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HomeMy WebLinkAbout2016-01419 - septic 1 CITY OF ORONO a ti * 20 1 6 - 0 1 4 1 9 * 2750 KELLEY PARKWAY DATE ISSUED: 02/01/2017 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 585 ORCHARD PARK RD PIN : 31-118-23-14-0001 LEGAL DESC : UNPLATTED 31 118 23 : LOT 000 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(MOUND) NOTE: MOUND SYSTEM PRECAST CONCRETE 4 TANKS 3-1000 AND 1-1500 LIFT APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 TRT EXCAVATING&SEPTICS TOTAL 400.00 Payment(s)3456 228TH AVE NW CREDIT CARD 0685 400.00 SAINT FRANCIS,MN 55070- (612)356-7900 OWNER MALLAK,MICHAEL&SARAH 585 ORCHARD PARK RD LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. , /7 Ap licant Permitee Signature Date Issued :y ,ture Date , City of OFOR CITY USE ONLY !:03ko PP.O.Box66rono 2750 Kelley Parkway Date Received: f7 A . x Crystal Bay,MN 55323 Pemirt# ,A/ fr-ti n j g �� r , Phone:(952)249-4600 '/ 7 f.HORt Fax: (952)249-4616 ''Appmveii By: Amount$: I CITY OF ORONO-SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Site Address: 5 's- ©e e His e v J,q,e,i & Owner: 3 !3 Home- S Mailing Address: City: Zip: Home Phone: Alternate Phone: Contractor/App: /2/ �U'r''9T'0 S�P� �S l S h ES o-./ Contact Person: Address: 02 -Y / E 5" ww State License#: ..36S`?) City: Fe1"1'Vc-1 S Zip: S-7-0-1 d Expiration Date: /°- -5--/7 Phone: b 1 Z"35—(P — ? 2c O Alternate Phone: [Residential ❑ Commercial ❑ Other Tanks: 4 Precast Concrete ❑ /Fiberglass E1 Plastic Ci Other: Number of Tanks: C./ Size of Tanks: 3"10p6 I- /S00 /4-C+ Type of Activity: El Trenches [}.Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks ❑ Pre-Treatment ❑ Other NOTE: Provide an As-Built of the system before the final inspection. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. Page 1 . . . . ..,... L1199New or Replacement System $400.00 Repair Existing System 100.00 (Tanks or Drainfield) O,b © Total $ The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true and corre . Signature of Applicant /5 / Date: MPCA License No.: Staff Review: ptAenied Reviewer: � �il Date: /7 Reason for Denial: Comments (to be printed on inspection card): 1. Applications for septic system permits may be mailed or submitted in person at the City offices; however, permits will not be mailed out. The permit must be picked up in person at the City offices and work must not begin unless the permit card is on the job site. *** DO NOT MAIL PAYMENT WITH THIS APPLICATION *** 2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency (MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. 4. The following inspections will be required for all septic systems: A. Tank installation prior to covering. B. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up, but prior to sand placement (sand must be jar tested for silt content) and again during pressure distribution piping installation in the rock bed. C. Final inspection to verify final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present during all inspections. Page 2 City of OrFOR CITY USE ONLY .`ANO PP.O.Box6r ono 2750 Kelley Parkway Date Received: �1/Z- C tal Ba MN 55323 `4f` 1 ~ Ph ne:(952)249-4600 Permit# 00SM00. Fax: (952)249-4616 Approved By. c t;� Amount$: W CITY OF ORONO-SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) ,r j Job Site /Owner Information: i tftti°t Site Address: 59' DC \CA C\ �Ck*ThOCJ.- Owner: Mailing Address: -;OM City: Zip: Home Phone: Alternate Phone: Contractor/App: PO. ( JL Acy,r/ _icr_c :), Contact Person: Uiar,rtcx_. Address: 1SS t - 1(0.-l' IattA2.-, Il.?&. State License#: L aa--1 City: h`r1, _ Zip: fS5 y Expiration Date: S 131 1 Phone: -) (o-J 3'(- 02(-{ o� 1 Alternate Phone: CCUPA Residential ❑ Commercial ❑ Other " ATTENTION APP FiII in all appropriate blanks and check all appropriate boxes. Tanks: X Precast Concrete ❑ Fiberglass I I Plastic ❑ Other: Number of Tanks: a - 2) Size of Tanks: 1(2 )C < CL:) l C-C Type of Activity: ❑ Trenches 1:S1 Mound E Pressure Bed ❑ Chambers ❑ Holding Tanks ❑ Pre-Treatment ❑ Other NOTE: Provide an As-Built of the system before the final inspection. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. Lei(lei. CC )1ra ce v '/�' '//b /e):00.01Pap!1 yp lu-a.Ltct -Llc4, KPe.1 \-5,0 e ,0ry ,t44,K , vs s New or Replacement System $400.00 Lib(, Repair Existing System 100.00 (Tanks or Drainfield) Total $ `-1(,,b. °- The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true and c ect. Signature of Applicant + Date: /1- `f MPCA License No.: L I Staff Review: 45-cept D nied Reviewer: Date: ///c?// ' Reason for Denial: Comments (to be printed on inspection card): 1. Applications for septic system permits may be mailed or submitted in person at the City offices; however, permits will not be mailed out. The permit must be picked up in person at the City offices and work must not begin unless the permit card is on the job site. *** DO NOT MAIL PAYMENT WITH THIS APPLICATION *** 2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency (MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. 4. The following inspections will be required for all septic systems: A. Tank installation prior to covering. B. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up, but prior to sand placement (sand must be jar tested for silt content) and again during pressure distribution piping installation in the rock bed. C. Final inspection to verify final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present during all inspections. Page 2 1ViC Z5 "took- lis? ORO--fR9QS o erica' r COPY 1 (so Pump TRADEWELL SOIL TESTING 18330 Dahlia Street NW CITY OF ORONO O r Cedar, MN 55011 SEPTIC PE IT PLA VIEW /-� (763) 753-6222 INSPECTOR •ATE _f ERMIT NO..,,-„2.