The URL can be used to link to this page

Home My WebLink About1992-004426 - replace septic PERMIT CITY OF ORONOPERMIT TYPE: 1335 Brown Rd. South • P.O. Box 66 SE R _St WATER Permit Number: i)t 144.2!_-, Crystal Bay, Minnesota 55323 Date Issued: 06/19/92 (612) 473-7357 SITE ADDRESS: 460 ORCHARD PK RD LSV P. I .N. ; 32-118-23-23-0005 }t f05 DESCRIPTION: REF'LAC:E SEPTIC: Sewer & Wat.er Permit. Type ORNFLD &/OR TANK Sewer & Water Work Type RESIDENCE c s u" r r REMARKS: FEE SUMMARY: , to . 1 r u�` , t Base Fee $50 .00 Surcharge 1-R0 Total Fee $50. 50 4 Tv LF ORONO FIANCE tA� �Cj� A OFFICE A 131330 000 01 GEM 50.00 1222200000 (' �r 1 {JLfir5Y l Lits TI 50 50 L^I/LLL 7 1 JVsd i�Eint.lS I-TANK YOU 4245060 0001 ROt T'06:45 4 1 r �� pp.: 06/1 T/T:: CONTRACTOR: — Applicant — OWNER: VOLKENANT 24 SONS INC: 547' 1547 RODEN ROBERT 1030 1 CTY RD 8:3 450 ORCHARD PK RD MAPLE PLAIN MN 55359 ORONO MN 55356 (612) 479-1547 (612)47.3-7952 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENT! " ''"N FEC I F I ED AND AGREE'=, TO DO ALL WORK IN STRICT COMPLIANCE_ iw I TH ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE R' I REMENT col,*„ // APPLICANT/PERMITEE SIGNATURE / ISSUED BY:SIGNATURE C✓C d )) • .,, ,:t 4 • .1 ,,, 6..4...'' a ', ar - • • 1 �.? ', .j� _ AO A • -,•.--*- --.,, ,*y• ‘ • ••,.--\\ - ' ..•• 't '' /' •• '40'34 /,,, ,Irr,. , ,, ._ _. 4 Zgi, - .-.1 1: •4'' -, `';',,?' 's is -- -t,'1. . `,'+,. ,°"g.' w''r_ lit ., i-i t. / 'c' ,;'4 `� �,:k. •�it , �Yt , ,• -'�. i! b av d P, !%/10imak& y �✓� Pf3kr', 1 4 . , , . .. - 0-4, - ' t • • • ..,,...„ ..: ,:',.-- •T,I. •-,.•••ii.sa.., '. '4:;%.*•-•`• ••••• ••411-'%•- •'''• •',..7''7A•'AA'• ,•-a. ...a, •t...`..•• , S.••%•1%.a• .f..,... . „ ,...io. :' „ t,.:31,....," - .•• el, . S f ••9'. ...../•, ,R- V.40-11 , - 1 I*4t.'.17aii..- 4 • ir•`‘-'V,M- - ,- --A...! '".k 5.1• :.%•' , ' •- ' _ - •', ' '% ' • 14,•,-. ',-..,..',..• 4...-.,,. .-",,:r•--,:hAt..:$7:::II.saci.,i,•.)•-,'' ••I'`7,-i--V. ' - ' :-••'•-‘-% 1;-..7-Alps.4V*,.. ',)T, •,, 4-,-,„_:`'Skl:t7.;,:::;ifl;..tr'''',1 -•••.',',4,,',,,,...-...-?,•.,i'._-...• ,-•'•.'.: ‘, '''''-,c•.70 -......cut,'IV' s' 1. g-*" ,-01.11=4:7..A. ..'-'.44.', ..'_,.....S;',.,rtitr,s:7„.44.7.,,t.t",\,t:,. , ,..' ' : .N...,7,33 ..e.--• ...:,..6‘.] gt."44,---'' --..,.,_ .7a. /4%.' y,na ‘•••...'' •".." .1...b...."Qc . 4,•-•.".:.-".....",• • - % -,•-•',' ''”"t•."--•4'•"'4.,:...k...4 . •• ''''•' •-,...1‘..•-%.,"..4..•``ti....11:-- 'a .... ''.••' f.U,', • .••tliti.'1,4 ,;:,• •4'.,?,•• •••,, - •4(.4,:. .it-.. , .•',,... ..r,1:.:••• .iTwi - .;, ..'r. , :9-.7.'I'''''Ai• Ift:41.4,. •.= 4.- -...s„ . .41,-*,;,. - . . -. ,. ...., , .....2.,,... r-', ,,,.r. " .,' -",f.'•``4,... -•-•'. - -"'' ,.• -, WIpil1/4,,,.'• '1,''* . - ,.•. ,•'*--5•44.1t'' ••.-. -,.. _ ...,,,'.t..;....,il ,:„.„,,,•,c‘...„-,-, •-••• . ••• -• .A - ‘,.- •'• 41 '.470:'•-•,'-1,'-•-.0,13.;;_•-‘'''--...:- -Ls.,-i, - rio :*•e.-_-_-.--7`. Z,-'• 44 p NI.•--'*'....,-----•`- -. _.:•:,•:1.1, ,t. ,,,•.•.„.::--.,;-'„--s.• '•r .., 414 '.---_ • iC,- .. --, ----A4 *---,•„' ,t,-"#, ..ii• ' ..;,•-•'''')-1(:.•:.------ •: Ii ----.- ' ..-, .. -,i---,...7- 7... `I".'". ..7.4, ,/'.-•'-' ' ',"----z• - ..'4,'2''.;:illt'Il• -`4P' •-•'':1:f- :,,-1,,,,:.:,„:i '._„:!1.t. ..:7.,...-, .. •:-;;.--1 ,,,• -',-..•••:... .... , ...<_,,,,,r i, 4,-.L." : . ''t-;, '---''If.::,,.17...-;-,:41,-, .".1-1-'''''.:,-:-.Z.4:7-,,,.-371:1.- , ..,-:_„,1 „;,- •-'2-7•',"'-',.. :`;' -='''.;- ', -=-..',.!,.....17, ',4„‘Latip-•;.,.;.:':'. '''--- . :---V-7-71-',.'.. - '! Ak. - i.."' -; ..s, .: 1".:-. .y..4e--t,7 • . •.,_ ..: .,...,...;-,- ii,-,.. ...:-.„,-,,..,,,,..„. ..._ .,,,t ,.. ....,.. .. __ vt, ........ . , 1 ,„„7-..-,.._ .:-...,-t.„-- : ..'":" ' -- ' .- --,-• -'4--- -_. -,7-:-. • •.,- . - ,,- ,-..-.,.-. --" - ,. 4•-' ---,. t-1111117.f- 14 's'.,:',;i/ , -..,,. t -..•. , it, ' •,•*40, - - _ -, -- -,s . •• t- . •.;- - -• - ..-. - •,•••,,,, 4 , 4.--'N .-._7 ..,z..... • ,.. A..f.,.."•_:;1-'77',". III,. -. '..,,;••-*.-7:4,,r. . , ir- . _.„ . •• -- ---,z :. kys&-,---.111---„,"-e. ......,t. .•'''" .;. . -•,-„,.....,75):. , , ,,, , ,......;. . •-,,' ? . -., :.-.i....=-4.„,".4,, .-,11...? _,, ,,,,m,ft:Ar - .-0,!..r,..* f..-.3.:*!',...."_, ..,..• ,,,,.,:„Z-,, .7., , i nr,',7,-. ....1*,;1...••----I.''.L.,‘.•,,-,.. ",, ,70K,,,'W„,*'i Mitet' .'-. 1.,V4'.•,,,14:-•-•-...,,,,-' .-- ;:a7.474 4 A..•.'''' P.,*47.3'C',-.`S;'-.‘,..,,t.•- -,'-;-,.C..:_:-.' -.',..:l''V*?,7'' -,. t..",''' .....,..''., •'''rFieVO . ... 1 ''!-', .1-•,•'"...1S,'"•=',-.7:":;‘-....."-/---'-' .•-..,,' -'. - •‘•--.F•',..:-.7/-;&:--;,..:46.tc,fe.:'-41‘._ ;P, ,,,,.*4,.-.-wi„,-;,-.---%;w:.€?:,-Li:Lf_„'.•... .,<--.1'..':''k•.,• ..•'...;. .---,.- •...'7,.",liti..* •'' '. .,--t...'