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HomeMy WebLinkAbout034-1018-50-200 h 0 ° 0 o: a o 0 1 m 0) o N N t O w Y cc t. y N C N O L C O C «O m Z u ° C cr •N C O U .+ L m •y N N U i 3 3 Ey E;� co v oL0 $o L ya' €— c a) a mLL a� m a z E c� a ti z u) 0 LL c �U� y ai LL c O— 1 c ° 2:5 ca 3 ° 5c o nr 3 > m U: (D Q c4 niYv 0 g o m CC di Z a Lo Lo E E � r a 1 _ p z € c € v w am am co F Z o I E zv' d Z y w o U) F - r a a Z N -° •� � N N O 'O L_ L_ 111 .� Q z z O z z 0 NZ N M R E m R E a) O L N a ED 0 0 D _ �' _ a t w c Lo MO) Z N > V) v CO) O 3 3 3 a LL a LL Z o •N R $aaa $aaa a � o fn J V O O z O O y N N Q y N N p LO d CO w Z t m co Z O CS 7 p o0 c N pp c d t� . �i. • N •O y 4 v� N M m a) p d C n cn v ( D c n u) co � p M 7 w M 7 w 3 o y c m y c O to c m c N u d a 2 0 o C- N co V 0 Lo 0 h a �r C �0 00 5 rn d N C d � r N C y O • Q ' o o CO ti r- z c Y LL m O z Y cn 1 at a € a € a 1 • G 01 V m d C 0 d C E c c = c s cc r A ua in (L) 9 ai C) Parcel #: 034 - 1018 -50 -200 12/05/2005 08:11 AM PAGE IOF1 Alt. Parcel #: 08.29.15.125A -10 034 - TOWN OF SPRINGFIELD Current X', ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner DENNIS D & LINDA L FOGERTY O - FOGERTY, DENNIS D & LINDA L 1030 290TH ST GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description " 1030 290TH ST SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 34.610 Plat: 3996 -CSM 14/3996 SEC 8 T29N R15W NE SE BEING LOT 2 CSM Block/Condo Bldg: LOT 2 14/3996 EZ -UT- 1477/640 EZ -U- 1829/338 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 08- 29N -15W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 08/20/2004 772184 2641/225 QC 09/23/1999 610822 1458/242 WD 2005 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/24/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 12,950 167,300 180,250 NO UNDEVELOPED G5 32.610 27,250 0 27,250 NO Totals for 2005: General Property 34.610 40,200 167,300 207,500 Woodland 0.000 0 0 Totals for 2004: General Property 34.610 40,200 72,500 112,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 si f ? . FEB 20 ST CRQIX GL' '� ( ;3434V sub, u^' kZ CERTIFIED SURVEY MAP U BEING THE NE 1. OF THE SE 114 OF SECTION 8, T. 29N. , R. 15W., TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN PREPARED FOR: DENNIS FOGERTY . ,UNPLATTED LANDS ............................. WEST QUARTER CORNER EAST QUARTER CORNER SECTION 8 - REPLACED SECTION 8 - FOUND P. K. NA IL W1 TH R/R SP I KE AL UM I NUM MONUMENT EAST - WEST QUARTER LINE I 5284.22' l I N. N S 8_9 3_I_ "E S 89 °S3' 31 1322 17' 1 3862. 05' 872. 17' 1289. 18' 1 416.99' 33; 01' NW COR. APPROX. P. 5' N. 2 450. r HODS DO' I APP 3' W. 8 NE—SE of E/W FiL O 1' N. LOT 1 I OF FC. COR. 1 a KL A tT x O a ca C $ 416.99 r : 2 450.00' : 1 Qf ro '2 :r y m W N 89 3 ill W LOT 2 34.81 ACRES x :100' 1 Z m w 1, 507, 798 SO. FT. D y 34.02 AC. EXC. RIW (a 1, 481, 705 SO. FT. A33. N SW COR. /� NW-SE / NE -SE 1294.02' NE s �� SW-SE S 89° 89' 16 W 1327. y y SOUTH LINE OF THE NE -SE yi rn UNPLATTED LANDS . ................................. m m "1 = LOT I AREA 5.42 ACRES o 236, 163 SO. FT. SOUTHEAST CORNER I 5.02 AC EXC. RiW SECTION 8 - FOUND I A 2 18, 839 SO. FT, ALUMINUM MONUMENT LEGEND � O - SET I" X 24" IRON PIPE WEIGHING (,Q 1.13 LBS. PER AftbVgb ST. CROIX COUNTY JAMES M. Planning Zoning and Parks Committee WEM 1 ` BEARINGS REFERENCED TO THE EAST -WEST QUARTER LINE, SECT ION 8. MEASURED AS NOV 2 8 ZOOO VPJ UIMLEY'. Q S89 °53' 31' E. (ST. CROIX COUNTY COORD. SYSTEM) , VA If not recorded within 30 days of 1 l -300' approval date approval shall be v null and void ' 0 40 300 600 SHEET I OF 2 JAMES M. WE -1 S NELSEN -WEBER LAND SURVEYING 992788 THIS INSTRUMENT DRAFTED BY JIM WEBER DATED CA -% \-NQ0 Ate• v0 �Z3 -0.7 Vol. 14 Page 3996 Parcel #: 034 - 1018 -50 -200 10/14/2005 09:42 AM PAGE 1 OF 1 Alt. Parcel #: 08.29.15.125A -10 034 - TOWN OF SPRINGFIELD Current