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HomeMy WebLinkAbout2016-00661 - new septic ` ' CITY OF ORONO * Z 0 1 6 - PJ 0 6 6 1 * 2750 KELLEY PARKWAY DATE ISSUED: 06/22/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 755 FERNDALE RD N PIN : 36-118-23-11-0028 LEGAL DESC : LYDIARD HILLS : LOT 003 BLOCK 001 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(PRESSURE BED) NOTE: OTHER INSPECTION NOTED: PUMP AND ALARM MISC FEE: M[D LEVEL INSPECTOR REQUIRED NOTE: NEED MANAGEMENT PLAN SIGNED BY OWNER OR BUYER. CONTACT BRIAN HUMPAL FOR ALL INSPECTIONS AT 651-492-7550 APPLICANT SFPTIC NEW OR REPLACEMENT 400.00 MISC FEE 510.00 KOTHRADE SEWER&WATER TOTAL 910.00 12059 WHITETAIL AVENUE HANOVER,MN 55341 Payment(s) CREDIT CARD 4122 910.00 �) Minnesota State License#:pibg-RP645681 OWNER MITHUN,JEANNE 755 FERNDALE RD N WAYZATA, MN 55391- 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. _ L��� (`� � p i�i O �� �� Applicant Permitee Signature Date Issued B ignature Date . V"' �, ' ' � ��� . �� � � Ctty of Orono 0 cmr 4s��: ,ctr,�.: ._..�. .,, ��0 2750 Ketley PaAcway Dete R�� • 1�.._��a.�*:�1�1 b-.: U(o b ! Ct�ntal Bey.k!N 88323 � � -�-.-!- (952)249�4800 �� � "� � � G � y sNo �' CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION RECEIVED (Atl permits rtwst be a0D►cved bY the�'te SepGc Manager and/or 8uitaing OHidaq u ��� � �u� o a zo�s ��1s�611e?!"�T�'�`�..���:� 4!V ti'�_i���}.�'ry;; ' CITY OF ORONO Site AddreSs: 755 Femdale Rd N Owner: Bank ot America Mailing Address: 1300 MeMll Lynch Dr � City: Pennington, NJ Zip; 08534 Home Phone: Altemate Phone: � P• Contractor/App.:Kothrade Sewer, Water 8� Excavadng Contact Person: Lee Sweet Address: 12059 Whitetail Ln State License#: #0192 ��y. Hanover �P; 55341 Expiration Date: Phone: 763.a98.8�02 Alternate Phone: ;s��f.•z?,�_ -qt7 %,��,"^4'� Rt 'i;i �'s'.-'4. �+� �+�+ � � *� �� ���..:�^,;'�;?F.swPs'pY�;„^j �_�' .�,�,, �f .��':.F:::�a�,"��::;.f�7n,v���:�ii8�C�7��. ���1���:-;�:.:::,�J�- '�,:•�>�'•:,l;:i.t..;s.r.;;'.,;;•+;:� S'. � ResidenKal ❑ Commercial ❑ Other � ' ���,•. ��.. ` New or Replacement System $400.00 $400.00 �I�� l�eve� ��s��c�mv��"1C,00 �`.�lD.� �o To�� � 9�0 1 /2 r, . � . *14`'-'T*`,i.. .t.;.'�'�i�-� ' t,rT"" , y...�' ' �y�{����� :� �v"�c � �F �:F•. L R? ����V Fy�. t S Y Y. � � B ,I�P W��mr� .-s' .^�a� �p,'i����� ll� `9� � . 1 �. hr� ������1� �•� �M1 ���� ��°..�fi �� �I ��r ,�A 1^ L�.11 I will be instalting the following: Tanks � Precast Concrete ❑ Fiberglass ❑ Piastic ❑ Other (Ibt marwfacGaeh Number of Tanks: 2 Size of Tanks: 2000 1500 Treatment System J"r c��v�t ��I � s.f. Mound s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is requfred to provide an As-Built of tho syst�m before the flnal inspection. The unders�gned hereby applfes to the Cfty of Orono for issuance of a septic system installation permit� agrees to do all the work in strict accordance with ordinances oi the City and regula�ons of the State of Minnesota and certifies that all statements made on this application are complete, true and correct. Signature of Applicant � �'ur�a�' Date: o6-o&zo�s MPCA License No.: ��g2 Staff Review: �Accept. ❑ Denied L�ci�F Reviewer. �r�a•-, �Cw�,_���v-�—i�==�f3`�2Date: 6/2��6 . „ Reason for Denial: Comments (to be p�tnted on inspectlon card): Ne� 1'1r�QfIQR�Me.Y►�' Q tar �;�Me.dQ b v O\J�nt.r' d � 1D�•.�,-�r . G 0�'L�"G G T �!^/R h �i/� �Q l �'�v� � �� �� s�-c �-f>o �� 2 i 2 �..