- Contractor/Owner: TJB Homes,Inc. '�` A PROVED AS SUBMITTED _In APPROVED WITH CORRECTIONS AS NOTED RESUBMIT Address/Lot/Block: 585 Orchard Road The comments APPROVED-CORRECT re for your.information. Alll work shall be dons In full compliance with all applicable septic and zoning code. In Requirements including items not specifically noted in this review. Ctty: Orono County: Henne p KEEP THIS PLAN SET ON SITE AT ALL TIMES This On-Site Sewage Treatment System is designed for a Type 1, 6 bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinance. A seasonally high water table or saturated soil layer was located at 24"to 36"(mottled soil). Due to the seasonally high water table or saturated soil and tighter sub-soils 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 or saturated soil. The soils at a depth of 12"have a percolation rate averaging 6- 15 MPI. 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 1 their ends capped. Be sure the rock and sand fill materials 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. All neighboring wells are located greater than 50'away from the proposed treatment area. • 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 and 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 and toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Smaller amounts of laundry soaps,dish soaps,cleaning agents, etc.are better for the system. Antibacterial soaps and chlorine agents may kill the bacteria needed to treat septic effluent properly. Additives are not recommended,they may cause harmful damage to your system. Recommend to pump and clean your tanks by a certified pumper every other year if you have I tank and every 2-3 years if you have a 2-tank system to insure proper maintenance. , ,,, // `—'47t443`f 37 'Zerf 4 Mark Tradewell Date MPGA#307 ULJ11U Copy Q'-6sej 52ff,a7te4 neec/.ed - ? a THIS S W �` te1C(s �I h� Au cA5-e • SYSTEM pROOMS. CDESIGNED FOR ASE fel NUMBER SMS INVALIDATES THIS DESIGN. • • • Tradewell Soil Testing v. - 1S330 Dahlia Street NW , Cedar, MN 55011 Date: August 31st, 2016 ni Name: TJB Homes,Inc. Address: 585 Orchard Road, Orono,MN SOIL BORING TEST REPORT Boring#1 Boring#2 Boring#3 Boring#4 ; 0"-27"Topsoil 0"-25"Topsoil 0"- 16"Topsoil 0"- 12"Topsoil Loam Loam Loam Loam 10YR 2/1 10YR 2/1 10YR 3/2 3/3 10YR 3/2 3/3 27"-42" 25"- 32" 16"- 36" 12"-24" Sandy Clay Sandy Clay Loam/Silty Loam Loam/ Silty Loam 10YR 2/2 3/1 10YR 2/2 3/1 2.5Y 4/4 5/4 2.5Y 4/4 32"-38" 36"-44" 24"-34" Clay Loam Silt Silt 10YR3/23/3 2.5Y5/4 2.5Y4/45/45/3 Mottles @ 27" Mottles @ 25" Mottles @ 36" Mottles @ 24" Dry Hole Dry Hole Dry Hole Dry Hole 6-Bedroom,Type 1 Home, 900 GPD Flow) Perc Rate=6- 15 MPI .78 Soil Loading Rate Reuse 2 existing septic tanks (1000 gallons each) Add 1-new 1000 gallon septic tank in series with existing tanks 1-new 1500 gallon pump tank 750 square feet of drainfield with 6"of rock below the pipe 24 cubic yards or 34 ton of clean rock • Mark Tradewell MPCA#307 • PM TIMM rim 2 1 SSliV1.91►6r i kinii irk` Tradewell Soil Testing • 18330 Dahlia Street NW Cedar, MN 55011 . Date: August 31st, 2016 Name: TJB Homes,Inc. Address: 585 Orchard Road,Orono,MN -- ---SOIL BORING TEST REPORT Boring#5(Front) Boring#6(Front) 0"- 13"Topsoil 0"- 12"Topsoil .....__.. Loam Loam • • l OYR 2/1 10YR 2/2 13"-20" 12"- 18" Silt Loam Silt Loam 2.5Y 4/1 2.5Y 4/1 20"-26" 18"-24" Clay Loam Clay Loam 2.5Y4/3 2.5Y4/44/3 • Mottles @ 13" Mottles @ 16" Dry Hole Dry Hole • Mark Tradewell MPCA#307 PERK TEST DATA . , „ • • PERK 0 / • Test hole premed on all,f/t4. • Test hole depth is ". • Test hole diameter is e ". • • Scratch sidewalls of hole with 8D nails on scratching dick • Pea-sized gravel used at bottom o f hole at a depth of Z ". • Water depth is f "starting at /Pk PM/AM on 81371/42. and maintained lbr a minimum of 4 hours and left to swell overnight. • Started perk at 7.:45PM/Atvf on 13140//(46 • *See attached perk log for perk rate. . • SOIL DATA: / 1-crPsott..- • . . • 1 if "efr • . _ PERK TESTDATtiti XIWC "2" . ..• • • 4„ • Test hole prepared on ef ,ft • . . . Test hole depth is IL " . --.• • • . * Tea hole diameter ia V "- • Scratch sidewalls of hole with 81)nails on seratchin8 sib*. • Pea-sized gravel used at bottom of hole at a depth of 2- ". • Water depth is / "starting at itt 43 PM/AM on SiS I/f. and maintained for a_____ -• of 4 hours and left to swell overnight. • Started perk at7:4 iPivf/AM on 9 Ar 1/te• . *See attached perk log for perk rate. • SOIL DATA: • ° it'it '1, . o-.c_- PERC TEST SHEET # / • START Is . r/4-,M 3/s-N F 3d / z s am 8. C A TIME DROP PERC. irl:ter %q...n! ,' 't' v ','� ..1';'; �� ._1• REFILL 777' 't0 4 3 4-4 3 free' 3o ./ S.143- 9.6 B _ TIME DROP PERC REFILL 7 � ff: 1 4140. 1 , 3 SD / 3 .d= tP.o C TIME DROP PERC i:_., : ,: �W. � xigki • / = REFILL �' �� 3a 43e . - .... . o... .a; <g � pgy TIME DROP PERCWiet YF REFILL / as E TIME 'AI::.. a x�_I B�a�' :� :> �bx �Ra :WI. . DROP • ERC }„ _ REFILL • / a F TI, ;„ �M•E DROP PERC REFILL / __ � G TIME PERC REFILL / = H TIME DROP PERC TEN PERCENT CALCULATION :er '. 9 "0F1 A,B,C B,C,D /Oa a_c = 1.4- /a-a - 9_ a = . s Largest#of ABC Smallest#of ABC Largest#of BCD Smallest#of BCD v.4 X0.10 = • y ,c X0.10 = /. Smallest#of ABC Smallest#of BCD • 11th.opnumbIsI.r than lb.boltom number then bk.another re.dIn& 11th.top number b1arthan the bottom number than take another radhg. Ugh*topnumbrb equal or smaller than bottom number garage,the three IL We topeumbr is equal or smaller than bottom number avera6e,the three numbers for In worth* numbers dor thenraate. C,D,E D,E,F Largest#of CDE Smallest#of CDE Largest#of DEF Smallest#of DEF X0.10= X0.10 = • Smallest#of CDE Smallest#of DEF nth.top number b law than the bottom number then take another reeding Mb'lapanmbr b Irgr than the bottom number then take another reeding 11th.topaumlier h.qual or inaller bottom nulnbera%.rap lb.dir.. Utile top number isequal are alerOarsbottomnumberavraggbethan numbers for the nodal.. numbers for the trronte. E,F,G F,G,E Largest#of EFG Smallest#of EFG Largest#of FGH Smallest#of FGH X0.10 = X0.10 = Smallest#of EFG Smallest#of FGH Mb*topattmbr is/erre than the bottom number than take another reading. nth.top numberb larger than**bottom number then take another reading 11th.topnumber Is equal osnieller than bottoni number.v.r.g.lb.three Uthelop number bequal r®Warthan bottom number swage,the three numbs br S.prealt. numbers for the pea rig . • PERC TEST SHEET # Z . . ,:. .. y� err..d,t�...