i i X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner DENNIS D & LINDA L FOGERTY O - FOGERTY, DENNIS D & LINDA L 1030 290TH ST GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1030 290TH ST SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 34.610 Plat: 3996 -CSM 14/3996 SEC 8 T29N R1 5W NE SE BEING LOT 2 CSM Block/Condo Bldg: LOT 2 14/3996 EZ -UT- 1477/640 EZ -U- 1829/338 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 08- 29N -15W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 08/20/2004 772184 2641/225 QC 09/23/1999 610822 1458/242 WD 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/24/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 12,950 167,300 180,250 NO UNDEVELOPED G5 32.610 27,250 0 27,250 NO Totals for 2005: General Property 34.610 40,200 167,300 207,500 Woodland 0.000 0 0 Totals for 2004: General Property 34.610 40,200 72,500 112,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 �l�mar�eEc7"' County Sanitary Permit Application ST. CROIX COUNTY WISCONSIN In accord with 15.04 St. Croix County Sanitary Ordinance ZONING OFFICE Personal information you provide may be used for secondary purposes ST. CROIX COUNTY GOVERNMENT CENTER (Privacy Law. S. 15.04(1)(m)) 1101 Carmichael Road Hudson, WI 54016 -7710 (715)386 -4680 Fax (715)3864686 Attach complete plans for the system on paper not less than 8 -1/2 x 11 inches in size. County Sanitary Permit # ❑ Check if revision to previous application Od 1. Application Information - Please Print all Inform on Location: Property Owner Name E 1/4 1/4, Sec p N, IS R E (or Property Owners Mailing Addre s Lot Number Block Number City, State Zip CSde- -- Subdivision Name or CSM Number �C' z. IA WV P/ 7/y - 772 - ys" l� FYI G G /�/ 11 Type of Building: (chec on) Mity ❑ Village own of �1 or 2 Family Dwelling - No. of Bedrooms: ❑ Public/Commercial (describe use): ❑ State -owned Nearest Road 11. Type of Permit: (Check only one a A. Check box on line B if applicable) Z4 -�, Parcel Tax Number(s) A) 1 1.0 Repair i8 Reconnection . ❑Non - plumbing ❑Rejuvenation Sanitation oov B ) Permit Number Date Issued State Sanitary Permit was previously issued . ?J j// 7 7 Bpi IV. Type of POWT System: (Check all that apply) r [3 Non-pressurized In-ground p'Mound 2, 1 soil ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In -ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application Rate 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed (Gals. /day /sq.ft.) (Minfinch) Elevation 40 .S"md hod Sr /�•o I. Tank Information Capaicty in Gallons Total # of Manufacturer Prefab Site Con- Steel Fiber- Plastic New Existing Gallons Tanks Concrete structed glass Tanks Tanks r 2A:� 67 ❑ ❑ ❑ ❑ g m- ❑ ❑ ❑ ❑ p. Responsibility Statement 1, the undersigned, assume res nsibility for repair/ reconnenction /rejuvenationrinstallation of non- plumbing for the POWTS shown on the attached plans. A license is not required for to i repair or the installation of non - plumbing sanitation system. Plu s a Plum s Si naturg,.(no stamps): - kVWPRS No. Business Phone Number / P umbers Add ss (Stre City, State, Zip �Codd� 11. County Use Only Disapproved /� Sanitary Permit Fee Date Issued Issui Agent Signature (No stamps) Approved r ' nive�f tial Adverse Determination (� IX. Conditions of Approval /Reasons for Disapproval: SYSTEM OWNER: �� � IT .�ar o— r2Gex 'Sn 1 Septic tank, effluent filter and -_ (� dispersal cell must all be serviced / maintained .�- "U40- `� -mss as per management plan provided by plumber. —n(��,, 2. All setback requirements must be maintained t} k�A�40� �•- d 4 �IFS 1 ep . as per applicable code /ordinances. wt I - � IC des ''v 0 2 Z 7 Na� off'` � nhe. c� Notes e lUcto Hoose i s CompleAe . Plc ,�. �4�� is S ep to - - o r The - , Y - 54- Pe-4 o+ o6LI c.,r. ,,rr rrreueeeep,��� ' N� A v8 LA Menu n�N O PI 0 z tu�tl ��h I � � ►vex �p� :� � � toe ouS (Xy\ y u f) o L rve 0 I Wkery A)c o Ho u 5 e tom f I EAe Ic , c'ex AkVe- S o-p kmbe r p y The �i o5 p w4 of o(Aol c e . V1urJk S 11 1p1161111/i/ °/ / • ,••'COL A. r0& L \G . 