.s .: '4,- ;;*•••-.7-.";t,:_--.V.:..,4'. .--,4-:`.;"1-2,„_;'-'''; .. ' - '• :1'). ".,,-.. ",---`.74•. . ,4-:-".- ,Oz ,,,.. • ''''''-r - -;,-..-r. ....40i-,,- =,,'„,„i'L.;.---1-*"..- '•,•••'.• :t 41' . •••:=••• • .'• • ''''•44',P•'• •. IN1 I'''' 'i -'2,'''i4-;N'----,''.'''' ="'`'s-,- 4,,„,...•: -. p- •:',-,::':‘--: - ,'4,_-''''-,-.':„. '.• A4 - -4",•,-. 4:-..,'-,,-i.-4-". _-..116..:4(ik'.4";-,..,,,,r,'OP'.,a-,. ., -.; , a,. -0^ ,-. -- - ..;,,,••;••,.,•-••' •'•,!5*,. .,,X.,,li _ )t,L-111..t •:;'. 4,:-.,,... ...-; ,,4.'• -'."- ' .. 40774,1;',4t, .7.,r'v.. r. -s.. -.$- *c-3.; 4; ..v ,-;,-•-• 4.iii,..,._-..5,•.:. _„.•• z ,:- -,- •,,,,....,,,• ...-.„..?,.,.., . , .-.. 4 --,-;..' '74 1 ., .E.T. ':I, ILi^ .4 :-''-arri.-• .,•;i:': Vd••-41'f4" ','-''''4(.76 ;11 ' • , ,`. littL-!ab,Z _ ..):.,••=4. '' littt so At, , < ,r ` ` _� }moi.r /,�.1.,„d I, 4 11ti t ' K ,t, .aif ...i'•1W. Ne''';' / •_ \.‘‘,. 114C" �.?mfr*'r% �i ,' s 4,; �,u 3 ''', \. •' i _ i e , • \�-.I _ ��• R- • , 4 , - y + ... ", • -may "- .y 1 .t y • 1 A/ i r , „,,, . ,.. ,..„ : gi.; • , ' a /b-se h 2145 - paiczio 09t7 ti APPLICATION 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 offices. 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. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 6. The following inspections will be required for all septic systems: a) Pre-installation site inspection to include inspector, installer, and general contractor. b) Tank installation prior to covering. c) Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content) , and again during pressure distribution piping installation in the rock bed. d) Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 7. Individual holding MPCA Installer Certificate shall be present during installation. 24-hour notice is required for all inspections. ************************//*//***********//*************************************** JOB SITE ADDRESS: T/o� D�e�Lr � Pd Occupancy Type: Residential AT Commercial__ Other Owner' s Name: Rob// Phone: �` 3 -70.74- Mailing Address: 1 o ��R� City: d Zip: Septic Contractor's Name: V60.toodBus. Phone: Mailing Address: O j Pip p City: 4? )2/tzip: '1g71cç' '****************** *** *** ************ *********** * *** ***************** - over - r SEPTIC 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 *************************************************************************** NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. Initial ✓ 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2 . I will be installing the following: A. Tanks: ✓ Precast Concrete Other Manufacturer 4 / i Tank Capacities: 1) gal. 2 ) gal. 3 ) /e'e',Ogal. yrs PYal B. Pump Station (if required) h Pump make & model 21-( (attach pump curve & & rh rled by literature) ; system design requires ''o gpm at feet of head. High water alarm make & model 2 ' L" gQ 'rbl/G' Outside electrical work to be completed by installer I electrician v'other . Inside electrical work 11? BI^ must be completed by electrician. C. Treatment System: Trenches: s.f. L- Mound Depth of rock below pipe Rock bed dimensions /O 'x Drop Boxes Sand bed dimensions 3r'x 77' Distribution Box Pressure Dist. Pipe Diam. Z " Manifold Pipe Diam. r YZ " D. Final Cover/Topsoil to be: +- borrowed from site (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: S, Zi/ �'u- &--5-- Date: MPCA Certification No. : b 7/ CITY OF ORONO Permit it SEPTIC SYSTEM APPROVAL Fee $ Entered By The General Contractor will be given a copy of this report and is responsible for its distribution to all sub-contractors. SEPTIC SYSTEM DESIGN IS NOT CONSIDERED AS APPROVED UNLESS THIS SHEET IS ATTACHED. LOCATION: `tDLJ oroiw►U Park I`nd GENERAL CONTRACTOR: PHONE: SEPTIC CONTRACTOR: PHONE: OWNER: PAIP14-- gAglerN. PHONE: 4/73-795a d APPROVED ig,CONDITIONALLY APPROVED: (Note Changes Below) COMMENTS: ,A)511/115 1zn4c i ri/I,) � a h �,hSA r /ieji Acta" ix.t.d. /a29 /O90 -JODQ 9- /a rr--, Dreg/14U ; T"re,c ✓r �J /0 X SS Mheci 3S- 'Al 00 ' 57nd NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. NOTICE TO GENERAL CONTRACTORS: Primary and alternate drainfield sites MUST be protected prior to and after system installation to avoid compaction of the natural soil. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY RIND (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. Ar Date Approved By ity of Orono Licensed Septic Contractors in the City of Orono. 