2017-0169 - new septic - Laserfiche WebLink

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Proposed 1280 Gsl.Pump Tank(Manufacturer.Brown Wilbert) 65'of 2"tits.soli 40 pvc Percolation teat#4 9 mpi Note:A control panel must be insta"ed thgtM3 dischargepipeEI■95.80 Install flow measuring device&high level alarm g Depth■12" have the ebi',tyto messuref owe and time dose All maintenance hole covers to be insulated per state code Soil Observation#4 EI=96.30 the effluent to the absorption Was Once llie Existing Grade EI=06.20.96.70(varies due to elope) Depth:24" Sell Observation#6 EI.9530 system is metalled the designer WA need to be Ir.'et:nvart EI=90.`0 t3ottom of Tank EI=86 40 Restrictive Features:12- B 2" Depth:24" hired to conduct a draw down test to massive Restrictive Festures:12" 8.80-9.30'out to bottom of tank 3.70.4.00'back fill over top of tank the pumps performance in ge'lons per rnnu:e. Pump to deliver 45 GPM with 29'of TOH Percolation Test#3■6 mpl Once the draw down teat is conducted the Set Initial timer setting for 2.60 minutes on&340.30 minutes off EI.98.20 Soil Observation#8 El■98.30 timer can beset according'y Pump must be Depth■12" Depth:24" insta'led that vaiil be able todeLv'er46 g4irrin. Proposed 1000 001,Septic Tank(Manufacturer:Brown WIbert) Restrictive Features:l2" vft at West 26'of ttNai dynamic head. install effluent Filter&high level alarm Nearest property line Percolation Test#1=e mpi f3dt WW timer setting for 2 60 minutes on 8 All maintenance holo covers to be Insulated per state code per owner El-97.10 340.30 minutes off Existing Grade EI a 94.80-98.10(varies due to slope) Depth■12" nisi Ime t EI=90 80 BottC Tl c!;ark EI=E3.73 8.10.8.40'cut to bottom of tank 3.00.3.30'back fill over top of tank 10'x 50'x 0.83'pressurized rock bed In proposed mound ank(Manufacturer:Brown Wilbert) Three T die.laterals with Y"die.perforations Proposed 1280 Oel,Septic T All maintenance hole covers to be Insulated per state code Perforation Spacing:3D" Lateral Spacing:S8" Bottom of Existing Grade EI■94,10-94.80(varies due to slope) d, clean washed rock bed EI=89.60 in:at invert EI=91'0 Bottom cf Tank EI-87.00 24-30"of clean washed sand I:ft below 10"rock Ixg d&sicp'n out throughout the entre abs to area 7.10.7.80'cut to bottom of tank 2.00.2.70'back All over top of tank a �'� ;„ All materials&procedures usededI to Install the mound must meet elate `vb $ code requirements(see enclosed cut view for further dimension details) Existing septic tanks 84'of 4"dla sch 40 Pve pips F N� t{� yjeeus Percolation Test#2.3 mpi Two 1000 gal septic tanks pressure Test to Code .� v9 EI.97.30 per city records to be 2 j"drop per 10'of pipe ` �.ptPu° '�� /� Depth■12" abandoned per locaystele 1._3 i11 drop par 64'of p'pe �/ 8011 Observation#2 EI.97.tW codes(see ettach� I I I _–__ •--- ' / Depth:24" as-bullt records Existing Drilled Well(Unique#:111014) t Proposed l °1 Restrictive Features:12" >60'of continuous casing • for dimensions • Sell Observation#3 EI c 97.20 from exiting home I + >60,from the proposed septic& -Crushed for locating for pump tanks and absorption areas ° Depth:24" OO}--- f \ a n Restrictive Features:12" abandonment) fJ Old Well Pit ( I Install clean out at house I Documentation must be presented to the I Existing Home 4� a• Rock Septic Pipe invert EI=9190 �.,� • E local unit of government that issues the I ____-- ° • '! Installation permit the the well In the well Proposed Proposed to be demolished), vo°4� �� e' a •Crushed'Rook Drlvfng Surf— ° pit has been sealed per state laws Old Well Pit c'e �� • ' Drive Documentation must be presented to the °a ° a a ___ • Driving' local unit of government that Issues the House _ ��x • Existing :• BM=100.00(assumed) installation permit the the well In the well Way I Garage a Way ' . • Top of concrete garage slab pit has been sealed per state laws {--..---— _ -- Drive ,d, � e – – Rock • Garage ;°• ° ° Property line per owner Crushed a ° m ;, . �' A'' ' r. •' bale:i"a 4d Notes:Before the$0111c permit is issued,the property owner(Matthew Katterhagen)must riga the 1 at page(prohns.twaq of the design packet,sign this the 3rd page(the design sketch),and the last page(managentart plea)in the areas underlined in red acknowledging property line locations and all other client provided info. The s_puc dcsign is constdered%old until client signs to all throe places. . Also,before the septic permit is issued,City of Oroao Building Official Roger Poitso must sign below acknowledging the below statement The septic design%%ill be considered void without his si3naturo The proposed septic system has been designed according to the Minnesots Pollution Control Agency Chapter 7060.7083 and with kcal coda in dW at this time If the septic design is sherad in any way the septic design will be oonsiderod void,No warranty of red ntation is made that the septic system will function indefinitely.Driveway to be maintenance route. Signature:-f f..0 �"' Date:10.5.17 C1 on W.Lunser State License#:L966 1,Matthew Katterhages,state that all property lines are 20'+from the proposed septic system and no easements exist within the proposed septic system.The only water supply well in use on this property is the one shown on this sketch rothrred to as unique well#111014. I understand that I will need to provide documentation that the other two wells noted on the sketch to be sealed have in fact been sealed per state laws.No water supply lines existing within SO'or the proposed septic/pump tanks or within 50'of the proposed absorption area All cheat proridcd ut;o in th �eptie design p::cket is accurate. Signature Data *.'.attl:aS li ntlerll3[C71 No representation is made by the C.W.Lunser Co.,Inc.that the information provided by the client is accurate.if it is found to be in error then the client will be responsible for all wets of upgrading the septic system to be compliant.Thorofare,itis highly recommended that the property lines be surveyed,documentation on well depth be obtained if applicable,and all other info be verifled, 1,Roger Peitso,City of Orono Building Official,observed the sells at this site on 10-417.1 agree with the soil boring logs enclosed as what I observed at the site and 1 agree that the bottom of the proposed septic dispersal medium as shown and designed on this sketch is at least 3'above any restrictive layer.. Sibnat Ira Date: City of Orono Buflding Official Ro; r 1%:130 Stat:Certo