�,...,.�.`�r `'gyp-w�-.-��_�. ....., ,..,,y �.�.5 _ G�_ �y ,`� `.40V0.M.',:,: .,#• A3:�d.i.'�S �tficiglI� .: �A iliiiiry)�. ;A;":�tihY#io 44',V. _ . -„!,.`.';'',Y:,',.,:::.---.:2- '7 START _.. ._....__ _ __9-: f7 .• 30 l'3/4.'` 3d / CMS= 8- . A <� TIME DROP PERC yY -..s.",i--`•4' '-A e.: . �j` k. ''''"-,;10.111:11" oxo ata`�' k "*,' $ _'a'F` �t4hfr t/.,>- •' r .-g-c,y a•- - �_� :{•. v�}','bY : .•�•�t���io 6•A F::b`?Gx'� r�?i • ..`�d t'• fli{'... ?r'F} REFILL • L e _�= 1,e7f '_ Pe 3 3rg a Sc" /3. 2 9-9 B IN 1 SER , y TIME DROP PERC 1� > at f 1Y1ri rIT- A'itli.^I5 v r' 0 C{ '„{ y� 40 , { { .,:�' n"�."'•.0.'4..�i`'.kk•`�• C 0�' ���,�`:.F+��'"� de:.t�'>5 }{nay. _41___:_42_ REFILL 7; 4.1. - -1--:--1-1- Sb 4-- L•• = 14-•" 70 /;-LS. 9,z c TIME DROP PERC 44:;, b 6 t!r JF<r -0.2 ..� 4 .. i1,...'''..Pz„ BB �iaA'�CX." kd 4.a i$ �1.� y c.. S4 q�{ i ?:f• 9 _2_.. 'El REFILL :. . -.�:_ ; 30 zU "g CAP-6 - TCP ./.;.ZS_ 9. -r D ��Q�; TIME PERC ' REFILL / = E .'•.• \ .. . E DROP PERC 'j- SB E ,'trY.P V� {: ,7� .. ':� �. R ' R '*' g }.. wY+ z) .w�. .:)VY'•.E -:.,` .{tik .• V. REFILL / = F TIME DROP PERC • f.,.. ka < a ,i s `' ,:'Vi4 z4. `ser M .a ,,t'3� .i,' ' �l ` �� REFILL / = G . TIME DROP PERC ern":± '$K ��.,.+•.h ,.i, &,''''if,--r" "¢ -,.7 'i .. �4p ,,c.,',,,.-,. {k"^%� \'1( n-gyp }�.{F Yrocy �:- su ?: y r ',d9� fs;�.d� .te`}`a>: . �'� 'Y''+� .0 ?�'�.fi?'�G,Plk�x,�# # a .kii �3s�. :��YH ',?vr.So-,is�„ • REFILL / = H TIME DROP PBRC TEN PERCENT CALCULATION $:)010%-e• Ts 9. / 0.47.° A,B,C B#C,D 9. z — 8.0 = I.—z... 9.s f._9 >_ . r Largest#of ABC Smallest#of ABCLargest#of BCD Smallest#of BCD ' 8.0x°.10 = • 8 8-9 x0.10 = • 9 Smallest#of ABC Smallest#of BCD Ink.topanmber'target than**bottom number then take soother reading, If dm topnumber la larger than**bottom number than take anomer readbg Ugh.top number ie equal or smaller than bottom number avenge,the three If the top number banal or mnabr than bottom number mora`%the three mtmbentor the o rerele. numbers for thermals. C,D,E D,E,F ' Largest#of CDE Smallest#of CDE Largest#of DEF Smallest#of DEF = X0.10 = X0.10= Smallest#of CDE Smallest#of DEF Mho top number blame than the bottom°umber then tate another reading Mb**Faunae bbrgr dun the bottom number then lake another reeding Mlle top aumber it equal or smeller than bottom number avenge,the three lithe top number Is equal or smaller than bottom number avenge,th•three numbers for the n rorq(th numbers for the aroma E,F,G F,G,H Largest#of EFG Smallest#of EFG Largest#of FGH Smallest#of FGH X0.10 = X0.10 = Smallest#of EFG Smallest#of FGH Uthe topnumber blares than the bottom number then take another reading If the top number Warp.thanthebotomnumberthentakeanotherreading Tithe Sop number Local or smaller than bottom number average,the three II the top number b equator smaller than bottom number average,the three ti soothers fr that% MOUND SPECII.ICATIONS • Rock to be 3/4"-2 1/2"(clean). • A minimum of 12 inches of clean washed ,and fill for separation needed. • Rock bed size 75'X 10'. • • 34 tons or 24 cubic yards of rock needed. • 30'of downslope dike width at a 4:1 :dope. • 8'of upslope dike width at a 4:1 slope. • Mound over-all size at basil(grade) is 97'long X 48'wide. • Total mound height at downslope side of rock bed is 4.5'. • 12"of loamy cover plus 6"of topsoil over 12"of rock- 18"total cover over top of rock bed. • 255 yards of clean washed sand for fill soil under rock bed. • Seed or sod mound immediately to prevent erosion. Small shrubs or flowers are also acceptable around perimeter or base of mound. PRESSURE DISTRIBUTION SYSTEM • 3 laterals with 25-7/32"perforations per lateral at 3'on center. • Total of 75-7/32" perforations • Use 2"pipe for laterals. • Use 2"pipe for manifold. PUMP SYSTEM • 4 doses per day at 233 gallons per dose(including drainback). • Pump must be selected to deliver at least 42 GPM with at least 20 feet of total head. • Minimum of 1/2 horse pump recommended. • Reuse 2- 1000 gallon septic tanks. **(add 1-new 1000 gallon septic tank) • 1500 gallon pumping tank. . . . • 13-24 • SECTION 13: Forms and Reference , ( OSTP Mound Design Worksheet ON IN psiTY 10Nnnesota Pollution >1% Slope OF MINNESOTA --"'',,,,-• , Control Agency 1. SYSTEM SIZING: PI oject ID: v TO.10 A.Design Flow(Flow&Soil- 1.A): 900 iGPD . . . N.::::.. ..Z:.,..4..,TAINrE:-Pcti.iUrkg.,..10.4iii:i._'.{1,!:1; ...,,, , ,:h.,. PK, !,:. ''RR,e'y ( "..*Me:.,:' ,,Ini, 1/.. B.Soil Loading Rate(Flow&Soil-3.C): . 78 GPD/ft2 14!,rt49114TEg rgg D7l4IPfli4G.119TRIA, • ',.,: ''. • -:- ANP Afg.$90fTl911 ti9BPARIG RPIK00014 •A, C.Depth to Limiting Condition: 7-. 0 ft !,..slt.liailieitIti.i!S:n ,1:: 1.,::,...-!-:..:.i.;:...::::,:',.. .,.:,,.9:ir.f,-;.1:1•:,w, ,1;:*.,7,.,,o14R :'...;.,,,i7.NI:......_ _ D.Percent Land Slope: OZ % .!tvgilffi:=, !4:ii-, r. '-'-''.,_____:. . .4,7:.7...‘':::', , ...,., ..:,,:,,— • ..:-.:.,:.i.:..117.);•;,,r,!.;; ifiT,Oil :1::., rrwr:, . 4,...‘LV; r:-. '',i',:.'& E Design Media Loading Rate: I.Z.47 GPD/ft2 ::::';:,-: :.' f''ii:i:.;1:!***P:''':.fr1377.7::: 'IA .L:.1':ttp...,,.••sg. ._ ii!,...7-3*:•4.--,:•::•mr....•-,i,..xi,' :,.. .I. : c-74,1,-,•4 F.Mound Absorption Ratio(Table IXa): p . .1 G.Design Contour Loading Rate: I 2 GPD/ft 0.1 to 5 1.2 1 1.1 1ni 10 6 mr*nand - 0,4 2 1 14 ".1.6..