�1- ��Z- 7�50 �. ' ' CITY OF ORONO—SEPTIC SYSTEM PERMR APPLICATION 1. Applications for septic system permits may be maited ar submitted in person at the City of�oes; however� pemtits will not be maited out The permit mt�st be p�dced up in person at the City oftives and work must not beQln unless the perrnit card �s on the }ob site. "'DO NOT dAAIL PAYMENT iMTH THIS APPLtCATION''" 2• Perm�ts will be only issued ta contredors holdtng a AAinnesota Polludon Controi Agency (MPCA) Sep�c System InstalEers Llcense. 3. All work must be done in acx�ordanc�wlth the approved septfc system design. 4. The following inspecdor�s will be requlred for all septic systems: A. Tank installation prlo�to c�overing. B. Drainfleld trench Installatfon pr�or to covering. Fcc mounds, inspec�ion is requir+ed aft� rough up, but prior to sand plac�emerrt (sartd must be jar tested for sitt content) and again during pressare dlatributlor� piping tnstallatlon fn the radc bed. C. Flnal ir��on to verNS► flnal oaver depths and to ve�ify that all pump statton (where nequire� components are func�ional and oampiy with cod�. 5. MPCA Iloensed fnstallers or their DRP (Designated Respons�le Person) shali be p�esent dur�g ail inspecttons. A 24-HDUR NOTICE IS RE4UIRED FOR ALL INSPECTIONS. 3J2 Inspect Minnesota & Midwest Soil Testing Brian Humpal PO Box 383 � �.�.� Hugo, MN 55038 � � ` �" ��'� (651) 492-7550 Brian@Midwestsoiltesting.com ESTI MATE ADDRESS ESTIMATE # 1565 City of Orono Or DATE 06/22/2016 Kothrade Sewer, Water EXPIRATION 10/01/2016 Excavating DATE ACTIVITY QTY RATE AMOUNT Plan Review 0.75 85.00 63.75 2nd Soils Verification 1.50 85.00 127.50 Construction Inspections Tanks, Bed, Final, 3.75 85.00 318.75 Etc. For Work At: 755 Ferndale Road N, Orono, MN TOTAL $510.�� Accepted By ���� Accepted Date � Z� �� � . . �, �k � p ��pY .����V ������ �r�-�� SP TESTING tNC. Steven B.Schirmers-951 Katydid Lane NE-St.Michael,MN 55376 Cert.No 627 -State License q394 - Phone 763-497•3566- Fax 763-497-5031 v�vw.sptestin¢.wastewater Comcast net- �rhirmerswastewater,com Fobruary 17,2016 TarynKetzer ��� ,��� � `�'��� 755 Ferndale Rd.N. ���� ��`J�'���•-Z�?�"�pyy�,Q,S •(�}�1N Orono,MN 7 �` This site has an existinq on-siEe sewage troatment system which has been classified as non-compliant by others. The existing tanks wili be abandoned,pumpad 8�filied with soil&a tank abandonment report eompieted by a Iieensod coatractor. This s(te has very limited space for placing a new system due to ateep slopes, drainage&directlon of slopes. A standard system under Mtnnesota Chapter 7080 rules cannot be designed. The proposal is to Instaii a 7ype IV,System under Minnesota Chapter 7080.0179 rules fo�a 7ype 1V system,Type 711 seepage bed for a 5 bedroom home. Approval wtil be needed irom the City of Orono for the system to be 10'trom the property line due to limited space. The wost property Ilne will need to be located 8 staked by a surveyor. The design is for a pressurized seepage bed wlth levei B t�eatment at,?8 gatlsq./tt._ 962sq,ft,with a 3'separation astng SB's#2,3,4 8�5. Soii boring#3 tound mottled soii at elev.97.6 leavfng the bottom ot the seepage 6ed at elev. 100.6. Class 1, Multi-Fto Aerobie Wastewater Treatment system which Is classified as standard under Minnesota Chapter 708d rulos wf0 be used or a un(t which has posittve tiitration and an alarm equtvalent to a Multi•FIo Unit. The h(ghly treated, fitered eHiuent produced by the