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Home My WebLink About1993-005570 - new septic PERMIT CITY OF OR01140 PERMIT TYPE: SEW(-ED; b WATER 2751 Kelley Parkway • !P.O. Box 815 Permit Number: y(I-5 7i Orono, Minnesota 55356-0815 Date Issued: i;/0 I� : (612) 473-7357 SITE ADDRESS: 1.2".:10 f_:I•V INO Orf..•_; DR _E P . T . N . . 35-118-2:-:-34-0008 DESCRIPTION: Sewer & Water Permit Type NEW SEPTIC SYSTE _r`... Sewer & We t.er Work Type RESIDENCE I i-t.;- T: REMARKS: FEE SUMMARY: k-.,s:.M of $100. 00 Surcharge $_50 Tota.1 Fee $100 . 50 CONTRACTOR: — Applicant — OWNER: I NGFLS I DE ENG I NEER I Nt 54791869 E=ORDSON B RENT 920 H WY 55 1290 ORONO OAKS DR ROCKFORD I•'1N SS373 LONG LAI::E _ MN E,5:_�SE, (,6 1 2) 479-1869 9;_6-16,6,:7"3 THE �.ONDRS Y E UE' T �` ION TO MAKE T1� REAL ' ROVEME iTS . :SPEC I F I'ED A� l ALL. ' s' TR OT - 'IF l I _*CE WITH ALL CITY:O ORONO O N NCES . , T OF M '-..,°1-4;-t*°I.1/1"u: IN i_I=_''- REQUIREMENTS. rr--.. - `i `�1*,' ani fl'" °Fs '-t, /3714QA, 17:AVLAVAOI,L- (-- Zi ..)'' --'4 / ,, —_—,-7--) 05') ISSUED BYSIGNATURE APPLICANT/PERMITEE SIGNATURE : APILICATION FOR SEPTIC SYSTEM PERMIT CITY OF ORONO Box 66 (1335 So Brown Rd) Crystal Bay, MN 55323 ****************#********************************************************** General Instructions: 1. You may apply for septic system permits by mail or in person at the City office's. However, permits will not be mailed out and must be picked up in person at the City offices. 2. Permits are not valid until you receive a permit card. 3. Work must not begin unless the permit card is available on the job site. 4. Permits will be issued only to contractors holding 'a City of Orono Septic System Installer' s License. 5. All work must be done in accordance with the approved septic system design. Des ' gn reports are not considered approved unless accompanied by the "Cit of Orono Septic System Approval" cover sheet signed by the City In pector. 6. The followi g inspections will be required for all septic systems: a) Pre-in tallation site inspection to include inspector, installer, and ge eral contractor. b) Tank i stallation prior to covering. c) Drainf eld trench installation prior to covering. For mounds, inspec ion is required after rough-up but prior to sand placement ( sand i l l be jar tested for silt content) , and again during pressu a distribution piping installation in the rock bed. d) Final 'nspection to verify proper final cover depths and to verifyl that all pump station (where required) components are functignal and comply with codes. 7. Individual holding MPCA Installer Certificate shall be present during installation. 24-hour notice is required for all inspections. ************************************,®**/ 444******************yy******************* JOB SITE ADDRESS: 129.0 f. gat_ 44, 1 o`aj Occupancy Type: Residential Commercial Other • Owner' s Name: t ' kms-LS..,(�-� Phone: cvCI ��tO O &sem Cit Zi 55 Mailing Address: I (L Oickt y:�0�a P- Septic Contractor' s Name: Ifls47,Trica Bus. Phone: 4"7P l(W Mailing Address: 1/7 O / n " City: Asa'PeM Zip: Sd13',4- 7' *****************H**** ************************************************** - over -We - i l , ly" >EPTIC SYSTEM PERMIT APPLICATON - PAGE 2 Permit Type & Fees (check one) New Construction, Full System $100. 00 Repair or Replace Existing System $50. 00 '0.50 State surcharge added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMENT WITH THIS APPLICATION t************************************************************************** :40TE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. Initial AV/0 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. )5VA 2. I will be).nstalling the following: A. Tanks: ti Precast Concrete Other Manufacturer �j-ecas74-Sy ht Tank Capacities : 1) ,OQO gal. 2 ) )6n21 gal. 3 ) /000 gal. B. Pump Station (if required) Pump make & model AAAy lorS ,A4 40 (attach pump curve & literature) ; system design requires 40 gpm at 23 feet of head. High water alarm make & model ,5TH„P„ /0/h` . . Ou,tside electrical work to be completed by installer Velectrician _other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe ” Rock bed dimensions /0"x4",3-' Drop Boxes - Sand bed dimensions 'x is/l9/ 4 c Distribution Box Pressure Dist. Pipe Diam. a" s 4 Manifold Pipe Diam. D. Final Cover/Topsoil to be: i borrowed from site fr"x aR epptekt- (show location on site plan) /trucked in *************************************************************************** The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. - Signature of Applicant: t 44/IoN1 Date: a/03 APCA Certification No. : J002.g I ' 414,"'ht. 31V utif 11(k `3MF e • • • • • • I • it IL CITY OF ORONO Permit t � � C SYSTEM APPROVAL Fee $ --,s�"' ' ` A� .