Loading...
HomeMy WebLinkAbout2016-01412 - septic , . CITY OF ORONO * 2 0 1 6 - 0 1 4 1 2 * 2750 KELLEY PARKWAY DATE ISSUED: iU09/2016 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 770 LAKEVIEW PKWY PIN : 06-117-23-34-0011 LEGAL DESC : LAKEVIEW OF ORONO : LOT 8 BLOCK 3 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(MOUND) NOTE: MOUND SYSTEM PRECAST CONCRETE TANKS 2250 COMBO OR EQUIVALENT 1300 LIFT APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 TOTAL 400.00 HAYES&SONS EXC.INC. Payment(s) 263 82ND STREET S.E. CREDIT CARD 5293 400.00 MONTROSE,MN 55303- (763)479-1762 Minnesota State License#:sept-L640 OWNER Of:Norton Homes MAJKRZAK,JEFF 6985 OAK RIDGE RD CORCORAN,MN 55340- AGREEMENT AND SWORI�i STATEMENT The work for which this pertnit is issued shall be perfortned 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 sepazate permits. Al►provisions of la�vs 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 a8er 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 revo ue cause. � � - � - 1 L° /�-U �.���,� `/ � � ��.t� Appli t Perm ignature Date Issued By ignature Date 1 � 4pN City of Orono Foit c�'nr uSE oN�v � P P.O.Box 66 ��_ �_ �/ 2750 Kelley Parkway Date Received; f'�. ,� Crystal Bay,MN 55323 Permit# / a� � s.� �'� Phone:(952)249-4600 t�KfSNOQ'� Fax: (952)249-4616 Approved By: Amount$: � � CITY OF ORONO —SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Site Address: C��, V �e � !` � Owner: /V�r�v �-. �-�-c�rn �s S Mailing Address: City: Zip: Home Phone: Alternate Phone: �,, , _ �- � . Z n Contractor�App:�� , �-� -� � � �`��� Contact Ppers n: I-� �� ,J Address: � 3 � �d- �� State License #: L. (� � � City: ,��-r��s-� Zip: �5�3 ro3 Expiration Date: 2� � �Z_ Phone: __�'/�Z ��� 9 S��U Alternate Phone: �� 3�'`�'7� " / 2� Z �Residential ❑ Commercial ❑ Other Tanks: � Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other: Number of Tanks: ��O U , � Size of Tanks: 'Z Z �v Lv� lo-o �ol� L�w�' ,�fy,'�- �'� �� ��.�-- Type of Activity: � ❑ 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 i y �'��"��� � "• �:�s, .',.z ��, y �,�r'`� ',,..'�y.3xrM��'�, ' s� ir�.?y '°?.s"w�`�-✓yyz n,^ k-��„'�'F{;-._ n +:" s:',"t. "�.. -A:#r ,�`�.�t �. .�:� ;.�.s.�,..� New or Replacement System $400.00 ��a � . Repair Existing System 100.00 (Tanks or Drainfield) Total $ T U� �- 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, t rec ,- Signature of Applicant Date: //' 7 "/�j MPCA License No.: � � �C� Staff Review: �A cept Denied Reviewer: � Date: �� � l� 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 . � v `a ��� � ��� ��� �� � -' -- 60 �'� f�' ZZS � � `� � Jose h Olson D.B.A. p Z�- � �� Rusty Qlson's--Soil and Per�colation Tes�ing �6� --�t��� Josepi�J.Olson--MPCA License#$10 � 11=�81 Riven�ietv Rd. �`E, Hano�=er,1VIN 553�#1 (7b3)�98-$779 Fax(763)498-8290 TtflS SYSTEM tS�ESiGNED�Oq September 23.2016 .,-�L BEDRdOMS. ��Ij�j�$�'�j�(jM�� source�and capita� OF BEDROOhddS tNVAUDATES THIS DESIGN, 770 Lal:evie.v Park��•a� Orono, Hennepin County This on-site Seu•aae Treatment System is partiall}�designed for a