Multi-F!o is over 85%ireo of the normat sewage eontaminants that cause the progressfve failure o!eo�ventional systems. The unit will 6e a 750 ga!lday. A trash trap(s tnstailed in iront of the Muiti-Fio Unit. The pnit requtres to be servtced 2 times a year which witl be done by 8chirmers Wastewater Treatment 3ystems,Inc. A 2 year parts 8 serviee warranty comes with the cost at the unit. After that timo,the homeowner is required to carry a service cootract at a cost of S225.0�a year(2016 price}. A report is sent to the horr�eowner,C(ty,MPCA& Multi•Fio yearly. 2(nspectlon pipes must be Installed, 1 to the bottom o!the sand tili 8 1 to the bottom of the rock bed. V Q(/'f Ql2C`2 � U �e�'l �ly �,' 1/S'�2. 6 '� � ��2 S�s�� � �- a�/�c���c� m� CITY OF ORONO SF.PTIC P� IT PLAN REVIEW C�,� ��' � e�-1j�C� �m �`r��,�� �-y �� r( ,e INSPFCTOR a vm �/` 1 � � -L DATE, Z ' PERMIT NO. —v�`l� (¢J �,Q Q�s � r"����� / Q� �'e pa� � L(/( 7 �f [� APPIZO�'�D AS Sl;fj�tITTED �'���!� '�✓. / �'� ( � � � ni>raovm�vrrFi cuR�ieCTrohs ns n��TFn ��� ` 'e � s `LC � a�i T�(�"i,�PI'R()\'F.I)-C'()RKF:CT&RF.Sl;F1�1IT � �� �l�'l o f a���� ��� �,��011��°`nis arc fur ynur inform�Uiun. All work shxll bc dorte � � �: (ull c��n'i��li,uicc�vith ull ap��licablc sc{�tic und zoning cudC. � , a _,.� , .. _iirms ri t spc�ific�illy notcct in this n:view. ��� �'��'� ' �„i . �i i U�; �I�i G AT ALL 71�If:S f . ' �# ;.. � . � • All praperty lines will need to be located prior to instaliation. The tanks wiil need to be a Darwin pre-cast Z000 gaiton split rcversed,750 galion trash trap 8 1250 gallon pumping chamber#7 wtth a tlmer pumping 1b.6 gaHons every 30 minutes with a to the Muitt•Flo Unit. The effiuent wili flow gravity from the Multi•Flo to a new 150Q gallan pumping chamber{purnp#2)whteh wili pressurized the seepage bed. The powtar suppiy 8 switches must be located outside the rt�anhole 8 pumping chambe�in a weather prooi enclosure. A warning device must be installed with a light 8 sound devlce. This is in case of a pump failure. Monitoring of the dralniield 8 Muiti-Flo wilt need to be completed per operating permiG tf the tanks have tess than 2�of cover,the lids,risers 8 matntena�ce hole covers must be Insulated to a value of R10. Cleanouts for each lateral must be Insulafed&be accessibie irom fnished grade in an(rrigatton box with a ball vaive. A water meter or event counter must be instailed to monitor dally water use. Tho homeowner is responsible for Lhe water meter readings. The mitigation plan is if hydraulic overlaading wouid occur,a time►could 6e installed to reduce the amount of effluent pumped to the systetn and also by ust�g the 1500 gatlon pumping ehamber allows the eftiuent to be stored durtng peak use and pumped to the system during low water use periods. The second would be to Instail hoiding tanks. Ali neighbortng welis are located greater than 100'away trom the proposed troetment area. Keep all heavy equiprf�ent off of the proposed treatment area before and after eonstruction. The treafine�t area should be marked oH before construction. This design is not valid 8 tho system wtll need to be relocated if fallure to protact the sites for new on•site sewage systems. ) - �AOEa�eNr pwr: Th�tanks ns�d to bs mNntained at a n�Mmum of 1 time every 2 years,cheek with you pumper to s�t up a sch�lule. Systam Inspoebd tor wraas by owxu b or Inspector as d�bnnMed 6y ths loeal unt! of Oa►�rmn�al. Anr o�r►e9wnmeMs