•'.,',,'" 1'.' .•'.,!•'', . Ta1:404,:"s."'":".1`i:7. . :'.:' and lady tRa sand 410000 CONTOUR PAPS 0010.5;L.',..-::- 6 to 15 0.70 14 1 . li _....-- 161330 0,0 1 030 hck Ig0 OR iiiffRfr#149iilfg4t. 1' 114 31to 46 46 to a0 0.40 21 04 2.1 S 60akpl 1.0.1.3.2.0,2.4,2.6 -. s12 61 to 120 • 6 OA 54 61-120 rnol OR 5.0 -- a12 viN • - - -- — a 120 inpr 4.0' , IR' *Systems with these values are not Type I systems. Contour Loading Rate . • si• (linear loading rate)is a recommended value. ,...., Altt; ni.•• • Z. DISPERSAL MEDIA SIZING 44: Pk: A. Calculate Required Dispersal Bed Area:Design Flow (1.A)+Design Media Loading Rate (1.E)..ft2 ?goo ft o If a larger dispersal media area GPD+ /. tGPD/ft2 - is desired,enter size: 1FS-Ci fe B. Calculate Dispersal Bed Width:Contour Loading Rate (1.G)e Design Media Loading Rate (1.E)...Bed Width /IG ft + I. tit) gixint2' ' -7:: ft2 . C. Calculate Dispersal Bed Length: Dispersal Bed Area (2.A)+Bed Width (Z.B)-Bed Length 750 ft2 * i a ft = "7'S- ft .. D.Select Dispersal Media: ire0cm... , - E. If using a registered product,enter the Component Length: in* 12 = ft F. If using a registered product,enter the Component Width: in* 12 = ft • G.Number of Components per Row=Bed Length (2.C)divided by Component Length (4.J)(Round up) , . ft * ft- components/row H.Number of Rows =Bed Width (2.8)divided by Component Width (4.K)(Round up) Note:CLR of 10.3 gal/ft results in 9 foot Adjust Contour Loading Rate on Design Summary page until this number is a whole number wide bed. ft+ ft= rows I. Total Number of Components =Number of Components per Row X Number of Rows (.._I X = components . • 09/11 • SECTION 13. Forms and References m. 3. ABSORPTION AREA SIZING Note:Mound setbacks are measured from the Absorption Area. A. Calculate Absorption Width:Bed Width (2.B)X Mound Absorption Ratio (1.F)=Absorption Width /0 ft X I ,.,S I .. ,_s ft B. For slopes>1%,the Absorption Width is measured downhill from the upslope edge of the Bed. • Calculate Downslope Absorption Width:Absorption Width (3.A)-Bed Width (2.6)=ft • /_„S' ft - I O ft - S ft 4. MOUND SIZING .............. .. A. Calculate Clean Sand Lift: 3 feet minus Depth to Limiting Condition (1.C)=Clean Sand Lift (1 ft minimum) 3.0 ft - Z.;p ft - /. d ft Design Sand Lift(optional): I .I B. Calculate Upslope Height:Clean Sand Lift (4.A)+media depth (1 ft.)+cover (1 ft.)=Upslope Height /. 19 ft + .83 ft + /. 0 ft= Z.g? ft . 434:Slope Mukipler Table . , 141451901% 0 1 2 3. `4 5'. I -0 1 IS 1I IL'II: .. 1":71InftliKcir ItratAr :,-,.,. Up510(3e l:l 1.00 2.91 2.13 2.75 2.68 261 2.54 2.41 2.62 2.36 2.31 2.26 L21 217 2.p 2.09 3.06 2.01 2.00 1.17 1.95 193 1.91 1.11 1.11 I, Dean Kalb 41 42> /.70 a.ta 212 m Ai 1.00 tn } 1 1i ;;: %. a, i 1"..4 '3 Y i" I to ll 11'1; 'ti . rliNrat Ur fi..1111, ` Ffi f. Downslope 3:1 1.05 3.09 3,19 3.30 141 3.53 3.66 3.113.91 4.11 4.29 4.41 4.69 4.95 5.24 5.55 5.11 6.24 6.63 7.04 7.47 7.93 1.42 1.93 9.4 10.11 Bene Ralb 44 go 4 l7 4.l Of 4.0 101 14i ill(10 CV 7,14 t4f 1 "it t ,,1 l i . , 4- 1 r•t P.;. ! • • C Select Upslope Berm Multiplier 11 • (based on land slope): I 7.70 (figure D-34) D. Calculate Upslope Berm Width:Multiplier (4.C)X Upslope Mound Height (4.B)}=Upslope Berm Width 2.1'0 ft X 2.43 3 ft •• $ ft ,. . .:... E. Calculate Drop in Elevation Under Bed:Bed Width (2.8) X Land Slope (1.D)+100.Drop (ft) . 10 ft X i Z. % + 100= I • .:_ F. Calculate Downslope Mound Height Upslope Height (4.6)+Drop in Elevation (4.E)=Downslope Height 29J ft * /.X. ft ' 4•. 0. ft G.Select Downslope Berm Multiplier (based on land slope): 7.L9 (figure D-34) H.Calculate Downslope Berm Width:Multiplier (4.G)X Downslope Height (4.F)=Downslope Berm Width 7.Gt x 4.o ft • 3C9 ft L Calculate Minimum Berm to Cover Absorption Area:Downslope Absorption Width (3.B or 3.C)+4 ft.=ft ft * 4- ft ■ ' ft J. Design Downslope Berm =greater of 4H and 41: 346a ft K. Select Endslope Berm Multiplier: 7.712 (usually 3.0 or 4.0) L. Calculate Endslope Berm (4.K)X Downslope Mound Height (4.F)=Endslope Berm Width I Z.'7e Ift X * ft = // ft M.Calculate Mound Width:Upslope Berm Width(4.D)+Bed Width (2.B)+Downslope'Berm Width (4.J)=ft ,a. 8 ft + iO ft + 3O ft - I 48 • Ift N.Calculate Mound Length:Endslope Berm Width (4.1)+Bed Length (2.C)+Endslope Berm Width (4.L)=ft I/ ft + 7s ft + j f ft = I 97 Ift Comments: I l. • • nor _ . . . 13-26 a SECTION 13:Forms and Reference ..._ ,• S. MOUND DIMENSIONS ( .. , \ \ -...,, . (-- ,„_ 03 , Upslope (4.D) 8' J 1 \ , — . ........,.. 1 I Dispersal Bed: (2.B x 2.C) ' Endslope (4.LL • _13 . ____72_Ensloper(4.1. ___________ _ 1 i / t 1 7.Sf x 1 fat I t . ,t i u .., ,, • , Downslope (4.J) SO.P 1 i, ,,..-.___ ... ............. . . - .., — -..._ • . ..,..,.'-:., ' • / Total Mound Length (4.N) . 971 -.. . . • . *V.r's r -4"inspection pipe 1 18"cover on top ' 11; .. ....A.-.?:(.• ,i,- , ./Upslope berm (4.D) •foritnait4Pkbert1444 - )- , ,.•••• i'. •---- 'r . :.''''t" r- 8) .... ....,.:,..„,,...).„.„.,,,,iiriortottatv, (6*tomtit) • 11:31Clean sand lift(4.A} (ft . , , -';,1/4,:,,i•zkiari,t,...-: -iif.:,--.'„'S, -:""... iti.o$ Depth to Limiting (LC) - • --Limiting Condinori----- '.