-. "; Entered By 10 '46411 contractor will be given a copy of this report and is Mi s` ble for its distribution to all sub-contractors. SEPTIC SYSTEM ,,,kagonYGN IS NOT CONSIDERED AS APPROVED UNLESS THIS SHEET IS ATTACHED. • LOCATION: 4_13,-37 Eviar, / aPO ahLY PHONE: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: PHONE: X64' PHONE: OWNER: 4) 0 APPROVED i5=CONDITIONALLY APPROVED: (Note Changes Below) f�, _-r o 0 e -moi f� NTS: At2p74,7_' ✓I C. /Ili S.. l��' '"` i �j J7 /.) 7`►� 7! COMME iigh- 4 - r, ge„), ,v;P, A- 7fi7 / Q �,�h S1 on >�11� s-i . 0)1 laMyi- _s-rk. r til -')/''''q NOTICE TO INSTALLERS: Any changes Call forp'ninspe tions 24 hoursplans and pe s� e ve rior approval of the Inspector (473-7357). NOTICE TO GENERAL CONTRACTORS: Primary and alternate drainfield sites Mbe protected prior to and after system installation to avoid compaction of the natural—gar . ALL DRAfl1FIET.D AREAS MUST BE FENCED OFF prior to building site excavation hand tnon ingamust must remain in place until final site grading. Approval to pour footings until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. This applies to the lot you are working on and all adjacent lots. You could be held liable for damaging sites on neighboring lots. VEHICULAR TRAFFIC CAN CAUSE SOIL COMPACTION, RENDERING DRAINFIELD SITES UNUSABLE. Evidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued. • 6-c--2)? g f i..,ty ., Orono) Date Approved S-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 May 19 , 1992 Nancy Bordson Lot 3 , Block 1 Orono Oaks Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1 , four bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . . The soils on this site are SCS soils mapped - EnB - Erin loam. A seasonally high water table was located at 12" to 22" , (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound system will need to be installed. The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. The future expansion area will• be located on 6% to 10% slopes , (rock bed 6% to 8%) . This will need to be approved by City Officials . The soils at a depth of 12" have a percolation rate averaging 14 . 4 min/inch and are adequate for treating septic effluent. A pumping chamber will need to be installed to lift the effluent to the treatment area . The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. Mercury floats are a good method. All neighboring wells are located greater than 100 ' away from the proposed treatment area . CONT ' D • Nancy Bordson Lot3,Blk.1 Orono Oaks Orono (2) Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the System will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water, (laundry, showers, etc. ) human waste & toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Additives must not be used, they may cause harmful damage to your septic system. Recommend (.';� to pump your tank every year if you have 1 tank & every 2 years if there are 2 tanks. S even B. chirmers� SBS/ds • MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW Estimated m ted Sewa`e Flows in Gallons per day �(11P40I 6,00 Estimated gpd (see pages D-7 or I-3,4, 5) Number or measured gpd x 1.5 = Bedrof ooms 1 type 11 Type III Tipe v B. SEPTIC TANK LIQUID VOLUMES 3 45000 300 Al 14 4 600 373 256 'h -10 o 0 gallons (see pages C-3 or C-5) 5 750 450 294 1. 6 900 525 332 lts•1, 7 1050 600 370 1f°r C. SOILS (refer to site evaluation) 1/ 8 1200 675 408 °,,r,- 1. Depth to restricting layer= I cQ11-+0 1 'e inches Septic Task Cap/palm In,Huss 2. Depth of peicolation tests = I a, " inches Number, „ Minimum,scity id I.�gYleeadipaWhk C�+eNy Iliad d.P...t 3. Percolation rate I y .L-1 mpi ale.. 730 1125 4. Land slope / anini , '210 'w0 1� % .co 6 1500 2230 7,!29 apOp MOO over9 .._.. D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x 0.83 = („U0 gpd x 0.83 sq. ft./gpd = 4,/ c sq. ft.-}- iO 'u= 541 2. Select width f rock layer(10 feet or less) = /0 ft. 3. Length of r k layer = Area+ Width = s Li sq. ft.+ / 0 ft. = ss' ft. Rock Bed ;•r.r•r le r r•r•r•r•r•r r r r L L•'L•ti•{•ti•ti•ti•ti•ti.S.ti.{•{•ti.J {{{?•r•r•r•r•r•r•r•r•r.r.r•r•r .r. ti•ti•tijtif;•+•+ti•ti•ti•ti•ti•ti•1Nidth s10ft. r•r•r• tir`r•r.r•r•r.r.r•r� E. ROCK VOLUME f f f f r_r_ngth r rrr_r; Length 1. Multiply rook area by rock depth to get cubic feet of rock; ' ,Sc-i 9 sq. ft. x (., ft. = ') ' cu. ft. 1 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; • <-)L4 cu. ft. +27= a I cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; a I cu. yd. x 1.4 ton/cu. yd. = ate, tons. • F. ADSORPTION WIDTH i✓l.A t._o lea 1i-1 1. Percolation rate in top 12 inches of soil is ►u.y mpi Absorption Width Sizing'ruble 2. Select allowable soil loading rate from table on page E-; in Minu e.Rate pr soil Texture Gallonser aper Ratio°t „ Inch IMP!) y Absorption width Li. gpd/f t2 square foot to RWi l oyer Ct' WNNh 3. Calculate adsorption width ratio by dividing rock layer Past.,than 0.1• Coarse Sand -- 0.1 ._ loadingrate of 1.20gpd/ft2 byallowable soil loadingrate; 0'tos•• Sand 1.20 2.00 Pi=Sand•• 0.60 2.00 1.20 gpd/ft2',+ •Li,�' gpd/ft2= 0 .L.'7 . 