as delennlnoa by�.tocs�ant!ot Oovema�enl. WIlb Propa�lnstaliation�mahfts,�ace,ehis sysbnr a6outd h�ve eo problem in troating s�ptic aHluont efNetlwly. Nothing otltir than human wastl�to�st tis�ue�ieandry�ahowera�water sottners eto. ahould be dispossd oi inlo tlt�systrm. R�eo�nnnm!hon�Ilber�b�dirarted oxt o1 the ayst�n+.Gsrbago�qsposals an not nco�up�nd�d. 6c�esUve amow�b ot soaPs, ar*ttbact�riai soaps,cieaning ag�nts�showor clasa�rs usfd w�ry�hoanr S chiorine a��nwy kill tAs b�aterta e�eedad to t�t aoptte�ifleon6 Addltlws ano not ncomm�ndod. R�eonun�nd laundodag bs Iixill�d to 3 to 4 loads p�r d�y. Tbe Nlatth Flo uni!wIp n�ed to be pun�ped wh�n q�p s�lh6lo soli�rqch 40%. sahirmers Wastewater will mast!h�pump�r 8 alqn ou!th�IVOuIl1-Flo at M�sam�tlna. T1Nre wiR not b�a oh�s troin Sohirmers YM�st�watn�s long�pwnpin�is oniy needed� time every 3 ye�ra. 'fhs P�P�B�Oes irom s 6�sad pumper�e you rsapousibilit�►. Thank You �i7�-�""'Clr �� Stoven B.Sehirmen Thls D n rp a w�rom�Advanced Oe�na� 2�8 '/6 s.nxe n���.r -1 SS ��dn cl�1 e EZd. (�, o�te m����� Mutti Flow 8t Pressure Bed �.s���,�.�, ��,�,a.z> P�°Pert)'OwnBr TarY^Kelzer Dete: 2/3R016 51te Addras: 755 Ferndale Rd.Orono p�p; CommeMs: Inat►ucHons: �site apecifle�nput �•adJust if desired �'selftalculated(DO NOT ADJUS'n q bedroom Type '�� 1�' SYs� �GPD desfgn Row (avera�flow strouid be<70�of design flow) PRETREATMEIIT: (Resfdential st►ength W leyel'A� ) Gelbn Trash trap/pump tank to Multl•ilow rieversed 750 trash trap�1250 dose tenk Gallon Multl-ilow uMt gpm R head TREATMENT WmP doses per day 15.6 gal/dose(treatmeny feet of lnch supply Ifne leads to 3 gaUons of dratnbetk volume ' 18.6 galbns tota!pump out wlume T1med dosq►g of 37 set QN �connrn,pump�c�w�e�,a�waow�, 29.4 min OFF test end ad)ust as necessary) inches from bottom of tank W Timer ON tloet H1level Alarm to be tet at %ot tank cepncity W li�t req'd WQ DISPERSAL; GPD/ft� Sotl loading Rate 962 ft�(code minimum) tt=(design sfae/LUG req'd) Treatment level A/B (must match sori boring log) k desired bed width. kads to a 45.8 R bed length (25'maximum) ft lateral spncing ft perforadan spacing {mazlmum 3 for both) manHold tonnectbn �� �7 laterals 43.8 feet long 15.0 peris/fateral 105 perts total (1/2 perf rt�eans Ne 1st perf starts at the middie feed menlfoW► iq fnch peris at feet residaal head glves 0.�2 gpm flow rote per perforatbn �. (If bed hes>1'of cover,increase residual head for clea�wut req's) for thB perf size @ spacing,@ pipe stre on Itne 14,max perfa/lateral- �,tine i10 must be less-•> OK �� doses per day (4 min6num) ►s� ta8 �lloM per dose (treatment votume) 1.50 3x i�> 1.50 inch diameter laterats rtnut be used to meet'�x pipe volume'requlrement 2.00 � ts� feet of �inch supply line kads to�gaUons of drainDack wlume (TIP:'top feed' manNold W control the drafnback) �� 191 geUora TOTAL pump out volume(treatment*dralnbadc) �n teet vertical lHe from pump to dreiMteld laterek, leads to a ie� 45 GPM� 14 teet of head, DISPERSAL Pump requlrement (>�9Dm maY re4alre addiaonat 3-6'head allowance ror aischeBe assY) total capacity 1822 gallons w1 1500 gal Dose tank(code minimum) �gal Dose tank(destgn size/I.UG req'd) at gpf 7.6 Inch swing on Demand itoat, or Timed dosing of 4.2 min ON {wnfirm pump rate with drewdawn (Oo delfirer Average flow,66X o!Peak deslgn flow�ehrs OFF test and ad�ust at necessnry) 1) tnches of from bottom o!tank to'pump OFF tloat 20 indics from