- ---7-"---:-...:2- 7 . ------ -- -, --• • Absorptibn Width (37AI--- - • .. Note: f SI , ! . . . For 0 to 1%slopes, Absorption Width is measUredirom the&rdequally in both'directions. For slopes>1%,Absorption Width is measured downhill from the upslopseqge of the 'o' :. ..,.:. . . I . • ; • • • i • , . • i ''. • . i . , i• • , 09/11 1 . F/ 13-34 • SECTION 13: Forms and Reference OSTP Pressure Distribution UNIVERSITY Minnesota Pollution • Design Worksheet OF MINNESOTA Control Agency lit**11• Project ID: v 11.10.10 1. Select Number of Perforated Laterals in system/zone: I 3 I (2 feet is minimum and 3 feet is mo)mum spacing) _ it z .s.:':.;•;.7-;:U1.,-;.;17;: t id's 2. Select Perforation Spacing: I 3 I1La t ; yit s s e r p 3. Select Perforation Diameter Size 7/ g. Iin - LR'9t tatr 4. Length of Laterals =Media Bed Length-2 Feet. ,, •,• - 7S' - 2ft = 7 3 ft Perforation can not be closer then 1 foot from edge. 5. Determine the Number of Perforation Spaces. Divide the Length of Laterals (Line 4)by the Perforation Spacing (Line 2)and round down to the nearest whole number. Number of Perforation Spaces = 73 ft + 3 ft = =4. Spaces 6. Number of Perforations per Lateral is equal to 1.0 plus the Number of Perforation Spaces (Line 5). • Perforations Per Lateral - Z+ Spaces + 1 = Z..5 Perfs. Per Lateral Check table below to verify the number of perforations per lateral guarantees less than a 10%discharge variation. The value is double if the a center manifold is used. > of Rr�1`6k��LtnEerr�!� 4�. � N . 1 Wf4Inr�i Fer1`aria ' ' ..- lin itch Perforations , Pharalion erda'(Feet Diameter(inches) Portion 6F�+�Q Pipe Diameter(Inches) 1 114 iii 2 (Feet) 1 Ito 1 Pe 3 3 114 12 30 48 -r.:-..--,,,.,. l` 0 ,, ' '.'` 211 8 12 16 28 54 21<t 114 14 C! P< 3/16Inch-Perforations in Inch Perforation . , Pif foration Spacing NO • Pipio Dimnstor Oran) PPrfaor flan Pik*t(#miel*ir(I .°!'4"! 1 11311111311 3 (F . X 21i 13 mos= 40 30 T 20 30 1111111111133.1 136 2 11_ _ 20 19 ill " i 7. Total Number of Perforations equals the Number of Perforations per Lateral (Line 6)multiplied by the Number of Perforated Laterals (Line 1). 2-5 Perf. Per Lateral X I 3 JNumber of Perf.Laterals 75 Total Number of Perf. .. 8. Calculate the Square Feet per Perforation. Recommended value is 4-10 f t r ?f* ,- per p er f oration. lyrre.•l?nOtld,.n�(ai1N) f Does not apply to At-Grades t+dorelbn Dl..na•f ;14...d frt. .I. 14. r4, 14 .. Bed Area = Bed Width(ft)X Bed Length(ft) t f O.: -:-041' '!'0.11i'C 0;7Y 1.1 0.32 0.N O.if O.7 7S ft X f ft = I 7•S'a Ift2 r_i—co_-,..-ii.--,..._ s'�.7,--ii,—.3-7-"ias , 2! 0 i 0.115 0fie 1.17 c'60 0.2x,. ,0.72 '::-0.Or.: 1:24 Square Foot per Perforation =Bed Area divided by the Total Number of Perforations (Line 7). ' sA 0.27 0.112 ;.1 1•,7 1 O ft2 + G perforations = ,1,ot Dwellings with 3/16 In&10114 inch '7S ft/perforations pe.fe1,010/t• 9. Select Minimum Average Head: /, ft 2 fa` Other.s2ebtkMnents"^°µ11s wit 2/14 inch W 1 inch 7oRer.6n ,f pOtZ rlAbb10mqo end As5T5 whi1t4 Inch 10. Select Perforation Discharge (GPM)based on Table III: . 5(cs GPM per Perforation 09111 • . . SEcTION:13:forms and:Reference.p.13-35 OSTP Pressure Distribution. UNIVERSITY Minnesota Pollution Design Worksheet opiv4NNEsorA Cardral Agency 11. Determine required Flow Rate by multiplying the Total Number of Perforations (Line 7)by the Perforation Discharge (Line 10). I75 Perforations X .5-4, GPM per Perforation 47.. GPM 12. Select Type of Manifold Connection (End or Center): Semi Ci Caner • 13. Select Lateral Diameter: 2- .in, . . -- 7-*:04114.-0040.0ri 14. Volume of Liquid Per Foot of Distribution Piping: •1.76 Gallons/ft • 15. Volume of Distribution Piping - 44.514014 :01#010t.*:-‘ret [Number of Perforated Laterals (Line 1)X Length of Laterals (Line 4)X t3!-#####Y• ...(c444); (Volume of Liquid Per Foot of Distribution Piping(Line 14)] 1 0.045 • 1.25 0.078, X 7s ft X gal/ft• -Ng -t Gallons • • 0.1 10- 16. Minimum Dose-Volume of Distribution Piping(Line 15)X 4 2 0.170 0.380 • • .. 3 77 gals X 4 •. 1 413 Gallons — 4 0.661— . .. . * mar**PIP% • . . : • . ...... .r.:t • • • • : . PiPe from pump ." .... . i • . : ! •• • .... .. % :e. -• : •: „: aitaidejagition . i•.. .• •i .!:: • . • . : of pipe from puled :7.... • .."..• '"'" porno Comments/Special Design Considerations: • .• • • • -• • . . • • _ . • • • • • • • SECTION 13: Forms and Reference ■ 13-39 • OSTP Basic Pump Selection Design MinnesotaPollution _ UNIVERSITY Control AgencyW�� I lest OF MINNESOTA 1. PUMP CAPACITY Project ID: v 11.10.10 • Pumping to Gravity or Pressure Distribution: I 0 Gray • I Selection required 1. If pumping to gravity enter the gallon per minute of the pump: ( 'GPM (10-45 gpm) • 2. If pumping to a pressurized distribution system: I 4Z IGPM (u.,of Pressure Distribution) sar 2. HEAD REQUIREMENTS a�a274=4*w A. Elevation Difference I 1 . Ift between pump and point of discharge: +rt„rs• ^i • , '" [1. � t B. Distribution Head Loss: 5 ft C. Additional Head Loss: O ft(due to special equipment,etc.) , _ vn . '"•. Distribution Head Dass e . <` �,1 #bid( I i� t`LAss.�l;Ri�kI11i PtP�E19f.1QOftl,. Gravity Distribution- oft 4 Flow Rate P1..0 Diameter(inches) • Pressure Distribution based on Minimum Avera B a Head (GPM) 1 1 10 9 1.3 2 • 1 3.1 1.3. 0.3 Value on Press....Distribution Worksheet; x .:14 ..i_ ..; y u5. 2.4 . :0=Minirnuari AvaraDe Heed' +:tSls�lbittloi Heed 14 '17.0 5.7 2.4 0.6 • Ift 5ftF 2ft • oft 1 it:Vtitl ':: D __:0. + 5ft loft: 18 y 45 9.1• 3 8• 0.9 D. i. _ 25 16.8 6.9 17 I •�� s A Supply Pipe Diameter � in - s`{-�.���� 'sfi. •per ITC TX a< 2.Supply Pipe Length: % ft 35rflif. 1p2 9 3.2 . E. Friction Loss In Plastic Pipe per t 00ft from Table I: 45 20.5 5.0. x • °a f l f i • Friction Loss• I 5s0 Ift per 100ft of pipe 55 73 "y F. Determine Equivalent • .qtr r + �r 14 k • �<; V '4 • i"¢ . Pipe Length from pump discharge to soil dispersal area dlsr(jtl�" '' '1 k 0.0 "" ' point. Estimate by adding 25%to supply pipe length for fitting loss. Supply Pipe Legal # i, tx t to•.. a, (D.2)X 1.25.Equivalent Pipe Length � '4 «t -,� #z: E° �Y s 3. 1 �sr5 130 „t• 1 - �T� t,035*J v.' . Yli�, ..tf+ ,.7 r fi•r A p', I s`O ft X 1.25 I �13 ft n� :95, b.....:... :1�a.... + y.r.: + :.�lA�E 5 • ... 