder's Name: ❑ City ❑ Village ❑ .Town of: Sta Plan ID No.: I Insp. BM Elev.: ' BM Description: P el Tax No.: 3 . Z• q3$. L t riirt t = CST 6 .PM"•- TANK INFORMATION E LEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 4� V yS a Benchmark 3.10 t `��( t 8. 2 , Dosing W2�: ��7 4.10 C l3s, z r Aeration Bldg. Sewer Holding St /Ht Inlet If. -q-D) CyZ �.`�0 °121.("Z r TANK SETBACK INFORMATION St /Ht Outlet )b,4t> r6.,) p .tp 92(• Zf t TANK TO P / L WELL BLDG. Ai intake ROAD Dt Inlet �6 12 '" Septic *> 5D 2 NA Dt Bottom +87 Z3•S • �,Lr Dosing �.s�. , 33 33 I NA Header /Man. Aeration NA Dist. Pipe 3�• Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade S 5 Manufacturer Demand Q+ Abe Model Number -So GPM * ,, , T Lift o`.-1 Lriction�� Syster%. %- TDH5<j• t \ oss H ain Length Dia. ti Dist. To Wel ABSORPTION SYSTEM BED/TRENCH Width r Len t / No. f PIT No. Of Pits Inside Dia. Liquid Depth D IMENSIONS �� D IMENSI ONS SYSTEM TO P/L BLDG I WELL LAKE /STREAM LEACHK manu SETBACK CH BE INFORMATION Type O . Mo a Num er. System: /hp�— n OR UNIT DISTRIBUTION SYSTEM �t 41 D . Lo Header / anifol N Distribut n Pipe(s)< ole Size x Hole Spaci g ent To Air Intake Length Dia. Length a. •D Spacing B 2 SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (include de discrepancies, persons present, etc.) Cm 1 Plow tCl) O .e( �• V tt ) 5 v Inspection # 1: /ol3/ d ( Inspection #2: &--:::�:- — Location: 262 St. Annes Parkway, Hudson, WI 54016 (NIA/1 /4 SE 1/4 24 T28N R20W) - 2428201361 Troy Village 3rd Addition - Lot 101 5) 1.) Alt BM Description = St (l&-� - Ne h6u Sot cep C ., �� p 040 P .. tz t 2.) Bldg sewer length= 2-0,0 - amount of cover � 111` 4- 3.) contour = T* • 3Z & S.. , A Plan revision required? Yes I� No U e r' or addit I inf rmbtion. Z S;$1 3✓g +�� vt7• '� - D e Inspector's Signature Cert. No. z b Z it/��s tr .j, 4.y Safety & Buildings Division 201 W. Washington Ave. . Sanitary Permit Application PO Box 7302 Vvi seansin In accord with Comm 83.2 1, Wis. Adm. Code Madison, WI 53707 -7302 Department of commerce Personal information you provide may be used for secondary purposes (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned. Attach complete plans (to the county copy only) for the system, o r t 8 -1/2 x 11 inches in size. County State Siauitary Permit Number ❑ Check if revis ' toffy" v'aPF ic4tiol:^ t e Plan 1. D. Number - 62 0 I _3v_39;. 9 s it I. Application Information - Please Print all Information X tion: Property Owner r wner Name I C / ° - ' P p ty Location 7 Y! A `� 4F I tZ l / , `l F I nR / ti 4 ✓ 1 /4, Property Owner's Mailing Address N m cR, ber Block Number �, ^/� /n� � / 1 �� ' Y f City, State Zip Code Phone 1 gtet division Name or CSM Number MIME Al ou 6 II Type of Building: (check one) ❑ City A- 1 or 2 Family Dwelling - No. of Bedrooms: ❑ Village ❑ Public /Commercial (describe use): X? Town of ,� p ❑ State -owned 4k D III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road-- -- no a A) 1. ANew System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) -7 System Tank Only Existing System a — 5 O B) Permit Number ❑ A Sanitary Permit was previously issued .36' IV. Type of POWT. System: (Check all that app - Icb iu • Non - pressurized In - ground C9' K $ y t WI XMound ❑ Sand Filter ❑ Constructed Wetland • Pressurized In- ground ` ❑ Holding Tank ❑ Single Pass ❑ Drip Line At -grade u � ❑ Aerobic Tre tment Unit 11 Recirculating ❑ Other: 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 � f Proposed � � Rate (Gals. /da�. ft.) (Min. /inch) ?3 6 S Elevation V _— I � VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete strutted �j Tanks Tanks VII Responsibility Statement I, the undersigned, assume res on ibility for installation of the POWTS shown on the attached plans. Plumbe 's Name (print) L _ Plumber' ignature st ps): MP/ No. / Business Phone Number Plumber's Address (Street, City, State, Zip Code 6 (-(- 5 1k.., O / ' VIII County /Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Sur l arge Fee) 4 t Determination 4P 3zS• �Z — 1 Z� IX. Conditions Conditions Approval /Reasons for Disapproval: / /� AK &ppIt c •�fQa 5¢�d� W.