6to30 Sandy Loam 0.79 2.(11 Check this value on page E-16. • 46106; Silt Laarmtt ((IV 2.677 4. Multiply adsorption width ratio by rock layer width to get war io 12`1 Clay °'2' *-- required s1l20 c1. required adsorption width; ?.to') x /u ft = M(,.7 ft . L_ DOWNSLOPE DIKE WIDTH If landslope is 3% or more, subtract rock layer width from adsorption width to obtain minimum downslope dike toe for absorption: .c.-7 ft- Jr) ft = 17 feet 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation /. '2 feet b. Multiply rock Toyer width by landslope to determine drop ,,,,,„, in elevation; S!ope Difference :•:,:a 1,....," Jo x % + 100 = . (., feet c. Add depth of c can sand depth of clean sand forte"" -WINO jd I me Oh.. ; separation at upslope edge (2a) to depth of rock layer to ..1 " rock depth and the depth of cover to find the total mound ii"r height at upslope edge of rock layer; /.r) ft + 1 ft + 1 ft = �•7 feet d. Enter table on page bottom with landslope and upslope dike ratio. Select dike multiplier of ?..a"5 . e. Multiply dike multiplier by upslope mound height to get upslope dike width: Z;•7 x ?.A = 1 . feet f. Add the depth slope difference (2b) to the upslope height to get th downslope height 3.9 + • (., = 4 •3 feet • g. Enter table on age bottom with landslope and downslope dik ratio. Select dike multiplier of 5. p.ce . 1 I h. Multiply dike multiplier by downslope mound height to get downslope dike width: $3 x 5.�1. = 3 feet i. Compare the values of step G.1 and Step G.2.h. Select the • greater of the two values as the downslope dike width; '1 feet j. Total mound width is the sum of upslope dike Roc iiea'w d ti' ' fl'`' Iti.r.kip Dike Widii;_j width plus rock layer width plus downslope ' ' ' ;' ''`• :` : dike width; .. .. .. . .. . 1 1... ft + )u ft + ft = ys' feet Up,lope.iiik Wia;i;J'1'' ;Up iope'13lke'WIda.j k. Total mound length is the sum of upslope dike width plus rock layer length plus etoW^elOP'bI e:'widthf' ` Y g upslope dike width; Iz ft + ,rte ft + / D, ft = 0q feet i. : • 2, Total Length_2 '_ el f a ;� /0 1 /o1 Downslope • Up{slo • 3:1 4:1 5:1 61 7:1 3:1 4:1 S:1 6:1 7:1 8:1 A.slope f • 0 3.0 4.0 ' 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 1 3.09 4.17 I 5.26 6.38 7.53 2.91 3.65 4.76 5.66 6.54 7.41 2 3.19 4.35 I 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.14 6.90 3 330 4.54 5.88 7.32 8.86 2.75 3.57 4.35 5.08 5.79 6.45 4 3.41 1.76 6.25 7.89 9.72 • 2.68 3.45 4.17 4.84 5.46 6.06 5 333 5.00 6.67 8.57 10.77 2.61 3.32, 4.00 4.62 5.19 5.71 6._ ____ 3.66 C;.2C' 7.14 9.38 ._ 12.07 _234__ .._G13_) 3.85 4.41 4.93 5.41 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13 8. .. .. 3.95 5.88 8.33 1134 15.91 2.42 3.03 357 4.16 • 4.49 4.88 t i' 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90' 4.30 4.65 `'' ' 10 429 6.67 10.0 15.00 23.33 2.31 2.86 3.33 3.75 4.12 4.44 11 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26 12 449 7.69 12.50 21A3 43.75 2.21 2.70 3.12 3.49 3.80 4.08 . PUMP SELECTION PROCEDURE • / A. Determine,-. pump capacity: Gravity Distribution END PERFORATION OF A PERFORATED LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of opo..Caw water use rate. 2. Maximum suggested for delivery to a drop box of a home system is 2,700 %': �=• gallons per hour(45 gpm)to prevent build-up of pressure in drop box. :•` ,:sup ow.ups, i•w tsr M kater.~• �. • . waft.. posts aeon) Ji Pressure Distribution rrt"•s'�r,Maa M",:O ," �► »l► 3. a. Select number of perforated laterals 3ttimv. a Wee • el Reek trier b. Select perforation spacing. 3 ft. :; ` r„ferefl,,,;taa.»r at c. Substract 2 ft.from the rock layer length. g`.. wise.'s...1..)... ft"...d L. 2 ft.• S ftc. • Reek I., 1� .+i_ . +..I., 4.+ - . ,w.4 :i;;L..,* f-&WIWI sea Property Seedbed d. Determine the number of spaces between �""Piecing Send tea., Pa perforations. Length pert.spacing In S_? ft.+_,3_ft.= I - spaces • e. I ') spaces+1 o c( perforations/lateral TABLE OF PERFORATION DISCHARGES IN CPM f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(inches) get total number of perforations. pd.�� r t 1:-17-1 .. x `Asti ei iS V perforations. �� _ 1.Oa 036 0.74 g. 4 x.:241... = U D gpm. 1 s o 69 0.90 spa2.0b 0.80 1.04 • 23 0.89 1.17 8SELEUI D PUMP CAPACITY 40 gpm 4.0 1.1 3.0 093 1,47 a 1.47 5.0 1.26 1.65 B.Determine head requirements: 1. Elevation difference between pump andpoint of discharge. aUse i.e foot of head for residential systems. 1 j p head 2.0 feet of ld for other establishment [ feet 1 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold ! feet 3. Friction lossPipe Length 1 r a. Enter friction loss table with gpm and pipe diameter. Point of Discharge Read friction loss in feet per 100 feet from table. le a, F.L.at a.