2 5N . MAY -27, -2004 15:50 FROM:DYNAMIC HOME SALES 218 -844 -5720 TO:715 268 9540 P.006- ENS D I ow I =r ' --� 1 1 1 5 � a r ram ,eea I Y r ------- - - --- ----- ----- ------- --- -- - -� ■ 1 OM2 -7940 c 4 t I WAILMS 1 d II 1 1 LfT! t M � 1 1 ttl1L �r y ' , Ll i t I 1 # rn P b l� 1 I # 6 x x I j rs.srnv>•a rn � DO NOT USE FOR CONSTRUCTION ` i I ; - lot L •�" Fa I � it t 3 j i IN ! I i l o t -� LIN 1 1 f � I t f t I ' � Iq If y t I c l ! I f s I Vlrygrl QepaM�erriof Coarnerce PRIVATE SEWAGE SYSTEM set* �,= C ounty: INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary PermitNo.. Pow kdorm tIon you provioe may be used for seoondary purposes (Privacy Law. &15.04 (t)( 384177 mit H s Name: City []Village Town o : S e P tan ID No.: F og erty , Dennis Springfield Townshipa EST M .; Insp. 8M E v.: BM Desuuptan: P ce Tax No.: ODrp gua -50 -200 TANK INFORMATION ELEVATION DATA � TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic �2.fo,a Benchmark 3.1 Ong Alt. BM Aeration Bldg. Sewer t U r Holding St /Ht Inlet i9 �JO �gg:VD 4 4 -- a - t ' o — TANK SETBACK INFORMATION St/ Ht Outlet 6" TANKTO P/L WELL BLDG. A� nttaake ROAD Ot Inlet la•. Septic fou 0 3' g3 r NA Dt Bottom J y b} QZ . 0 3 ' Dosing J cru Saa } 5� NA Header /Man. &.a$ G. LS •t• r Aeration NA Dist Pipe t % . Holding got System 60 PUMP / SIPHON INFORMATION Final Grade ;t I. Iz "+ - �„ o , Manufacturer Demand St cov Model Number LA-)6 O S N G S TDH Lift •v8 Friction ' Ue - 5 is TDH �.QZ.Ft lr [ i;o�emain Length, en 5 Dia. 3'� Disc.7o Well - y �" k Z `� D So 2®0 0 SOIL ABSORPTION SYSTEM B �.�+ IQi.- • o Width r Length o. Of Tsapcbes PIT No. Of Pits Insid Liqua Depth ! ( o S• SETBACK H SYSTEM TO P/L BLDG WELL LAKE/STREAM L A ER NG Manufacturer: INFORMATION ype ��r y ��r �� OR U I Syst Model Num r _ DISTRIBUTION SYSTEM ui 4- `^O ` _ 9� O Header/Manifold Distribution Pipes) It x Hole Size x Hole Spacing Vent To Air Intake Length . ,6 Di,. 3 Length �ia. 1- Spacing 3 3 r M 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 code discrepancies, persons present, etc.) Inspection #1: ° } / Inspection #2: C (S/ Location: 1030 290th Street, Glenwood City, WI 54013 (NE 1/4 SE /4$ R1'' - 082915125A -Lot 2 1.) Alt BM Description = I z) 75 2.) Bldg sewer length = �� DTI - amount of cover - 20 3� contour anrevrslon ulred? []Yes �21 No I f �' ! �- other side for additip�ga�Eormatlon. ° z ,0cf uss lam G �� � (rlSpeQOrs�ryna�u.e eR.No_ � • � s � i _ ' >.. r v D � ti ``\ O � .. ,\ ` -J � � • I � C Safety & Buildings Division 0 p3o 2 9p Sanitar�� Permit Application 201 W. Washington Ave. to accord %%ith Comm 83.21. "'is. Adm. Code PO Box 7302 cons See rr\ersc side for instructions f completing this application Madison, WI 53707 -730^ Personal infixmation you provide may be used for secondan purposes . Submit completed form to count if no Department of Commerce ( p y p �I'rivac� [.a%\.,,. 15.04 state owned.. _ 1 Attach complete plans Ito the counts co only) lix e/ N \ trxr r ss than 8 - /2 x I I in County State Sat tan Per nn Number tv`> revision �� previ anon State Plan I D Numbe � Or Ll 1 17 1. Application Information - Please Print all Information Location: Property Owner Name C7 p Property Location �-- �- MAR � � �Qv� W VC 1/4 I /4,S 9 ,N, IdE lo Pro erty Owner's Mailing Address OO(J V6A Lot N Block Number zoMlttlC OK" Z City, State Zip Code )den mber or CSM Number ,.L CSA& # 2 x/023 t 63 3 .3 II Type of Building: (check one) Ll City I or 2 Family Dwelling - No. of Bedrooms:_ hsaaSn- P(WAS - ❑ Village �7 ❑ own of Public/Commercial (describe use): / Cif/ G ❑ State -owned III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Ncaf Road�L A) 1. New System 2. Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) a Q O System Tank Only Existing System -� '� V B) Permit Number Date Issued ❑ A Sanitary Permit was revi i ssued $ • a 9 • l $ . a 5 - l o IV. Type of POWT System (Check all that apply • Non - pressurized In ground }Mound ❑ Sand Filter ❑ Constructed Wetland • Pressurized In- ground /❑ Holding Tank ❑ Single Pass ❑ Drip Line • At- tad r /� ❑ A Trea ment nit n ❑ �l rculating ❑ Other: r B / t5D V�lo uMoQ `` Q s 2 . o'�Z'{' 0. • Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3 Dispersal Area 4. Soil Application 5. Percolatrorr date• 6. System Elevation 7. Final Grade Required - - Proposed Rate (Gals /day /sq. If (Min. /inch) Elevation A(DD . S A p i p, 1.7 . r VI Tank Capacity in Total of' Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con - glass New Existing Crete structed Tanks I Tanks AM AI Ad � f ❑ ❑ ❑ ❑ -- d wE VII Responsibility Statement 1, the undersigned, assume responsibility for installation of the PO S , shown on the attached plans. Plum ame On I' lumber' 'ignature (no IvB+VRAPRS No. Business Phone Number oge �um�n� &Perk Tes ing � _ !` 7 ,_ `�•• -� Plutnbe s d ress treet, City, late, Zip Code) Spooner, WI 546 ,)1 VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Iss ing Agent Signature (No stamps) �8[ rch Approved ❑ Owner Given Initial Adverse Su e l uml ' - Determination �� IX. Conditions of Approval /Reasons for Di approval: p , fH(( c,at. 5 h u tG-F �C wtou` K� ou��l as' ✓ e �i��t.yx e_ takc 15 r -- is ns �6 tgS aMj VA I � SBD -6398 (R. 07/00) ..= , • • r .t .�\ _. ... � ' •P .. v . r - .. i .. �. � ,. i 1 , , . _ .., - , � t - i - - - i ( • i PLOT PLAN Page 3 of 7 Scale 1 "= y C� ' 3 lS'or- Y PUC x� hi 3 Z H 8- � LL i Z o IQ uT eor-t P Ircr o2 ✓�011t1 t�l o f C�'2.1. �o,'Y � � � �1 S Pr',�� � 2 rev, wo• o' ou of mile_ Fact ST- - - Z N _tot-8' r�_r JUgLW STtctr? ftIZOLKA"� swlftu- 7'- twst'tE 1 _ _tp 8E I 3T s ip ly n�our.� r�M� ft L.�" Z s ' �zu wt l�xJl25 : -- 1N S"T`K U R ZAc_ZM- ItZ F1 LTA 1 �T w /n er , lj )W t r 1jc_e .1NSTW<u pUU _ ? g o - rr�- & 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 \Z.pp gallon capacity manufactured by IrJeeY6 W/Zf R_ Fr Crt - I PUi 70 `1b Z SOO (S - W �s `T9°�Jvrc 4. Bench marks = SNP fT�oU� 5. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 11, 2000 . `{ S I CUST ID No.267341 ,y p ''�' n ' POWTS INSPECTOR ARTHUR L WEGERER 1 \ECE�VE+� WEGERER SOIL TESTING & DO ING OFFICE 421 N MAIN ST a(i 5 ZQU� &T ROIX COUNTY SPIA PO BOX 74 ST CROIX , jqI CARMICHAEL RD RIVER FALLS WI 54022 �` GOGNTM SON WI 54016 ��� _' ' ZONINGnFFICF ��j RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/11/20 1 -r _ < �-', Identifica rs Transaction ID No 411730 Sit ID No. 196466 SITE: Please refer,to both identification numbers, Site ID: 196466, Dennis Fogerty above, in all correspondence with the agenc St. Croix County, Town of Springfield NEIA, SETA, S8, T29N, R15W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 753941 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 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. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic 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. 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. ARTHUR L WEGERER Page 2 8 /11 /00 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 07/26/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM jswim@commerce.state.wi.us WiSMART code: 7633 I TITLE SHEET Page 1 of 7 MOUND SYSTEM FOR A BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10572 -P and the Pressure Distribution Manual SBD - 10573 -P LOCATED IN THE M� 1 /4 OF THE S t 1/4 OF SECTION 8 ,T Z N,R 1S W, TOWN OF COUNTY, WISCONSIN. 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 PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR c D�►.