Trpe i,tive-bedroorn horoe in accordance�+=ith the Minnesota Pollution Conual Agency Chapter 7080 and local ordinances. The periodicall} saturatzd soils�+�ere located at 16-'�0 inches{mottled soil).Due to theperiodically� saturated soils,a pressurized mound system��-i11 need to be insraited to treat the septic effluent_The bottom of rhe treatment area must be located at least 3' above the saturate�soils. DUe to iimited space.The mound rocl:bed must be split into tu=o 2�faot rock beds. The absotption area of the proposed systems do not o�•erlap. This s�rste�n is desiQned as a non-levei pressurized trench system using�ate vat��es to equalize the pcessure_L`se 70�3 inch perforations on the laterals. The soils at a depth of l2"ha�•e a percolation rate averagir►g 10;V(P[. All neighboring welis are located greater than 100'aci�a}�from proposed treatrnent area. A?�SO gallon septic tanks are to be instalied,All tanks need to be insulaced if there is less than two feet of cover over che cop of the tanks.G1ean outs must be installed on the end of the laterals for maintenance. A 1300 Qallon Darn�in nrecast pu►nping chan�ber musYbe installed to iift the eftluent to the treatment area. The po«�er suppi} and stivitches must be lacatzd ouuide the manhole and pumping chamber in a u•eatherproof enciosure.A�varninti device must be installed�;�ith light and sound devices,this is in case of a pump failure.The manifotd and suppi}•iine must have bac{:drainage to the pump chamber. Keep alt hea�y equipment off of the proposed treatment areas before,during and after construction With praper installation ar►d maintenance.this sy�stem should have no problem in treating septi�ef'Fiuent effecti�el}�.Nothing oU�er than ara��„�ater,(la�ndn�,shou�ers.etc:)Human��•at�r and toilet tissue should be disposed of into ihe septic tanks.Garbage disposaJs are not recommended.Additi��es must not be used;they ma}�cause harmful damage to your septic system,it is recommended that:vou pump tanks every nvo years. Sincerel��, CITY OF ORONO Ioseph J.Olson SEPTIC PE IT PLA E IEW INSPECT R • � DAT ! PERMIT NO.�0( -Ol�f[Z . A PROVLD AS SL;A:NiTTEQ � A!'PROVT:D W(TN CORRFCTiOhTS AS h'OTED NOT APPRO�'F.D-CORRF,CT&RESL'B41I'f Thcse commcnts ure I'or your infonnaticin. All work shall be done in t'uii campliunce with•rtl upplicable septie and roning codc. krquiremanis including items not specil'ically natcd in this review. l�LLh THIS PLAN SGT ON 51'CE AT ALI.TfMLS ::�..:. - 11f0`J-1�'l AO" LJi.ilO �—f'� �._._i__�_._ ____ _.ia�..,'___�_.T'� '__.�._._� -_. N13°SZ�'W 1 !r ��� ' ` � ,' t � S` ;�f .' � / ' �--..� l i� � � ' ��� � ��' ��� �£�£� - ; � J ' . j� '� s`1 Gdtr,�,� �rS /�= 1 J r�; \ . ;�• ^ 1T' � �.�4 '.� �i Ri�8+1+��\ ;� ,�s.cyc �;~� . � i. �0� ✓✓ _ ✓.— � . ��� €�r� � 1' . � '� ,�, -' ' '': �-�`� ''. .� 3�� __ _ ���� � �'` �: / �'�> _ _ .ti'�~ �� ~1����� — � � �J�•�b U.::ry,c:_wnen�per__�--- �/ '�rJ'k� 1`i.i � � � tt+r y��er ��LFN£.�iw B=��rD1d[� �� A f, � � . f . �r,�#.�ti ���..�.:�a raq ' �� / ..�,/ ,}'���`�� � r� � �' . . 14�'�� :' � 3/�j� `,. ��°a�°.'