20.1 G. Calculate Supply Friction Loss by multiplying Friction Loss Per 100ft (Line E)by the Equivalent Pipe Length (Line F)and divide by 100. - Supply Friction Loss- iS.d ft per 100ft X 1 63 ft + 100 - jig ft H. Total Head requirement is the sum of the Elevation Difference (Line A),the Distribution Head Loss(Lica B),Additional Head Loss(Line C),and tie Supply Friction Loss(Line G) • I ; . Ift . + I s Ift + I 0 lit + I 3 Ift . Z.c ft 3. PUMP SELECTION A pump must be selected to deliver at least 4 Z GPM(Line 1 or Line 2)with at least Zp feet of total head. • Comments: • • 09/1 13-16 u SECTION 13: Forms and Reference • OSTP Design Summary Worksheet UNIVERSrTY Minnesota Pollution ' - - Control Agency OF MINNESOTA i;y; .. Property Owner/Client: 77.1 j5 a Nile- Project ID: v 11.10.10 Site Address: Sr Mer3447— ClA fd., 1. AVERAGE DESIGN FLOW: A. Design Flow: 9 OOP Gallons Per Day(GPD) Note: The estimated design flow is considered a peak flow rate including a safety factor.For long term performance,the overage dally flow is recommended to be< B. Septic Tank capacity: 7.. poop Gallons 60%of this value. . ._ C. Number of Septic Tanks or Compartments: S Effluent Screen&Alarm? 04 , Type of Soil Treatment and Dispersal Area* Type of Distribution* O Trenches 0 Bed O At.Qade 0 Gravity Distribution diff)Pressure D union-teed 0 Pressure Distrbuaon-Unkvd Otherl r O Drip Dish@. 0 Holding Tank 0 •Selection Required Benchmark Elev- ft • System Type Benchmark Location: ,trisneser T ype I 0 Type ti ['Type III ['Type iV [(Type V Type of Distribution Media: D. Pump Tank f Capacity: /Sop Gallons Pump Tank 2 Capacity: Gallons 2. SiTE EVALUATION: ' A. . Depth to Limiting Layer: 2.4 inches [ ]ft Elevation li Location of Limiting Layer: 1 ivas,4 ift B. Measured Percent Land Slope: ( I E- % 0.0 Location: 0_1&:,,,,,...4 Z k, C. . Soil Texture: joike,.1/ S/t.7`f CEPPO Perc Rate: 6-m MPI D. Soil Hydraulic Loading Rate: a ')a GPD/ft2 E.Contour Loading Rate Gat/ft 3. DESIGN SUMMARY Trench Design Summary Dispersal Area ft2 Sidewall Depth . in Trench Width in Total Lineal Feet ft Number of Trenches Maximum Trench Depth in Designer's Max Trench Depth in Bed Design Summary - Absorption Area ft2 Media Below Pipe In Bed Length ft Bed Width .' ft Maximum Bed Depth - in Designers Max Bed Depth in s Mound Design Summary Absorption Area Mall ft2 Bed Length ?S ft Bed Width /d ft Absorption Width /S ft Clean Sand Lift 1. 0 ft Berm Width (slope 0-1%) ft Upslope Berm Width 9 ft Downslope Berm Width 30. ft Endslope Berm Width /J ft Total System Length 91 * ft Total System Width 4 ft • At-Grade Design Summary Absorption Bed Width ft Absorption Bed Length ft System Height ft Absorption Bed Area ft2 Upslope Berm Width ft Downslope Berm Width ( Ift Endslope Berm Width ft System Length ft System Width ft • 09/11 •�1 SECTION13 Forms ant`Referenee ' 131 OSTP Design Summary WQ.sheet~ • _:`t NIrotOj' r .._._._:.• ;.. mfalicoitoppoution canaai AgeingOFA. W QTA • Pressure Distribution Summary No.of Perforated Laterals I . , Perforation Spacing 3 ft Perforation Diameter I '7,32. fin . Lateral Diameter Z in Supply Pipe Diameter Z- In Minimum Dose Volume I 7 f Flow Rate GPM Total Head Zap ft _ .. Maximum Pose Volume *�� Holding Tanks Only- Number of Holding Tanks I Total Volume of Holding Tanks I- gallons 1,0411 150,414- High Level Alarm? • 4. Additional Info for Type IV/Pretreatment Design Type pf Pretreatment Unit Being installed: • Organic Loading to Pretreatment Unit-Design Flow X Estimated'BOD fn jrig/G in t)iR` 4Rinf rr:35.1 000,000.' • • Bpd X mg/L X 8.35+1,000,000* . I .Its 90D/Gay • • Calculate System Organic Loading: lbs.80D/day+Bottom Area 7f lb;/day/ft2, ` :... _. . .. _.. .. y-fib:/day+ ft2- t�/.day/ft2.• . ._. .. • Comments/Special Design Considerations: • , F • • • ray i> .'..' -- ..... .g: • • I hereby certify that I have completed this work in accordance ydtt alt ottavki ord)nailatis,#Ulas and laws. 444t-tlt 5-1t 3'07 °4f31/t4- (Designer) (Signature) '(License 8) (Date) - • • 09, SECTION13: Forms nd_:Refer_enc_e_.i-34 UNIVERSITY OF MINNESOTA Septic System Management Plan for Above Grade Systems The goal of a septic system is to protect human health and the environment by properly treating wastewater before returning it to the environment. Your septic system is designed to 1u71 harmful organisms and remove pollutants before the water_is--recycledback=into—opr_lakes;-sti ;nd_,- groundwater. This management plan will identify the operation and maintenance activities necessary to ensure long- term performance of your septic system. Some'Of these activities must be performed by you, the homeowner. Other tasks must be performed by a licensed septic maintainer or service provider. However,it is YOUR responsibility to make sure all tasks get accomplished in a timely manner. The University of Minnesota'sSeptic•--System—Ownes=a—•Guide contains--additional'- tips' and recommendations designed to extend the effective life of your system and save you money over time. • Proper septic system design,installation,operation and-maintenance means..safe,and clean water! Property Owner • Property Address 'Property ID • System Designer it. t/itiLie— -"nr9-061474- :Phone&G$j Z$(e—9 o5 System Installer Phone Service Provider/Maintainer 'Phone ' Permitting Authority !Phone : :4 Permit# • `Date Inspected 1 • Keep this Management Plan with your Septic System Owner's Guide.The Septic.System Owner's Guide • includes a folder designed to hold maintenance records-including pumping, inspection and evaluation reports. Ask your septic professional to also: f • Attach permit information,designer drawings and as-builts of your system,if they are available. • Keep copies of all pumping records and other maintenance and repair invoices with this document. • Review this document with your maintenance professional tit:each:visit;discuss any changes in product use,activities or water-use appliances. 