bottom of tank to'Pump ON'tloat,or 12 irxhes Lo'dmer ON'float If Hme dosed e > 23 inches trom botWm of tank W"Hi Le+rel'float,or 33 fiches to`HI ttweC ftoat if tlme dosed q 925 galbru reserve ppacity (atter High level AUrtn k utivated) soll bo►ing i3 elev.97.6 inches, or 5.83 ft to Redwc or other llmiHng condition (This must match the wll boring log) Treatrnent zone contalru inches OA;sotl tretllt and Inches 50K soi!trcdit �) �inches, or 3.00 fG ot vertkal sepnratfon requlred leads to bottom of rxk no more than: elev.100.6 �inches.or 2.8 ft. Below exlsting gade CRlT1CAL FOR FUTURE CERTIFlG4TIONSIIt lnches of rock below the pipe fnches of rotk to cover the ptpe . Overall Dimenstmu: 21.0 ft.wide by 45.8 ft. long Pressure Bed ) Rak Bed mno�rfals• zt rc.by a5.s tc. by �a incnes cocat. �us wx qties �ya'or•�.a� D�o„ I hereby certify tAat I haMe completed thh work In accordance with aU apaikeble ordinances,rules and lam. � ����f��t�� 1�.1,L. �/'�F 2/3/2016 Desl r Sl�fadar Compary L� Date d � � ao a � E � �' � � � ' -� °� o � � � � � � c °� � z r o 0 �' is � s � � � _ � � � ^ P x � `- � a � � o� E � � m k � � Q� � � g N � � C N � d � ao � _ N � e S . .. � � n �a � 8 '° � ° a $ ` `�° a, ,�i � x `�� � � � � � u `- 8 �+ � ~ � � u+ � � � � °" u�i � � � � � � � � a � � 0 � C " � � � � s � � � � � « � s $ � � � � g a r .x� 's '° � � � � � o � � � � g � � � � � � � � � � '� � g '� E a � � � � � � � ^ � � � s � ° � � a � "' � � ^� � R � � N e � a �`+ � � P � � t o � 8 � a t � ' � � � $ � � � & � � � ~ 00 � �L'� � L M ,S s � ` � r= i L � c`� � c L� � � � � � � E � - O + p` � a � � � Q a � A N N N � � D �a ' � � � INSPECTOR CHECKLIST -Multi flow-Pressure bed 753 Ferndale Rd.Orono ❑ WEL4�abada: 20'to pressure tested sewer line (5 psi for 15 min) SQ to everythirtg 1ar to dispersel area wlth shaflow weU PROPBR'iY LINES aetbeelc: 10'Lo evprythirq� Rced�abect: ptatted:f O prap Une. Metea @ bounds:out of road easement,or outer ditch. UKH/HLUFF x�bacic: 20'for bluff. Lakes:GD_,RD_,NE`. Protectrd wetland_. Building mbackr. 70'for eve+YthfnB. 20'for dispersal area. WATER LIN6 w�der preaure ee 10'to bed,tank 8 sewtr ltne.(else sewer ltne>12'belrnw) � Sewer Hne&baffle connectlon {np 90's, 3'petvveen 4Ss.slope mfn 1'in S',max 2'In 8). ❑ (rw dePU►►eV�s. dean out every 100', Sch 40 P�Pe) se�rn canx a�d r�en twac�r n�c,fn�o�ced.r�aevu,�snn$�►�nea�y v�a+�s) ►MB 2000 galloin trash trap/multf•}!ow dose tank Rtser over outkt, riser ove�fnlet or cmter,a�6'+inspecHon plpe ovrr anp remaining baffles. 750 gaUon Multi�flow unit W dght req'd '�Nv Treatment pump 30 �m 10 head 18.6 gal 37 sec ON 29.4 min OFF � 17 ft 2 Inch supply I(ne tbner OPI float 1H Inthes from bottom HLA eL 75X tank tapntity DlspenaL• � Oose tank Nsers and piping (water tight,Imufated,proper deptfi,dtaMbatk) �B 750p gallons � �W�A 45 SPm 14 head VEWFY PUJNP CURVE 4.2 min ON 9 hr�FF � float setdng drop 7.6 fnches at Qgpl'DESIGHED' 191.0 gal dose dlvided by gp1'INSTq�LED'• lnthes float drop(fleld wrrecte� LABA pump reqvfrements and drawdoMm on rfser or panel � Cem lock reachabte from grade-30'max. J-hoofc weep hole. Supply Unr acceu (no hard 90's) � 2.0 irah wpp1Y p1Pe:sdr10,sioped 1/8'+, �App�bed py q-�slerve or compacted. and burled 6'+. � iplke boz/conWl penel/elecVkal connectbns Bed dimenstass 21 X 45.8 Rock depth below pipe 12 Inches Rotk bottom elevadon 34.0 Inti�ee from Orade to bot6om of roCk(max) covet depth of 12'. VERIFY 7 