+ Le- � AL sI�A.w. u-�^ s� �rcS � ea w�npc4��s t Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264 - 8777 *hsconsin www.commerce.state.wi.us /SB Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary November 17, 2000 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 r `` HUD�ON WI 54016 RE: CONDITIONAL APPROVAL f , .z Identification Numbers PLAN APPROVAL EXPIRES: 11/17/2002 i _ �� ransaction ID No. 447883 T J . Site ID No. 201863 SITE: Please refer to both identification numbers, Site ID: 201863, MIKE & KRISTY WOULF ;- -.. above, in all correspondence with the agency. ST CROIX County, Town of TROY; ST AN NES PAk kWA NW1 /4, SETA, S24, T28N, R20W FOR: Description: MOUND SYSTEM FOR MIKE & KRISTY WOULF Object Type: POWT System Regulated Object ID No.: 770558 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during installation: • An access opening of sufficient size to allow removal of the filter must be provided over the outlet "tee" baffle of which this product is installed. This access opening must terminate at or above grade. • The mound system shall be located at least 50 feet from any well. • The septic tank and pump chamber shall be located at least 25 feet from any well. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 11/02/2000 ` FEE REQUIRED $ 175.00 - FEE RECEIVED $ 175.00 KEI A WILKINSON, POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 524 -3630, FAX: (715) 524-3633, M -F 7 AM - 3:45 PM KWILKINSON c@i COMMERCE.STATE.WI.US WSMART 66de:7633 cc: MIKE WOULF Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264 -8777 N visconsin www.commerce.state.wi.us /SB Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary November 17, 2000 CUST ID No.691727 ATTN: POWTS INSPECTOR ARTHUR L WEGERER r� ZONING OFFICE 421 N MAIN ST /�," t t T CROIX COUNTY SPIA PO BOX 74 i`� Vii=' ^ - CARMICHAEL RD RIVER FALLS WI 54022 ��;y' r f-iUF)$ON WI 54016 J R RE: CONDITIONAL APPROVAL ++ -__. ,r „ PLAN APPROVAL EXPIRES: 11/17Yf6d2 ` - ''' ' Identification Numbers 2000 : Transaction ID No. 447883 Site ID No. 201863 , = SITE: 2O Cfr NING OIFFt "' ' Please refer to both identification numbers, , � Site ID: 201863, MIKE & KRISTY WOULF above, in all correspondence ;with- the:agency. i ST CROIX County, Town of TROY; ST Al011a § P$lRI W9rY� NWIA, SETA, S24, T28N, R20W FOR: D escription: tion: MOUND SYSTEM FOR MIKE & KRISTY WOULF Object Type: POWT System Regulated Object ID No.: 770558 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during installation: • An access opening of sufficient size to allow removal of the filter must be provided over the outlet "tee" baffle of which this product is installed. This access opening must terminate at or above grade. • The mound system shall be located at least 50 feet from any well. • The septic tank and pump chamber shall be located at least 25 feet from any well. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 11/02/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 KEIT A WILKINSON, POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 524 -3630, FAX: (715) 524-3633, M -F 7 AM - 3:45 PM KWILKINSON a@COMMERCE.STATE.WI.US W SMART code: 1633 cc: MIKE WOULF TITLE SHEET Page 1 of 7 MOUND SYSTEM FOR A S BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -1057 P and the Pressure Distribution Manual SBD - 10573 -P C cz- b / q°l� C tZ, b l g q� LOCATED IN THE Nw l /4 OF THE SE 1/4 OF SECTION - Lq ,T Z$ N,R ZD W, TOWN OF D( ST• C1Z0 LK COUNTY, WISCONSIN. L. OT' 1Z)I OF - Mfo -! �tLL1`1�E 3 K` t3 bD 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 VIEW4CROSS SECTION of MoLwO PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR to Zio S c�tztm�D 0► c_ 'tt -- w out Z3�,A-" _ ; _ �^'l ry SS 119 - — PREPARED BY WEGE[:ZER SO 2 1 TEST I NG AND . . DES = Gam! STRV = CE 0Q ®�� P.O. Box 74 421 N.Main St. aQ 0 River Falls, WI 54022 �••• "'""••�`£, Phone 715- 425- 0165 Fax 715 - 425 -6864 WEi:ENER Z 7 SW KLJWOgiH, e Wes,/ . i G, �r Gi'i'ART1'v1EN1 Gi M' !VISION OF SAFETY ANC) bUIL`3iiiGS F ECONRESPOI.DENCE q 9 $ 3 JOB NO. Mound System Management Plan page Z of 7 4 � 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, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. Jheh perating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The ou le�lfi' to er shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are ma a to re m ism a an that ay 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. Pumo 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 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 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 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 [SBD- 10572 -P (R. 6199)] 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 P p or begins to discharge wastewater to the round surface it will be repaired 9 9 � P 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 on the operation or maintenance of this system should be_ _ directed to the County Zoning office at -1 15- 386 - L4680 or to the licensed plumber who installed the system. PLOT PLAN • •Page 3 of � Scale 1"=(4T de �d, eZ 838.4 Z Z51 g Lor Liu — s -z . , 3 \� ON �\ ' v��a3 "PU C , S 5 zu' 4 61 PUC J 43 � L1 �J 14 l�T 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 lb%As gallon capacity manufactured by W IZZ M C0) CReTc_ MbbUCM kj/Z "M- pj Ln-m P -r2 P Tro�k 7u e- E \bob 6m h `T1v k 4. Bench mark s - gf 5. Divert surface water ,around system to prevent ponding at the uphill side. Page Of 7 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium Sand Topsail _ H - _JG F r ev. q36• S p. 3 E (-� % Slope Distribution Ce11 of Force Main Plowed 2" to 2 Aggregate Fram Pump Layer D 0 -S Ft. E \ -o`f Ft. CROSS SECTION OF A MOUND SYSTEM F o 8 Ft. G 0, S Ft. A 9 Ft. F. I- o Ft. Linear Loading Rate= 8 9 GPD /LN FT 6 84 Ft. Design Loading Rate= 0.U5GPD /SQ FT I 1I Ft. ,] S Ft. K Ft. L t o 0 Ft. - w - L S Ft. L Observation Pipe -�-- -- — —: — -- - -- - - —_- - - A a4- -- - - - - -- --- - - - - -- ------- - - - - -- --- - -- ._ �bB _ _ Force Main __ o W L_ T -- -- _------ _ - - - -! �- ttcc �ss Distribution Cell of 2 " to 2 Pi e P � aggregate Observation Pipe (aachcr securely) PLAN VI8W OF A MOUND SYSTEM Distribution Pipe Layout page 5 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 long turn or 4f° fitting 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 cap or threaded plug. - T `v N CIS L , CK s .. SnL�10 ty FVC F14� Lateral Manitold P\) C Lateral X x x x x!Z x!Z x x x x Lateral Lenath – Lateral Length p Distribution Line IT • F -� � PrcC?�s sox — –o S PVC P=oeccz �j ftl,) i o__ P Ft. Hole Diameter `l8 Inch S 3 Ft. Lateral ) Inch(es) X Inches Manifold Z Inches Force Main " 2 Inches of holes /pipe Z Invert Elevation of- Laterals `x'31.0 Ft. z Lko- -l.l = g.6LY_ _ St. 66 GPM PUMP CHAMBER CROSS SECTIOM AND SPECIFICATIOMS ' PAGE OF - 7 VEWT CAP 4'C.Z VENT PIPE WEATHER PROOF APPROVED LOCKING MANHOLE 10' FROM DOOR. JUUCTION I5OX COVER WITH WARNING LABEL WINOOW OR FRESH IZ'Mitl. AIR WTAKE I GRADE Co1JDUIT V= IMLET PROVIDE -T AIRTIGHT SEAL I I I I APPROVED JOI _ A Tank construction shall comply I I APPROVED JOINTS with COMM 83.15 and COMM 83.20 1 III ALARM d I C I. ! ON -- LLEV. PUMP OFF H 0 SO COUCKETE DLOCK RISER EXIT PERMITTED OWLy IF TAWK MAIJUFACTURQ]t HAS SUCH APPROVAL 3•ApPQoVEA . BEDOIN4 SPECIFICATIOAIS DOSE �� C W d4Z i p I� 3 TANK MANUFACTURCR: Y �nNUM6ER OF DOSES: PER OAy TA wzc: GALLONS DOSE VOLUME Z ALARM - ._PAy4FAC77URER: - - S S �- TZ0 S'�S`T� INCLUDING DACKFLOW: GALLONS AOOLL NUMBER: CAPACITIES: A= WCHESOR S0b. GALL01J3 - -- 3WITCH TYPE: - Z� B = Z IIJCHES OR SS,-7 GOLLOL45 PUMP MANUFACTURm C =_7 INGHE5 OR t,:5[ q.! GALLOWS MODEL NUMBER: D 9 IMCHESOR Q ' - GALLOAIS SWITCH TYPE: — � Z��` 1JOTE: PUMP AUD ALARM R = D 0 �� MINIMUM DISCHARGE RATE S _t 6� GPM INSTALLED OM SEPARATE CIRCUITS VERTICAL DIFFEILENCE DETWEEN PUMP OFF AIJO.DISTRIHUTIO* M PIPE.. �' ,S FEET ' + MIIJIAUM NETWORK SUPPLY PRESSURE .. ... • ... • . 