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Home My WebLink Aboutalternate septic site design , ` JiOa1(a 4//wna(.e.- ,e 04 /? . N„.1- yprdV td ( . i hS 1a(la,4 4 Joseph Olson D.B.A. Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License #810 11481 Riverview Rd. NE, Hanover, MN 55341 (763) 498-8779 fax (763) 498-8290 NEW FUTURE SITE FOR THE NEW HOUSE USING THE EXISTING MOUND August 19,2016 Brian Merz 5z-01 OG B Lot 1,Block 1 White Oak Funk Add. Orono,Hennepin County This on-site Sewage Treatment System is designed for a future Type 1 five-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The new house is a four bedroom house.The existing mound is compliant for a four bedroom house and can be reused.A compliance inspection form is attached. Keep all heavy equipment off the existing and new future septic sites. The periodically saturated soils were located at 16-18 inches(mottled soil). Due to the periodically saturated soils, a pressurized mound system with 6 inches of rock will need to be installed to treat the septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. This system is designed with 6 inches of rock. The absorption areas of the existing primary and future sites do not overlap. All neighboring wells are greater than 100' from proposed treatment areas. The soils at a depth of 12"lave a percolation rate averaging 4.7 MPI. A 1300 gallon pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches trust be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be installed with light and sound devices;this is in case of a pump failure. A flow measurement device must be installed. Including but not limited to a water meter,event counter,running time clocks or electronically controlled dosing. Nothing other than gravater,(laundry,showers,etc.)Human water and toilet tissue should be disposed of into the septic anks. Garbage disposals are not recommended. Additives must not be used; they may cause harmful damage to your septic system.It is recommended that you pump the tank every year for 1 tank, every two years for two tanks. Sincer Joseph J.Olson RECEIVED OCT 2 0 2016 CITY OF ORONO • ii CXJ • , 1 "J- 1 tr. a - "...... . . ' / --- ; --s- j --- --v-- -——-4-- ---.„ (.0 • --- \213 a• I I' ----. ----__. ----.6--- -. ............. ....- --:;;"! CO . ' ,, -•' ....-•- /....- -- A---- .. . / ,.. , CD•• co i, CO CC ,71 ' / ...."" „...-- t.. C . ----- ---1,3 I r'--•> ' --. .," -1 1 .F.,,•- / _....- ...-- --- --- ..-- to =1 z -<> 0 rivr ; r>2. .0 ---- ---'--- • ii-c-._____. r"..,, 1 ).- 2! • li's ,...., ' ;.••) .4.- ' 2E i 1 .,- f ,--• ' c..a.",„ 1 2 m .N..7 \• ' -, p k m • , i' Oc, ''V)M 0 . 3 N.:i 1 • , /\ ‘i › . • • ,. 1 ' / I , . / I •:.-) /0) -•.,'s, '. !Witty. . , ' . ' 1 4 1 . . , / Cl? ••••V II • 6..\-1:•• 1......."'""\. / '.. Ij 1 // I \ '• , 2 ;:2 - ft.;,:„. 4 , ----; ,_ I ! ••••......„ ---,... / tir , . . ."' .„..- r•-..v....i, l I .1.•61•Z ,. . ....•• • . , \1 • / -.- > GI „.../. •_1 no , „ ..1..• 1,1, 6:4-,,..L. • ...-- 30 4:••• anIne.>..". . 1.1r.. f..0: 1, (.) c...4) 28.1 S'61. • I• I<s.,.0X'''' ---nk•••l•.n''. •' ..k•it•t-••' ,7., '•,.-. 7f' I 14 cox 30 / ;-9_-;, c-r, 1----- .-,•••,,'' - ".' ' . ( i ---1 4) 7. 't '' .• 5.£ ;•: '•••' ' • -45:51 - / V7 / ,,. •••0 n..,, w.. 7' nl / ) • . , •••.. {4 ( / a / / ---As,.. . .c..--.. ,I -.....z.,4„.„_. , I; 0 e , ../ c't •',..- a .1\-,.. ,,..„. , • F.! .... -- --- _--- ......\...a. --- / " 4..b" .../---- 8 -->...,.. ,., 7' i 93 i. ,,, / (),,,.