laterols (1-2'from edge of rock) 1.50 Incl►pipe slu (sch40 pipe @ ftttln6sl 3.0 R la0eral spacirtg � 3/16 inch perforatlons (smalter Is ok) � 3.0 R perforaUon spac(ng A1r inlet at end of laterals, and at top feed manifold. VERIFY clean outs (deep bed 2'of heed) (no hard 90's) 4'tnspecdon plpe to bottom ot rodc.anchored yERIFy Abandon exlstfnQ system if necessary �Re�use exhdng tank certtfkatlon manitoring pUn and type weU abandonmeni If necessary 'Type IV- pertormance" Monitoring and Maintenance Disclosure �ovem�sadreu: The uptk system destgned for this slte has been clessifed as a lype IV system and wflt therefore requtre ��^S m��tortn8 and mafntenance for the LKe oi the system, IL is the owners responslDtUty to discuu tliese requirements(as llsted on the perndt)an0 their ►esPective Intervals and costs wIN their septic designer and/w mafntenartce provlder. Mot►ftoring and malntenance may Indude(but b not llmited to): -Menufacturer required mnintenance -Tank pumping •Tekfng Lab semples R is tl+e owners responstbllity to Mre an M.P.CA fleensed�eptic professional to per{orrn thls work,y�d for that professtonal w submlt an annual rejwrt W the Local UMt ot GovememmL All other b�term septk system costs wch es repnin and emergency servke caUs outslde oi aiy werranty covera�e(1f appllcab(el,are outside the swpe of this disclowrp. I aclv�owledge and understarW chese requlrcYnents,and agree 6o contract a Ikemed professbnal W monlOor and maintaln this system. Owner Sf�aWre �� �. 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R . . .y'M:� i�{� .'PfL« A ,w.,r:xrr6,:�".'"." ° �� w�c;1��i�.O�i�J(CJ�l1'ti�s a 10Ttfl'�?�—=;.`�'��,Y�,,�+ti:��✓"' ', „r. 3� eropeny Owner/project: Taryn Kelzer Da�e 12/7/2015 Propcny nddress�PI�: 755 Femdale Rd.N.,Orono �'���' ��`ti '�S'�il�Sii' "� fo`�iu�`tion� � t�.. �:`�?t�, �� w v.�. �` Y � Parent matl's: �110 ❑Outwash ❑taastrtne ❑Aqwium ❑Organic ❑Bedrock landscape position: ❑Summit ❑Shoulder ❑5kfe sbpe 0 Toe sio�x soil survey map units: HCC:2 slope '? % directian- , �r er �,.?�;w f a�R"���:�'�`��' �z,�yY�;, Q,�j a+� r�, �.'� _ `� ;��'^' z;.. ���^9 �P'� L'IevaGon 103.1 Depth to SHWT G2" De th{in 'Icxture fragment 9�o matrix color redox color consistena p,�ade sha e Q-2Q sandy loam I OYR3fl-IOYR4/3 f'riable Weak Granular 2A-44 ciay loam I OYR 413 Finn Moderate Prismatic 44-56 clay loam lOYR 5/6 Firtn Moderate Prismatic 56-62 loam lOYR 6/4 Friable Wcak Prism»ia 62-78 loam lOYR 6/4 lOYR 6/8 Friable Weak Pnsmaiic Camments: . ��Yft4'�d��;�� N.i�Q.I,�IIOk ,�r,s.`.'1"rµ '';�s�yr.i�c�f..:. bll ``(�,A41 ti'aA'7t��r��G-�t`u+.i'�,v.r '4S'�,�-�%isai��. ��y. .x ��"9 ❑�'= L•levatinn 101.7 Depth to SHWT 66" D th(in) Texture fragment% matrix color redox color consistence de shape 6-30 loam-eroded 10YR3f3-410YR4 Friable Weak Granutu 30-d2 sandy loam lOYR 3/2 Friable Weak c,ranu�u 42-54 sandy loam I OYR 5/3 Friable Weak Granutar 54-66 ciny loam t 0YR 5/3 Firm Moderate Pfismatic 66-72 ciay loem tOYR 5!3 lOYR G/8,IOYR 7/1 !'irm Moderate rrismecic :,.,. - �� yr�� .., 7SS.FC37�(�1IBtR����.i�1'0�10ii�.�«.��.�?.�h'��!'wsr�J4�'.�.F��e�f,0#��t10��.3 �: 1�`;���d R is+i:�. �3'1�' -rr:, ,X7+'�-'urn ...�i A. :�t��::'.�.'