Loading...
HomeMy WebLinkAbout32000990424000_Variances_05-14-1998Variances Barcode 128 Office of County Recorder I hereby certify that the within instnjtnent was filed for record in this office on thp 2 ?. _____OfijL-AD 19_55__^t.5.i and was dcf/ Microfilmed as Doc day of .M 6 jitk-Llall Dooc'y ft '. .^1 L- /< THE ABOVE SPACE IS RESERVED FOR THE COUNTY RECORDER APPLICATION FOR VARIANCE COUNTY OF OTTER TAIL COURTHOUSE, FERGUS FALLS. MN 56537 (218) 739 - 2271 COMPLETE THIS APPLICATION IN BLACK INK***io« « « Application Fee a7(ci'iReceipt Number X>s- DAYTIME PHONERoioet-T * I hAArrspi^PROPERTY OWNER ^3^ (A)e<^r po^e^r \AJ fir (t ^ , Avt/V,ADDRESS +Si-T'SS-dSfAt p)^ A K£ SeLAKE NAME LAKE NUMBER LAKE CLASS ir?8 A/ i* 4~v~ J~TOWNSHIP/fo ir FRANCE ^0SECTION TOWNSHIP NAME Hosx!FIRE NUMBER OR LAKE I.D. NUMBER hhttc^L / P4^r Ury ^ SlcVr,., r: ,5 7 LEGAL DESCRIPTION uT Lo'tS'S X alL eP (oT G/•Xo- 0,'rr- -Ta-Li -j 6e4Cly^ Thur-cA A-cJJ, ^c> tx. V 7~ ^A,ZJ' rv\ ,v , TYPE OF VARIANCE REQUESTED (Please Ch^) Structure Setback Structure Size____Sewage System Subdivision Cluster Misc. SPECIFY VARIANCE REQUESTED a/ <d f-so-d "'a U^y /O A>/»/atrnt-e/ ^ yk-^-S A<^ K BECEiVEu APR 15 :i998 UNO & RESOURCE I UNDERSTAND THAT I HAVE APPLIED FOR A VARIANCE FROM THE REQUIREMENTS OF THE SHORELAND MANAGEMENT ORDINANCE/SUBDIVISION CONTROLS ORDINANCE OF OTTER TAIL COUNTY. I ALSO UNDERSTAND THAT OTHER PERMITS MAY BE REQUIRED, IT IS MY RESPONSIBILITY TO CONTACT LAND & RESOURCE MANAGEMENT REGARDING THIS MATTER. V - / 3 ' f ^ DATESIGNATURE OF PROPERTY OWNER APPLICANT MUST BE PRESENT AT THE HEARING (Applicant Will Receive Notification As To The DateFime Of Hearing) q iuCLCh (2.0^^A-u yc^e2 4i2) dd-d^'i-L^V^3 ^97 L> ^6'^ 7 ds- ood 2-^7 d/j^ (p^ - AP0Q> (fiS-O07 26-d (7^ (pS-0d2 (eG-7700 ■rntCAccepted By Land & Resource L & R Official/Date /^. 9^/?AnDate Of Hearing Time Motion Robert and Cheryl Mattson - Approved Motion was made by John Everts, seconded by Cecil Femling and unanimously carried, to approve the placement of a proposed drain field into the road right-of-way subject to a letter from the township approving the location. It was noted that this is the best location on this substandard lot for the placement of a drain field and that the placement of the drain field in this location will allow proper setbacks to be maintained from other structures and wells within this immediate area. It was also noted that the granting of this variance would not establish precedence in this immediate area. 'Chairman/Otter Tail County Board of Adjustment Permit(s) required from Land & Resource Management Yes (Contact Land & Resource Management) No Copy of Application Mailed to Applicant And the MN DNR L R Official/Date bk 0797-001 267.3B3 • Victor Lundeen Co.. Printers ■ Fergus Falls. Minnesota a GRID PLOT PLAN feet SKETCHING FORM1Scale:grid(s) equals feet, or inch(es) equals fj- /?Dated:, 19 /Signature// Please sketch your lot indicating setbacks from road right-of-way, lake, sideyard and septic tank and drain- field for each building currently on lot and any proposed structures. I AKt 7 I tJ < uT I V/ ^ V~t) \ J t o' ^ ! --------RECEIVED APR 15 1999 MKL — 0871 — 029 281.949 • Victor Lundeen Co. Printers • Fergus Falls, MN • 1-800-346-4870 ' INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEETSOIL INFORMATION TEST HOLE #2TEST HOLE# I Estimated