(.y ft./100 ft of pipe Elevation Difference b. Determine total pipe length from pump to discharge Pump (6 point. Add 25 percent to pipe length for fitting loss,or use a fitting loss chart. Equivalent pipe F-18h length-1.25 times pipe length= . 400 x 1.25= I a .<- feet gpm 1.5 rio,Ices2A inch 3.0 inch per 100 n or pipe c. Calculate total friction loss by multiplying friction loss in ft/100 ft by equivalent pipe length. • 10 0.96 0.28 Total friction loss se ..L.H x I +100= 3 feet • 14 1.28 0.38 4. Total head required is the sum of elevation difference, 16 1.63 0.48 special head requi1•ements,and total friction loss. 20 2.03 0.60 20 2.47 0.73 0.11 25 3.73 1.11 0.16 '-4 + S' + 3 30 5.23 1.55 0.23 I ( ) (2) (3c) 35 7.90 2.06 0.30 40 11.07 2.64 0.39 45 14.73 3.28 0.48 TOTAL HEAD feet 50 3.99 038 55 4.76 • 0.70 60 5.60 0.82 C. Pump selection 1. A pump must be selected to deliver at least Ll 3 gpm (Step A) with at least a D feet of total head (Step B). �IFICATION # 00627 Logs of Soil Borings ..-. .. location or Project Nancy Bordson, Lot3,Blk. 1; Orono Oaks, Orono Borings made by S-P Testing, Inc. Steve Schirmers Date 5-14-92 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boringnumber1 Depth, Boring number 2 in in feet Surface elevation 98 .3 feet Surface elevation 99. 8 0 - Topsoil dark brown loam 0 Topsoil dark brown loam 0 - 8" 0 - 6" 1 - Brown8 i , clay loam Gray 6„ _ 10„ brown loam 1 - Brown clay clayGfoXm 1 ' - 1-1/2 ' -MOTTLING loam 1 " - 1 ' 4"-MOTTLING 2 - 2 - Rusty olive brown Rusty olive brown 3 - clay loam clay loam 3 - 4 - i-1�/2 ' - 3 ' 10" Rusty olive brown loam 4 - 1 ' 4" - 4 ' 4" 3 ' 10"- 4 ' 8" Rusty alive gray loamy Rusty olive gray loam 5 - 4 ' 8" - 5 ' medium sand 5 _ 4 ' 4" - 5 ' 6 - 6 - • 7 - 7 - 8 8 - End of boring at 5 ' feet. End of boring at 5 ' feet. Standing water table: Standing water table: present at feet of depth, present at 3 ' 8" feet of depth, hours 'after boring. 18-1/2 hours after boring. Not present in hole X Not present in hole . Mottled soil : Mottled soil : Observed at 1-1/2 'feet of depth. Observed at 1 ' 4" feet of depth. Not present in hole Not present in hole . Comments : Comments : , TIF ICATIUN 4 UUU,. ! Luh:; vl oll l;ut li� 5 Location or Project Nancy Bordson, Lot3,Block 1, Orono Oaks, Orono Borings made by S-p Testing Inc. Steve Schirmers _ Date 5-14-92 Classifiction 'System: AASHU ; USDA-SCS X Unified ; Other Auger used (check two) : hand X or Power____, Flight , or Bucket X Depth, Boring number 3 in Depth, Boring number 4 in feet Surface elevation 98. 8 feet Surface elevation 92.4 0 -- 0 Topsoil dark gray Topsoil dark brown loam 0 - 10„ brown loam 0 - 8" 1 - B=oloaml _ gra " - 1 ' 4"-MOTTLING 1 �oamy8�� 1 '-MOTTLING Rusty olive brown 2 - Rusty olive brown clay loam clay loam 2 1 ' - 2 ' 4" • 3 Rusty gray brown 1 ' 4" - 3 ' 4" 3 clay loam Rusty olive gray 4 - Clay loam 3 ' " _ 4 ' 4" 4 - 2 ' 4" - 4 ' 2" Rusty Alive gray loam 4 „ '4„ _ 5 , strong Rusty olive gray loam 5 - 4 ' 2" - 5 , 5 - 6 - 6 - • 7 - 7 - 8 - 8 End of boring at 5 ' feet. • End of boring at 5 ' feet. Standing water table: Standing water table: present at 4 ' 10" feet of depth, 3 ' 7" 18-1/2present atfeet of depth, hours 'after boring. 18-1/2 hours after boring. Not present in hole Not present in hole Mottled soil : Mottled soil : 1 , 4„ Observed at feet of depth. Observed at 1 ' feet of depth. Not present in hole' Not present in hole • Comments : Comments : rCRTIFICATIONi # 00627 Logs of Soil I3orinc�s L-13 Location or Project Nancy Bordson, Lot3,B1k.1,Orono Oaks, Orono Borings made by S-p Testing, Inc Steve Schirmers Classifiction System: AASHU - USDA-SCS X ; Unified ,; Other Auger used (check two) : Hand X , or Power Flight or Bucket X Depth, Boring number 5 in Depth, Boring number 6 in feet Surface elevation 93 . 9 feet Surface elevation 92.4 0 - ' 0 Topsoil dark gray Topsoil dark gray brown loam brown loam 1 - Q - 1 ' 1 - 0 - 1 '-MOTTLING Grey brown loam Rusty gray brown loam 2 - 1 ' - 1 ' 10"-MOTTLING 1 ' - 118" Rusty „ ol ' brown 2 - ]� 10 2 2 loave m Rusty gray brown 1 ' 8" _ 2 , 8" clay loam 3 - Rusty reddish brown grayclay 3 - Rusty loam clay loam 2 ' 8" - 3 ' 4" 4 _ 2!' 2 4 ' Rusty gray loam Rusty olive gray clay loam 4 - 4 ' - 4-1/2 ' Rusty1 olive gray loam 5 - 41/2 ' - 5 ' 5 - 3 ' 4" - 5 ' 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5 ' feet. 5 , End of boring at feet. Standing water table: Standing water table: present atfeet of depth, 4 ' 7" present at feet of depth, hours after boring. 18-1/2 hours after boring. Not present in hole x ) Not present in hole • Mottled soil : Mottled soil : Observed at 1 ' 10"feet of depth. Observed at i ' feet of depth. Not present in hole Not present in hole • Comments : Comments : CERT. #00627 f ' PERCOLATION TEST DATA SHEET Percolation test readings made by S—P Testing, Inc. on 5-15-92 starting at 9 :08 p • Lot3,Blk. 1,Orono Oaks 1 Wage, 5-14-92 Test hole location_ , Hole number , Date hole was prepared Depth of hole bottom_J 2 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 8" Topsoil dark brown loam 8" — 12" Brown clay loam • Method of scratching sidewall Kni fp Depth of gravel in bottomlof hole 2 inches 5-14-92 2 . 