�. !l�id n�? OO ��9 ❑%t F.levation 103.4 Depth to SHWT 70" De th(in) Texture fragment% matrix color redox cola consistence grade shape 0-12 toam I OYR 3/2 Friable Weak Granuur 12-36 clay loam IOYR4/3-10YR5/6 Pirm Moderatc Prismatic 36-56 loam lOYR 5/4 Frieble Weak Priematic 56-58 sandy loam lOYR 6/4 Frieblc Weak cranwu 58-70 loam tOYR 6/4 lOYR 6/8,lOYR 7/1 rriable Weak rrismatic /hereby cert�thts work was comp/r[ed in accordnnce w!!h 6fN 7080 and any local req's, l��-6�� 5-�4-fr�l,�v ��c_ 39+.F Designer Signnture Company License N Soil Observation Log _ , . www.ScpucRcsourcacom vcrs I2.4 � N .� � '.,�ii 'Y kd'.y.���l' "" FtYL.zj •-. � • • .,.- H✓'t i _8 -�+_\ { r i.. ;!`I.�',�,�ti.,. �i�: '�.',�'..�.cr'ds'..i,����L?,�,;�s:�'.�i.'tQ1F')1811,�1. r�: �41 .��.��: � . ��}L l.�::.y�-,�(a,,����. .� _ .,�z,... ,.m� Properry Owner/project: Taryn Kelzer Date 12/2212015 Property Address/P1D: 755 Ferndale Rd.N.,Orono :r _ ;, ,. ;,� _ � „ "� ,�s�*+}.�f:�;..".'��;.�.��iC�StF".e`�i�o id' 'i�er#o'�a�e�'s�itt`u� ;'> .. :., ,. �� . . • ' :�;' __. . .. _ .. ,� _ .... . ,:.�' - Parent matl's: [[�Till ❑Outwash ❑Lanistrine ❑Aihrvium ❑Organic ❑Bedrock landscapc position: ❑Summit ❑Shoulder �Side slope �Toe sbpe HcC2 ' soil sunrey map uoits: slope % direction- ��:�'�Yf`{'il" �-..� f .�, �. . . - .._p' � +���t y.y� �- y nq �g .. �.�.v.:!-� .�7 � .. ,� �.. yy� -r.:. u_.�... �..s..� �'��'..'.�, ti '2. _r.a H01�. � J -. ' . ._. r ��M� .�Y � ��'r '�,,��,�� •�'. {�;.�ti'`�i�-'� :=E . ut^,h'�..a Y4„i{, �B0""9 �P'� Elcvation 101.4 Dcpth to SHWT 62" De th(in) Texture fragment'Yo matrix color redox color consistencc de sha 0-24 sandy loam eroded I OYR 4/2 Friable Weak Gnnuls� 24-42 loam tOYR 3/2 Friable Weak �mnoiu 42-b2 loam lOYR 52 Friable Weak Prw�.i�c 62-68 loam lOYR 52 lOYR 6/8 rriable Wcak Prismatic 68-78 loam I OYR 5/3 lOYR 6/8 Eriable Weak �r;smaiic Comments: �eor� ❑� Hlevation 102 Depth w SHWi' 65" th in Texwre 5ag�ment% matrix eolor redox wlor consisoence de �de 4-I S loem I OYR 4/2 Fimi W� p� 18-26 Ioem lOYR 3/l Friable Weak Onaular 26-54 eandy loam lOYR 4!3 Ft1abla Wear Grmalu 34-65 loam lOYR S/3 Frisble Wesk Prismute 65-72 loam lOYR S!3 lOYR 6/8,lOYR 7/1 Frieble Wealc prtmwk ❑eor� ❑� Elevation Depth to Sqqrr D th in 'fexture fragimaM'Ye matruc color cedox coler comistenu e �5 loaae looae b��A 35.50 fliable woalc � pi,�y >SO � modecate w��ak o�ar dgid gtrp� mmire <.445 loate looae �t„ye�.m 35-SO ��0 � �� �n' �SD firm moderate �� P�Y rigid ytrp� mauive 45 loose loote +y,�t� 8ieble woalc 3 j�� firm moderate v�o r� � ��g auuive Q$ �Q IOOSE �� 35-SO frlable weak �rac�w.r modcr �� &rm modew0e v��� P�Y �ja �g mariw d5 loou lowe s��t� 33-50 &table weak g�annfo >SO � modaate P+� o�►Y rigid �trnng "m'�"� /henby cat{�y fhLr work wats eanplued/n acrnrdonos wuh MN 7080 mrd mry local►eqb. T���•�� �4'�P'/'�sCN.S<� N.P{� �_ nes��ner slgmaae compeay ucease tt Percolation Data Sheet �1• t�d' C�'. (-fb ._ �; ..� .... z . _._ _ .. � .F�i"`aff.fi-.,., .. --��,'� �. _. _:: ro��`%'.��{ Property Owner:Taryn Ke[zer Site Address: 755 Femdale Rd.N. Orono 2':: 2n"eraliRer�olat dit�infarmatlon 5� z3t�?�;;�',�:;;��, � - �� ta����'�"*�ti:���t;..` "?f::f DiameterC�in Date prepared and/or waked: 12/7/16 Method of scratching sidewatL• kNfe Is pre•soak requfried'? es `Not�equlred fn sondy soils Soak'start time: �:�3 pM �ak'end �Z:�PM �p;q� hrs of soak time: Method to maintain 12 in of water during soak knide 3�Rer a at on:'�e t�Aat7S ",�*�s�'f�#��6fi��++��1�1�;,g�," ar ,Kx��...�e -- �- u+w.��� rrc.sa�r+�ta:-3 Q.