►�S FOG�zT __ `ACC 43 CU X. 133 J� k, ,/� � 3 �_Z -1 w 1 S 14 o Z 3 2 1 ?000 O to �sv PREPARED BY tJEGEFZEFZ SO I !_ . TEST S NG AND . DESIGN S�R'JYCE P.O. Box 74 421 N.Main St. y��SC0NS River Falls, WI 54022 ,........ / Phone 715 -425 - 0165"' Fax 715-415-6864 / 0 . aG '(,a1(1Qfy *N wts nfJt,'rF.' E SIG �7ti 1 4 , c� a u► � 4a�yot GU �� S ppt�U JOB NO. 00 6 SYSTEM.MANAGENENT Page" ? of 7 Management and maintenance of this system is critical to its proper operation and longevity. The system owner must be provided with a complete set of plans including the management section. GENERAL Proper functioning of any type of on -site waste disposal system is dependent on the amount of water entering the system and the quality of the water. The lower the volume of water and the lower the level of contaminants, the more efficient and longer lasting. the system will be. Typical system components include a septic tank to settle out and Y P P break down solids, an effluent filter at the septic tank outlet to filter out small particles, a pump tank with an effluent _pump and controls and an absorption cell to dispose of the water in a manner which will protect the groundwater and public health. RECOMMENDATIONS 1. Install water saving devices when and where possible. 2. Repair any water leaks as soon as possible. 3. Do not pour greases, oils, chemicals such as paint or paint thinners into the system. 4. If ou have t sparingly. e a arba a dis disposal, use i - y garbage P � 5. Do not dispose of any paper products other than tissue into the system. 6. Try to avoid excessive flows of water in short periods of time Spreading clothes washing throughout the week is recommended. MAINTENANCE 1. The septic tank should be inspected by a licensed pumper every three years or less and pumped if necessary to remove solids and scum. 2. The effluent filter m ust be cleaned periodically to remove any accumu a tecT part ic es. It should be washed back into the septic at 6 non i.n erva s or as per the manufacturer's recommendation. 3. Periodic inspections at the observation pipes should be made by the owner to determine if any ponding is taking place in the absorption cell. Also check for any seepage to the ground surface. If consistent ponding or seepage is noted, a licensed plumber should be contacted. 4. This sytem.contains an alarm which must be installed on a separate circuit from the pump. If the alarm activates, minimize water use and contact a licensed plumber immediately. CONTINGENCIES Monitoring of the volume and effluent quality may become necessary if problems develop. Monitoring must be done as per the requirements of COMM 83.54(2). Pumping and disposal of wastewater by a licensed pumper may be necessary while analysis and repairs are made. 1. Failed mound systems may require removal and disposal of the existing sand fill and replacing it new sand or installing an aerobic pre- treatment unit to reduce or eliminate any clogging mat.that may be present. 2. In- ground soil absorption systems or at -grade systems may require the installation of an aerobic pre- treatment unit or replacement of the system. Additional site and soil evaluations may need to be done and additional plans may need to be.prepared and approved by the Safety and Buildings Division of the Department of 'Commerce. PLOT PLAN Page 3 of 7 Scale 1 "= y O ' 1� w1E, 1p' p��lrPJQ 5 4 ctiSror- 4 x S n sop !� , r Z ,B5 o � O �k � - o tae - �� u Z� t� ✓/ � � v �v oT e0r-� P r1 cr orZ � �x ��o''TU of eat L°`� �+ is J 2 ELQv . wo- o' ou 'tn P or STS_ Fe CIE �nS T_ - -- _ - z Elev Lot8' rtr n�LwN sT7-ftP Muvt SM tu= _y'►ft�-- -nzee L -, M HE P�V LQ:""t s o l F�Zb M M OW-Z r1h:D ITT U�Vt 2 7_ Z s F=►� wt l�kzs , IN ST`(L , R Z4c_e�R!