30pm 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Antnma t i e S i phnn ,Maximum water depth above hole bottom during test 6 inches • Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • Water remaining in test hole 9 :08 9 : 38 6 1 30.0 30 min 9 : 49 10 : 19 • " " " 10: 20 10 :50 " 111 II • • Percolation rate = 30.;0 minutes per inch. . CERT. #00627 ,! PERCOLATION TEST DATA SHEET I Percolation test readings made by S—P Testing, Inc. on 5-15-92 starting at 9 : 09 Lot3,Blk.l,Orono Oaks Now Test hole location , Hole number 2 , Date hole was prepared 5-14-9 2 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches 1 Soil texture 0 — 6" Topsoil dark brown loam • 6" — 10" Gray brown loam 10" — 12" Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 3 A Date and hour of initial water filling 5-14-92 De -th ofinitial water fillip 12 P t inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at leasf 4 hours Automatic siphon 6 ,Maximum water depth above hole bottom during test inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches . level,inches minutes per inch • Water remaining in test hole 9 : 09 9 : 39 6 1-7/16 20. 9 30 min 9 :48 10 : 18 " " " 11 " 10 : 21 10: 51 " ,, II " II Percolation rate = 20'9 minutes per inch. CERT. #00627 ,// PERCOLATION TEST DATA SHEET ~, r Percolation test readings made by S—P Testing, Inc• on 5-15-92 starting at 9 :10 "—pm; (dam, Testholclocatio Lot3,B1k. 1,Orono Oaks 3 5-14-92 n, , dole number ,Date hole was prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test holt: Depth, inches Soil texture 0 — 10" Topsoil dark gray brown loam • 10" — 12" Brown clay loam •Method of scratching sidewall Knife . ( Depth of gravel in bottom of hole 2 inches 12 Date and hour of initial)water filling 5-14-92. �epmm 0 01 initial water filling 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 test6 inches 1 Time Percolation Time interval, Measurement, Drop in water rate, Remarks ' minutes inches level,inches minutes per i inch • Water remaining in test hole 9 : 10 9 : 40 6 1-3/4 17.1 30 min 9 : 47 10 : 17 t, " " It ,t I 10 : 22 10: 52 " " It ,I " I I I .I I I I Percolation rate = 17' 1 minutes per inch. • .— - pp— /f , . CERT.#00627 PERCOLATION TEST DATA SHEET Percolation test readins ade byInc.g M OP S—P Testing, nc5-15-92 starting at 9 : 11 a.m. Lot3,B1k. 1 ,Orono Oaks 4id.i 5-14-92 Test hole location , Hole number ,Date hole was prepared Depth of hole bottom 12 _inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 8" Topsoil dark brown loam 8"— 12" Dark gray brown loam • Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 5-14-92 2 : 30pm 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Ant-nma t-i c- n i phnn ,Maximum water depth above hole bottom during test 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks ' minutes inches level,inches minutes per inch I • • 8 :58 pref,ill 6 , 9 : 11 9 : 41 • 5-1/4 5.7 30 min 9 : 46 10:1k II5 6. 0 " " 10:23 10:53 " 4—'i/4 _ 6. 3 1, If i 1 •1 Percolation rate = 6•U minutes per inch. • I Fr' CURT.#00627 PERCOLATION TEST DATA SHEET rI Percolation test readin$s made by S—P Testing, Inc. on5-15-9 2 starting at 9 :12 ray,,, Test holelocatio Lot3,Blk. 1,Orono Oaks 5 5-14-92 n--- , Hole number ,Date hole was prepared ' Depth of hole bottom_ 12 inches,Diameter of hole 6 inches Soil data from test hole: _ Depth,inches Soil texture 0 — 12" , Topsoil dark gray brown loam • Method of scratching sidewall Knife Depth of gravel in bouorrn of hole 2 inches 5-14-92 2 • 3Qrn Date and hour of initial water filling , 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 test 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks m4nutes inches level, inches minutes per inch • 8 : 58 preftill 6 9 : 12 9 : 421 5. 5 30 min 9 : 45 10 : 15 " 5. 9 " " 10 : 24 10 : 54 • 6.0 II " Percolation rate = 9- $ minutes per inch. rERT.#00627 . PERCOLATION TEST DATA SHEET 4100Percolation test readings made by S–P Testing. Inc. on 5-15-9 2 starting at 9 : 13 p.m. • Idatel Test hole location Lot$ ,B 1 k. 1,Orono Oaks , Hole number 6 ,Date hole was prepared 5-14-92 Depth of hole bottom-4•2 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture n — 19" Topsoil dark gray brown loam • Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches Date and hour of initial wafter filling 5-14-92 , uep n of I 3,0 nitial 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 • I ,Maximum water depth above hole bottom during test 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks • minutes inches level,inches minutes per inch • 8 : 58 prefill 6 - 9 : 13 9 : 43 u4-5/8 6. 5 30 min 9 : 44 10: 14 " 4-1/2 6.7 " " 10 : 25 10 : 55 ti4-7/16 6. 