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HomeMy WebLinkAbout038-1177-80-000 0 7 \ ƒ 0 / § £ ■ / ƒ k J © 0 = 7= e z \ Cl) a j e 0 o / _ ° E E E r ° g ¥ / f ® w * . G E a r 2 f m co \ ° § @ $ \ \ \ \ \ 2 / ® \ 7 § § i r CD CD CD _ § o c § ° ( a 0 § / E : ! o E a ° Z ° \ � zt \ \ / o _ �� C4 § 3 ` \ § / o \ \ j \ � ( § $ j m m ' n r ; ƒ m m ; ca o c ) i X* I I r x ƒ c -a o o 3 r � CD \ ID a )\ 2 2 0{ z_ w/ § § a > > / a g 2 § \ 0 7 . CA G 8 g = CD / CD j 7 z m z ) � \ PR § m ¥ \ k } z f / 2 . � \$t \C: It \ {#- �)0 % a (4 2 � 2» ƒ s] � ( D § m � / (2 \ : \ C 2 o \ / CD eo � ° ® o § � : 2 1 111111 VIII !1111 Ilill Il111(IIII I!!! !11111 IIII IlII * 8 5 7 8 9 7 3 887897 ST. CROIX COUNTY KATHLEEN H. NALSH AFFIDAVIT OF STORM WATER REGISTER OF DEEDS ST. CROIX CO., WI MANAGEMENT & MAINTENANCE RECEIVED FOR RECORD 08/17/2007 11:15AM AFFIDAVIT REAL ESTATE OWNER ("Owner"): Roxanne E. Tauer & Kurt M. Krall EXEMPT e REC FEE: 15.00 COPY FEE: 4.00 LOCAL MUMCIPALITY ( "County"): St. Croix County, Wisconsin PAGES: 3 r $ On this& day of ? the Owner agrees to ensure that the storm water management facility(s) located on the property desc ed below continue serving their intended purposes in perpetuity in accordance with the storm management plan and operation and maintenance agreement filed as a requirement of the hmd use permit approved by the St. Croix County Zoning Administrator on October 9, 2006, File # LU 0053, a copy of which can be obtained at the St. Croix County Planning and Zoning Department. The Owner also hereby acknowledges receipt of a copy of the Maintenance and Operation Provisions for Infiltration Basins (Rain Gardens). This Affidavit applies to the following real estate, herein referred to as the "Property": SEC 4 T31NR18WPTNENE Lot 21 MALLARD RUN EZ -UT- 1378/394 0 -11 - 7?- 86- - Sw 0 k1 CO 4f- ee e1c * ' ti!� 1 of 3 October 9, 2006 File LU0053 Kurt and Roxanne Krall 1081 County Line Road New Richmond, WI 54017 Re: Krall Shoreland Land Use Permit Parcel # 04.31.18.883, Town of Star Prairie Dear Mr. and Mrs. Krall: This letter confirms zoning approval according to the plans you have submitted to construct a pole shed within the Shoreland District of two unnamed ponds in the Town of Star Prairie. According to the plans, the project will entail filling and grading a total area of approximately 2000 square feet within 300 feet of the two ponds. Staff finds that the proposed project meets the spirit and intent of the St. Croix County Zoning Ordinance and Shoreland District with the following findings: 1. Accessory structures are allowed with a land use permit in the Shoreland District pursuant to Section 17.35(2)(c) of the St. Croix County Zoning Ordinance. 2. Filling and grading for the project will encompass a total area of approximately 2000 square feet on slopes less than 12 percent (including the grading limits for the pole shed and the driveway area), which is allowed in the Shoreland District with a land use permit pursuant to Section 17.29(2)(c) of the St. Croix County Zoning Ordinance. 3. The proposed pole shed will meet all required setbacks, including the OHWM setbacks from both ponds. 4. The shorelines of the ponds contain heavy cover of native trees, shrubs, and groundcover that will adequately screen the proposed pole shed and filter storm water runoff from the shed before reaching the ponds. With conditions for maintaining and enhancing the current level of vegetation, the pole shed will not negatively impact the natural appearance and ecology of these sensitive areas. 5. The St. Croix County Land and Water Conservation Department has reviewed the plans and recommends that the applicant submit a storm water management plan for the pole shed consistent with the requirements of Section 17.29(2)(c)(3) of the Ordinance, and that the applicant install silt fence around the grading limits of the project. 