- tZFFLUEyvT Ft LTQYZ RT . Rt nwWO. z w /nPrN115JA_A)Cje tNsT v- q�tws 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 � - Lpp gallon capacity manufactured by Weehs W /z^ . F:i Ly . ► 7ft,�e_ - �b lair aoo 6m_ Ww W -s 77►z 4. Bench marks _ SNP'' 5. Divert surface water around system to prevent ponding at the uphill side. Page _1 UT I Approved Synthetic Covering ASTM C33 Distribution Pipe Medium. Sand _ H _ G Topsoil +� ____ ____ F Elev. L)0- D 3 E b y % Slope Distribution Cell of Force Main Plowed 2" to 2?" Aggregate From Pump Layer D 2.0 Ft. E Z.Z4 Ft. CROSS SECTION OF A MOUND SYSTEM F 0.8 Ft. G o. S Ft. A b Ft. H I .0 Ft. Linear Loading Rate= b •� GPD /LN FT B 1t z) Ft. Design Loading Rate= o- 31.GPD /SQ FT Ft. Ft. K 1Z. Ft. Alternate Position L 1Z Ft. of Force Main W ZS Ft. L I �— Observation Pipe o — — --f ---- K o- i ...--------------- - - - - -- ----------------- - - - - -- pox . A t, n - -- - I Y W ♦-r- __�_ - - -- - -- ------ - - - - -- Force in Distribution Cell of to 2 Pipe aggregate Observation Pipe (Anchbr securely) PLAN VIEW OF A MOUND SYSTEM T` t P,1 Ct� L L ZsJS S. 5 x`[10 N PV C. FU - P Lateral Manifold x x x z x!2 xn x x x I x Lateral Length — 4 Lateral Length —P Distribution Une IT hrrulF�l� • `r ri� I P 9 Ft. Hole Diameter 3)16 Inch - S Ft. Lateral 1 ��Z Inch(es) X ZY -inches Manifold S._ Inches Force Main " 3 Indies # of holes /pipe Z S Invert Elevation of. Laterals Ft. ' r • ' _� uoulas Submersible Effluent Pump F 3885 APPLICATIONS • Overload protection must smooth operation. Silicon can be operated continuously Specifically designed for the • be provided in starter unit. bronze impeller available as without damage. following uses: Shaft: threaded, 400 series an option. ■ Bearings: Upper and • Homes stainless steel. ■ Casing: Cast iron volute lower heavy duty ball bearing • Farms • Bearings: ball bearings type for maximum efficiency. construction. upper and lower. g p ■ Power Cable: Severe duty • Trailer courts 2" NPT discharge adaptable • Power cord: 20 foot y rated, oil and water resistant. • Motels for slide rail systems. • Schools standard length (optional n Mechanical Seal: SILICON Epoxy seal on motor end • Hospitals lengths available). P CARBIDE VS. SILICON provides secondary moisture • Indust Single phase: Industry •'' /s and'' /2 HP —16/3 SJTO CARBIDE sealing faces. barrier in case of outer jacket • Effluent systems Stainless steel metal parts, damage and to prevent oil with 115 V or 230 V three BUNA -N elastomers. wicking. prong plug. SPECIFICATIONS • % -1'/2 HP —14/3 STO with ■ Shaft: Corrosion - resistant ■ 0 -ring: Assures positive Pump bare leads. stainless steel. Threaded sealing against contaminants • Solids handling capabilities: Three phase: design. Locknut on three and oil leakage. W maximum. • '/2 -1'/2 HP —14/4 STO phase models to guard • Discharge size: 2" NPT. with bare leads. On CSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. listed models — 20 foot on accidental reverse rotation. • Total heads: up to 123 feet length SJTW and STW ■ Motor: Fully submerged in SP Canadian Standards Association TDH. are standard. high -grade turbine oil for • Mechanical seal: silicon lubrication and efficient heat Underwriterslabordtories carbide -rotary seat/silicon FEATURES transfer. carbide - stationary seat, 300 m Impeller: Cast iron, semi- ■ Designed for Continuous series stainless steel metal Operation: Pump ratings are parts, BUNA -N elastomers. open, non -clog with pump- within the motor manufacturer's • Temperature: out vanes for mechanical seal recommended working limits, 104 °F (40 continuous Protection. Balanced for 140 °F(600C)intermittent. METERS FEET • Fasteners: 300 series 90 stainless steel. SERIES: 388 SIZE:'/' SOLIDS • Capable of running dry 25- 80 vr E15}t RPM: VARIOUS without damage to 5GPM l components. 70. twelai sFr 20 Motor w 60 1 i I i Single phase: _ ' • % HP, 115 V, 200 V, 230 V, " so 60 Hz, 1750 RPM;'' /2 HP, z 15 ! ' - 115 V, 60 Hz, 3500 RPM; 0 40 4 5H ! ! HP- 1% HP, ,230V, � E0 60 Hz, 3500 RPM. ° 10 30 • Built -in overload with wEO ! ' automatic reset. 