8 II " • Percolation rate = 6' 7 minutes per inch. u' PERFORATED LAYER OF GEOTEXTILE LOAMY SAND CA ot,•7:-- -- LATERALS FABRIC PERFORATED LATt \ • �• �. _ ,';�w•.�^�• GRASS COVER 6 INCHES SANDY LOAM SOIL '•,:: •''' try TOPSOIL ji i• j/ ' . '_LEAN SAND FILL y��n� �% \ ' •/- / f •%� • MAXIMUM �LAYER OF GEOTEXTILE f �r CLEAN ROCK214.1.1.7r...... FABRIC OR 4 INCHES OF ,•, ..v./,,,� �` TOPSOIL �s TO 21/2 INCHES PLOWED OR LS HAY COVERED BY % / j DISKED SURFACE'"' BUILDING PAPER ?' �/ / X SussotL 37 !I I I/ OR 2' ..c: '-" Z'/ %�� • j % CROSS SECTION A—A '1 PIPE FROM PUMP—1 / /,j /' �.: I -1. �/ ;•• .k - i I, .. + /s • . } PIPE FROM 3 - 1/2' ,• ' //, . • r PUMPING CHAMBER /9 2/?- '-s J CLEAN ROCK / r �,,%,� - , // / DIVERSION FOR 1 1 I I j J SURFACE WATER ,,I 1 . • I 1 ' 6' TOPSOIL ,/ '1/7" i c •'i �' Z; r9 �� -1 • PERFORATED -li _ - --1 _ ''/ MQX Y: LATERALS _ • ie.: CLE SLOPE- 0. ....-•-•.(—; - ,` • ,.-:••41,.:1•.,1-:.:- 36" , FIEF B Op <Q `1r;.~ BED AREA .� o - ROkEN YER - 'ice .' — - J .- UP • ' 4?1, 7 9gRRI RRAU .L. • _ _ — 1 i 111 m I:1 I ER I i i _ INCHES ( / s-r-a INCHES .= LAYOUT OF PERFORATED PIPE LATERALS FOR - PRESSURE DISTRIBUTION IN MOUND - I •-1 L DIKE — ( IO FEET_,I,__DtKE -J PERFORATED PLASTIC PIPE _ MAX. TOTAL WIDTH '`Z' • , k \-PERFORATIONS SPACED 36• f ISPp�ING - I I END ON CENTER. PERFORATION RfORAf�01'f 1 I I , I '• SIZE MAY BE 3/te. V 1.. ''•• Ar` ?LAN VIEW VIEW OR V.. /, '\ /� �� 2-MANIFOLD ENO PERFORATION OF A PERFORATED LATERAL II Gross liver I PERFORATIONS ON BOTTOM OF ;a► ! PLASTIC PIPE Topsoil 0% �.y–sem \ _ cK \ = a'a' ..l.orer of GeOlet1et fabric for feu- d (ALTERNATE LOCATION Lawry 50114 Lever Y�.cclhl wrsr W xor p .Now co.KN non n rosin paper) ��111CCC OF PIPE FROM PUMVI t ritiTirriorTTf1m�B Perla Iron OrdIW Nalrannelly /� - Mle C•y Near Tey END CAP 9D� / ir •j Iii nes ;�' Al limn 12'to Edo* RAL o n field Roc of Roca lova O L AT •' —PalaJllau Located OI OF P RfpRATE 2 PIPE FROM • Clean Sand Mer WHOA N Ceram >--- E PUMPING CHAMBER w \ LEN61 N LOrlyewt Soil Properly Scarified More Morula Sana air PAPIP `_K r K / , • WATER TIGHT a LOCKABLE ELECTRIC BOX—� REDWOOD. CEDAR ORTREATED POST (4 x 4 min) . PLUGS OR ELECTRIC CONNECTIONS- — �ALti ELECTRIC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 _�_ •' INSIDE DOX MANHOLE COVER CHAINED D LOCKED 6"SPA CE LOOP OF POWER CORD FOR SETTLEMENT SEALED MANHOLE RINGS- FINAL GRADE ` \4 ,,' . ,). AT LEAST 12" '\'\ 'A11111 NHBELOW GRADE UNION roll i _ WIRE FROM POWER SUPPLY - `i-PIPE IS LAID ON A UNIFORM SLOPE FROM -' MAP STATION UP TO SOIL TREATMENT AREA / . FOR PROPER DRAINBACK SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR DRAINBACK. PLASTIC ROPE OR CHAIN -,v • A I /4 INCH WEEP HOLE MUST DE USED WITH ANCHOR---J ALARM FLOAT ON SEPARATE — WEEP HOLE ELECTRICAL CIRCUIT—• NOTES: ELECTRICAL WIRE FROM POWER SUPPLY ._ START_LEVEL S7_____ �-.r -_, __ MUST NOT RUN OVER ANY TANKS BUT MUST BE LAID BESIDE OTHER TANKS 3 '� I AND MUST BE PLACED IN CONDUIT nv ALONG POST SHUT. OFF_LEVEL_V_ ` _ ry ELECTRICAL CORDS FROM PUMP AND �- FLOATS MUST BE RUN THROUGH PUMP CONTROL FLOAT -/ �6- v� CONDUIT. WIRES CANNOT HAVE GROUND CONTACT. .000 (1l 0 C, Figure F.8 ,7 METAL COVER 'I- -I' C:1=-) -rz 4, .y • Y . • .\* 4fitio. • >• 1 V i 1 CONCRETE MANHOLE "ti , -" RING . kt. METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figurc C-14 .._ - VERTICAL SIDEWALL SEPTIC TANK /-FINISHED GRADE `- AT LEAST 6"TO 12" SOIL AT LEAST I 4" DIA. t COVER 4" DIA. MINI •AT LEAST 1" AT LEAST 1" _. 1 .1 A h_...... I. A DIMENSIONS FOR TANKS WITH VERTICAL SIDES .' 4 T• WIDTH W 24 MINIMUM _ _.. __._i — — LENGTH, L 2 TO 3 11MES THE .W_IDTH BDIAMETER 60" MINIMUM 4 _ { DEF'TH�D 30" MINIMUM; 783MAXIMUM _-,„_ C • -AT LEAST ---A 0.2 U C 6" MINIMUMI 0.2 0 MAXIMUM 6" 3.. C o 4_D _.._ - -AT LEAST 4 FEET- -.--1 MI. 'A111 AM ILLS Al if AST 4 MCI IES NDIALAftrn A. AWVKII E CCVEIIS SI VII 1W MCAT ED WIIIIN 12 11404S. 7. 11K or.SI IN 1 LIC ONE O111AI➢1F MNa 10LES.20'IFASI IT 1IE AMMIU*E 15 WITT MI MI/lC1*SOF 111E SUnfACE (KW.NSR)N AND lOCAlril WI111114a I LE I(%All 1N40( 111E OCVEIA AUSI OE SEGO E 010INEVE1lt ACCESS. . ,y LR S :IPAMKIN N UIS TAE Of 1V1EEH Fla)Cr Mt PPF.AND 3. NSPCC IONPII'F OF AT LEAS,ANI:IICS NAM'1E11 NFME St PONT OTT Writ.9TALI.UE 1401 ESS 111A1Aa INCITES A DANA KITE SI INA RE LOCA,EO IA/En 00111 N E 114 Er On NO LA01IE 11 IAN 12 FICHES. S. In WILL I I1LVIrtS 111E CLNIEII UK(Y itr 11:1'1010.)11 a fon noniron IAL CVLIIMICN',MINS ongrifooN A IS 0.150 .5 SI IALL Ut 111E RAW AS t I IC C.0 NII I111NF f1f INE ANO OIM.NSIo1 C is 0 MO. A Al(LE 017 NNCS OII SAN11NIv LIES A Hutu)INSIYC 11014 11•C M16t 11r LCCAIIU IA IWC fN)IIF 141 I*141111111 C1 MS i . . . I . ...7 ...-.. ........46. PENCIL MARKS Q • aim .. 6 ■1n:��/ O'i ti *'• 4MANN E --1:.: Y ir INLET , rz?csU AOUTLET eODUTLET'LEVEL,Jxi, • 1.1{' I . 1 Y _..