6. The Wisconsin Department of Natural Resources does not object to the issuance of this land use permit provided the standards in the Shoreland District are met. Approval of the land use permit is subject to the following conditions: 1. The applicant/property owner must contact the Zoning Administrator prior to commencing construction and when all construction is completed. r ` 2. Prior to commencing construction, the applicant shall contact Steve Olson at the Land and Water Conservation Department (715- 760 -1992) for guidance on providing a storm water management plan consistent with the requirements of Section 17.29(2)(c)(3) of the Ordinance. Due to the sensitive nature of the site, alternative options for managing storm water may be explored to minimize the need for any additional filling and grading. Such options may include maintaining a native vegetation buffer within the 75 -foot setbacks of both ponds Condition 6;. The applicant shall submit a copy of the approved plan to the Zoning Administrator for the file. 3. Prior to commencing construction, the applicant shall install either a double row of silt fence or a single row of reinforced silt fence around the perimeter of the grading limits, particularly between the pole shed and the pond to the south as recommended by the Land and Water Conservation Department. The silt fence shall remain intact until self - sustaining vegetation is established on all disturbed areas of the site. No phosphorous fertilizers shall be used to establish and maintain a lawn on any of the disturbed area, unless a soil test confirms that phosphorous is necessary. 4. The pole shed must be painted or finished in earth tone colors to complement the natural surroundings. 5. The height of the pole shed shall not exceed 20 feet as measured from the lowest adjacent grade to the midpoint between the eaves and the peak pursuant to Section 17.12(5) of the Ordinance. 6. The applicant shall retain the existing level of native trees, shrubs and groundcover within the 75 -foot setbacks of both ponds to substantially screen the pole shed, filter storm water runoff and sediments before reaching the ponds, and provide shoreline wildlife habitat consistent with Section 17.28 of the Ordinance. 7. Within 60 days of substantially completing construction, the applicant shall execute and record an affidavit referencing this land use permit pursuant to Section 17.12(8)(f) of the St. Croix County Zoning Ordinance. The affidavit shall alert subsequent purchasers of the land of the maintenance requirements associated with this approval. The applicant shall submit a copy of the affidavit to the Zoning Administrator. 8. Within 60 days of substantially completing construction, the applicant shall submit to the Zoning Administrator photos of the completed project as viewed from all angles, including from the shorelines of the ponds. This approval does not allow for any additional construction, grading, filling, or clearing of vegetation beyond the limits of this request. Your information will remain on file in the St. Croix County Planning and Zoning Department. Please contact the Town of Star Prairie to obtain the necessary building permits for the proposed construction. It is your responsibility to ensure compliance with any other local, state, or federal rules or regulations. If you have any questions, please do not hesitate to call. Sincerely, Jenny Shillcox Land Use Specialist/ Zoning Administrator Eric: Land Use Permit Sample Affidavit Protecting Your Waterfront Investment Cc: Clerk, Town of Star Praire Curt Miers, Walters Buildings Steve Olson, St. Croix County Land and Water Conservation Department Dan Baumann, Wisconsin Department of Natural Resources ST. CROIX COUNTY ZONING DEPARTMENT �O e17A.9 AS BUILT SANITARY REPORT 5 Owner & -F A MY TOR N4-S Property Address 108/ A*W t_6iK -:,;; ep,6u F City /State fl pyj 5q01 - 7 Legal Description: Lot ?