����-:q ,4.,� ,_ _: " ,��,,, �' jr: / � BL�CK 3 �" ,, �. ,�j�� �>� / �, > � , . v �;.�.:-�-a ��.: .,. / � `�` �� � ,�� f` �. z � { •...�� � �� � ./' ��_ Ia�� :r„ . . � ' - �i� `�� � 1+ >r y�= `� �.•� � ,� � }�, ; , �� � � �FJ ! �. �• ' - �:�..m-::;.�,- �' �.�� � �' �` :�. � � T 4� Ji p�- 4�ei- � ])' t�:.��I.:iO,�F.i � • �� } �S.+�t t Si1�°"] .. . " 9h / ,, 9.2 '�+. �� ` .� 7: � Q�. ���`°�u,,Y J ;£�`�\� ;�1��� �� o ��+�" �� ^� a.:' `.,—,. ' �' »n � ,; � a ` �l � 3i r,G r. J, � `� r-r J _ �-£a� � �l � `, «f`d � �. {`. /�. �-_ ' '-' (n� �� ` _ �n - Cs7.7,7 � 1. � . . 'r .�„i�y . • � t�'J� :e7, -�a_.�� .r r�. i ae:.-/`���. _.. 4c-sr�,r^,r��r .r a4r !'� �trw^� ..t>-2.�f:c.� t� � �.�� _ n t ss�t�+� � .E' � { � . � �.: n ,r�^c t�rs � C R ,' .$ fiA • ' 'n ���x 9 lt\ j . _ : . Jl, -� ! �sF`'p l�� - A • . �� L.^ . � l ` - _ )TS;n, . f911'JI ` ' t. q ` l�/ . � l' a�G � f . f / `�G.W.r�' d i y 'F-ti""'� :� Ss ! � a 3_..rg'�''C' a�' \ �5:3"st�'/�'-11�- �,J • �'� , f ?• � �+I . 1• ' T•� " b . !yY} s�. � ' y i q I i `�� F -•`--. � y� �s 1 �� � 4.�}U� �: }y / F, !` , �'t �' ..c �� �..a {Y^,'j' i <f ,� ,, \` : ____� �►,r.�:��� , J` � �\ i r .� ��� j� , . r „g�°' ';; ! ` �. - � �, ;� �� ' ` � �l �° �r� e :�� � r: / � �► �., ,�— � � '4,2a,, r � !� � �`�9.�.� , `�; 1 f J � �: � � i � ' ,4'".,,`'�-� ,b , r �;y> > '�y�y 1 �' , , �'' ,'� i , ,, ` ' f� ,J� 1"" � /jvi _ Jti:.P��.is + � l.ot� C �, ! a 1 � . � ��',f 1 f � i� ���� � - � .`y � � �_ �, �:p}t. I�'� , �. ,..' • t3 f�� `` � _�>� ` ..;� !. � ` � �; •. .r� ;�j / �: � \. w �g+,N''�� S� , Q+��. ' ` � �f +! � . ' j s r � � 1� � �;:. ��. ���� ����"� � � �f� . j'. � � ` q � , j. `�� 'b� .y s� " `` � � a � �` 5�= ,, y >�f � �.����, r� -._ r.,a. � � v�_ \ '�� .�r ... • '� O; J... ; � ` � �' � � °� � � ' _ y # ,� � � �� ti � N C ' � .� . '��. � :8 �� (�'^' +4 .. .. � . , - �fi .L�1 ��. 7' �13. .� .fl^ �' � ' � . . . - .. . - �w �..:� �; � � � C '� � :,�,� _ �.. � p � �,: � t�.► ; I.yy ' �' t� '� " �+. )s ��? t� � � � i�'' �i � � .� � `;� --o v • * c � ` ( � . � �. ,�P'i �n k � � �� � � � �.,� � 1� •� � . � � #� (� � �. �' '� '"' � . _ � � � �, a � a, �r °�' � � - - .� � w' �. ..M . . . - �w.�..�� � � � � Oi. '�,., �C tt � n �' �' 't�� 'f--r' �' i-� " � � � � � 3 t� � �" � � � � a �° t � ^" .r'T - � �� �. �, � � ;� ;� �. � � � '� � � ' ''� � , � �. { � � �� � � � � � � � �r� r +.+ ; � , � � o. � �, " I , �� � ,� tiP1t � � g �; , ,� , � � � � �• � ; �, � � � t,.s�"t �� � $�, u �: �' g ,�" ,� t, � �� � h � � .... �^>� !� �, ' � � � � w � , � • �` �6` i�s, 3 � '„c� '�', •� � � �� � �'' � � . � � � %s �' $',' .. � � � � � p � � '� '� � � � _ _ i . � � % � �s, � �:.,L ,�'`e..t � � , , � �:°P t� . St, tiJ. ' � � � �: �� � � � � . . � . . . . � �,,,� 1+ �_ . . . ��-. . r:.. . . . . � ' ��� ���1 ��'' .Q . }.r-_. . . � � . . � * . . � ' � � . ._`' - . �...� '.. � � � ' . . . '� ��*� . �6 . � . � . . . _ ' � . . "� � . .. . . . � � �. � � � .• . �# . . I .. � �� .. . . . � �. . � . � � � �� : � . �. , � Q � � . . - . . �� :R'. . , . . . . � . ' • ��'� . � .; , -, � :.� � ° � . � � , � �� ._ r J � � � �" ;� � � � i �i*��i. .