-/ / .., 4.,...... .. ,./.. .." .. ......... .„,&. 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MIX 5r 9` aw %Zo% • (4.Y a-. i . • lc Lowzsi 4-L aa '`� - t74iit It ! — 9(-Kvr t ill, tall , . .. . -. . a_. 1‘.0 Di - . _ SLG."' V.:.....a. NGw (-16W — NLw ' I Om Parr r Ens - l azg i 3._ �. ' + .v Una RS tascr it!+tilt in &1c4 1 Uv v iwur Ssex yur _CAN va+t�, _ 5 6-4 LS LALS I : 5 ELEVATIONS MOUND SYSTEM DESIGN • THJIEi p 'CH. EL,-9G4.0 Type I ____"/_BQdroorn,Average percolation rate_ REMACES ACE ' , EL- 46L.v L.x',�Nl. System meet 1'H.i ..-9L1,v Loo gal/day S'v sq_ft.of treatment area 55u _uTn fr width= .�_€t.length of bed area - T k -gran goperty lines . ► ..-lid y Side slope run to I x___height= __ft.x ft. lawn area. .1&{ arns Clean rock needed plus 20°ls cu_yds.Coarse washed sand cu.Yds Averagesand depth Ti illi e 4 fid e_. li i weft loam cu. ds.,Topsoil 6" .yds.plus 50% cu. Yds. Ad a boat bifem Number of tanks a f tank.3 uo ahs_,2'4 tankopo ak.,Pump chamber capacity 131,0 gats- Flit'fPEEt't'Y:ON,..21116,nJ MER Z L7^gals.11Oti lineal feet of a "dia_Supply pipe,lineal feet needed (o D-_ �T 2 C.Ic w I+i Tr off! "v/_i5 D Distribution pipe_.7C "dia_ 7 _lineal feet, 1,K dia. Perforations 3l, "apart Fliiat set at I(0 gals., '-d times per day Pump curve LIC, /min._aO feet head pressure. _ _ Data:tr!(, LIG Ph- 763-4984779 _ • /011 purple code Mound Design www.SepticResource.com (vers 15.2) Property Owner: Brian Merz Date: 8/19/2016 Site Address: Lot 1, Blk 1 White Oak Funk Add. PID: Comments: Future Site instructions: =enter data =adjust if desired = computer calculated - DO NOT CHANGE! I) 5 bedroom Type I Residential System 2) 750 GPD design flow 3) Yes Garbage disposal or pumped to septic 50% larger tank with multiple comp/tanks 4) 2250 Gal Septic tank (code minimum) 2250 Gal Septic tank (design size / LUG req'd) Tank options: none 5) 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed 6) 10.0 ft rockbed width 62.15 ft rockbed length 7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection 8) 3 laterals 60.5 feet long 21.0 perfs / lateral 63 perfs total (1/2 a perf means the first perf starts at the middle feed manifold) 9) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation for this perf size Et spacing, i* pipe size on line 12, max perfs/lateral = 30 , line#8 must be less --> OK )o) 4.0 doses per day (4 minimum) 11) 188 gallons per dose (treatment volume) 2.00 5x 12) 2.00 inch diameter laterals must be used to meet"4x pipe volume" requirement 2.00 3x 13) feet of 2.0 inch supply line leads to ##### gallons of drainback volume (Tip: "top feed" manifold to control the drainback) 14) ######gallons TOTAL pump out volume (treatment+ drainback) 15) feet vertical lift from pump to mound laterals, leads to a: 16) 36 GPM @ ##### feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17) 750 gal Dose tank (code minimum) 750 gal Dose tank (design size / LUG req'd) at gpi leads to a 18) ###### inch swing on Demand float,1 or timed dosing of ##### min ON (confirm pump rate with drawdown (this delivers Average flow, =70%of Peak design flow) ##### hrs OFF test and adjust as necessary) 19) 12 inches from bottom of tank to"Pump OFF"float 20) ######inches from bottom of tank to"Pump ON"float, or 12 inches to "Timer ON"float if time dosed 21) ###### inches from bottom of tank to"Hi Level"float, or ##### inches to "Hi Levet"float if time dosed 22) ###### gallons reserve capacity (after High Level Alarm is activated) i � • 23) 0.60 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2 (minimum) (this must match the soil boring log) desired mound ratio 2.0 24) 5 percent site slope (0-20% range) 5 (%downslope site slope, if different than upslope) 25) 16 inches, or 1.3 ft. to Redox or other limiting condition (need at least 12" to be a Type I) Treatment zone contains 0 inches of 0%soil credit, and 0 inches of 50%soil credit. Giving a: 26) 20 inch, or 1.7 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 20.