-I_ Block - Subdivision/CSM # MRII.MI E '/�� t /4, Sec. , TAN -RAW, Town of PIN # 3O - (v 6 - OQpb SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION Tank manufacturer \1rE KS Size ST/PC / 800 Setback from: House IZ' Well P/L Pump manufacturer _ G r, u o5, Model ' ;.s' S � 5 1nlE O 6 ft Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: M hu tJ Q� Width - 7 Length 72 ` Number of Trenches -- Setback from: House 1-45 Well P/L Vent to fresh air intake ELEVATIONS Description of benchmark A(L t N Elevation / ®O Description of alternate benchmark (ten kAC7C Elevation S: Building Sewer 47y ST/HT Inlet 7. ST Outlet V -SS PC Inlet S -7 - z? PC Bottom .77 Header/Manifold 76.7q Top of ST/PC Manhole Cover Distribution Lines( Bottom of System( Final Grade Date of installation J0 /1 q/ Permit number 32027$ State plan number Plumber's signatur a License number 2L32y2 Date / H/ y'$ Inspector f1 Complete plot plan Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Count ST. and Buildings Division Count ST. CROIX INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) SanitarXP- nvg.: Personal information you provice may be used for secondary purposes [Privacy L Z s.15.04 (1) (m)]. TOENNES, BILL & AMY ��4 MI T of: State Plan ID N o.: CST BM Elev.: Insp. BM Elev.: BM Description: Parcel IM 1177 -80 - 000 v� S ; _, - G— TANK INFORMATION ELEVATION DATA A9800486 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. eptic V(, 12 Bench r Z- 2- 10 2 - 2- l Aeration Bldg. Sewer Holding St/ Ht Inlet 71, TANK SETBACK INFORMATION St/ Ht Outlet 'i� 7. 3 TANK TO P/ L WELL BLDG. Air I to ROAD Dt Inlet Air Intake Septic A 1z' Palo, NA Dt Bottom NA Header / Man. Aeration NA Dist. Pipe , c��f ' 78 , - 7 Holding Bot. System • �� o/g, PUMP/ SIPHON INFORMATION Final Grade Manufacturer - -�s Demand 41 k Model Numbers TDH Lift r L oss System}, . < TDHa3 .B'7t Fi fc Forcemain Length A /C Dia. 5_ Dist. To Well SOIL ABSORPTION SYSTEM TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth MEN I N 7 Z I DIMENSION SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manuf I INFORMATION Type Of , mb CHAMBER Mo I Nu : System:[/blovwd v (OC7 N � OR UNIT DISTRIBUTION SYSTEM Header /Manifold Distribution Pip (s) �1 �/ x Hole Size x Hole eacing Vent To Air Intake Length Dia. Z�f Length Dia. Spacing 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 t>-! Topsoil G' [yYes ❑ No jk] Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc. QA y .yZ 35� LOCATION: STAR PRAIRIE 4.31.18,E,NE 1081 POLK /ST. CRAX R8Xr G — loll � j� g wnp�t �� -� �t. - �� �s �,���► �>- �� -x �� ,� -le c (X)4-4f. ,((t„ ev.1l O� . P/'av �-►"i"U(, 91nw K,..f t.K,,(,/ wtv U. f cox�liwz fc.� ��v� Plan revision required? ❑ Yes Ergo Use other side for additional information. SBD -6710 (R.3/97) Date Inspector's Signature ert. N—o Safety and Buildings Division 201 W. Washington Avenue Vi scons i n SANITARY PERMIT APPLICATION P O Box 7302 Department of Commerce In accord with ILHR 83.05, Wis. Adm. Code Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 81/2 x 11 inches in size. 5T G • See reverse side for instructions for completing this application State Sanitary Permit Number - 3 7,0 Z1b Personal information you provide may be used for secondary purposes ❑ Check if revision to previou plication [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATION I /aIWO Pry Owner N me Vi opoperty Location N, R / E (or - �'c - >� r 6� E ff lL" E, t i4, S T .