6 - FEET + �� FEET OF FORCE MAIN X S '� Z F XoFCFRICTIOLI FACTOR. 6 ' 3 � FEET TOTAL OtIUAMIC. HEAD FEET �_ -- -- As per.'manufacturer • Z gal /in. Liquid depth 36 7 r-, ME Series MWW 1/3 through 1 -1/2 HP Effluent Pumps Performance Curve CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 400 450 100 90 28 80 ti .� 24 w W 70 MF w U 00 20 2 60 Z z _ W 50 MF 16 i . • = J � 40 • �SO 12 O 30 Ze. 8 C"� MF 20 SL6 ` 10 4 0 L 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 CAPACITY GALLONS PER MINUTE M" ;. • 1101 Myers Parkway, Ashland, Ohio 44805-1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3327 8192 Printed in U.S.A. i 3 �7 6 w�consin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 ' Division of Safety and Buildings ' in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County 'ST- C�Zu 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. 0 - l. s Please print all info = es' t, s , Reviewed by Date rm Personal infoation you provide may be used for seco a� Privacy (1) (m)). Property Owner a Location '1FTr� t iVW 1/4 SC 1/4 S 2 T Z- N R Z O E (o W Property Owner's Mailing Address ` ? uk LLot Block # I Subd. Name or CSM# Vo.Z65 GR n.� OPr1z � - 1 U �1�.0�1 bl �l.f`r6lr 3' "ID City State Zip Code / Number ,ou 0Fr i1y E] Village ® Town Nearest Road �voo� B�ZLf I rya, Ss 1zq ( __ �y s`r .Pr ►:as n12wY Q New Construction Use: ® Residential / Number ollfettr n;s ' `� Code derived design flow rate 150 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material L.y\Zrmg OUP c LIM QST%)Qe Flood Plain elevation if applicable P" ft, General comments and recommendations: 1•A by ri�> w ' X 8u -1 ory C(?Z L ED Boring # ❑ Boring Pit Ground surface elev. Q 3q 3 ft. Depth to limiting factor -3 Z in. �- Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 o -to 1 -t 2 'Z b z wt�Ft cs I •5 -8 Z to -Z6 u��231G -- si I Z b ►z mkt- �� - _s, 3 2.b -32 - j_SLirz 3/v 3 - )I3 — lSl3TZ — .v .O Boring # ❑ Boring ® pit Ground surface elev. 3 4 ft. Depth to limiting factor 3 T 3 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 (3=l0 tukcZ3lz- - sit Z`{'sb►z SL l0 3'� lA'� 2 316 - s i Z'Fsbtic >n fit L°_g - .5 3 33- to`trz63 - 0 1 2a _ - .o .ii� • 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 Name (Please Print) signature CST Number Arthur L - . Wegerer 00 -30�C 220254 Add ress W e g e r e r Soil Testing &. Design Service Date Evaluation Conducted Telephone Number 421 N. Main St. River Falls, WI 54022 1p -31 -00 715 -425 -0165 Property Owner h)OU L �' I O O - LZ.S 6 — O Z- 3' P rtY Parcel ID # � Page of a Boring # ❑ Boring ® Pit Ground surface elev. q 3 Z . Z ft. Depth to limiting factor 30 in. `T 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 0-9 tiZM Iz 3/ Z C�- t wl tL .aL L S1-A� i Boring # ❑ Boring ® Pit Ground surface elev. a 3 6 - D ft. Depth to limiting factor 3S 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 1oti2317- — S) * 1 bfZ m 'a-S S 3 30- - ) - S�t — stc) l ►nSb yn`�- - 2 �3 a 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 FT 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 servi of Commerce is an equal opportunity service provider and employer. If you need assistance to access Y tces or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBDD8330 (R6100) ' PLOT PLAIT Page 3 of 3 . Scale Lot- L)u- 8�2 Ox �� ° •s ue � g ���- � . qua -o ' o o � C) F- GAL y � 3 0 LIN � LoT e1.. aI5.39 LAC �O - 31--O� 715 - 425 -0165 220254 00 30 CST Signature Date Telephone No. CST No. Job PTO. 9T CRODE COUNTY SHPTIC TANK A+MAINTl31-tAKCS AGIInMDM AND / OYTERSHM CER'TMCATION FORM owmalSuyer Mai'Iatg Address Property Address , .2 S (Vetiftcatioa brow Pianniag Deputment (or now Oft9mCtianj – Q City/State F=4 Idt ntit=6oai Number �' MIGAL DESQUE= Property Gocetioa ��%., SCC `' /4, $oo. �T z -C Town of 1Z� f Subdivision T ^ Y' ; 3 r Lot #„ O . CerMod Survey Map # _ Volum . „ . Page # — Warmaty D"d # ! 