`S .t _ - — •._ !1_ • y CLEAN OUT TANK MIFEN t; \ _ � .x.IS 3" OR LESS OR _ '-" — _ l B "B"IS 12"OR LESS 1! BLACK COLOR �, ii.';'::•::.;•;.;.. : .' • SLUDGE /; r DISTINGUISHES SLUDGE • . :!.,... - • • :.•' 4 �,r LAYER FROM LIQUID 4 H1iol•t•bot�.. .; •io.:...: it TT' H,.: . •:�1r• r P 'Sl.r 1111.., MEASURE SCUM AND SLUDGE ACCUMULATIONS IN THE SEPTIC TANK ..71•11,•••l. . - . . -- I / 20?e, 5%.-irr - ..... . 1r \007:1'1 - , 1 ("` -Qi.../..._ . o i- it i• I 7C>, . -- - 1 • — -I kt, 0 • o :0_, -F., - . DRAWAI.,f Z C! - 9 2-- Ei -I i if g"= / I tr.:. .e,e-:,Em WI i 1 i • 14-v• . -7:4 r-, .. ;' • ... I . sr• • 0 ' — =73 "I V— \ ss,, !-— uj - •:-.,= -.- . ' 0 Cl- rf: t, c.: P -•,z 0, ......, • —, 1 1......)00,c3. - . - - Ivy-a:n.0.- -c--,, . \ \ ', . .„--- •.... — L.... r*1 ==...• . , k 1• • .1.- br'A. ( ''' . . 0 X 7 ts, \ -01?-\ •S ..-----\ij- /. ..y._ vvr,t,corsz_ s''',,,..,J \ - i S. .... IV, 1 e •- tP.4,t(N‘i t r:: -;'. ::' -.-7--- -.' 5— • . N......, -A\ Ttr-oTfr-sc-- -:-- 1 _N/ 1..0c...m.-cven.a. - . • r 1\LIA4Yri'Qsczn,t ;)(7) I . • ,,,:, _• ( in., P6...a... F_•}1_.!_r_:,!:! ,:trA 1\ - -2 t \ \ r.,--:-•76..- t•-: •. . . i I s _..._, • • . 5. - . . i , ,„, -.• .... • ; i li\------.7- 4.1 a. .5 to 7( / r-- • "7, • /\ - 1\3<„• • ea IA: g1.1 I ' ' 7 ' . ......., a. , ,71,.. il \ .. .... - - - \ . I z,, p-i 1. . ..., ....*. - -r- y ) : Sc•-',)4- -- 10 .1.-AvA_,v_ ---1 1 ./V:KT41-IblIt.......A.---> r r...:. '0' I '''.1* •e• ,k. .,, .. 1 / .-- --clz_,,, -..r.- 1 A-•70v _ , 1 / ,c,.°)"--, 1 ttv) • y *3 .0'- I 2,-?_.01_11_%„•2 ,mAvAcs---,:=• Tvsay-- . . / 6\ 7 -;_ 'tr.l. i. \f I I Z1-'..,' .. .1 % 7:2, • I ,,,,ige,/ . ... 111. n 1 41.3c v— I 74 P.-- I • ) '...s.") \ ss.........."j A 1 . • IL' zY . 'I , -er f .' \ ,. & Percolation Tests • Scole: it t:-- LIP 'ism • i ' sTs t % / ., XSoil Borings „ 1 \ t i_... ...T_____L „,,.1 4.4 '• / ,f ! ' .--- 1/A I,- - I ' ' \, 'I 1 ., e Bench Mork .. x m., ., ...? / rno-ms..*...14 .... • • k- AI . I 71,-.1 // ,:-... . *- • 0 \ (-4., I • I ' citd- ..! I . ,* 1 ,9...:. "' . „._ ,/:, 1 kw,,' 41 Li. Note: This system is to be constructed to meet V--CA'..--? AN-A-- 1-t•v---AV'-{ -V---4•1\9Y,‘A k-r- 1 , i' y--1 i: - ''' ,ii.e,/t2 .z,i i..,2:/ .f (y vk k -4).:: ..-lits) % the Minnesota Pollution Control Agency c,•(--- c::, - --44-1-'- •-r\--,--ce?os-e-- --Or-q-A-11,,,v,4-.< \ I-- -- --- it . I - ,,(7 ' .•-.1- 1 i. 1 I ' N , t. k-4 L4 - Chapter 7080 & Local Ordinance (.4-> ev.:›• .---,.., ----- 974. „ - • ., .• 'ill.. / 111.... Check all underground utilities . -"41111 .). ,_- . . ., , . .// - .. \ ..4*k' . . 0\ r . Ir, _ . N • , per- 1-4-. __ . . ,,,..,.. ,......,,t., . \ PROPERTY OF.: ),• 111--1 •-til IlrY?":%)5", 0 11-X- 1 1 OT---(91--t0 . • / j t ..., . • • . • n"Z0}-1-C eV) 11 V-4 ),-‘'d• en .. ----Pz - '1:•I`Y --t--- r / •••••, ,..... .... ..19. . ---.......__ ., --4L---------0 .., . • , ',--1...)t - S-P TEST/NG INC. 4 , -----. Designed By: LP ri."--- 6-1 .. c... ---"---.',--4------- . . Dcge.:5._tg,t/2, PH.6:2-497-3566 --.1---1 4 .. ' .. - /9 '- • . . • . Li .Is , .. A,. _‘ lo'xSS/ '?ocX- C3ED =S_ ` ... i, „ , _ _ig, ...., _ / 0) _- oyo':,_)_a 4-3 • 1:7L-1-\}-1 VN' --1,,•\/ tioT-to sc.ALs- - `__—__ P`� 4,SET- BACKS `. 1 I y /o' = 31 HOUSE • System must be: • TT • Tank from property lines X - EC--(t b 'f3.S r4\_ W v�'�Yt 1.11-L c.t?S'C vh r-t-1 L from wells (,JAt.Y---o:-rT- Q from bldgs. w�;; ,,,, "ll :2_5.Treatment area .from lakes , . 'i streams I and switches must be located in a - - Treatment area a from property lines NOTE: Poweroosupply _ _ M/I�N�L�s m'�n �T " from wells weather proof enclosure outside the pumping chamber and manhole . t3QCCF,cc- 2_) .from bldgs. 1- -, - _/ from trees ;._ SOIL BORING ELEVATIONS pi I i ' t • _—11 THAI EL._ - " c,- L',,7- .y ?��min. t ' 1-== I a "dia.su I , - grade TH."2 EL. . `� TanTank 1:1 - / TH. 3 EL: e Drop to Tank I PRESSURE DISTRIBUTION MOUND SYSTEM T H,"4 EL.-9.)-4 i L- -N-\- - m4-1->,\PvL'�. • Min. I"to 8I v-Pum in TH`5 EL.-a3.2 • Max.l"to 41 'i=P -VA Y--�.• GN'aN.-�-^� p ELEVATION of PROPOSED PUMPING "� Chamber �s,o >`vv Pa'.�,� �r •0 CHAMBER- 4 to 6"dia.pipe la4F'w n. •CoP o ��-1'-- o 1. c SYSTEM DESIGN -MOUND +' L. F'-`'ov- - 9.3 -°- TYPE- ., � BEDROOM , Average percolation rote )4-14 min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) . leDC gal./day x.83sq.ft/gal.y47`/ sq.ft.of treatment area +10%_ .51-\0 sq.ft. (= lOft.width= S5 ft.length of bed area+side slope run `oto I x.L°height= 4 ' ft.„ °0 ft.lawn•area needed) Clean rock needed- c-i') sq.ft.treatment area x /05 ' depth of rock= '-!`i cult.:. 27= 1-cu.yds.(3/4'to2l/f dia. includes 2"of rock above pipe) / Clean sand fill below rock needed V S cu.yds. approx. , sandy loam back fill V 4� .oi.yds.approx., topsoil 6. 0 S cu.yd. Ft 0 :---. SP)- t)'�-' �"0 p (....)12%.5%- -;:> Mt✓a��1� �O Aad 3 o io - o 't o 'So�� tR g� U.s��••1 ---c'•- -- Pumping =-L � �_'L-rr Number of tanks required , 1st tank/)ovgol. , 2nd tank"��' gol.mirunms ?Luc Pu..,P%►J ww»� Pumping chamber capacity- 25% of daily sewage flow of '�- gal.