�w �" . � � 3 A- � � � � � ' ' . . _ �_ "( .� � ,�'����- .. . . - . . .r � � �:. ;� . . �- - �- ���: . � . . � ' ;��������� � �� � � � � a � , �c , ���� � � � ; �" ` , �..�4 ` #`r�:,R•` � � c ,� �` � L-�� ��.� � � ,,,� . . .o 1 n ,,�j� " �f�'�_.� �' µ, j� � � , �a � �, � � �- �� . . _ . � . �a„��� Mound D�esign ww�v:septia2esource.com cvers is:2, Prope.ecy Qwner: $ource Laad Capftat Datec 9/33/2816 Site Add�essr 770 Lakeview Parlcway , _ PIB:. U61:17233400.1;1 Commerrts: Prirr�ary Site . _ instructions: ��=enter data � �:adjust.if desired �= com�ter calculafed-DO NOT'CfiANGEt r� �bedroom Type � Residentiat System _ �� �GPD design ftow s► Yes Garbage.disposat:.or pumped to septic 50%.iacger tank wiEh muttipte comp/tanks ;i 3250 Gat SepEic Wnk(code minimumy 2250 Gat�ptit tank:'(design size/LUG req'd) Tank optinr�ss none s� 't,2 GPDIft�maund san�`toading cate : cantour toading rate of 1? . req's a min. �ft:iong rackbed i 10:0 ft mckbed width 50.0 ft rockbed length _ r.a 3.� ft taterai spacing 3.0 ft..perforation spacing {mmaiUmum of 3 for both� end feed mani�otd cor�net�tion g� �tateraCs 48.0 feet[ong 17.0 {�fs/ laterat 5.1 : perfs total. (f/2 a perf ineans the'first perf starts:at fhe mi�dte.feed manifold) � 7/32 i�ch perfs at �feet residual head gives 0•5b gpm firn+v tafe per perforation for this perf sue&s�cing,&pipe size on line 92, ma�c perfs/iaterat= Q,tine#8 must be tess--> GK ioi 4.0: doses per day (4 minimum) _ �r e 150 , gatlans per dose' ,(tceatment voiumey _ 2.U0 SX i�) 2,00..inch diameter taterals.must be used'to meet 4x Pipe voturne"requ#remeM 2,Q0 3x �as �feet of 2.0 inch sup�y tine teads M Qgallons:of drainback valume �T'ip:"top feed'manift�td to controt the drainback� ia� 198_ gattons TOTAL Qump o[[�t volume(treatmer�t+drainback) �s� 17 .feet vecticat liR from.�xur�p:to'mound tateraCs,leads to a: ��) 29; GRM Q 30 #eet of.head, 'Pump requirement (note: >9.Ogpm may requine an extra 3-6',of head) � �n �gat Dase tank(code minim�sn) t3E10 �ai Dose.tank{design.'size I LU.G req'd) at 25:44 gpi `leads.to a i s) 7:8 inch swing:on Demand itoat, or timed dosing of G.8 m1r�ON (confi{m ptirtip rate with QeaWdown (this deiivers Average flow,-70%of Peak,desagn ftow? 9 hrs OFF t+est and adjust as necessery) ��r i2 inthes fr+om botfom of.tank to:"Pump OFF"float: ^03 20 inche5 from bottom.of`tank to"Pump�A!`ftoat;oc' !2 inches to'Timer ON"float if time dosed ��� 23 inches trom botkom of tsnk to"Hi level"fl6at,or ,33_ inches to"Hi Leve!"float ff time dosed �?i 714 gaitons reserve capacity (after Hi�h level Alarm is attivated) f. �.45_` gpc!lftz Absorption area Soit Loading Rate, wfrkh'gives a mound ratia of 2.7 (minimtim}' (this must:match the soit boring iog� ' desired mound ratio 2.7. �o� 11 : percent site stope (0-20;K range) li (�downttope site stope,.if different than upstope) �� �inahes; or 1.7 .k.to Redox or:otfier limiting tondition (need at teast 12"Co be a Type I) Treatmen#zone contains�inches of 0�soil credit,and Qinehes of.50%soit credit. Giving a: ' � tb; inch,or i.3 ft. Sand LiftMound CRI'RCAL FOR fUTIJRE CE#t7'fFtCATIONS!!! 