Sewage Flows in Gallons per day (gpd) FLOWSTRUCTUREMUNSELL COLOR SOIL TEXTURESTRUCTUREDEPTH IN INCHES MUNSELL COLOR SOILDEPTH IN INCHES ^00 gpdEstimated measured A.TEXTURE Type INumber Typen TypeUlgpdBLOCKY PRISMATIC NONE _X 1.5= SEPTIC TANK VOLUME __________gallons BLOCKY of Bedrooms 0o - e PRISMATIC NONE / /✓•/v-yr/? _ “ - 300B.225 ISO2 60%450 300 2183 of the valuesBLOCKY PRISMATIC NONE 600BLOCKY PRISMATIC NONE 3754 256/d>/^vSc'^-'O^8 -s-lii SOILS (Site evaluation data) Depth to restricting layer = M ^^ j Maximum depth of system C - 3 ft = feet '' Texture -'irj.v/./ Percolation rate / MPI 3~7 sqft/gpd 750/450 2945 in9005253326- 40 Type I, norvAC.//1050 600 3707 1200 675 4088D.mBLOCKY PRISMATIC NONE BLOCKY PLATY PRISMATIC NONE columns/0,y.'E. rv SSFF.Septic Tank Capacities (in gallons)/cd.Slope.^l_%G.'X Number of Bedrooms Minimum Liquid Capacity Liquid capacity with garbage disposalbl(x:kyPLATY PRISMATIC NONE BLOCKY PLATY PRISMATIC NONE TRENCH BOTTOM AREA For trenches with 6 inches of rock below the pipe: sq ft of bottom area For trenches with 12 inches of rock below the pipe: X 0.8 =____sq ft of bottom cirea For trenches with 18 inches of rock below the pipe: A X F X 0.66 = For trenches with 24 inches of rock below the pipe: X 0.6 =____sq ft of bottom area BED BOTTOM AREA For seepage beds with 6 or 12 inches of rock below the pipe; =____sq ft of bottom area 2 or less 3 or 4 5 or 6 7, 8or9 750 1125 H.1000 150015002250AxF =Depth to standing water Depth standing water '1-2'' ^to 6o"2000 3000 I. Depth mottling A X F X 0.8 =Soil Characteristics and Required Areas for Sewage Treatment Depth mottling totoI^0 12" -ht J-Square feet per gallon per day Percolation Rate in Minutes per Inch (MPI) X 0.66 =____sq ft of bottom area Soil TextureDescribe the surface features (slope, runoff, weather conditions, vegetation type, evidence of compaction, etc.) la., o/ — iLzi-lcih SYSTEM IS _(p)ri^W ( ) REPAIR K. Faster than 0.1 * 0.1 to 5 0.1 to S ■ 6 to 15 ^16to3o 31 to 45 46 to 60 Slower than 60*** Coarse Sand Sand Fine Sand "* ~~^5ndv ^ A X F X 0.6 =0.831.67L22( ) GRAVITY FLOW HfRESSURE DISTRIBUTION L.Loam Silt Loam Clay Loam 1.67SYSTEM DESIGN 2.001.5 X A X F = 1.5 X 2.20 Clay DEPTH OF SYSTEM SYSTEM DESIGN FLOW ^OO GPD NUMBER OF BEDROOMS _ NUMBER OF BATHROOMS TOTAL SQ. FT OF STRUCTURE____________ WATER USES:* Soil too coarse for sewage treatment. Use systems for rapidly permeable soils. ** Soil having 50% or more of fine sand plus very Hne sand. ••“Soil with too high a percentage of clay for installation of an inground standard system. ROCK VOLUME IN CU FT Rock depth below distribution pipe plus 0.5 foot times bottom area: M =Rock depth + 6 inches x Area (H,IJ,L,K) (____+ 0.5 ft) X ROCK VOLUME IN CU YDS ( ) WASHING MACHINE ( ) DISHWASHER ( ) WATER SOFTENER ( ) GARBAGE DISPOSAL M. SOIL SIZING FACTOR / D1 / PUMP SIZE 2/ .rr cu ft TANK SIZE Volume in cu ft divided by 27 M + 27 = cu yds___+ 27 = _ ROCK WEIGHT N.LIFT STATION SIZE SOQ SOIL TREATMENT AREA SIZE___ DOSE VOLUME TYPE OF RESIDENCE cu ydsLENGTH OF LIFT LINE(^/^'^EI ( ) TYPE III 6 inches= 0% Reduction* 12 inches= 20% Reduction 18 inches= 34% Reduction 24 inches= 40% Reduction * sizing for gravelless trench SQFT( ) TYPE II ( )TYPE IV Cubic yards times 1.4 = tons N X 1.4 = tons _ O.TOTAL DYNAMIC HEAD Xl.4 =tons £k.;/cc^WELL INFORMATION-Property’s Well DEPTH OF WELLjp-^Jecl