20 , • Class B insulation. 5 i = Three phase: `. 10 • % HP —1'/2 HP 200/230/ 0 0 ' I 460 V, 60 Hz, 3500 RPM. ' 0 10 20 30 40 50 -60 , 70 80 90 100 110 120 130GPM • Class B insulation. o i0 io 3 mom CAPACITY 0 1995 Goulds Pumps, Inc. Effective May, 1995 vi► iscon ssIR Department of Commerce SOIL AI�t64 ITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated Services in accordanp6,with Comm 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inchr s in size. Plan must ' County include, but not limited to: vertical and horizontal reference poirit ,(BM), direction and - < percent slope, scale or dimensions, north arrow, and location and distances tb Nearest road Parcel I.D. # APPLICANT INFORMATION - Please print all information. Re d by Date Personal information you provide may be used for secondary purposes (Privacy,Law, s. 15.04 (1) (m)). ,c Property Owner Property Lo0akon ewly ''O Govt. Lot y � 1/4 sC - 1/4,S yL T N,R s E (o & Property Owner's Mailing Addre s Lot # Block# Subd. Name or CSM# A m( - 4 /O City State Zip Code Phone Number ❑ city village Town Nearest Road ty 9 TZ© I w OZ3 (,6/2 414-41,75_ 1 Iv ST [a New Construction Use: � Residential / Number of bedrooms � Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow 60 gpd � Recommended design loading rate . bed, gpd/ft trench, gpd /ft Absorption area required bed, ft ,:_tf'ench, ft Maximum design loading rate bed, gpd /ft trench, gpd /ft i Recommended infiltration surface elevation(s) l WZ,& 1P — /* ft (as referred to site plan benchmark) Additional design /site considerations 4 &AI ZIe C_ Parent material 45 iZ 4,*z 7a Flood plain elevation, if applicabl � ft S = Suitable for system Conventional Mound In Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system El S U 0 S El U ❑ S [7 U ❑ S 4 U ❑ S O U El S U SOIL DESCRIPTION REPORT I Boris # Horizon Depth Dominant Color Mottles Structure GPD /ft 9 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ground ? 2 lev. c 3 c Mffpr — — ; ,gyp , ,✓ Depth to limiting fact r �� t Remarks: Boring # ...... o v M- _ F 'r os G_ INL Ground N f -e �• ft . ; Depth to limiting factor / ✓m. Remarks: Z zaz X/ nw G - CST Name (Please Print) Signature Telephone No. D T �/� - s-6 Address Date CST Number �k��. PROPERTY OWNER •�iGgtS SOIL DESCRIPTION REPORT ���•' � Page , Z of • 3 PARCEL I.D.# r&r 3y Alf Borin g # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 3 t • L sL F .`� 2 At FA A W _ Ground 3 ie 5 1 - IN 4 - .y_ ,S" •`� e lev. Depth to limiting facto .ifi. I I I f Remarks: Boring # [3 Ground elev. n. 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 # Ground elev. n. Depth to limiting factor in. Remarks: Boring # -3 Ground elev. Depth to limiting factor 'n. Remarks: SBD -8330 (R.9/98) r FOGERTY PLUMBING & PERK TESTING, INC. P.O. B �IWI54 0 ROBERT ) "Ol f 1 I a# x , 'V G rv E L Fi�� f rire 2- - t?,c/, 4 y Lv1) S7X*,P 4Rou X1 63 S�s,�LG ot*p4E rAc£, Q lw nrourJd oloe/[ /6 / Fe SZ 1 1 f I f , i L f , 1 t I i I j I I , 1 , I , I i i 1 1 1 � 1 i , i � I I 1 T 1 j - , -- - - -- I I { f , f , f 1 I 1 r 6 �- ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner&"er Mailing Address &fi / 1769 /T Property Address AP 2!� s7. (Verification required from Planning Department for new construction) tax �Yp13 City /State Parcel Identification Number LEGAL DESCRIPTION Property Location f , ' /4, 5 ice" '/4, Sec. , T2N- R Town of Subdivision , Lot #� Certified Survey Map # J,� �/,?y� , Volume 1 , Page # Il�'gd Warranty Deed # Io fy- , Volume / .sue, Page # e Z Y.1 Spec house ❑ yes Po Lot lines identifiable E yes ❑ no SYSTEM MAINTENANCE Improper use.and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeymanplumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. GNATURE OF DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. 