� Pj Prope, y Q�er's Mailing Address Lot Number Block Number Z 7 s T "f -2 1 t , Stat Zi ode Phone Number Subdivision Name or CSM Number 1 1 1 6 11 ) %�Amou kit T YPE OF BUILDING: (check one) ❑ State Owned 0 Cit Se rest Road p Village Wx - 57CIIb+>< � �IWE Public 5d 1 or 2 Family Dwelling - No. of bedrooms _ L. CKTown OF 111 BUILDIN USE: (If building type is public, check all that apply) Parcel Tax Number(s) dig -r17? - pro 1 ❑ Apartment/ Condo • '� 1 g . gg3 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel /Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable) A) 1. New 2 ❑ Replacement 3_ ❑ Replacement of 4 ❑ Reconnection of 5 ❑ Repair of an ' System ____ - ___ System__ _________ __Tank Only______________ Existing _ Existing B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21�Mound 30 E] Specify Type 41 ❑ Holding Tank 12 El Seepage Trench 22 In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade /��,,,,�.� Required (sq. ft.) Proposed (sq. ft.) (Gals/da /sq. ft.) (Min. /inch) Elevation 600 560 56 c� ! � Feet 1O1,3 Feet Capacity VII TANK in Ca gallo Total # Of Prefab. Site Fiber- Exper- INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App New Existin structed Tanksl Tanks Septic Tank or Holding Tank /A 1 7oo r,.s ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber & 0 1 1 8 KS ❑ 1 ❑ 1 ❑ 1 ❑ 1 ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Signatu ( o Stamps) MP /MPRSW No.: Business Phone Number: EF �c Plumbe y 1 2Z37 -I 7J5- 29y -31 at I Plumber's Address (Street, City, State, Zip Code): Ry 295 D RESsEk W/ 5Y O07 IX. COUNTY/ DEPARTMENT USE ONLY (includes Groundwater D at e I ssu e d Issuin A ent Si nature (No Stamps ❑Disapproved Sanitary Permit Fee t 9 9 P ) Approved []Owner Given Initial Surcharge Fee) `�/ Adverse Determination 2 fo X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD- 6398 (R.11197) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber OCT OS '98.- 08 :33AM US FILTER CONTROL SYSTEMS P.i /i 0 ST Cjk - COU NTY SEPTIC TANK MAINTENANCE AGREEMENT AND pWNERSHIP CERTIFICATION FORM OwnerBuyer ; D.v _7oeAJA Mailing Address 7 /.56 S7`�e,.J ; c� n.v ,. I • =�.� Property Address _i6V °4- i C',�Q /X ,, 1) -� (Verification retptired from Planning Dcpat1Maent for new consuwction)„ city/state Parcel identification Number LEGAL riESQUj!TION - prapeaty Location r I /z 4A, fl� �' /•, Sec. � T 3_� �T- R�. Town of s .Ri 12- Subdivision- ,Ly A rl a Rd R a Lot #• Certified Survey Map # _ volume , Page # Wasvanty Deed # �'� �1� O . Volume Spec house O yes 9 no Lot. lines identifiable yes 0 no SYSTEMiNTENANCE Impropec use and maintenance of your septic syo1r-= ceuid4efntlt in its premature failure to Randle waates. Proper maiatefeace consists of pumping out the septie task every tbree years or sooner, if needed by a liowmA pupa. What you put into rho system can affect the tintetion of rite septic W& as a treatment stage iio the waste disposal system. The property owner agrees to submit to St. Croix Zoning Dopattmout s eottMostioa forte, signed by the owner and by a masueplumber. joumeymanplumbec, restricted plumber arm licensed pumper verify* that (1) the on. site wwwwaterdisposal system is in proper operating condition and/or (2) after inspection and pubgdag (if necessary), tba septic tank is Ion than W full of sludge_ Uwe, the undcraigned have read the above requirements and agree to maintain the pnvate sewage disposal system with the standards set Borth, herein, as set by the Department of Commcroe and the Despartmeat of Natural Reacurces, State of Wiseolssio. Certification stenos that your seMe system bas been maintait►ed mint be Camplated and returned to the St. Croix County Zoning Oftloe within 30 dsys of the throo cxptration date. SIGNATURE OF APPLIt^.AN'T VATS OWNER CERTYP YCATION I (we) ce'lify that all saaententg on this form uie Uve W the best of my (our) knowledge. I (we) ant (are) the ownes(s) of the property described above, by vines of a wamuty derA mcoi ed in Register of Dw& Office. 