2�� 27..0 ft.Totat ABS4RPTtON:width . (with sand beyand rockbed`as foi(ows:) �si 0.0 ft:upsCope and sitieslope 1.7.0 ft Downstape tndividuat slope ratios:'give BERM widths(Copsoii beyond rockberl?of; _ �s� 4:t upstope ratio 9 #f, upsLbpe Derm 30� 3:1 sideslope 13 ft.sidestope ber�s , �� 3:1 downsCope 20 ft.downslope 6erm �t Overalt Dimensionsc 10.0 ft.wide by 50:D ft. long. Rock bed 39 , ft.wide by 76 #t. icing,Mound'footprint 4" inspe�cion pipe ��'cover vn top: � 9 � U berm Downsi �� 20 f 2"co�r on sides '••,,,,,` f b"��&o".topao� 1.3 C[ean sand ii#t _ - - 1,7 ��; � r:e; ,� t.; t� i:.t �. 3�.a:. ���.w,�.i4.yyg.., �-" ._..._,.._ . .. . . � � .. � �� . . A ion W�dtl� ._> 27.0 ...._�. ..._, ;__ �__.__ __ �.. � ._._ te� Far 4 to �96 slopes, .dbsvrptran i�i�Ya�1°h is�ne�s�e�from the �edequa�fy in b+�th direttions. - �or sl,ope�s>t�b,.46�ptlon l�lo�this rr�easured cMwnhilt frt�m th� to c�f Lhe 8ecl,> _ 't�s Pe � 331 ROCk Bed: 1,0.0 �f�by �:0 ft:by ��inches untier PiPe,p[us 2�9K gives 17 .yd'or"1.4� 24 ton �ui MoUnd Sand: (noie:voturr�e is based:on 3:Ii4:i slope f�or�i top�f fvctcbed,Exchange sand for loamy tap:if desired) 19.t up t 6�t5 downslope + 9 3.i ends+ 34.9 under roek= 163 Yd'or`1:4= 228, ton _ ptus 20% 3sj L,oamy Cap: ' ; 35 ft. by��ft. &"�ep,Rlus_2�gives �yd'or"7.4= 78 ton � TopSfliL- 39 ft. 6y 7� 'tt: 6"deep,Ptus 20%gives ��Yd'or't•+►= 42 ton i hereby certify that I have tompletetl.th�s work�n actordance with ali.applicalsEe ord�nances,rules and::laws: Rusty otson's 5oii ft Perc 810'. 9l23/20i6 g�Signature _ Co�ripany License# Date 5i.. Instailer 5umrnary `2250; galion 5eptie tank(minimump 7'ank opfions; none �u�,�arger_unK w«n muiup�e cnmpi�anns �300 gatton Dose tank(minimum) at' Z5.49 gpi 29 GPM @ �ft of head, Pump requi�ed 7.8 finch swing;on Demand flaat. which Cran�lates to roughly 4.9 inches of#toat tather length if time dosing is required -> . 5.8' . miautes ON time& C�hours bFF Lime 20 inches from bottom of tank La"pump ON"ftoat, ar . , '�2 irtches to'Limer ON float 23 inches from bottom o#tank to"Hf Level Alartn'or 33 'nches to"Hi level'atarm' if dme.dosed 285 ft. of I:0 inch supply{inE with end feed manifold connection (Tip:'top f�ed"menifotd to confrol drainback) 1.6 ` ir�ch,or 1:3 ft. Sand lift.Mound 1Q.0. ft.wltk.by 50.0. ft. lor� Rock:bed 3 laterals 2:00. inch dinrt�ter �48�4 ft. tong; 3.0 ft. lateral spating 7/32 inth pecfs 3.0 perforatian spacing No Effluent fitter�alart�t� 3 ctean oui ft valve bax asssmblies 27.0: fL.To[al sand AB50RPTtON widEh (minfmum) 0.0 ft. upstape and sideslt�pe (sand`beyond rotkbed,minimu�n) 77.0 fL...Downsiope ts�rd bey4nd':i�#�uei3:�S�irnu�, Specif�slope rafios give BERM widfhs(topsoii bey�nd`rockbed)af: 4:1 upstope ratio 9 ,upstope berm _ 3:9 sidestcpe 13 .ft.sidesiope berms 3:1 cl6wn5iope 2Q; ft.dotwttslope be�m 4"inspection pipe 18"co�rer fln top � U berm _ Dov+msto be'rn� Zo 7 2"cover on sides (6"�oe�tt►y cap dc 6'topso� _ 9.3 �lear�sar�ct tifit 1.7 �F�-�.2 ��, Y, � � � ._ � ,�:.; _� ..� . � .. ,,� .. -�.._.. � !-„'# is +.`.'. E�r:_�Ci'i� . ,.�-.... ....;..�.._ ..... ..,.....