1 / / SINATUkE OITA" 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 deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed r ` y r STATE BAR OF WISCONSIN FORM 2 -1998 61 0822 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS von 1458 PAGE 242 ST. CROIX CO., WI Document Number RECEIVED FOR RECORD This Deed, made between 09 -23 -1999 9:00 AN Harold K. Brandt and Betty R. Brandt, husband and WARRANTY DEED Wife EXEMPT A Grantor, CEP,T COPY FEE: and Dennis D Fog a single person COPY FEE: ge TRANSFER FEE: 144.00 RECORDING FEE: 10.00 PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: The Northeast Quarter of the Southeast Quarter (NE 1/4 of BE 1/4) of Section Eight (8) , Township 29 Recording area North Range 15 West. Name and Return Address TITLE ONE Premier Group, Inc. Grantor hereby also conveys an easement for 706 19th St. So. construction and maintenance of a mound type septic Hudson WI 54016 system of a size suitable for a three bedroom home to be located on the following described parcel of land: 034 1018 - 50 - 000 The North 234 feet of the West 310 feet of the Parcel Identification Number (PIN) Northwest Quarter of the Southwest Quarter (NW 1/4 This is not homestead property. of SW 1/4) of Section Nine (9), Township 29 North, (is) (is not) Range 15 West Exceptions to warranties: easements, roadways and restrictions of record Dated this to day of . •7 *Harold K. Brandt • + Betty . •R Brandt N1, AUTHENTICATION ACKNOWLFKM t3 STATE OF WISCONSIN Z : }' ) i MI gi � Signature(s) r O ) ' s � r i o ' Perso y came before me ifij� y of i authenticated this day of ve named Harol K Brandt and Betty R Brandt s TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person s who executed (If not, the foregoing instrument and wledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY 4 * Kathleen R. Videen Michael H. Forecki, Attorney Notary Public, State of Wisconsin Eau Claire. Wisconsin My�mmission is pg�rmanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are l t trS I � ) not necessary.) 'Names of persons signing in any capacity must be typed or printed below their signature. 4.os.osaoe t STATE BAR OF WISCONSIN peat i9B9 WARRANTY DEED FORM No. 2 -1998 r 8 �xv ' 2p pp off` '3 , Z446 a` ,gin CER T IF I ED SURVEY MAP BEING THE NE 114 OF THE SE 114 OF SECTION 8, T. 29N. , R. 15W., TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN PREPARED FOR: DENNIS FOGERTY UNPL AT TED, . L ANDS WEST OUARTER CORNER EAST QUARTER CORNER SECTION 8 - REPLACED SECTION 8 - FOUND P.K. NAIL WITH R/R SPIKE ALUMINUM MONUMENT EAST - WEST QUARTER LINE I I ,I 5284.22' S 89 /_ S 89' ,53' 31 R E 1322 17' 1 1 3882.05' 872.17' 416.99' 1289. 16' TCA rg NW COR. APPROX. 2.5' N. 450. 00' APPROX. 3' W. A NE -SE OF E/W Fil I' N . OF FC. COR. I '> OT r MELT, al v� HOUSE[? :2 'W 3301' g 416. 99' I IV r D = A 450. 00': . y m W N 89 °53'3f.'W m I rn :�7 = LOT 2 Q. m 34.61 ACRES Ioo'I I w_ y t m �'' 1, 507, 798 SO. FT, i I I m .12. co 34.02 34.02 AC. EXC. R/W 2 Vy 1, 461, 703 SO. FT. o I to a N :m N4 I � :w y I I SW COR. m: NW-SE NE-SE 1284.02 33:01 I SE COR. — - - NE -SE SW-SE S 89 1327.03' ' m SOUTH LINE OF THE NE-SE i m ' m UNPL A LANDS Z LOT I ARE E w 'N 236,63 SO RES . SOUTHEAST CORNER I u 5. 02 AC. EXC. RiW SECTION 8 - FOUND? 218, 839 $0. FT. ALUMINUM MONUMEN \ i 11 LEGEND 6 ' O • SET I' X 24' IRON PIPE WEIGHING Ra 5C IQn(vpq „'* 1. 13 LBS. PER 0AbWb ti ST. CROIX COUNTY JAMES M. Planning Zonino and Parks Committee �f BEARINGS REFERENCED TO THE EAST -WEST 1 OUARTER LINE, SECTION 8. MEASURED AS NOV � sl804 2 8 Z000 S S89 E. (ST. CROIX COUNTY SMtWOw1m. CDORD. SYSTEM) If not recorded within 30 days of I ° • 300' approval date approval shall by 4q null and void m IN 0 0 300 600 SHEET I OF 2 JAMES M. BE 15 -1804 NELSEN -WEBER LAND SURVEYING 992788 THIS INSTRUMENT DRAFTED BY JIM WEBER DATED Ck - t \ -`'�Q Rte• Vol. 14 Page 3996