5/91 Clover Hill Company, Inc. **Elmer J. Peterson Co. Rt. 1, Box 372A Rt. 2, Box 226 Waverly, MN 55390 Delano, MN 55328 658-4834 471-8151 Coppin Plumbing Quickway Excavating 2300 Chateau La. Rt. 3, Box 3 Mound, MN 55364 Rockford, MN 55373 472-2316 477-5077 **Don' s Backhoe & Excavating **Sullivan' s Services, Inc. 11585 110th Street 3660 Hwy. 101 S. Cologne, MN 55322 Wayzata, MN 55391 466-5959 473-4300 Hayes Excavating Thompson Plumbing Rt. 1, Box 202 15001 Minnetonka Industrial Road Montrose, MN 55363 Minnetonka, MN 55343 972-3521 933-7717 Jerry Johnson Excavating Volkenant & Sons, Inc. 2445 Morningside Rd. 1030 County Road 83 Long Lake, MN 55356 Maple Plain, MN 55359 473-4361 479-1547 ** McCarty Water & Waste Widmer Brothers, Inc. 6250 Wayzata Blvd. W. P.O. Box 219 Maple Plain, MN 55359 St. Bonifacius, MN 55375 479-4343 446-1495 Patnode Brothers 16551 Lake ridge Road Mapple Grove, MN 55369 420-3793 **State Licensed Septic Pumpers S-P TESTING, INC. 951 KATYDID LANE ST. MICHAEL, MN 55376 497-3566 Steven B. Schirmers July 11, 1991 Bob Roden 460 Orchard Park Rd. 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: This site has an existing failing system due to strong clay soils with a high seasonally high water table. The existing tanks may be used upon approval by the local Inspector. The soils on this site are SCS soils mapped - EnC - Erin loam. A seasonally high water table was located at 26" , (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 ' abovethe seasonally, high water table. The soils at a depth of 12" have a percolation rate averaging 9. 8 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) . CONT'D Soil and Percolation Tests Septic System Design • Bob Roden 460 Orchard Park Rd. Orono, Henn. Co. • (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. Recommend to pump the septic tank every year if there is only 1 tank & every 2 years if there are 2 tanks. even B. Schirmers �S SBS/ds O '' - " ALL t.-4'�G" l 4 rc�Gty- )-\-ç o -C--- alt.= '4 OQasama -tfir10`+4-Cvn 01.+e f _ ctte - $ �-v�-A - t FISC CZ xwy e.ot�y'C1F'+,Cs�t0.1 1..,„ ..c 6. vt46.e.. T. • EXS{STtu4 yi `) pr,i vtn.f.,;5.-� . 'TANKS y _a Of.1.4"\<:,.7 G)-�t4- t3�.SL .14 1 01'1 , X�y sC1►b ai , 14 Exs,,.,..,,... .., . kiis 15 n \, ...r, . . ....(myy-k : .....(6.e. ov. 14,,k"I 4,..:,,..„. t,....4-•T.> Per gr-- --+A-sz- WELL S•v6-l' \L� V 0 0v- PJ---.„----- -V�'® 1a it3us"t SV i 4'P-�r1_'e-- %t,- ,CO-O Q I1 0 w N. 7 o K 9 ' xyt� Q� • ti+ 6 Percao!ion Tests Scale: 1— SO %I./ \ • It TOM q�T faEr XSoil Borings i --- --- sYr_]Li �_.-. 6.1t1.1-tui.- ®N w ".+ �'S� 95.1 Bench Mog-c — ' 13 4 • n ? . Note: • This system is to be constructed to meet o 1 �" �� 135". 9 1 j , ,� �4`y\4_,, the Minnesota Pollution Control Agency x v`R X Chapter 7080 & Local Ordinance D .., 11 iso„ Emti.,t-.* 4 Tel-NT. t , �,`' ` Check all underground utilities m o-C'S L.F%o t,.,s s 4E.t A?-1 .3 t-" ' C 9F�+ 1' 1 1 q`U - f^iY \'' ? =— ,� PRCpERTY OF fso-b Q ov �4 a 1 /A ,� - '3 b P,{^P 5,,- - ��-o f...t r� m .n !-�F 1 ►S_ Lt D. . \ �� Esc ct m�- �?I '` S-P TESTING/NC. A►I .'. '�'" Cote: /11/51, PN.612-497-3566 F 4'' i 4•.t,s$ _ , ro'x ss goof- - r_ SS r, }vim i.:›'sat-'v _ SET- BACKS /! /0' t y HOUSE • System must be; ¢ • Tank 2: from property lines X- S�-'r t a ca. Slr�'- W\oT IL -- ••�• 22 from welts ' .2Q from bldgs. "vTreatment ores = from lakes, streams Treatment area 62.12' from property lines NOTE: supply and switches must be located in a MA>a rlc�5 •�►� t)," from wells weather proof enclosure outside the pumping chamber and manhole BAceF1tr_ 2:from bldgs. r -n L� from trees � I °OIL BORING ELEVATIONS II r _,-- Irmo.• 1 ' Amin. • TH. I EL.-a.9 �` 17 .�.."da,supP_�Yppgrade e o TH.2 EL.-a2.,.9-a2.,.9- Igo / ' Tank Tank TH7-3EL:q(e 3 Drop to TankI t I PRESSURE DISTRIBUTION MOUND SYSTEM TH;'4 EL- . Min. I"io 8I \--Pumping TH. 5 EL.. .____ Max.I"to 41 4. P Til,1-)X.C. SH11,`.L0 UJELEVATION at PROPOSED PUMPING Chamber 9 CHAMBER- 5.0 �,v ��n_"ee5 o 4"to 6��dia.pipe . SYSTEM DESIGN -MOUND • >ao��N -c fir,' )- - g 0,4 TYPE-Z_, J__ BEDROOM , Average percolation rate 9.5( min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) . bS2.12.gol./day x.83sq.ft/gal. ti /cI sq.ft.of treatment area +IO% = s`{, sq.ft. (4 10ft.width= ft.length of bed area+side slope run_._to I x.11 height: .?ft.x_kQ ft,lawn-area needed) Clean rock needed- Sy7 sq.ft.treatment area x to se delft of rock=5'7 y cu.ft=27:_a./cu.yds,(3/4''to 2 V'2'dia. ,includes 2"of rock above pipe) -C-°4`4°s ---- Ute-. S i -_ wA5 Clean sand fill below rock needed /3 SN.yds. approx. , sandy loom bock fill 0-�.a.yds.approx., topsoil 6"��cu.yd. �_� a I.-1__ \ [ SGoc"1tr, 21D -co Av'0 . .c,"-,,, -co -rot' Fc,- 1trgl %,,...1%,,...11-4v.-%,, 1. vs-. LR— u . cYL ' c-s-,..J Number of tanks required a , 1st tank/0 r Ogol. ,2nd tank/' 0 gal.minimums Pio P�Y+‘T.%)..1 1, c- la.,iw,c-k... 1 •J Pumping chamber capacity- 25% of daily sewage flow of(O got.:/41 gat.+reserve storage of 150 gli 1/B17.620 gal.