__ _ _...�„._ - . � . i4bsa' �iot'11Atitlttt 27.0 "�R _. _ _.. _. ._ ._. T ..__ , Note: �or 0 Co 1%s(opes,.4bsarption Wldth is measured from ct�Bedeqctatty+in bott�direct�ons, Far stnpes���,Absra►ptlan:�fd,th is rneasured downhiit �rom the upslope edge;af the Beoi' R�k Bed: 17.0 Yd3 or'i:� 24 ton - 6 incMes underpipe t,Aound Sand:. 163 Yd'or'1.4=; � � cattulatiort based ot�3:1/4:1 slqpe from iop of�oCkbe� Loamy Cap: . 56 yd3.nr"1.� 78 ` ton `6".deep Topsoit: ;66 yd3 or*1.4 , 9Z ton ` 6°�R. tNSPE[TaR GHECKLIST - r�ound f�U Caftevi+ewr parkway � t4"EL�.:scn.bacls: 20'to preswre tested sewer ti�e {5 psi for 1 S min.) 5Q'to everything 1IXY W.dispersat.area with.shaliaw well PROPER7`Y Ll'�ES se�bac�: :10 to everything R�d se[bac{:: platted: t0'prap line. Metes'8 bounds:auL of road easement, or outer ditch. LAKE.!BLi��F se[bac�: 20'for biuff: Lakes:GD_, itD._,NE ` Profected wettand._: Buiiding secb�cls: 14'for.everytfiing, 20'for dispersat arEa. v4'A'tER 1,INE under pressure�i0'ta bed,tank&sewer[ir�e. {etse sewer line> 12"beiow) Q Sewer Eine&baf.fle connecxion (no.90`s,-3'betweet►45's: stope m3rr:1"in 8',max 2"'in 8') {no depth req's, ctean out every 100', Sch 40;Pf[�) D Septic tank antl.risen (water tight, insutated,P�P�T�P�;exi5ting;verified by pumping} mfg 2250 gatlons none Rfser over outiet; riser over inlet.or center,and 6"*inspection pipe ovef any remaining bafftes. No efftue�i filter£t atarn� ` Dose tank risers and�iping (water tigt►t;insutated,prqper depth, drainback} mfg 1300 .:gattans D dose PumP 29 gpm 3Q lxad VERIFY PUMP CURVE b.8 min:ON 9 hr OFF ❑ ftoaii setting drop 7.8 inct►es at 25.5 i "DESIGNED" 4.9 inches C�SP . approx ftoat tether length 198.0 gai dose. divided by gpi "1NSTAt.t,ED"= inct�es ftoat drop(f�ld corrected LABEI PumP.requiremerrEs and drawdown on riser.or panet _ Cam iock reachabGe from grade-30"max. J•hc�ok weeP Frote. Suppiy Une access (no hard 90's) 2A inch suppty P�Pe=Sch40, stoped 1!8'+; supported by 4"sch40 steeve or tompacted, and buried 6"+. : spEice box J'convot panet i eLectricat connecEions flow measurem�nL CT,E['M,.time dosed,hame-water meier mound absorption area`�ough,;up ,rtround rock dimensions- 10:0 X �0.0 'Sand lift depth `16 inches: (Jar test:,2'sand teaves�1/8":siit after 30 min) D: Absorption Sand 6eyond rock' Q.0 a�tope 17.0 downslope � Bermed tbpsoii be�nond rackbed 9 upslope 13 . sidesiope 20 downslope cover depth of 12-18`+ _ VERtFY 3 taterats (1-2'from e�ge of rock} 2.QD ir�ch piQe a9ze- :(Scf��q0 P�Pe&fittingsl 3A ft lat�rat spating 8 7/32 'inch perforations : 3 b ft perfora�tion spacing ,Air inlet ai end of taterats; and at top feetl man�foid if necessary. YERIfY ttean.outs: (no hard 40's) 4"inspecfion.pipe to`6ottom.af.rock,.`anchored YfRlFY Abandoi�existing;ystem-if necessary ��Re-use:existing tank cectification moaitoring ptan anci'type �rvett a�ndonment forfn =i#necessary , � _..:..�..kk��1MlR�Y''�1dA,�+ : Syrstem Elevat�ans �-�-�� _, .� � -� . .,..._ b�nchmark -R �` _ _ � � _ _ � �wr •��.MOUf'1�d � tGrad�etev�t�ons are existing. If a laamy cap . . . . Q� . . . . different iir�al grade is desired it should , � tatera! be showr�and descril�d here.