'w4.4311,- For a copy of the Septic System Owner's Guide,call 1-800-876-8636 or go to httpJlshop.extension.nmq.edu/ } http://sepU 'sedu . Version 11/03/2010 - 1 - 3-84 • SECTION 13: Forms and Reference • ' LNIVERS ITY Septic System Management Plan for Above Grade Systems OF MINNESOTA Your Septic System • 5 - a i s"`Z �� billass� _ -`.*lam-Z''�s fiFyap�E % x t 5 it, n V`f 7i#N SP p r t, Vp. j ... r - ... ..... ._.. .. FMK n 1. l y� r - 'fit -ti tz t i',, t Er Septic System Specifics (you is subject to operating permit* System Type: • ou®IIIow*0 V* E] System uses UV disinfection unit* (Based on MN Rules Chapter 7080.2200-2400) Type of advanced treatment unit x .r; *Additional Management Plan required Dwelling Type Well Construction Number of bedrooms: 16 Well depth(ft): System capacity/design flow(gpd): gor, liZ1 Cased well Casing depth:17 Anticipated average daily flow(gpd): -s4-0 l l Other(specify): Comments Distance from septic(ft): 10. a"- Business? What type? Is the well on the design drawing?®Y o N 3-- tedp C eaW Septic Tank II'l One tank Tank volume: Lw° gallons x Pump Tank t 5050 gallons Does tank have two compartments?OY®N ❑ Effluent Pump make/model: 001-440 M-S( 6/41. Two tanks Tank volume: if1Po gallons Pump capacity 4Z-GPM ❑ Tank is constructed of_ 7` TDH Zp Feet of head Effluent Screen type: /ut1-O o Alarm location 170‹.7 Soil Treatment Area(STA) Mound/At-Grade area(width x length):77 ft x ¢$ft Cleanouts or inspection ports- (. -_. Rock bed size(width x length):75 ft x to ft Surface water diversions ` Location of additional STA: Additional$TA not available r -2- 09/11 FROM : Panasonic FAX SYSTEM PHONE NO. : 612 753 6222 Oct. 07 2016 10:56RM P2 Tradewell Soil Testing 18330 Dahlia Street NW Cedar, MN 55011. Date: August 31st,2016 Name: TJB Homes,Inc. Address: 585 Orchard Park Road,Orono,MN SOIL BORING TEST REPORT Boring#5(Front) Boring#6(Front) Boring#7(Alt.Site) Boring#8(Alt.Site) 0"- 13"Topsoil 0"- 12"Topsoil 0"- 12"Topsoil 0",-8"Topsoil Loam Loam Loam Loam 10YR 2/1 10YR 2/1 10YR 3/1 3/2 1OYR 3/2 13"-20" 12"- 18" 12"-24" 8"- 16" Silt Loam Silt Loam Clay Loam Fine Sandy Loam& 2.5Y 4/1 2.5Y 4/1 10YR 4/4 4/3 Gravel 10YR 3/4 20"-26" 18"-24" 24"-34" 16"-24" Clay Loam Clay Loam Silt Loam Silt Loam 2.5Y 4/3 2.5Y 4/4 4/3 2.5Y 4/4 5/4 5/3 2.5Y 4/4 5/4 5/3 Mottles @ 13" Mottles @ 16" Mottles @ 24" Mottles @ 16" Dry Hole Dry Hole Dry Hole Dry Hole CA•fil -C•Yoa‘,J Mark Tradewell MPCA#307 FROM : Panasonic FAX SYSTEM PHONE NO. : 612 753 6222 Oct. 07 2016 10:57AM P3 IC ma XII, ,a 5 P I_ : w o ,0,./ m P 66 a 1.. lir �I R ,l/ 1 • • F '' --P. 00 ,,,lob r i i L i� pig .icein A g a�, Tnq $ I y' Y d to q T •a � ♦ A • s -.2-- -- 7 n. / (� • •c y - • Y. .. ,.f. i 0 Via• _ ' Ili • • �J .. y_ :. ,. • • e•✓4 Cp • 1 - 't. sad.- 1 ,� . 0 p •P i lit] i. _i__) . o . . • -i .i1.--, — • a ' gr, . •.. . i ... , :. :. - . . E ....' .1' iik , • . . . ... ..:. . . . _. _... q` • is •• • .:a.:,.I a •9 B"- , .- (� 1 `: ... , is . tI . s �� � O • ,•0 z. : 1 Ott) , • ' - 4B -/ . . . -- ri's(4CIA ai. .• 966, .. • �i. i i ! r. ZOOt 1004 •"= r�t ie,IL014 itary afro vet( ®hly e �- cyl�,�d tAtrue //Leel TRADEWELL SOIL TESTING 18330 Dahlia Street NW ---- Cedar, MN 55011 (763) 753-6222 Contractor/Owner: TJB Homes,Inc. Address/Lot/Block: 585 Orchard Road • City: Orono County: Hennepin This On-Site Sewage Treatment System is designed for a Type 1, 6 bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinance. A seasonally high water table or saturated soil layer was located at 24"to 36"(mottled soil). Due to the seasonally high water table or saturated soil and tighter sub-soils 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 or saturated soil. The soils at a depth of 12"have a percolation rate averaging 6- 15 MPI. A pumping chamber will need to be installed to lift the effluent to the treatment area. The manifold and supply Iine pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill materials 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. All neighboring wells are located greater than 50'away from the proposed treatment area. 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 and 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 and toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Smaller amounts of laundry soaps,dish soaps,cleaning agents, etc.are better for the system. Antibacterial soaps and chlorine agents may kill the bacteria needed to treat septic effluent properly. Additives are not recommended, they may cause harmful damage to your system. Recommend to pump and clean your tanks by a certified pumper every other year if you have 1 tank and every 2-3 years if you have a 2-tank system to insure proper maintenance. 3/ 2e-r� Mark Tradewell Date MPCA#307 • Tradewell Soil Testing 18330 Dahlia Street NW Cedar, MN 55011 Date:August 31st,2016 Name: TJB Homes,Inc. Address: 585 Orchard Road, Orono,MN SOIL BORING TEST REPORT Boring#1 Boring#2 Boring#3 Boring#4. 0"-27"Topsoil 0"-25"Topsoil 0"- 16"Topsoil 0"- 12"Topsoil Loam Loam Loam Loam l OYR 2/1 10YR 2/1 10YR 3/2 3/3 10YR 3/2 3/3 .27"-42" 25"-32" 16"- 36" 12"-24" Sandy Clay Sandy Clay Loam/Silty Loam Loam/Silty Loam 10YR 2/2 3/1 10YR 2/2 3/1 2.5Y 4/4 5/4 2.5Y 4/4 32"-38" 36"-44" 24"-34" Clay Loam Silt Silt 10YR3/23/3 2.5Y5/4 2.5Y4/45/45/3 Mottles @ 27" Mottles @ 25" Mottles @ 36" Mottles®24" Dry Hole Dry Hole Dry Hole Dry Hole 6-Bedroom,Type 1 Home, 900 GPD Flow) Pere Rate=6- 15 MPI .78 Soil Loading Rate Reuse 2 existing septic tanks(1000 gallons each) Add 1-new 1000 gallon septic tank in series with existing tanks 1-new 1500 gallon pump tank 750 square feet of drainfield with 6"of rock below the pipe 24 cubic yards or 34 ton of clean rock • Mark Tradewell MPCA#307 DATE TIME •CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED /�� PERMIT NO. COMPLETED 1)ATM/ ADDRESS TS5" ci/tard OWNER TELEPHONE NO. CONTRACTOR /� DESCRIPTION 'ice[!S v t/i�`'%het7®p! W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL • ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT gIC • ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP 41 0 AS BUILT-SURVEY 0 SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO co• COMMENTS: cc CC igory S cei4 a 5 faf -P' W hINAU-(02000 t I b07( cc 0 CC W W CC J d LU 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V 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. (952) 249-4600 Owner/Contractor on site: Inspector. White Copylinspector's File Canary Copy/Site Notice D TE TIME CITY OF ORONO CALLED IN — / , - INSPECTION NO /�hascHEDULED —! ,1,�rfr", PERMIT NO. ,..5- MPL ED ADDRESS - eC "dlt-k--- Ad" OWNER TELEPHON NO. v-36,-7906 CONTRACTOR /" ' / %/ik ,i- E DESCRIPTION 4—'IC5 _ kJ 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL A ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 El FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION .4C 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT '14C 0 FINAL ❑WATER HOOK-UP 0 FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z MINER/CONTRACTOR TO MEET YOU:_YES_NO SI S` SC COMMENT 4 CC A:(2,',Zrr., W cc Q W W O: S W ❑WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE ctW 0 CORRECT WORK a PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CI 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAU.INSPECTOR 0 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cell for the next Inspection 24 hours In advance. (952) 249-4600 OwnedContractaf"on site: ./ Inspector: C ) ‘ft-7,_ I Whits CopYlIsspootm's File Canary Copy/Sits Notice DATE TIME' CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED PERMIT NO.X'10- CWI/2 COMPLETED 3•o'Z5-/� ADDRESS ,SgS Orc kwa0 . OWNER TELEPHONE NO. CONTRACTOR 3. DESCRIPTION T4 AV wt W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL C Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓• ❑ DEMO-SITE 0 SEPTIC INSTALL - OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: IF 4 c44 DASePrvciZO o l4,/set G5re east? 11-- dt� CC CC Op_ EC. CI IYORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC0 CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O 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. (952) 249-4600 OwnedContractor on site: Inspector: 9 White CopyAnspector's FIN Canary Copy/Site Notice 1 DATE TIME CITY OF ORONO CALLED IN p /T INSPECTIONTIC SCHEDULED (P—� C/-17 IO: PERMIT NO.cU/ D/0 I COMPLETED ,I / ADDRESS _� A &k -ct f�t/t /( OWNER LEPHONEO. 72--355= CONTRACTOR / /15,11 7eS / � 2 E DESCRIPTION • W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 12 12 ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION 4C 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP iki ❑AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL .1 ❑ DEMO-SITE 0 SEPTIC INSTALL Z GRIMM/CONTRACTOR TO MEET YOU:_YES_NO R COMMENTS MA ci. s,��f ��,�C 0 k c �a r`�y 'fI/.e civ dr 7 rids ecrv-/-iy 0 to it r:%' /&4C4 M av1C A S W It W : ••K SATISFACTORY:PROCEED 0 PROJECT COMPLETE ctW • •• • • WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 CORRECT WORK,CALL FOR FEINSPECTION TEMPORARY V BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours In advance. (952) 249-4600 on slte: Inspector: 7: Whit*Copy/Insp•ctor%AN Canary Copyfn*,Nodal V �� DATE TIME CITY OF ORONO CALLED IN INSPECTION NO IC ' l ( SCHEDULED * 7 PERMIT NO. �+ (01.)I'1 I I COMPLETED _ I ADDRESS GSI OWNER TELEPHONE NO. to t Z a �/CE CONTRACTOR 1 T EXC V' DESCRIPTION paryip h i4 L ,�z;>d ` W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL • ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING vi 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INS ALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES j% NO h COMMENTS: Lai a. cc 2-01(01 --1 Os�-e 1° 0 • ��� �c OK.1 iCe6 4-61 2 OC W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 on site: Inspector. e7 _ ite Copy/Inspector's File Canary CopylSite Notice —DA/TE TIME CITY OF ORONO CALLED IN ( ,--2-/ -7 INSPECTION O C1sCHEDULED —?i-17 ,�'0-6 PERMIT NO. �� -d (2 I ICOM LLETED Y� ADDRESS EgOl ;/COGir ..-ak--1-- - 4 / OWNER4-)1c(1) c, TELEPHONE NO. /2,- 5(a 7'9 'b CONTRACTOR `' 1� C Q�/ VI EDESCRIPTION / 6ctA)(__▪ 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL lex ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL • 0 RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ .--,❑ DEMO-SITE 0 SEPTIC INSTALL Z• OWNER/CONTRACTOR TO MEET YOU:_YES_NO / vi COMMENTS: 1 7 if e- Irl d'€ /`a'lsi cca. % 6 �Q'il� vjcc F C7/1 ,c' h inA0VlCf® o It �l pay -f 4974 4,ccQ �Q�1�� u.• i %r€ r e - yet,," W Q 2 W Z W CC J WK SATISFACTORY:PROCEED ❑PROJECT COMPLETE .";; (AVOR ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O 0 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 El CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours In advance. (952) 249-4600 OwneriContra on site: Inspector. O7_4 White Copyllnspector's Fila Canary Copy/Site Notice P ' stk. A DATE TINIEe/� V CITY OF ORONO CALLED IN INSPECTION NOjIc pg SCHEDULED 47Z314-7 PERMIT NO. '�t�'�� /vAPi�J COMPLETEDf� Pelf-adADDRESS 5g C) vrc(,,cerci OWNER TELEPHONE NO. LP 12 35(0 /7 CONTRACTOR —R----1- (iU • DESCRIPTION AOC e___ / e d t ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP IL ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL . ❑ DEMO SITE ❑ S PTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU: YES_NO • CO ENTS• cc cc4) 14.1 i .„.)QV 1/4 v elt 6 X,/- Q. •Z iC 7:r G(1.., . o cc 40c k typ,eulr G/e0/r _ O 1 Q 51..01,4 t fl61 vt - 0 , 1 Z �IQ i , 4d coi/er r U W RK SATISFACTORY:PROCEED ❑ FOJECT COMPLETE ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContra•• •r on site: Inspector. i ..., -5ar -/ White Copy/Inspector's File Canary Copy/Site Notice