1 b 6 . Volume Page # Spoe house CI yes�no Lot Una fdentwable)Q, yes ❑ no impr peraseawdana iatenaaceofy+wrreptiea° mmwArmdtin its paFinattam$ tilvrt< to. Ita� lewstrtes.propt:ttaaiateatanoe its of pumping out the sgdt teak ovta &= yo u or aooawA fEaavedadby a liceasedpttmpar VVhst you paf Into tlie'syr+km - can atgaot lo fuaction of the septic teak as a treamwd mp in the waste dispasa! aysteazt. 71w property o ut agues to subm t to St: Quix Zwung pepttamaeat % cKMcation foam, s4ped by the owner and by s mLvwplumber joweyumplucdw. estictodplusaberotaIo = sodp vai0 ingtw (1)tiae on-ft vWtowatardispoa► "S"m is in props epetiing condition aujVor (2) atkr iaV"on and puaapiag Qf decemqu the septic teak is test dmu 14 glen of dudgo. Ilwe, the uadcrsi$aed have lead *A above regairawats sad apace to ma wwo dw pdvate sew*ge &q mat "am villa ties standards as forth, ha vin, as set by Ow fiepaawcm of Camgnarae sad the Agmbnsnt of Hateraat Rcsoo=s, State of MiUCUS a. Certinoation stating that yvvt septic urstem has beanzeswtaiacd must be wn4ktad sad rob=" to the Ss. Croix County 2'ra41mg OfRea withal 30 R of tine throe year expiration data. l a IaRl D tc A,PPLI DATA O l U T (wc) codify that allstatetneats oa thIs form arc truo to the bust otanY (out) Imowkdge. I (we) am (arc) flan owtCK0 of the pro de gnUd above, by viatae of a wamaty deed meorded is RCIirW Of buds Me. c a io b© sl NA AY'LI DA T9 •" ••, Any : " axak eatedmay result in do saaitary pmm% bciag wroked by (be Zataing Departaaeat, + �• "' '• Include with this apptitaliom a stampcd wan%uv deed from tW Rc94U of Doods o2UG a copy of the aeaiiFiad agswy asap if sefeteaoe la made is ttu watraaty decd IQ'd t'66rm !QZt QT IL -J -T$ Wd ^ m0: Z0 RH1 oe- Z9 -o3a r Wisconsin Department of Commerce SOIL AND SITE EVALUATJON Page 1 of 3 Division of Safety and Buildings in accord with Gomm 83.05 Wis, Acfrt' -64 s Encironnrental ES Design Attach complete site plan on paper not less than 8% x 11 inches in size. Plan myst I �, include but not limited to: vertical and horizontal reference point (BM), direction 3 r �1JA percent slope, scale or dimemsions, north arrow, and location and distance to earas� road`,J t -�• St. CIOtX Paroeil. # APPLICANT INFORMATION - Please print all information Personal information you provide may be used for secondary purposes (Privacy Law, s. 16: 4 (1) (m) }t ev ? ' D ? /S Property Owner roperly Locatior(I-AN f" - l Continental Develop GoI;�` a : 4 ' =NG SSE ZY4 S 24 T 28 N,R 20 Property Owner's Mailing Address Lot % #_ i adie or CSM# � �r _ , 12301 Central Avenue NE, Suite 230 101 r ! '• Tro Will e City State Zip Code PhoneNumber ❑ City L , Vi aqe Town Nearest Road Mimeapolis MN 55434 Troy Lindsay Road New Construction Use: IM Residential / Number of bedrooms 4 Addition to existing building ❑ Replacement [] Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate 1.2 bed, gpd/ft 1,2 trench, gpd/fF Absorption area required 500 bed, W 500 trench, ft Maximum design loading rate 1.2 bed, gpd/W 1.2 tr ench, gpdW Recommended infiltration surface elevalion(s) 112.5' ft (as referred to site plan benchmar Additional design 1 site consideration Parent material Loess over Bed hock Flood plain elevation, if applicable Na ft S= Suitable for system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system I ❑ S MU ® S❑ u I El S® U ❑ S® U [IS M U ❑ S® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/f 2 Horizon � i � Texture i iConsistenc Boundary Roots Boring# in. Munseit Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench I I. i 0 -12 i 10yr3. /2 - i sill i 2msbk i mfr i cw i 2f i .5 .6 2 12 -30 10yr5 /6 - sir 2msbk mfr cw if 5 (� Ground 3 30 -32 10yr8 /3 - BEDRX I - elev 111.50 ft Depth to limiting factor 30 " Remarks: 2 1 0 -9 10yr3/2 - sil I 2msbk mfr I cw 2f .5 .6 j 2 9 -31 10yr5/6 - sir 2msbk mfr cw if .5 .6 Ground 3 31 -34 i 10yr8 /3 i - �BEDRX - - - - - - elev 107.82 ft Depth to limiting factor 31" Remarks: CST Name (Please Print) Signature: ---- Telephone No. Thomas C. Nclson 715- 246 -2454 Address Environmental By Design Date CST Number Ref # 1432 120th Street, New Richmond, Wl 54017 12/18/98 227387 82 I PROPERTY OWNER: Continental Development SOIL DESCRIPTION REPORT ® Page 2 of 3 PARCEL ED1 Environmental By Desi Horizon Depth Dominant Color Mottles Texture Structure �0nsistence� Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont Color I Gr. Sz. Sh. I Bed ; Trench 1 0 -10 10yr3/2 - A 2msbk mfr Cw 2f .5 .6 2 10 -28 10yr5 /6 - sil 2msbk mfr cw if 5 ! .6 Ground elev 3 28 -30 10yr8 /3 - i mmx i - - - - - 110.76 ft Depth to 1 I I I I I I I 1 limiting factor 28 I I I I I I I I Remarks: I i Ground elev 1 1 1 1 1 1 1 1 Depth to limiting factor I I I I I I I Remarks: ................... Ground I I I I I I I I I elev Depth to limiting factor I I i I I I I I Remarks: I I I I I I I I Ground elev I I I I 1 Depth to limiting factor I I I I I I I I I I I 1 I I I Remarks: I ENVI �Y PE51 1432 MET WW ROAOND, W150494 LA51 WO 6YT#O"S HOW TROY VILLAG" F. — Lot #1 NNN" st" a, 24 j 28 N, iz 20 w Troi To" nship, SL Croix County, Wiscovisin Page 3 38.6 f y �� 1 0 QA V SCALE I"=40 Tom Nelson BM 1. Base of Birch Tree with yellow ribbon ELEV 100 227387 BM 2. Base of elm tree with yellow ribbon ELEV 98.88 /V Vr f 1460PAGE 423 61 1406 KAi'HLEEN H. WALSH STATE BAR (IF WIrrolir iJ ronM 2 — 1996 REGISTER OF DEEDS DOCUMENT No, WARRANTY DEED `J.. CROIX CO., WI RECEIVED FOR RECORD Tro.Y_nevelopment__COrporation, a 1lrnnesota 10 -04 -1999 8:30 AM cor oration, Grantor -- �----------- --- ------ -------- .... - -- WAP.kANTY DEED conveys and wanants to -- -- - -- - - .. -- EXEMPT I - -- — - — CERT COPY FEE: Michael J. Woulf and Kristy M. Woulf COPY EEE: fiusband a — nd wife TRANSFER FEE: 900.00 RECORDING FEE: 10.00 PAGES: I - - -_ . _-. nIn fnlln - y d�sr -I b d cal eslale ' __,_ S t • C Stale of Wisconsin' nEIUnN TO Lot IO E the Plat or Troy village in the Town of Mike and Kristy Woulf Troy, St. Croix County, Wisconsin. 13703 Dunbar Way Subject to Declarations of Covenants, Conditions Apple Valley, MN 55124 and Restrictions for. Troy Village, recordncl in Vol. 1241, Page 256, as floc. No- 559964, and the Declaration of r Course Covenants, Parcol lAentifmation lJwnher (PIN): Conditions and casements, recorded in Vol. 1241, Page 301, as Doc. No. 559969, all as apr-aring in the Office of the Register of Deeds for St. Croix County, Wisconsin, and such other ease(rmnts, reservations, restrictions and reservations of record, or in use, and obligations contained in the Purchase Agreement for this lot. This is not -. -- honln.^.food Property. (is) (is not) Exception to Wa•rnnties: Dnied n,is 23rd Sep tember P 99 (SEAL) Charles S. Co01c, PresideIIt Troy Development Corporation (SEAL) - -- (SEAL) AUTIIENricAT1oN ACKNOWLEDGMENT MINNESOTA Signatures) S TAT E OF 1iY.3(:'0N i1J4 ss. -- ---- '- --- -.- .._- -- °- - ---- Anoka -- - -- Cnunty. awhenficated this day of 1A Personally Came befoin me this 23 rd -_- dny of September • 19_ 99 the above named • - Troy Dey_�1- opmerrL_ rorpn�ation — TITIF.: MEMBER STATE BAR OF WISCONSIN (tl rrol. In me known In he 111n person who exeaded(he atabor170d by § 706.06. Wls. Sllli.) InroOOln 111911ume Ian ac le R the Same. rHIS INSINPubr.NT WAS DnAr1Fi) iiy TROY DEVELOPMENT CORPORATION L NancyL Clift _ _ Nolary PnMic _... — ArlOka ,. county.KtS - MINN (Signatures may bR mdhenlicnlcd or arknowlydgr.J. Both are not A•1 Commission Is necessary) Y permanent. (If not, n state ax a Irtio dare: _— Janua 31 , i4�1005 ) C.rrm..