� ` `� lacattom rack � grade �a�t�►slo�rock berdr '.,,; Sl�WF (a#upsbpe raGk beej _ '�-�;:,�_ _ :..,�� -�-,..-... ��` 1 1 _ � 1 - ~x ....� , � � _ � � �' t � r r � � 5ewer pipe exiting house 5eptic Tank Septic'�ank (ir a�piic�n�) Rump Tahk � Grad�e � Grade : Grade Grade �ipe �.�., iMet tnt�� �ntet Tank bdfom __�__, Ta�k b�tEom � Tank bottom _ L�of So�i orinas _ License#810 Location ar Pro}ect:Lc�t 8, Bik 3 Botfngs it}ade byc Rusty�QIsoR`s Sati ar�d Perc tes#ing _ 6NtZQ14 �lass�c�tit�n System: AAS#i0 ; U�DS•:t1�DS�CS X , llnif`�ed�; Other _ �tuge�used(check tvsr�a�:ii�nd_,,X _ .or Power��l'rgh#,:Bucket or Prai��XT Boring N�m#�er :t,_Surface elevation,;,_,;976.� AAoitleii Soit at_'t.3_feet d"-6"i,7arlc braMm loat� 1 Qyr4l2 : H2fl ptesent at_�C` 6='t6".Browr�ioam 10yr�f4 18"24" Rus€y brown loam 1 Qyr5f4 Sori�rg Number�!5urface elevat�on_97fi.0 Moltled Sof�at_1:5�feet 0"-6»Dark br�+im loam 7 Qyr412 H2�present at ._X_ 6"-98"Bco�nrn toam 1Oyr�4 18"-24'"Rusty brown sandy loam 1Q�rrS/3 St�ring�lumber_3_Surtace eteva#ion_561.5 Mottled Saii at_1.7 feet ��,-10"_E3ark birown toafn 10yr412 H20 pr�senfi at_,X_ 10"-20"8ra�arsr loam 10yr5/4 20"-28" Rusty browm ioam t ayr5/�4 : Boring Number 4�,Surface e�ev�#it�n_��8.7 11�otti�d Soii at_1,7�feet 0"=10"Dark brovvrt lo�m i0yrdi2 N2t�present a�_X_ 10"-2{i"Brown iaam 10yr514 20"-28"Rusty brov�m toacn 1 Qyr514 Boring Numbe�_5_,Surtace etevation 975:9 Moitted Suii at�'1.7_feet 0"-i t3"Dark brown loam 1+Dyr3/2 _ H20 preseint et,_X� 1U"-2fl"Srawn loam�Oyr�l4 20=26":Rus�y b�own toa�io'ciay toa�'i{3�►r5f3 : Baring NuFnber_,6 Sur€ace eleva�ion�959.0 Motited�i1 at 1.7�feet t�"-#tl"Dark�t�ovrtl ioarrt iflyr4l2 ' : ' H�0 i preserr�at,�X�. ` 70"-?0"$r�nm iUarri 4Uyr�t4 zo�-��~��ry�co�, ioam �oyr��a _ _ . Bonng Numt�er_7�StttfaCe eievaUon_963'.5 Mottied Soii at;�1_7 feei 0"-10"flark latovim loam �Oyr412 H20 presenf at`X! '10°-24'�Brown laam 1 flyr5f4 ZQ"-28"Rus#y:brc�wn laarrt'f 0yr514 i�ercolatian Test Data Sheet uc:#8zQ Percolat�ng test readi�gs made by: Rusty t3ison's Perc:starting a#12;�9 P:M. Un 7J02/14 Locatian: Lo#'8, Blk 3 : Hole number:i Date hale was pr�epared 71tit114 i�epfh of hole baitom_12°_: inches,Diame#er o#hol�_S"�inches. Sc�il data firom'#est Moie: Depth,inr.hes �oi)texture 0-8" . Dau1c browtt loam�0yr3l2 $"-12,• : Brown loam 40yr4/4 Method of scratching side walt: Knife ' Deptt�crf gravel ir�botfom of hoie 2'in�es: Dafe of'�nitial water�tiiing 7l09114 clepth of ist�ial water�illir� 12 inches above hole 6oftom_ Method used to maintai�at ieas�12 inches of waler dep�h in hWe for at ieast 4 hours Automa#is�ipt�on Ma�imum water depth above hal�bottom duri�tests�inches Time Time De h Qrop in M20 Perc Rate 12:29 72:44 6" , i.9 7:J 12:51 1:Q6 6" 1:9 7:� 1'_0'� 1:22 6" f.8 7:� _ _ AVERAGE PERC:RATE 7:9 MPt Percotation T�#[)ata Sheet Lie:#81:0 Percotatinq tesf readfngs made b�r: Rusty Olsaq'S Pe[c:st�ltltlg at'12:99 P:AA.C?t17lQ2!'