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. Opslope and sideslope 10.0 ft. Downslope Individual slope ratios give BERM Widths (topsoil beyond rockbed) of: 29) 4:1 upslope ratio 12 ft. upslope berm 30) 3:1 sideslope 13 ft. sideslope berms 31) 4:1 downslope 20 ft. dpwnslope berm 32) Overall Dimensions: 1010 ft. wide by 62.5 ft. long Rock bed 42 ft. wide by 89 ft. long Mound footprint 4" inspection pipe 18" cover on top lJ•slo•e berm 12 Downslope berm 20 moinor 12" cover on sides (6"loamy1.7.....g.Agrligl �Clea0 : Z6ut0 1.3 Depti, - 1ni i1 _1rrr:)t)n oncht1Cr; - ---- ----- - ___ Absorption Width 20.o _ ---- _ _-- --- Note: For 0 to 1%slopes, Absorption Width is measured from the Bedequatly in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. 33) Rock Bed: 10.0 ft. by 62.5 ft. by 6 inches under pipe, plus 20%gives 21 yds or*1.4= 29 ton 34) Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 35.3 up + 74.7 downslope + 11.1 ends+ 44.4 under rock= 199 yd'or*1.4= 278 ton plus 20% 35) Loamy Cap: 38 ft. by 85 ft. 6"deep, plus 20%gives 72 yds or*1.4= 101 ton 36) Topsoil: 42 ft. by 89 ft. 6"deep, plus 20%gives 83 yds or*1.4= 116 ton I hereby certi that I have completed this work in accordance with all applicable ordinances, rules and laws. Rusty olson's Soil Et Perc 810 8/19/2016 signer Signature Company License# Date Soil Observation Log • www.SepticResource.com vers 12.4 Owner Information Property Owner/project: Brian Merz Date 8/16/016 Property Address/PID: Lot 1, Blk 1 White Oak Funk Add. Soil Survey Information ❑ refer to attached soil survey Parent matl's: Q Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape•position: ❑ Summit ❑ Shoulder 2 Side slope ❑ Toe slope soil survey map units: L22C2 slope 5 % direction-Linear II Soil Log#1 Q Boring ❑ Pit Elevation 962 Depth to SHWT 16 inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-10 Topsoil <35 10yr3/2 Loose Loose Single grain 10-16 Loam <35 10yr4/3 Friable Strong Blocky 16-24 Loam <35 10yr5/4 10y4/8,1-6/10y Friable Strong Blocky <35 loose loose single grain friable weak granular blocky 35 -50 >50 firm moderate prismatic platy I rigid strong massive <J5 loose loose single grain 35 -50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: Lot 1, Blk 1 White Oak Funk Add. Soil Log#2 Q Boring ❑ Pit Elevation 98.4 Depth to SHWT 18 inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-12 Topsoil <35 10yr3/2 Loose Loose Single grain I 12-18 Loam <35 10yr4/3 Friable Strong Blocky 18-24 Loam <35 I0yr5/4 10y4/8,1-6/l0y Friable Strong Blocky 1 <35 35 -50 Firm Strong Prismatic >50 <35 loose loose single grain 35 -50 friable weak granular blocky firm moderate prismatic platy >50 rigid strong massive Lot 1, Blk 1 White Oak Funk Add. ' Soil Log#3 0 Boring ❑ j Pit Elevation 961 Depth to SHWT 16 inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-10 Topsoil <35 10yr3/2 Loose Loose Single grain 1 10-16 Loam <35 10yr4/3 Friable Strong Blocky 16-24 Loam <35 