Oc«/> Neighboring wells (within 100 ft of system) Depth of Wells ~ Name of Designer I Designer II ___ TYPE OF WELL Type of Wells P^Nl■C.cl ~SYSTEM LENGTH Select trench width = Divide bottom area by trench width: (H, I, J, or K) + P = lineal feet P. Q-Date of Site Evaluation Geotexdle FabricV- /7-I pS:siA If the site evaluation determines a mound system, please attach the mdyrij^ 15 design worksheets. J 2" Rock Cover=___lineal feet Ql. Gravelless Design AxF-i-( 3 for lO’^ipe, 2 for 8" pipe, width of the Chamber) -Sc\0 X />t07+ -3 =MPCA Number ^ IS Phone 4" Dist. PipeIjI") feet I certify that the site evaluation has been completed in accordance with all provisions of ISTS Minnesota Rules Chapter 7080. LAWN AREA Select trench spacing, center to center = » feet Multiply trench spacing by lineal feet R x Q = sq ft of lawn area X ^ = 2^2l sq ft R. S. V-V -6-24" Rock 1> 1^-11 IT DateSignature of Evaluator 6;^/ For Office Use Only Recti' Received byDate Site Evaluation / Design received 18-36" Width UiNO & RESOURCEApproved byDate Site Evaluation approved >4//PLANNING & ZONING aroj, r o_no\ 787 r-MT^r^lP-0787! i1 3.5 ^ « vr g .. '• M •'sr ?? ■« v? -t ■«Mi ■■■ s '7 T ^ '7*0 u»2 ,n •” ^ '.S rii •»• ^ c*i r- ^ r?^566I j;>z 1 9 9'- af?-'^.5 «u 0 ». c 0fl- Onsite Septic System Site Evaluation/Design>I,Fire NumberIIS:Tax Parcel Number:%«7 «2■2 Ia«5 9 0 Legal Description: . . /ex^<l /^y ^i '!a 7,/XtrJi /IsLL5:i i5 l"Oc/I I ' Section I S5 c i:H X Ifl /)Lake/Stream Class TWP RangeLake/Stream Name Township Namew9£I•5 X 5 >5 e £b EI ^ « ffi g ^ A?7;i)j\I s I I 5 ; = V3 a3£ !&ESHj7 Address City, State. Zip Code5 Phone NumberProperty OwneriN•SI .i 1 o 'o II = c §5cnIKtIa•S Iu.^^p/?er'J' <3^e~l ^tA^en//PTa-^Spy^ ISTS Designer I / Design^ 11 's i 5 9 ® « o >!■o !5 ^31u5i u iiUi3X?Z '^ I E EI :*■License Number Address Phone NumberIDauOHH/;t,SIull-fQ £EHc /nj/ St ^o/ *<u•3>-l PES 7XOb2Q.s £=\ = Vu C■5 «?oT'(2P<.=Site Plan®S5?- K®5 vN?>n "N I I IPU|5 Vo«The site plan must be drawn to dimension or to scale:I■g ^.5©^ I I olus I.i| I U Hi " ia a i 5 lliT' iiilj 7tvjj5l 3 ‘Soil Boring & Perc Test Locations •Dimensions of Lot •Tank Access Route •Scale - One inch = •Existing & Proposed Buildings •Easements •Distance from Water Lines within 50 ft of System(existing & proposed) •Distance from OHW •Distance from Property Lines •Location of any Unsuitable Disturbed/Compacted Soil •All Wells within 100 feet of the System •Distance from all Wells within 100 ft of System N)I n5o>1 E !9 •®n1 s i 3I »E E H ft^|i iM111 ill m t/1f)V) 5 w fl - II t irJ u(i)pe 3 E55 g|33>UJ (D I is3iIDJatbXi.=1£Eu I!c u'/IJ fi ■Jl : I X s1 i |«C3™»r334.o!H!3S!ic^3-7%»0 if E5I X>Se■g -h 9 9^ a 3 N.=^ I>III fi •ii 0 »- CO= : 2 ffl :5?•oo «a k t5 <oo:eI •i 1 ; I E >n i ?9 o5J3C e: sI2 II NiHn u ■S = ipq II I i cS c d.1 ^ ri I ' o U uJ:c/2 ; : 23 :N H a. SH E?.3 3° I 3 3 - VI •S«CO c = 2IIk«a k.5 Iu.j i i S?■■s ii 2 o •s u 3 □3 U 3■5 f2 - - t VtJ* <3 O S g 1I £di £I £:■ao a u.J 5lr.A.2Q HEHc<*/I-]PE£o 22ACuIu■g e•=\W ^5l2.=t =UimPui I o£IT.J >a•gI ::>:>.£ gq'^a <J received APR 15 :iS98 •IM Ctii333:S r * J!b: 5 I i 1 I S i 1 .1 I -S 1 -1 I -s I ■g ^ B 8 aj 2 2 s aM • ^0 :f 3 o B1 S 1 J I I 3 I § i s D s £ T I I k i;•o i !} ! ] »J ! =I =HilUiAA w » $ (A D - 1I L'ti ill L’HI;a JBJ<34 333 tkI kuIklU^ = 3J -5 □ « g- ^ (2 D ^ u5!I IS : -I !!3a Q 3 jfiEEII II U uAI/I A