•Pryor M wry caP•rlly rlrgrlrl M lyrr� m Pre.l «I hrlmr 0.• - r •ti, ,yrr ^+ S82 NIF 0021A WARRANrY DEED STATF nAn Or WISrOrISiN nrlro rams. P.O. Par 1020e. 011 WI 54307-LI208 Fnrm Nn P. 19ns NANCY L. C FT Notary Public - NWwwsota ANnK,A r„gUNTY My Carnrnission ' ?1, 2000 w ro �-- �� (� Z ob 103 CD 1.649 ACR 71,828 ST Z�q tis 9 •y9 � ? c .'� h 86 1• 102 1.340 ACRES / 58,390 S.F. / 100, w i < OUTLOT 12 -J 9.044 ACRES cr "l01 / 393,966 S.F. / l,J � 2.103 ACRES u 91,627 S.F. 10 Q J I / O i S z zm W 2 t in S O � 2 3 m 100 1o0, ; 1.811 ACRES 78,868 S.F. f I Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264 -8777 - c ft�CE� V CU isconsin www. ~`` V www.comrn s ;� wiscsin.gov Department of Commerce }} L� ST ` p t p{X Scott McCallum, Governor �rY Brenda J. Blanchard, Secretary May 21, 2001 CP �� CUST ID No.267341 ATTN: POWTS Inspector ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN 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 Identification Numbers PLAN APPROVAL EXPIRES: 05/21 /2003 Transaction ID No. 642548 SITE: Site ID No. 201863 SITE ID: 201863, MIKE & KRISTY WOULF Please refer to both identification numbers, ST CROIX COUNTY, TOWN OF TROY; ST ANNES above, in all correspondence with the agency. PARKWAY NW1 /4, SE1 /4, S24, T28N, R20W FOR: DESCRIPTION: REVISION TO TRANSACTION ID NO. 447883 OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 770558 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The approved changes will become an addendum to the plans previously approved. All other portions of the installation shall conform to the original 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 10 1. 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 05/09/2001 FEE REQUIRED $ 60.00 FEE RECEIVED $ 60.00 KEIT A WILKINSON BALANCE DUE $ 0.00 POWTS PLAN REVIEWER, INTEGRATED SERVICES (715) 524 -3630, FAX: (715) 524 -3633 , M -F 7 AM - 3:45 PM KWILKINSON @COMMERCE.STATE.WI.US WiSMART code: 7633 i cc: MIKE WOULF 1 r - - TITLE SHEET Page of 7 F . MOUND SYSTEM FOR A S BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -1057 - and the Pressure Distribution Manua - - P 1 SBD, 10573 C cz. 6 I g9 C ia- 619 9� LOCATED IN THE Nw 1 /4 OF THE SE 1/4 OF SECTION Z T 2.$ N R 2D W, TOWN OF C.1Z.A tx COUNTY, WISCONSIN. L-UT' lZ 1 of T2U�l VLL,�r�cE 3 N` t DCp INDEX PAGE I 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 DC µour b PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE F.0. "{.T.S. Conditionally PREPARED FOR A P R Uv E DEPARTMENT OF COMMERCE CSTZ.r1D : 0PrkZ Tjtft1 -[_._ I`JIS�DN OF SAFETY AND BNILDINGS ` SSIZ9 - EE CORRESPONDENCE ��{zsL/8 PREPARED BY WECCEE=<ER E3 C3 I L . TEST I r4 CS AND. DES I GPI 31 I CE P.O. Box 744 21 N.Main St. se ��4 „Nay River Falls ' o WI 54022 v' Phone 715- 425 -0165 ' •� /y Fax 715- 425 - 6864° ; r' ARTh ", /q WE3FHEA !} E- SWORTH W , j t f3 . :_(�� p _ _ �- C�- � �1_.` S�_ y _ �_--- 1L. �.V_LS�_Q� ^[ :� :1�_J- L ►_KlV� �, f} •••••••••'� t� r�C -3 JOB NO. 0 d Oy � Mound System Management Plan Page Z of 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, Slats. 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 cleaned 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 biennial 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 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 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 testwhen 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 [SBO- 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- 38b- L468ri ST <1 MI The system installer at U qVV N tr(,SON The\ tank manufacturer at 800 , 32-S to I^)1t�5�1Z The effluent filter manufacturer at 1 600 ZZ(- S - Nz - Z � The pump manufacturer at L4 L4 - Z89 11 4Y Jy1YffT2 -S PLOT PLAN tAO Page 3 of '4• Scale 1 "_ ' p� p " rn 1" �( ly fft q3B. �L2 Lod L)!v •- �s'.z v 0 A \ -✓ ` r \ \ yC a 1 • \� '0 ,p j rC'?N \� �� \ ate\ 'L1.. • c3��.S• 8 DR J Z - fl _ PT LQ*14T Z.S '- Rzokl LoT Ll�l � �r�p LIL NOTES: I. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 2 required). 3. Septic tank to be l gpp /1100 gallon capacity manufactured by W N- LS�_ C Q ) J O-V-QM h.1 l M ODD- A -100 ZfMQ- ��r - Lugjr F1 L7 . 4. Bench marks S oU1 �. Divert surface water around system to prevent ponding at the uphill side. Page Or 7 Approved Synthetic Covering - ASTH C33 Distribution Pipe Medium Sand Topsoil __H '"`_ , �a F Elev 9 36. S E p . 3 ��. - b % Slope Distribution Cell of Force Main Flowed z" to 2- Aggregate From Pump Layer 0 O - Ft. E \•Oq Ft. CROSS SECTION OF A MOUND SYSTEM F o 8 Ft. G o. S Ft. A 9 Ft. F, 1- 2 Ft. Linear Loading Rate= 8 9 GPD /LN FT B 84 Ft. Design Loading Rate= o•USGPD /SQ FT j 11 Ft. J S Ft. K Ft. -e-- L 1013 Ft . L :::�� -Observation Pie b� j F— p dr` ♦--fir ----------------- - -- -- - --- -= -- A- - -- --- - - - - -- -------- - - - - -- - - -- Wr / - - - - -- --- - -- ---------------------- --�- -o Force in L - -- - - -= - = - - - -! L �Distrlb'ufi , „ 1 Pipe Cell of � , to 2 , = 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 long turn or 45 fitting to a point within Six ' inches of the final glade. Terminate the ends of the laterals with a valve,:threaded cap or threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. T `-t P 1 C13 L .. Z,ZOS S .. S�LTIp 1J pv C FvC 'P\) c Lateral Manifold Lateral X x x x x2 1 x2 x x X x Lateral Length — Lateral Length — P Oistributian Line • � — � t}CG��,s soX — —o h rst,1 t FO � S PVC wQC`, n �1vJ o -- P Ft. Hole Diameter 1/8 Inch S 3 Ft. Lateral ) Inches) X Inches Manifold Z Inches Force Main " 2 Inches #of holes /pipe - Z Invert Elevation of. Laterals `S O Ft. ZLkO 41= 8.�lkb= s�.�6 saw Combination Sept;.c; and ki-MP CHAMBER CROSS SECTIOM ACID SPECIFICATIOUS ' PAGE 6 OF 7. VEIJT CAP WEATHER PKOOF JUIJCTIOIJ BOX . h C.I. VENT PIPC APPROVED LOCKING lO I FROM [" Doof WHOLE COVER wll'K :huDow OR FRESH wAR[.)1[JG L.P.gEC, uJ P IPE ALP, IUTAKE coucutr ` ' w /il'I.Cz -Zl 6 itT' GTQ � S 6K+aw. GfznCOE � �. 18'Mlu. I[JLET PROVIDE j AtRT[GHT SEAL I I 8 A7 =F��S I I I Approved zlr�� A I Approved I joint w/ � —100 I II I Joint w/ PVC pipe ALARM PVC pipe . a �I 11 I I I ON C I i 418.67 I CLF_V. FL PUMP OFF D COIJCRETE CL` -1 J BLOCK ti . RI5EIR EXIT PE:RMITSED 01JLJ IF TAWK MAWUFACTURZIt HAS SUCH APPROVAL 3" AA ve-�_, Bfpt] t lV4 SE PTIC f 5PEC-IFICATIOUS DOSE TA►.IKS MA � CQMM -C IJUMBER OF DOSES: P DAJ TAWK SIZE: 1800 / k \00 GALLOIJS OOSf VOLUME r ALARM MAIJUFACTUIRER: i!JCLUDING 6AtKFLDW: \71 a ` I GALLON: MODEL IJUMBER: 11 61 "W CAPACITIES: A= L IAICHESOR SD GALLOA15 SWITCH TYPE: "� -C_U" $_ .Z IWCHES'OR S l�"q G(LL0u5 PUMP MANUFACTURER: — K kmsz C = 1 IIJCHES OR l�� I GALLOUS MODEL N UMBER: . E 'S D= � IAIC�HES OR 3 p 3 GALLOIJS SWITCH TYPE: MOTE: PIJriP AUp ALAMARE TO 6L 3 MINIMUM DISCHARGE RATE S 1 ' �Iv GPM INSTALLED ON 5EPARATE CIRCUITS VERTICAL DIFFEREMCE BETWCEU PUMP OFF AUO..DI5TRI5UTIOQ PIPE.. FEE7 + M IIJIMUM WETWORK SUPPLY PRESSURE . ... b�SD FLET + l � S FEET OF FOR S -3Z FT ct -3) CE MAIN X �c FLFKICTIO►J FACTOR.. FEET TOTAL OtIWAMIC HEAD = 3�" FEET As per Manufacturer 2 S. 4S gal /in. Liquid depth I M PSG L 7 O 'F - 7 ME Series M VWW 1/3 through 1 -1/2 HP Effluent Pumps Performance Curve CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 400 450 100 90 28 .80 Af 24 70 /SO W W MF �Op 20 2 " - 60 ? Z o w 50 MFjs 16 = 2 � Fa- 40. M' c 12 O O 3 6 ~ 30 8 20 10 4 0 L 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 CAPACITY GALLONS PER MINUTE M"rw • 1101 Myers Parkway, Ashland, Ohio 44805-1923 419/289 -1144 FAX 419/289 -6658 Telex W7443 K3327 8/92 Printed in U.S.A.