10yr5/4 10y4/8,1-6/l0y Friable Strong Blocky <35 loose loose single grain friable weak granular blocky 35 -50 >50 firmmoderate prismatic platy rigid strong massive <35 loose loose single grain 35 -50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive I hereby certi , is work was completed in 4ccordance with MN 7080 and any'local req's. Rusty Olson's Soil & Perc 810 esigner Signature Company License# Lot 1, Blk 1 White Oak Funk Add. Soil Log#4 E Boring [] Pit Elevation 961 Depth to SHWT 18 inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-12 Topsoil <35 10yr3/2 Loose Loose Single grain 12-18 Loam <35 10yr4/3 Friable Strong Blocky 18-24 Clay Loam <35 10yr4/3 10y4/8,1-6/10y Friable Strong Blocky I <35 loose loose single grain 35 -50 friable weak granular blocky firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain friable weak granular blocky 35 -50 firm moderate prismatic platy >50 rigid strong massive Lot 1, Blk 1 White Oak Funk Add. Soil Log#5 ' ❑� Boring Pit Elevation 964.4 Depth to SHWT 28 inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Fill <35 Loose Loose Single grain 6-16 Topsoil <35 10yr4/2 Loose Loose Single grain 16-22 Loam <35 10yr5/4 Friable Strong Blocky <35 22-28 Clay Loam 35 -5l 10yr5/4 Friable Strong Blocky >50 <35 28-32 Clay Loam 35 -50 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic >50 I hereby certify this work was completed in accordance with MN 7080 and any local req's. _...„..,.".:,,,...........„, .....,...7_ Rusty Olson's Soil & Perc 810 esigner Signature Company License# Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner/project: Brian Merz Date 8/16/016 Property Address/PID: Lot 1, 131k 1 White Oak Funk Add. Soil Survey Information ❑ refer to attached soil survey Parent matl's: E Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Sumnhit ❑ Shoulder Q Side slope ❑ Toe slope soil survey map units: L22C2 slope 5 % direction- Linear Soil Log#6 Q Boring ❑ Pit Elevation 964.4 Depth to SHWT 18 inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-12 Topsoil <35 10yr3/2 Loose Loose Single grain 12-18 Loam <35 10yr4/3 Friable Strong Blocky <35 loose loose single grain friable weak granular blocky 35 -50 >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain friable weak granular blocky 35-50 >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain friable weak granular blocky 35 -50 >50 firm moderate prismatic platy rigid strong massive Comments: Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:18 A.M. On 8/17/16 Location: Lot 1, Blk 1 white Oak Funk Add. Hole number: 1 Date hole was prepared 8/16/16 Depth of hole bottom 12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-10 Dark brown loam 10yr3/2 10-12 Brown loam 10yr4/3 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 8/16/16 depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches I Time Time Depth Drop in H2O Perc Rate 10:38 10:53 6" 2.2 6.8 10:56 11:11 6" 2.2 6.8 11:12 11:27 6" 2.2 6.8 AVERAGE PERC. RATE 6.8 MPI • • Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:18 A.M. On 8/17/16 Location: Lot 1, Blk 1 white Oak Funk Add. Hole number: 2 Date hole was prepared 8/16/16 Depth of hole bottom_12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12 Dark brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 8/16/16, depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H2O Perc Rate 10:39 10:54 6" 5.5 2.7 10:55 11:10 6" 5.5 2.7 11:13 11:28 6" 5.5 2.7 AVERAGE PERC. RATE 2.7 MPI