+pipe bock drainage— PROPERTY OF 6oC3 vro�l-a of_ gal./10011n.ft.of...a_."dia. supply pipe, lin.ftneeded 190 ,, ' _gal.+manifold 1SLgol./100lintftofA_Mdio.pipe,In.ft needed_.0_, . gal. L („C) c c.H A-v--iy.) pA-'-v-- V-N--› total capacity needed ')ie(o gal.(plus area for pump) Lit,y- rh,r.. /t1o v (toll-c e. - . • 401?-0 t-t 0 n� %-i-V14 0 . G o Distribution pipe/meadia. ,/S lin.ft, //L/ a dia. perforations 34,"apart Pump se ILL_hp. (pumpable capacity 1_1_1a gal. 4 cycles/doy) u -' a) ' Nc u-_. c--ti--c 7.��wig - L10 cso.11 re+1n. S-.P TEST/NG / Note: When constructing bed.- , this area should be shaped Note: Distance from treatment area to neighboring wells— l LSE --C�-�A N /odd Designed 9y: �y • ^ to divert run-oft from entering treatment area. Dote =2./IL/gl , PH. 612-497-3566 - w. L-13 , . CERTIFICATION # 00627 Logs of Soil Borings 'Location or- Project Bob Roden, 460 Orchard Park Rd. , Orono Borings made by S-P Testing, Inc. Steve Schirmers Date 7-8-91 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other • Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 95.9 fleet Surface elevation 97.4 -D, 4- 0 - Topsoil dark brown Topsoil dark brown 0 - 10" loam 0 - 10" loam 1 - 1 - Gray brown loam • Gray brown loam 10" - 1' 4" 10" - 1 ' 8" Gray 1' 4" - 1' 8" broy agilay 2 _,.... Browogayl' 8" - 2' 2"-MOTTLING 2 = Brcwiiog]ay, 8" - 2 ' 2"-MOTTLING Rusty olive brown clay 2 ' 2" - 2 ' 10" loam Rusty olive brown 1. 3 3 - clay loam , Rusty gray brown 2' 2" - 3 ' 8" clay loam strong Rusty 3 ' 8" - 4 ' 2ii Warloam 4 - 4 - 2 ' 10" - 4 ' 4" Rusty olive brown 5 Rusty olive brown 5 - loam loam 6 - 4 ' 4" - 6 ' 6 - 4' - 6' 7 - 7 - 8 • 8 - End of boring at 6 ' feet. End of boring at ' 6 ' feet. ' Standing water table: Standing water table: present at 4 ' feet of• depth, present at 4 ' 4" feet of depth, ° 27 hours after boring. ' 27 hours after boring. Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 2 ' 2" fet of depth. Observed at 2 ' 2" • feet of depth. Not present in hole Not present in hole Comments: Comments: • L-13 CERTIFICATION # 00627 Logs of Soil Borings Location or• Project Bob Roden, 460 Orchard Park Rd. , Orono Borings made by S-P Testing, Inc. Steve Schirmers Date 7-8-91 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number in in feet Surface elevation 96.3 fget Surface elevation 0 - Topsoil dark brown 0 - 10" loam 1 - 1 - Brown clay loam 2 - 10" - 2 ' 2"-MOTTLING 2 - Rusty olive brown -- clay loam 3 - 2' 2" - 3 ' 2" 3 - 4 - Rusty olive brown 4 - loam 5 - 5 - 3 ' 2" - 6 ' 6 - 6 - 7 - 7 8 8 - • End of boring at 6' feet. End of boring at feet. • Standing water table: Standing water table: present at 3 ' 7" feet of depth, present at feet of depth, -27 hours after boring. ' hours after boring. Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 2 ' 2" feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments : Comments : f CERT.#00627 • PERCOLATION TEST DATA SHEET y Percolation test readings made by S—P Testing, Inc. 4n 7-9-91 starting at 1:00 Test hole location• 460 'Orchard Park Rd. ,Hole number 1 ( �,Date hole was prepared 7-8-91 • Depth of hole bottom 12 inches,Diameter of hole 6 • • inches Soil data from test hole: Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 12" Gray brown loam Method of scratching sidewall xn i f Depth of gravel in bottom of holy 2 inches 7-8-91 10:00am 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom :e 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; Tinie Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per - inch 12:50 prefill 6 1:00 1:30 4-1/4 7.1 30 min 1:35 2 :05 " 4 7.5 " " • I • • • 3-7 8 7.8 " " • Percolation rate = 7.5 minutes per inch. • t. • CERT.#00627 • PERCOLATION TEST DATA SHEET : • Percolation test byInc.readings made S—P Testing, nc 7-9-91 1:01 a.m. 8on —starting at Test hole location 4 6 0 Orchard Park Rd. Hole number____,2 rte' Date hole was prepared 7-8-91 • l • • Depth of hole bottom 12 _.inches,Diameter of hole 6 - inches , Soil data from test hole: Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 12" Gray brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches ,, • 7-8-91 10:00am 12 ff 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 Automatic siphon ,Maximum water depth above hole bottom during test.--.L_—inches: Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch . • 12: 50 prefill 6 1:01 1:31 2-3/4 10.9 30 min 1: 34 2:04 2-1/2 12.0 " 2:07 2:37 2-3/8 12.6 " " s • • I 11.8 Percolation rate = minutes per inch. • 1 • CERT.