�r Test hote: tl1 Location: Date reading Wken: 12/8/i5 Etevation: 103.1 5tarting time: 1:23 Depth": 12 inches Soil texture descri tion: De th in Soil Tezture "12 irtches for mounds&ot•grades, 0_12 sandy loam depth oj absorpdon nrea jor trenches& — — 6eds Reading Start Time End Time Start Reading End Reading Perc re[e %Difference pass (in) (fn) (mpi) Last 3 Rates t 1:23 1:53 6_OQ 2.25 8.0 NA NA 2 1:56 2:2b 6.00 2.37 8.3 NA NA __ 3 2:27 2:57 6.00 2.50 8.6 6.7 Yes Chosen Percolation Rate for Test Hole#1 8.3 mpi Additional percolatlon test data may be induded on attached pages Design Percolation Rate(maximum of all tests)= 8.30 mpi � Additional Percolation Data ��!'G��'�d�fj���if`���8� ze� "�tae,y�y�yk�jt � `'� �,�';� Test hole: N2 Location: Date reading taken: 12/8l2015 Elevatfon: 101.7 Starting time: 1:24 Depth'•: 12 inches Soil[exture description: •'12)n.for mounds&ot•grQdes,depth Depth(in) Soil Texture of absorptlon area for frenches end beds 0-12 loam Readfng Start Time End Time Scart Reading End Reading Perc rate %Difference {in) (tn) (mpi) Last 3 Rates Pass 1 1:24 1:54 b.QO 2.25 8.0 NA NA 2 1:55 2:25 6.00 2.37 8.3 NA NA 3 2:28 2:58 6.00 2,50 8.6 6.7 Y� Chosen Percotation Rate for Test Hole tt2 8.3 mpi _. Qercq(atCo��i�st'Dpfa.��}u�.+����'��' �����'. --��- � ...'. . , _ . . _ : .rE-..'.:` Test hole: f13 Location: Date reading taken:�Elevation: Starting time:C�Dep[h": ��inches Soil texture dexription: ••12 in,for mounds&at-grades,depth Depth(in) Soil Texture oj absorptlon aren Jor trenches and beds Reading Start Time End Time Start Reading End Reading Perc rate %Dlfference pass (in) (in) (mpi) Last 3 Rates � NA NA 2 NA NA 3 _.... Chosen Percolation Rate for Test Hole/t3�mpi ' d N C � � � . � � �1 • �il O 10 . � ��'V !! 4 •� � ' � � sj1 � .$�� � .`` ~ . d ��� • M � V Q O� Y � ' � � Q h . r �, h . o s�m � � � � • 8 � .YI h D 1 � " � � � " �� � � � . � , � � r �' � a � �'� . .� 0�� .��� � � � . �y • �� . •� 3 � ._..w � � ' ' . � � p� � � .. ; - . . � . � . . : } o� � �� : �° u �' � � . � � �x� � ' p . � g 3 � a � i � Aa � . . � � �\ � � � � , � w� � . ,� � � �r -ffi- � _—� :;=0 �'~��'L_ '� .�C� y 1 :,``. 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(\ • $ii .7 Qs" t 5 • SCANNE • CITY OF ORONO PERMIT NO.: 2016-00661 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 06/22/2016 (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 755 FERNDALE RD N PERMIT APPLICANT: PIN : 36-1 18-23-11-0028 KOTHRADE SEWER& WATER LEGAL DESC LYDIARD HILLS 12059 WHITETAIL AVENUE LOT 003 BLOCK 001 HANOVER, MN 55341 PERMIT TYPE . SEPTIC PROPERTY TYPE : RESIDENTIAL O CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(PRESSURE BED) OTHER INSPECTION NOTED: PUMP AND ALARM MISC FEE' MID LEVEL INSPECTOR REQUIRED �s tt NOTE NEED MANAGEMENT PLAN SIGNED BY OWNER OR BUYER. CONTACT BRIAN HUMPAL FOR ALL INSPECTIONS AT 651-492-7550 BUILDING INSPECTION RECORD 48 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. CALL FOR INSPECTIONS WEEKDAYS: CONSTRUCTION HOURS: 7am-8pm Weekdays&8amn-8pm Weekends&Holidays INSPECTION TYPE DATE INSPECTOR DATE INSPECTOR PRE ROUGH-UP 5/30/17 BH ROCK BED OR TRENCH/TANK 5/30/17 BH 5/31/17 -- AS-BUILT HAND DRAWING BH 6/16/17 FINAL 6/16/17 BH OTHER —pump f4(-gty 6/16/17 BH INSPECTION COMMENTS: See attached inspection details IN ACCORDANCE WITH CITY ORDINANCE,NEW OR SUBSTANTIALLY REMODELED BUILDINGS SHALL NOT BE OCCUPIED UNTIL ALL WORK HAS BEEN APPROVED,AND A CERTIFICATE OF OCCUPANCY HAS BEEN ISSUES)BY THE.BUILDING DEPARTMENT. THIS CARD MUST BE POSTED AND VISIBLE AT ALL TIMES UNTIL WORK IS COMPLETE.