1 WONATURE� OF APPLICANT DATE / � e•ee•• Airy infbrtbatinn Got is zaia•mrresentedmay result in the "tars permit being revoked by the Zoning Deparbnerit. ••••"• +'• Include with tbls application: s sUrapad watravo deed ft o% the Resister of Deeds ot'lioo a copy of the cenifted survey ymnp if refennee is made in the warranty deed Tommy G. Thompson, Governor Philip Edw. Albert, Acting Secretary Nvisconsin Department of Commerce September 30, 1998 CUST ID No.223242 JEFFERY V FOX PO BOX 295 DRESSER WI 54009 RE: CONDITIONAL APPROVAL Identification Numbers APPROVAL EXPIRES: 09/30/2000 Transaction ID No. 148908 Site ID No. 161186 SITE• Please refer to both identification numbers, Site ID: 161186 above, in all correspondence with the <agency. ST CROIX County, Town of STAR PRAIRIE El /2, NE1 /4, S4, T3 1N, RI 8W Lot: 21, Subdivision: MALLARD RUN ALLEN LUNDE RES MOUND FOR: Description: NEW MOUND SYSTEM Object Type: POWT System Regulated Object ID No.: 427968 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. This plan approval is for a 600gpd mound. The following conditions shall be met during construction or installation and prior to occupancy or use: • This plan action is subject to designer comments on the plan • Correspondence Note: P. 0. • Maintain well setbacks per Comm. 83.15(4) & 83.10(1). condi • The orientation of the mound system must be such that the mound's longest dimension is perpendicular to the direction of maximum slope • Per Comm. 83.23(3)(b)2, the area 25 feet below the downslope edge of the soil absorption system must remain APPR DEPARTMENT undisturbed. DIVI 0 OF SAFE 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 SEE CORRE,� 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 le erhead. Sincer DATE RECEIVED 09/22/1998 FEE REQUIRED $ 180.00 Tom raun FEE RECEIVED $ 180.00 Plumbing Plan Reviewer 715- 634 -3026 BALANCE DUE $ 0.00 MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET Project Allen Lunde Owner Address S-r C RW u iA LLS . 1�✓/ 5`102Y i/e5 Legal Description E1/2P11/4 Sec 4 T31,N.R18 W Township Star Prarie County St Croix Subdivision Name Mallard Run Lot No. 21 Parcel ID Number 30- 166 -0000 Plan Transaction Number W.T.S. Index and title sheet Page 1 tiona Mound calculations Page 2 OV Mound drawings Page 3 Pres. dist. calcs. and laterals Page 4 of COMMERCE TDH and pump tank drawing Page 5 11'yV0 11DINCS / P LHART PAle 1r, � LOT PLAO PAL-c 7 SoIL 1 EST a -r-\CA6D �P 0 DENCE Designer Jeff Fox License Number 223242 Signature U �/ Phone No. (715) 294 3141 Date 8/28/98 Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Slats. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. SBD- 10462 -E (R.05M) 1 Design message(s) to consider Page 1 of MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch- pounds Metric Residential or commercial? r (r or c) (y or n) Replacement system? Creviced bedrock site? n (y or n) Slope 6 % Wastewater flow rate 600 gpd 2271 Lpd Depth to limiting factor 24 in 61.0 cm 24 In situ soil infiltration rate 0.4 gpd /ft 2 15.3 Lpd /m Contour line elevation 98.0 ft 29.877 m Use standard fill depths? X OR Design depth? in cm Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Center or end manifold C (c or e) Hole diameter 0.25 0.125, 0.156, 0.188, 0.219,0.2 5, In 0.281, or 0.313 inch only. Lateral spacing 3.50 ft Use 0 lateral spacing for trenches. Estimated hole space 3.50 ft Not a final calculation. Number of laterals 1 4 9 Pump tank elevation 88 ft Outside bottom of tank. Forcemain length 1 75.0 Ift Forcemain diameter 2.0 in 1.5, 2, 3 or 4 inch only. 2.067 in Actual I.D. HOLE DIAMETER CONVERSIONS 1/8 =0.125 1/4 = 0.250 SYSTEM :SOLUTIONS Inch - pounds Metric 5/32=0.156 9/32=0.281 Estimated daily flow 600 gpd 2271 Lpd 3/16=0.188 5/16=0.313 7/32 = 0.219 Absorption cell Design !oad rate & area I.2 gpd /ft 500.0 ft 46.45 