#00627 • PERCOLATION TEST DATA SHEET Percolation testeadin readingsS—P Testing, Inc. 7-9-91 1:02 ' + 1 g by on raw _mains (7174-)m.! , . ry • Test hole location 460 4r'chard Park Rd. ,Hole number 3 ,Date hole was prepared 7-8-91 . • Depth of hole bottom 12 inches,Diameter of hole. 6 ' inches , • Soil data from test hole: Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 12" Brown clay loam Method of scratching sidewall Knife • Depth of gravel in bottom of hole 2 inches,, 7-8-91 10.00am 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 Automatic siphon ,Maximum water depth above hole bottom during test6 inches; j Time Percolation k •. Time interval, Measurement, Drop in water rate, Remarks • minutes inches level,inches minutes per inch • 12:50 prefill 6 1:02 1:32 3-1/8 9.6 30 min 1:33 2:03 3 10.0 " " 2:08 2:38 2-7/8 10.4 " " • • Percolation rate = 10-n minutes per inch. • MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW Palmated Sewage Floors in Gelkass per day Estimated ( „t c) c9 gpd (see pages D-7 or I-3,4,5) Number cwd> or measured gpd x 1.5 = -. BedroomsType t Thse 11 ' 111 2 300 B. SEPTIC TANK LIQUID VOLUMES ; 22„ ;;033 211w" 50 -10o c) gallons (see pages C-3 or C-5) 6 750 sn n VII.twaseie SOILS (refer to site evaluation) 7 s, ;a 1. Depth to restricting layer = a (o inches Sepik Tagil `ap r"`"`'p""" rah 2. Depth of percolation tests = 1 inches Number Mi i�awspa"+�'+ 3. Percolation rate mpi 2 ism ,a ;m 4. Land slope % �, ;;; 22.10 3t ear 9 D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x 0.83 = (c v gpd x 0.83 sq. ft./gpd = 1- sq. ft.4- o'>., 2. Select width of rock layer (10 feet or less) = I 0 ft. 3. Length of rock layer = Area+ Width = S4 7 sq. ft. + 1 o ft. = SS'"ft. Rock Bed �•r.r.r•r•r•r•r•r r•r•r•r.r.r•r .•.ti.4.ti.ti.b.ti•ti.ti..•.ti.S.ti.ti.ti•. r•rN•r•r•r•r•r r ctive•r•r ti•ti••.•ti.ti.ti.ti.;•,.••.•ti•ti•ti•ti�lNidth molt. •r•r.r•rM.rN•r 04 a E. ROCK VOLUME t;r_f r•r_rrr_r•.!.r.r•r.r•r_rrr I l-- Length 1. Multiply rock area by rock depth to get cubic feet of rock; t2 sq. ft. x 1. t. _ .6/7y cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; ,s-14 cu. ft. +27=, 2. cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; l cu. yd. x 1.4 ton/cu. yd. = a, tons. F. ADSORPTION WIDTH 4.1-J1-Le L_o a r.l 1. Percolation rate in top 12 inches of soil is 9.u mpi Absorption Width SIzInRlbbk paeolatian Rale Gallant Rub of 2. Select allowable soil loading rate from table on page E-; loin iti gpd Soil Moron pa day per Absorption width . 9 s' gpd/ft2 luny t�RWrth e► 3. Calculate adsorption width ratio by dividing rock layer Faster than 0.1• Coarse Sand 0.1 w 3 stud 1.20 1.00 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; (LI:L.. Fine Sand•• oho 2.00 6 to 13 Sandy Lamm 0.79 1.32 1.20 gpd/ft2+ .ti S 8Pd/f t2= . .[e? . 16'0:+0 Loam 0.60 2.00 31 to 43 Sit Loam 0.30 2.40 Check this value on page-16. 4„11 OrtlayLoan 00..2 22 o 4. Multiply adsorption width ratio by rock layer width to get S ;an par - -- required adsorption width; - .c�'1 /o ft = a c„. ft ' • G. ' DOWNSLOPE DIKE WIDTH 1. If landslope is 2.9 percent or less,basal width includes both the upslope and downslope dike widths, 2. Calculate minimum mound size based on geometery: _, a. Determine depth of clean sand fill at upslope edge of rock layer: Separation + I. 0 feet " b. Multiply rock layer width by landslope to determine drop 401 in elevation; Slope Difference .6...e..... JD x g2. %+ 100 = • feet F 11n18rr c. Add depth of clean sand depth of clean sand forillt w+•1• separation of upslope edge(2a) to depth of rock layer to-`- rock depth and the depth of cover to find the total mound -``" height at upslope edge of rock layer; --Am ...r..........6 1.0 ft + 1 ft + 1 ft = 3-0 feet . d. Enter table on page bottom with landslope and upslope dike ratio. Select dike multiplier of 3 .7 e. Multiply dike multiplier by upslope mound height -- to get upslope dike width: 3. 0 x,' .7 = 11 , feet f. Add the depth of slope difference(2b) to the upslope height to get the downslope height 3.D + • =_,3.2 feet g. Enter table on page E-18 with landslope and downslope dike ratio. Select dike multiplier of 4.3f h. Multiply dike multiplier by downslope mound F eight to get downslope dike width: q.3Sx 3. = i 4 feet i. Mininmum'mound width is the sum of upslope dike width plus rock layer width plus downslope dike width; :�•::V:•_:::;::::�•r�•:::� + I c.� U D►lt1 Widtl::. r t.. /1 ft /U ft + • ft= 3 S feet R« era wdi• �:.�h.''':: �� -�-•� : :•: j. Subtract the Minimum width G.i from the Absorption :•:::: • .•::.:.:t. width F.4 find . .V. to the Additional Downslope required for 4 r' Absorption :: ENO PERFORATION OF A PERFORATED LATERAL PRESSURE DISTRIBUTION SYSTEM • onia am • tA 1. Select number of perforated laterals 3 , 1I SSM c • I .