=i L gal.+reserve storage of 15 0 gh 1/BF - "00 gal.+pipe bock drainage— . PROPERTY OF: A�c-•-11 '�- 0T-9 v of 1` ' gal./100 lin.ft.of 2 .dia. supply pipe, lin.ft.needed ) )0 , L gol•+manifold. 1�gal./IOO lin.ft of_.,1,.."dia.pipe,fn.ftneeded ') , gal. p-� 3 ' �� 1 + Ugc��'� Ox l. - total capacity needed '7') D gal.(plus area for pump) u�� rn.r. ^t% Cr,l.ct..f. � nom)-'O M t`I . 14 0- - C D - Distribution pipe dia. , '�`1 .lin.ft, 11 "dia. perforations?'•- 'apart , _ Pump sin JIB..hp. (pumpable capacity \ 0 gal. 4 cycles/day) us- �'. N C-14 C'�E`.` t \' N 1��- 4 D czy.,1) v.,n- - 7 S-PTEST/NG //1C. Note: When constructing .7bed this area should be shaped Note: Distonce from treatment oreo to neighboring wells— ! Designed By: �(Q i.- OD• 47-!-`-"'` to divert run-offfrom entering treatment area. �'� �� leo II Date :S/m ,/3� , PN. 612-497-3566 TE TIME CITY OF ORONO CALLED IN i� t12;4 INSPECTION NOTICE SCHEDULED /O-tS5tC aiMI, PERMIT NO. �.�7a COMPLETED /1 ',4i ADDRESS a O 0Y ak, Px OWNER Y � CONTR.__Fdlyie4 /C/&__ TELEPHONE NO. DESCRIPTION /4h ,k- 1'' ▪ 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS ' 07 DEMO—FINAL21 COMPLAINT wj 09 PLUMBING RI 1 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPT• INAL Z OWNERICONTRACTO EET YOU: YES_NO 2 COMMENTS:� l2 /a22'740/2,—/000 47-0.41a Q. — 1� Ae. l e// . 722 T - _F./iv? Sl le r7 Q'if/�` c d acc _/1 �1?4 d /;P6 02 `` 24>e, <r 4 cry v/ h /I /lee, W �/ c Q 2 W z W Cj W �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE 0 W 0 CORRECT WORK&PROCEED 10 ISSUE CERTIFICATE OF OCCUPANCY IZ Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OU BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor • %si : i / /AM.` Inspector. .0,. i I i White Copy/inspector's File Canary Copy/Site Notice /D TIME CITY OF ORONO CALLED IN 1 INSPECTION NOTICE SCHEDULED ,(q31 PERMIT NO. X570 COMPLETED ADDRESS %�► I d/e 4/ %w OWNER CONTR. c €$J� ' TELEPHONE NO. 0. ti DESCRIPTION y 4.1 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING H 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO—FINAL 27 S ..mazy 21 COMPLAINT IQ 09 PLUMBING RI zi - - 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTIC L Z OWNER/CONTRACTOR TO MEET YOU: YES_NO c COMMENTS: /0 / a ( )jCC � ) / O ' G X1'1 /1G�1 �� tx W 4. (y p rY1 Lt/J'l1 1,, CC er W z W cc ry� V WRK SATISFACTORY:PROCEED ID PROJECT COMPLETE WcrisRRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor •n - to Inspector. ii�� 17 � G� White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN /0-7- 93 INSPECTION NOTICE SCHEDULED /0 — ' : v-o PERMIT NO. _�f',"5`70 f' r) COMPLETED ADDRESS /A9 4 62 D -a- /92 OWNER CONTR. TELEPHONE NO. y `I- /P6 DESCRAPTION 77� �BC Lt. 01 FOOTING 11 MECHANICAL RI r 16�ELLTEST"PUMP Q 02 FRAMING 11 MECHANICAL FINAL V 18 EXCAV/GRADING/FILLING h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS O 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL C(95 FI AIS Lam) 13 METER SET/TURN ON 17 SITE INSPECTION i` 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT Q = 09 PLUMBING RI 1 • IC INSTALL. 22 FOLLOW-UP 10 PLUMBING FINAL Z OWNER/CONTRACTOR TO MEET YOU: ES_N t COMMENTS: — /Yt! 7t' ,k-i°l cc a. ,P, ak ccO cc je lir-1.°a/ 12°4- . 1e.,1 LipO W / 'P"l2 4 _,/'ai--..... cc — 4);Ws"..1.449' Cf ' i;'), ,''Ilf).fr Lrzslibe a-4)P W cc O V ❑ PROW WORK SATISFACTORY:PRO ED JECT COMPLETE ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspec ion 24 hours in advance.473'7357 Owner/Contractor • • . / �- / Inspector. ✓t; P ��- i White Copy/Inipector's File Canary CopylSite Notice AT TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ///45193 .r ;.3o PERMIT NO._5:5 2 d COMPLETED� ADDRESS a �/i- 1' L., I OWNER 2 CONT-,10.72_, _ =�- // / TELEPHONE NO. 47M-/!G `) DESCRIPTION --12/_,‘,4";1 k. 44 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL cr 05 FINAL 13 A -SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 'r 'r�ia- - • ,,.• -. 06 PROGRESS v 07 DEMO—FINAL •i.•.•A.•.m•- 21 COMPLAINT ct LU 09 PLUMBING RI `i 22 FOLLOW-UP Z ting. 10 PLUMBING FINAL J Z OWNER/CONTRACTOR TO ME a•. •• NO oy COMMENTS: "i" ' JI ' %P t/, Ark a — es- e a � — L'oc.� emsray) /2e9g2,76t/ 0L 6:60._-1/2V 7lve c /701.5 u._ ."..dt-LjCbeLU a cc cdIr GSL CZ 1., ''..'"'L.---r , r i-a'e_, ms' s .6 i' 14.1 WWI. Z & / IQ cc 1 ❑WORK SATISFACTORY:PROCEED /PROJECT COMPLETE �1E-7 �- P Cl CORRECT WORK&PROCEED EISSUE CERTIFICATE OF OCCUPANCY LU D CORRECT WORK,CALL FOR REINSPECTION' TEMPORARY 0 `} BEFORE COVERING PERMANENT 4,,,st ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED re ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. ,/, Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor .' : te-/ Inspector. /_!'dam_' Li_✓/i White Copyllnspector's File Canary Copy/Site Notice