m Linear loading rate (LLR) 8.33 gpd /ft 103.3 Lpd /m Design width (A) 7.00 " ft 2.13 m Cell length (B) 72.0 ft 21.95 m Depth of cell (F) 9.5 lin 24.1 cm Sand filter Upslope fill depth (D) 12.6, in 30.5 cm Downslope fill depth (E) 17.0 in 43.2 cm Basal area required (gpd /infiltration rate) 1500.0 ft 139.35 m Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.5 cm Subsoil depth at cell wall 6.0 in 15.2 cm End slope toe length (K) 10.50 ft 3.20 m Up slope toe length (J) 7.10 ft 2.16 m Down slope toe length (1) 13.80 ft 4.21 1 m Basal adjustment made. Total mound length (L) 93.00Ift 28.35 I m Total mound width (W) 27.90 It 8.50 m Project: Allen Lunde Transaction Number Page 2 of MOUND PLAN VIEW observation pipes (typical) �J 27.9ft A= 7.00 ft 2.13m 8.5 _ m ;: •:.;: ; ;;.. A B = 72.0 ft 21.95 m W B J= 7.10 ft 2.16m I K I= 13.80 ft 4.21 m K = 10.50 ft 3.20 m L Imo— L _ 93.00 ft 28.35 m typ. obs. pipe (anchored securely) I = down slope dimension [ = absorption cell (AxB) J = up slope dimension O = plowed area (LxW) K = end slope dimension 6' (152 mm) T MOUND CROSS SECTION subsoil cap D = 12.0 in 30.5 cm lateral topsoil c H E = 17.0 in 43.2 cm invert 99.50 ft ____ __ F = 9.5 in 24.1 cm elev. 30.33 m :::::::::::::::: JF G = 12.0 in 30.5 cm T ASTM C33 H = 18.0 in 45.7 cm D Sand Fill E sys. 99.00 ft + elev. F 30.18 m 98.00 ft contour 29.87 m elev. 6 - slope D = upslope fill depth plowed layer E = downslope fill depth Note: Absorption cell media will consist F = absorption cell depth of aggregate and pipe with laterals G = subsoil + topsoil depth at cell wall centered across AxB media. The cell H = subsoil + topsoil depth at cell center media is covered with geotextile fabric. Designer notes: Project: Allen Lunde Transaction Number: Page 3 of PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch- pounds Metric Width (A) 1 7 Ift 2.13 m Length (B) 72.0 ft 21.95 m Lateral specifications 2.0 Number laterals _ 4 Holes /lateral 10 holes 34.5 Lateral length (P) 34.83 ft 10.62 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 11.65 gpm 0.73 Us Sys. dis. rate 46.60 gpm 2.94 Us Hole spacing (X) 44 l in 1--j-L1.8 cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) Place X in red X" one choice 1 1/4 in (32 mm) x box of chosen from the options 1 1/2 in (40 mm) x x diameter. provided. 2 in (50 mm) x 3 in (75 mm) X 1. Manifold diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) 'X" one choice 1 1/4 in (32 mm) x Place X in red from the options 1 1/2 in (40 mm) x box of chosen provided. 2 in (50 mm) X x diameter Li (75 mm) x 4 in (100 mm) X Distribution system contains: 4 Lateral(s) LATERAL DIAGRAM - CENTER CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. :i � Force main connection via tee or Cross to manifold at any point. w Laterals are identical typi cal S P j; end cap IF X } IF::17_ I .42 Laterals &fore main of PVC fich 40 Last hole drilled next to end cap (per COT +lT.9 Table 3 .30 - Holes drilled on the bottom of the lateral. a = permanent end marker equally spaced Inch- pounds Metric Lateral length (P) 34.83 ft 10.62 m Lateral spacing (S) _ 3.50 ft 1.07 m Hole spacing (X) - 44 in 111.8 cm Manifold length 3.50 ft 1.07 m Hole diameter 0.250 in 150 Jmm mm Lateral diameter 1.50 in mm Forcemain diameter 2.00 in Project: Allen Lunde Transaction Number: Page 4 of y TDH and Pump Tank Drawing Total D Plead Operational head 2.50 ft 0.76 m Vertical lift 10.70 ft 3.26 m Are laterals the highest point in the Liz Friction loss 2.63 ft 0.80 m system? Yes 'W' here. x Total dynamic head 15. 83 ft 04.82 m If no, what is the highest elevation Dose Volume downstream of pump? Dose is > 10 times lateral volume Forcemain drain Lateral void volume 14.7 gal 55.6 L back to tank? ("x" one) Minimum dose 150.0 gal 567.