- ' '• , 'M Pi ,,« «o «erf Se' • 2. Select perforation spacing = 3 feet rei ':nrcnrrrtn^�wa Mk. ��a�NrwMo::/ Gyp. ti. 4 LIeM (a°to IIN " 3. Since perforations should not be placed closer than 1 ft. to '-" . . ' , of the edge of the rock layer(see diagram),subtract 2 ft. from awl sold(Mr "I""1rfil the rock layer length. 5Sso > t«.heap,s«w Rock layer length- 2 ft. _ •S"." feet TABLE Or PERFORATION DISCHARCIIS IN CPM 4. Determine the number of spaces between perforations. Head Perforation diameter(Inch.,) Divide the length above by perforation spacing and round L down to nearest whole number. '/_ ti4 1.0a 0.56 0.74 Length perf. spacing = 53 ft. + -7 ft. = I9 spaces 1.5 0.69 o 0 °. (#3) (#2) 2.5 0.89 1.17 5. Number of perforations is equal to one plus thehumber of 34:00 0.9813 iA7 perforation spaces . 5.0 1.26 1.65 aUse 1.0 foot of head for residential systems. It) spaces + 1 = I ce perforations per lateral bUse 2.0 feet of head for other establishments 6. Multiply perforations per lateral by number of laterals to get total number of perforations. Table 2 x 1 = S y perforations MC%anUm allowable number of grater loch perforation per as laterals Peds/lateral- h lateral to guaranies<10%Discharge variation 'e t:rift 1.25 inch 1.5 inch 2.0 inch 7. Determine required flow rate by multiplying 2.5 14 18 28 number of perforations by flow per perforation 3.0 13 17 26 3.3 12 16 25 4.0 11 15 23 5.0 10 14 22 > s x pert= 8Pm• 8. If laterals are connected to header pipe as shown on upper .Le mem°`"' MOM"""""°'JAW* example,select minimum required lateral diameter from „r° table 2;enter table with perforation spacing and number --'' of perforations per lateral. Select minimum diameter for perforated lateral = inches .----- 1. 4, 9. If perforated lateral system is attached to manifold pipe near the center,as in lower example, perforated lateral length and "'"1"..X1.1=1.mss" . number of perforations per lateral will be approximately one cf"°'-"-"" half of that in #6. Using these values,select minimum A 1K=• `-••i°"'''° diameter for perforated lateral from table 2 %.- iL--- perforated lateral = 1 /It- inches • 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 �a,.ee c..., water use rate. .. " Ta..a 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. . ' Lawny send tap,, •�..inchmot ei tor'a'coni 'unwed test. . .len reset Neer • eilj Pele .le.lien aa1.1 Nerl..IsMp Pressure Distribution ► lir sswlnMeer r•N 3. a. Select number of perforated laterals ,,,1/4.pia b. Select perforation spacing= Z ft. �` dd • ,e1ew+«e .'•.,, of t+«LAWN c. Subtract 2 ft.from the rock layer length. p...send urn alr'e«Leme ttat �ee li-2 ft.sa _53 ft. • .P r`•► ` Corl.leel Sen ►nealp Se.riflN s.le.Piecing Send Leger d. Determine the number of spaces between perforations. Length perf.spacing= M ft.+ ft.ee 1 2 spaces TABLE OF PERPORATION DISCHARGES IN CPM c. t 7 spaces+ 1 =1 K perforations/lateral ' f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(inches) get total number of perforations. __ ...� x ,,,1L.= SY perforations.esi pip v. 1.Oa 0.56 0.74 13 0.69 0.90 g. �e x si:m7prilf= Li D gpm. 2.0b 0.80 1.04 23 0.89 1.17 SELECTED PUMP CAPACITY Li D 3.0 0.981.28 gpm 4.0 11.1133 1.47 5.0 1.26 1.65 B.Determine head requirements: sUse 1.0 foot of head for residential systems. 1. Elevation difference between pump and point of discharge. bUse 2.0 feet of head for other establishments I t) feet 2. If pumping to a pressure distribution system,add five feet for pressure • required at manifold �� feet 3. Friction lossPipe Length I i a. Enter friction loss table with gpm and pipe diameter. point of Discharge Read friction loss in feet per 100 feet from table. F.L.= 0.C.exi ft./100 ft of pipe Elevation Difference' b. Determine total pipe length from pump to discharge Pump &s- point. Add 25 percent to pipe length for fitting loss,or use a fitting loss chart. Equivalent pipe F-18b length-1.25 times pipe length= 1.5 inch 2.0 inch 3.0 inch /em x 1.25= .2 30 feet gpm Frieda'lass per 100ft of pipe c. Calculate total friction loss by multiplying 0.69 0.20 friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28 Total friction loss= -) x . ...y +100= (. feet 14 1.28 0.38 4. Total head required is the sum of elevation difference, 16 1.63 0.48 18 2.03 0.60 special head requirements,and total friction loss. 20 2.47 0.73 0.11 25 3.73 1.11 0.16 1 0 + s- .. +_4,2_ 30 5.23 1.55 0.23 (1) (2) :.43c) 35 7.90 2.06 0.30 40 11.07 2.64 0.39 45 14.73 3.28 0:48 TOTAL HEAD a 1 feet 50 3.99 0.58 55 4.76 0.70 60 5.60 0.82 Pump selection 1. A pump must be selected to deliver at least Li n gpm (Step A) with at least a) feet of total head (Step B). PERORATED . LATERALS SANDY LOAM SOIL •' = �.. ::,- :if.., LAYER F T . .' 0 STRAW OR - :� /. , ,, • -MARSH HAY COVERED I i • ,,,/ WITH RED - ROSIN PAPER •," r A :i...., r ' /7 ce,. / is r�/ 1. f OR 2" a,�.