$ L x Yes S 1 Drain back 13.1 gal 49.6 L No 3 Dose vohtme ( 163.1 gal 517.4 11 L Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. y approved manhole cover with T weather proof L warning label and locking device grade levels junction box -> disconnect grade levels alternate 4' vent pipe electric as per NEC 300 and E- outlet Comm 16.28 WAC location 1T (46 cm) min. wall of pump k - approved chamber or outlet joint combination tank A Provide 1/4' weep hole or anti - alarm on siphon device as necessary pump on B Grade levels pump 88.6 ft C - pump tank manhole = 4'(10 cm) off elev. 27.0 m minimum above finished grade D - vent = 17' (30.5 cm) minimum above finished grade - 88.0 ft Pump tank elevation 3 " (75 mm) of bedding under tank 26.$ m bottom of tank Tank manufacturer Weeks Pump tank capacity 19.05 gal /in Pump tank volume 800 gal Purrip manufacturer goulds Itches Gallons Pump model number JModel 3871' EP A 25.4 484.5 B 2 38.1 315.5 Alarm manufacturer Tank Alert C 8.6 163.1 Alarm model number 601 Q 6 114.3 Project: Allen Lunde Transaction Number: Page 5 of 08/19/1996; 08:09 715 -634 -5150 HAY SAFETY AND BLDGS PAGE OG • 1 L r � • 1 M METERS rt[Y 10• -- MOM — 3971 O �0 Y -- :5 x 6 16 a EPOS 10 s — 0 00 �p 40 30 40 Sa LLS.O'N 0 2 • 0 0 10 1Z ON CAPACITY Pump Specifications Features anti Benefits ` /N and 'A HP + EPO4 impeller- semi -open design Up to 60 GPM with pump out vanes to protect Mmimurn head to 32' mechanical seal. DUllaltio r.l?o 1 NPT • EP05 impeller - enclosed design . rnaxln for improved performance. Motor • Rugged glass - filled thermoplastic All rnolors feature ball canna and base, design provides bearing construction. superior strength and corrosion Single phase: 115V resistance. Materials of Construction • Cast iron motor housing for t Cast iron efficient heal transfer, strength, Thermoplastic. and durability. Stainless steel • Corrosion resistant threaded stainless steel shall. -Available for automatic and manual operation. • GSA listed models available. °ration and feature stainless steel hifdware. A6 d 08 -19 -97 07 :09 RECEIVED FROM:715 634 5158 P•O6 AL LumbE 1 X61 JU'vW`Zi G S i 0- Rolx FALLS 5yD2y i i �i?OIbSED y �.. BELv?OOn.'1 ,.12D0 GAL VJ,EEKs SEPne 7"RN o . CO 6 AL VVKEX i VMP TAWK 2 '' rOxreM IJ 6� � � 3 7 IS ED i P � ,► MO - 9EV(-NMARK _ NAIL HILT N RI && rJ IM 7RF= E C`BENCi(MI RK FDUN)3 ,LBErDKE IXSi61)flA(6 Sy Ki D S a1L � oRln(G �- 5CALF �- P�✓a Wisconsin Departmen of Industry, SOIL AND SITE EVALUATION labor end Human Relations Page / of J Division cr Safety and Buildings in accordance with s. ILHR 83.09, Wis. Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County 401 do, but not limited to: vertical and horizontal reference point (BM), direction and F.. rcant slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all information. Reviewed by Date Porsonal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Pr / op � / erty Owner - / 4'4 Property Location e -3 Govt. Lot % `V".'3.�(J 1 /4,S T ,}� ,N,R�� E (or) W P roperty' Owns Mailing Address Lot ff Block# Subd. Name or CSM# _ / (mot. � ��' /�� / r� 4 A,/ City / State iP Code Phono Numbor - Nearest Road o//' / — ('71J ) �93 J ) L� �Gity I_J vin,agu I_ Town �� �.v ✓l i. ✓� �d ,®-New Construction Use: nJ g �' - Residential / Number of bedrooms Addition to existing buildin g ❑ Replacement ❑ Public or commercial -Describe: Code derived daily flow / /���`'' '�' gpd Recommended design loading rate bed, gpd/ft trench, gpd /ft �� �J ed tt �' trench it loading bed d$ trench d /ft Absorption area required _ ,L b Maximum design load nd rate , gp , 9P R000mmonded infiltration surface elevation(s) ---ft (as referred to site plan benchmark) Additional design /site considerations C_ ') / -' 1 / �n�LS �f • SO Parent material - -_- _ — Flood plain elevation, if applicable —ft _ Conventional Mound in- Ground Pressure AT -Grade System in Fill Holding Tank S == Suitabie for system U Unsuita for system ❑ S U S ❑ U ❑ S U [] S- U ❑ S a EIS N U SOIL DESCRIPTION REPORT Boring Horizon Depth Dominant Color �- Mottles Structure GPD /ft g Textu: a Consistence Boundary Roots i. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ground - 7 J � i rri rrn_2 � / �irnri6k rr., T/�. �.5 + Z " � y Depth to — — -- - limiting far,. c;r -in. Remarks: / Boring # �� �' , !� � —1 — / J�k , -�-• -� �� cJ �, -�.... -y ; - S 7 J Y , /) _ (J L Ground ?G> -,� f �Y ) '� D/ S�' v�� r - �P P -- - - -� -- - - r, eiov. � q Depth lirriling .---- factor `_ j << %__in. Re marks: �. �_ CS ame (iT •.ease Print) / , signature f - -- Telephone No. N Address tt (,r Dale CST Number : ', �r1� !'_/ / l c✓ 75" < -- SOIL DESCRIPTION REPORT VkOPFRTY OWNER - -- Page of J_ PARCEL I.D.# Horizon De pth Dominant Color Mottles Structure 2 Boring # p Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench o V J Ground elev. 0 / ? 3'(5'- �Y '' ��S ; - Y Sc/ ->., ✓ ' `_ '� fit! Depth to limiting factor Ll "— -- -- JL3 Remarks: Boring # Ground eluv. -- - - -- - - - -- - -- -- -- — ft. 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. ft. Depth to -- - — — .— _.. - - -- -- - -.. - -- - -- — limiting factor in. -- - - Remarks: Boring # — Ground Depthto - -- ----- ---- -- - - - -- -- - - - - -- - - - -- - -- - - -- — limiting factor in. -- Remarks: Sf3nW -8330 (R. 08/95) to tJ C-N Wisconsin Department of Industry SOIL AND SITE EVALUATION 'Labor and Human Relations Page / of Division of Safety and Buildings in accorda ' r(Olj .09, WiS. Attach complete site plan on paper not less than 8 1/2 x 11 inch it*�l' e. PIK must Coun7I.D. include, but not limited to: vertical and horizontal reference point ), #W, and` r) percent slope, scale or dimensions, north arrow, and location rtrf istan 1 eare� road. rce APPLICANT INFORMATION - Please print all if rd iatlon K `� a ��It ' " evia ad by Date Personal information you provide may be used for secondary purposes ( va Law, A5 (1� `' Property Owner �� u ,��� �; Propkiy Loc0oyr Ua //f eti Sfa .�, f� pm dt i z 11&Ali!� 1 /a,s 7` T Y/ ,N,R /8 E (or) W Property Own is Mailing Address Block# Subd. Name or CSM# .13 ce, "'Xz /?Z/ city� State /Zip Code Phone Number �f Nearest Road a/ - �J jyd2o (7is) Y93-33& City ❑ village [ Town O� �ou i✓� ��/ 0-New Construction Use: E-Residential / Number of bedrooms �' ` Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd ,�, >) Recommended design loading rate bed, gpd/ft trench, gpd/f1 Absorption area required F l.�r bed, ft2 d ' trench, ft Maximum design loading rate bed, gpd/ft trench, gpd/ft Recommended infiltration surface elevabon(s) ft (as referred to site plan benchmark) Additional design /site considerations � d 'Yif 'J4; Parent material .. Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = unsuitable for system ❑ S 0 U as ❑ U ❑ s a U ❑ s -] U ❑ S I�'U ❑ S P§ U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench !o Q y 3 /3 �ir'�Sfak ew s Y ..� Ground v �j y jf Y.- e' /�„ a6k /,+� XZ 05 2- D a y . • ft y C ,39- 73 L AI � �' j D4 4 - & Jc ✓v,' •p, ;N,p Depth to limiting fa or �in. Remarks: Boring # d 8 w ay,., •Y , 1 El __./9 p — Z_ Ground .�lo �- `fj� f �� SG' 1!t , '"' 1 0 , n/ elev. Depth to limiting factor ,3 in. Remarks: CST Name ease Print) ignature c Telephone No. ^ � ✓ ` y74 ' 7 Address � / ,_ ll 61 1 Date CST Number to /S o��d dtJ �L/C levl �SS��J J. Z/ / 79r J 7� � � �� �� ���M ���� C � � � � M �' � o e� ,� � �, �� � � � a� a � � � � o � �� � � �, �, _ � � � � � � � � �� � � � � � � � � �� N � � � Q r "'1 k cs, �. �,� '� o � �, � �\ � \ � � \ _ �� � �> j � �� o. �� Z � j 1 LM ID to P kD . OD '/� 111,,, .___ -- _ --- , \ � \ \ 1, <- �_ � � ,,. �\ o \\ x v rn oi \III r�y{iL CO — _ r fill r ON w bo n) � s . 1 I :P J �\\ 1 90 ti ul CD T aA 1 i t r \ N VT