�,. i.• j ,./• PIPE FROM -_P �.• , jar �/, �.;- n. "•/ . ,•-•,;% 0.,F.P.::•7,.." .- -------,..1.: CLEAN FOLK .......1"..t•'. '� )//' ��/' ��,: �� , - DIVERSION FOR • t / NOTES= SURFACE WATER br` TOP SO I L •, _ =,»,> / �' I. SELECT AS LEVEL A SITE AS POSSIBLE FOR THE MOUND. / `'. •w' 2 REMOVE EXCESS VEGETATION.PLOW.DISK OR USING BACKHOE RAKER TEETH. - / -// ROUG1 CEN 111E SURFACE SOK. 6 INDIES DEEP. DO THIS ONLY F"HE MOISTURE / CONTENT IS LESS THAN THE PLASTIC UNIT(SOIL IS PLASTIC F KY CAN BE ROILED * ' /JTo AN INCH WIRE).DO NOT REMOVE ANY OF THE SURFACE SDNL, MOUND ,� PERfORMA ON .01'qSOIL DEPENDS ON 1 CARE TO P4cVQdTR4Ci10N !� �///4/ / ~ AND PUDDLING OF TF£CLAY DURING COhK R 19N.DO NOT L. HEAVY CONSTRUC- -,►` _ •� «'.- :� � �. / r I ION EQUIPMENT AND 00 NOT CONSTRUCT THE MOUND WHEN T CLAY SOIL IS �-•t _ ' , y / S ./,� W A PLASTIC CONDITION. ' `_ 44 y/ 3. USE ONLY TRACK-TYPE EQUIPMENT FOR CONSTRUCTING THE MAID SO AS NOT `- • „ ^9,1 / /' ^A ;�'' 10 COMPACT THE ORIGINAL SOIL. `` _-�` - �, 1, ` 'V'� I ' J": 4. RATENO AT LEAST SLOWER THAN 120 FEET M MINUTES NATURAL fir i ANBD FASTER WAVING THANTHs_ -�; _ _ • / MINUTES PER INCH.BEFORE PLACING THE LAYER OF CLEAN sec .-• °/p -�+. ^' ` ••__j ' �,` e / 5..THE 12 INCH LAYER OF CLEAN SMD IS PART OF THE MQUND o:ssmc ION.SAND SI 0 -�`. +E1 ••••:-.y.....";ti. :IS CONSIDERED C FAN F IT CAN PASS THCFRUIT;TAR TEST CONCRETE SANA CLE^ PE ` :,• • • A THE TOP OF TIE CLEAN SAND LAYER AND THE TOP OF TIE�( BED MUST BE SATND M ,..-.:,•-��-'- :�' `..-•.:61:4,-.1.,..f",: ODNSTRUCTED LEVEL - N '. 4- `'.. C�� 5,, I. DISTRIBUTION PIPES ARE 11h-INCH DIAMETER SPACED 40 INC-HES ON CENTER f ILL ��D v. -'s CONNECTED TOA MANIFOLD IN THE CENTER OF THE ROCt BED. PIPES WIVE (� 1. '' V-INCH PERFORATIONS DRILLED EVERY 36 INCHES AND POtN'IWG DOWNWARD. - OKI... Y `7 -''.Y,•,...",':•;..., \ .'.•:DI E INCHES OF ROCK ARE PL.ACED UNDER U5E A NEW DRILL BIT TO AVOID BURRS INSIDE PERFORATED .NERALS AND 2 'v 1 P- ,_ -..-j---___ INCHES ABOVE FORA TOTAL ROCK DEPTH OF 12 INCHES. OP 9. THE ROCK IS FIRST COVERED WITH A LAYER OF HAY OR SIRIAW WHICH IS TI•EN ''-'•s-.._ COVERED ti--INCHES ITH A LAYER OF RED ROSIN RAPER LAPPED 6 OC-IES AT THE SEAMS. $gRRAT��n iO.AT LEAST$INCHES OF LOAMY SAND SHOULD BE PLACED OVEN THE TOP OF THE ERF A •• ROCK BED. L^y� I I. A 6-INCH LAYER OF TOP SOIL SHOULD BE PLACED OVER THE 911T.1., RE MOUND SO �`1 ETHAT A GRASS COVER CAN BE ESTABUSHED. '112. CROWN THE SOIL COVER AT LEAST 6 INCHES IN THE CENTER DIF THE MOUND • ABOVE THE ROCK LAYER SO THAT HEAVY RAIN WILL RUN OFF 13. SIDE SLOPES OF THE DIKES SHOULD BE NO STEEPER THAN 4 1 ON CLAY SOILS AND 3.1 ON SANDY SOILS. . 14; .DEPENDS ON THEAMOUNT-OF.DAILY £). • 15. MAXIMUM EFFLUENT DOSE PER PUMP CYCLE SHOULD BE NC MORE THE TABLE VALUES. 16. MINIMUM PUMPING RATE IS SHOWN IN TABLE. PUMPING HEAD MUST BE ADEQUATE TO OVERCOME ELEVATION DIFFERENCE.FRICTION -"SS PLUS 5 FEET FOR PERFORATED LATERALS. . E-4 LAYER OF GEOTEXTILE LOAMY SAND CAP FABRIC PERFORATED LATERAL GRASS COVER 6 INCHES CLEAN SAND FILL ''a�� TOPSOIL MAXIMUM SLOPE- r441111111.03 3TOI - - � CLEAN ROCK 24" TOPSOIL PLOWED OR 3/4 TO 21/2 INCHES DISKED SURFACE _. '/. SLOPE SUBSOIL . CROSS SECTION A - A • PIPE FROM PUMPING .CHAMBER ' II • •PERFORATED • LATERALS • • • • • i III • BED AREA s w I • •z • I i 0 ' W ti) W . m .• O I Z `' I I Z _ 20 / A,X 20 INCHES I INCHES •�L _ _. _ 1_� 1 - DIKE -----�- -'0 FEET_D I KE •— MAX. • TOTAL WIDTH • I ir I PLAN VIEW • - -LAYOUT- OF- PERFORATED PIPE LATERALS FOR PRESSURE DISTRIBUTION IN MOUND • PERFORATED PLASTIC PIPE . c) ltJ6 S SPACED 30" OR 36" �I!Gr f $FSC PERFORATIONS �. . END ON CENTER. FER�FORATION / pEFFO • VIEi.'! ORE/MAY BE 3/16, 7/32, , - /6 MANIFOLD PIPE PERFORATIONS ON BOTTOM OF "° `.,. ELASTIC PIPE ' ' (ALTERNATE LOCATION OF PIPE• FROM PUMP) END CAP 40's • LAI -EP PE� `FcpAI FROM PUMP%4 PIPE NG CHAMBER r 14 LENGOF o END PERFORATION OF A PERFORATED LATERAL . Grass Cover �� Topsoil �� • ~ . Layer of Geotextile Fabric (or layer . . Loamy Sand Layer Y Y - of hay or straw covered with red - _ - .. rosin aper) v u `��4 rC• : �. C Perfor• ted La eral II : Perforation Drilled Horizontally ist-- c-i-yp.i; :c. ' 4; •. '.G. LC LC•. C.�G ` (*CS�`< <. _ E....6.J into Cap Near Top c c• �' c• c Goc cc.3/4" Plus " X—At Least 12" to Edge g fre!•Drain Field RockttG • . c.. c.i of Rock • Layer Perforations Located at . • . - Clean Sand Layer Bottom of Lateral • Y m Original Soil Properly Scarified r Before Placing Sand Layer . . ( ( w L , 4 --- REDWOOD, CEDAR' OR - WATER'TIGHT a LOCKABLE ELECTRIC BOX TREATED POST 4 x 4 min) PLUGS OR ELECTRIC CONNECTIONS j_ ;/-NS1DE BOX IC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 MANHOLE COVER CHAINED & LOCKED 6"SPACE LSETTLEMENTOP OF POWER CORD FOR SEALED MANHOLE RINGS FINAL GRADE - - . - - - - . . - _ . - __._ . dr ,��. , '� ,� AT LEAST 12" ''' i. UNION - BELOW GRADE - _,� .. ---e. ._ WIRE FROM POWER SUPPLY PIPE IS LAID ON A UNIFORM SLOPE FROM PUMP STATION UP TO SOIL TREATMENT AREA = Vit_ FOR PROPER DRAINBACK SEALED TANK COVER : t-IF PIPE AT TANK MUST BE LOWER THAN UNION TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A I/4 INCH WEEP HOLE MUST BE USED WITH ANCHOR WEEP HOLE ALARM FLOAT ON SEPARATE - ELECTRICAL CIRCUIT • NOTES: ELECTRICAL WIRE FROM POWER SUPPLY START LEVEL p MUST NOT RUN OVER ANY TANKS BUT 3 �' . NII - _ -- MUST BE LAID BESIDE. OTHER TANKS "� ' AND MUST BE .PLACED IN CONDUIT ALONG POST SHUT-OFF LEVEL 41. —. ELECTRICAL CORDS FROM PUMP AND • FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT — CONTACT 1:00.4 1 v f iq ii PENCIL - '▪ • MARKS • • - - -..03/signall I I ': • �. tiz • . - 20" ' ;: it '= `z;. �y/ MANHOLE r' t • .......v. ..;. ''' •.:•:ifs:.. +11 .:; . — ' - -- .:„. . ... ii , 4. - - ...„ I , „ _ ..• A INLET b- k ,... < <--4 �✓ • 1. - - ,. SCUM.... .... _...,.. •2-. • -_. •. .. ii d OUTLET r�'OUTLET LEVEL.. * i�,- 4 � . :„; - ._- SCUM CLEAR SPACE_ - ! - CLEAN OUT TANK WHEN: -- II • r-- AIS 3 OR LESS OR - "- _ __ -- - i' g "8" IS 12" OR LESS _ -- _ _ air: _ - - - _ - _ - _i • ., • • .. • • . : , . . - . • • .- •.. -:! .::.. :i BLACK COLOR • �� j=' �' SLUDGE • •�•0 DISTINGUISHES SLUDGE ; t ' '.- ` :'' LAYER FROM LIQUID ••. SYe- ' --A oy..•ivii k.:,Y,K. ti.• .y"...+ti•' ••5 • ..41i, '�T� • ..,-,.x .,- ••y...r7,*:: ~' ,4I w • • MEASURE SCUM AND SLUDGE ACCUMULATIONS • • IN THE SEPTIC TANK DD.�A�TTEqq�� TIME CITY OF ORONO CALLED IN 6z— /2:0O INSPECTION NOTI E SCHEDULED 3138 PERMIT NO. o PL ED D1�/ ADDRESS y. J OWNER � ✓� CONTR. I_/_n TELEPHONE NO. DESCRIPTION "'V I Op • 01 FOOTING 11 M CHANICAL RI 16 WELL TEST PUMP • 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS • 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION H 07 0E140—SITE 14 SEWER HOOK-UP 06 PROGRESS *4 07 DEMO—FINAL27 v2 COMPLAINT 1.4 09 PLUMBING RI 22 FOLLOW-UP 10 PLUMBING FINAL 23 SEPT) 'FINAL Q OWNER/CONTRACTOR TO MEET YOU: V YES_NO Cl/ COMMENTS: R0/61\ 004 s2,107 4. cc 0 czni cc0 CCW W CC WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC D CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor ite: Inspector. White Copy/Inspector's File Canary Copy/Site Notice / DAT TIME CITY OF ORONO CALLED IN /2102 INSPECTION NOT CE SCHEDULED - /Z a PERMIT NO. n / /�COMPLET r ADDRESS 40 OfChq T 41 A OWNER _it 44PN CONTR. zI§ TELEPHONE NO. -� DESCRIPTION 7417 k.5- LU 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 LAKESHOREIWETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION Z 07 DEMO–SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO–FINAL 27 SEPTIC ' T. 21 COMPLAINT Q 09 PLUMBING RI 4 „ 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTIC FINAL Z OWNER/CONTRACTOR TO MEET YOU: S—NO c COMMENTS: -1003/-1-)C0 L 1 "'/a a `��, f® sf 7l/� CC a 1D lei , r mor 5. - 44152 '71--i p - k A. 4. Q '.- Zigi/k ,7c-weyes i✓Ae h✓ z W z W cc /WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 : tt - White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION N,9T/ICE SCHEDULED Z(—?•:C A' PERMIT NO. 474 440•2. l COMPLETED� r i' ADDRESS at O�?�t,,11 Ark f�C�t OWNER of erg CONTR. Vdi-i°v7/11— TELEPHONE NO. fJ DESCRIPTION /� LJ W 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP W 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS • 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 SEPTIC• 21 COMPLAINT IL 09 PLUMBING RI 1 P L. 22 FOLLOW-UP 10 PLUMBING FINAL 23 SEPTI„.—FINAL Z OWNER/CONTRACTOR TO MEET YO YES NO COMMENTS: Ii — /1yr55S— me7, 7441) W d /q%VORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contract. o sit Inspector. j;,A. �_) 74, White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIF E SCHEDULED 6-27 %Sae PERMIT NO. COMPLETED ADDRESS 5 (4',d �• /// OWNER IPr` CONTR. /_A'_/la TELEPHONE NO. 37. DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP • 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 Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION isZ 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT IQ 09 PLUMBING RI 15 SEP JC4P1 LL. 22 FOLLOW-UP • 10 PLUMBING FINAL EPTIC FIN OWNER/CONTRACTOR TO MEET S_NO C) COMMENTS: c tie—Oila,.' cc 421sre,-A(17-% CT, tfittlie CC W cc Q W W cc W ❑WORK SATISFACTORY:PROCEED 'PROJECT COMPLETE QC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY O BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contract • e: Inspector. _4177, ,- White Copy/Inspector's File Canary Copy/Site Notice