{+4 Lacatinn: Lot 8; 8fk 3 Hote number:2 �ate hole was prepared 1101/i4 Dep�t�#hofe bottom�;,t 2"„_anches;�iarrieter o�hole�6" incttes: Sc�i1 data from tesE hoie: Depth, inches Soi!#exture < 0-8" Dark brown lvam 10yr�l2 �"-�2" Brown ioam :7Qyr�14 ` Metfitod o€scratching side watl: Kn�fe Depth o#gravel ih bottam c�f t�w�e 2 inches. Da#e of initiat water filiing 7ft�1114 depih of in#iai vyaater filiing i�ir�ches abvve hole t7attom: Methad`used i�mainEain at leasf 42 inct�e.s of waier de�h in hole far at least 4 hours Automatic Siphan; Maximum wafer de�th above ha�le taotta'n dutir�t�sts 6 i�ches Time Tim� Depth DroF in-HZO = P�cc Rate 12;3U 12:45 6" 0.9 16.7 12:5t! t:05 6� f�:9 tfi:7 1;£�8 i:23 S" 0:9 i 6.� _AV€RAGE PER+�:RATE '16:7 p1 Pei�t:otatio�Test Data Sheet .. Lic.#8�0 PercWating test resd�ngs made by: Rusty C1lstan's Perc.5tatti�g.at a2;19 P:M.�r►7tQ211� k.acation: Lvt:B;�ik 3 Hoie number:3 Date hole was pre�red 7/Q1/94 Depth o�'h�te boitom_12"_inc�r�s,Diam�er of hofe_„'8"�inches. &oif da#a from iest hole: : De�ftt. inches Soi!lexture 0-8" - Dark`brown;ioam'1Qyr3f2- 8"-�f 2" Brovwr toam �f ii�yrAl4 Method-of scratct►ing sid�wall: Knifie Depth raf gravel in bottnm c�f hvle 2 inches: Date of irtitia!w�ter ftiling 7t41I1�4 de�h af initia�water ftlling #2 inches afmve hoie.bottam: _ Method usetf to tnaintain at Ieast i2 inches of water deRtt���r hole for at teast 4 hours;Automatic Siphon AAaximu�vrafer de�h ahove hote#�o�dur�ng tests&'rnci�ees Time 7ime Depth _ Drop in H20 Perc Rate 12:31 12:4$ fi" 1:5 ;; '#O.fl _ . . . ..� '�Z.�F� " . �.U�F S7p . . - ' � .�:�� . � - � IV:� � 1:09 1:24 6" 1:5 7 0:4 ; AVERAGE PEt�2C. RATE _ , iD.O MPL Per�lation Test��ia Sheet Ci�:#81 U - Percotating test readings made by: Rusty Oison's Pefc.statting at i2:�9 P.M. C1n 7102f14 Lvcationi to#8. B{k� Hote namber.4 Date hole was prepared'7I09fi4 Dep�h of tt�fe bottom_12",,,_inettes,Diamete�of:hole_6�i�ches. Soil data f�m'test ho)e: flept�;tnches Sail texturs �'�p �8�lf bf�W/T'�QBRi 1 V�l�J'Z 8"-12" _ Brovvn ioa�m 1t3yyr4i4 M�thad of scratching side walt: Knife Depth af gravet in bottam of t�Ale 2 inches: Date of initial wa#er filiit�g 7lU9!#4 'c�epth of ic�i#ial water filling 12 inches above h6le bo�iom. Methai used'�o mair►tain a#,iea�,12 iAc:hes nf wat�r depth i�hole>for af ieasC 4 haurs Automa#ic Siphon Maximum wat�r ctepih above hote boriom�iuring te$ts fi incf�es _ _ Tirne Time DePtf� Qrop in i-F2t3 Perc.Rate 12:32 12_47 S" 2.Q 7.5 '12;48 t:03 6" 1:9 7:9 1:10 1:25: 6" ' t:9 7:9 AVEf3AGE I'ERG.:RATE :. , 7:7 MRt � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED � Z+�U ADDRESS G�E�� OWNER TELEPHONE N . CONTRACTOR � DESC�irnoN Q[y �`d/`���ae5�%a�r t~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'WNERICONTRACTOR TO MEET Y�OU:_YES_NO � COMMENTS: � a od�f�S' i''�-t..Tl S ��i.N1� QrG ��El t S+� �. � 0 W '� � Q � � W aC � , d W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE � ❑CORRECT VMORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECTYYORK,CALL FOR REINSPECTION TEMPORARY V BEFORECdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-460� OwnerlContra site: . Inspeator: Whits CapyllnspecMr's File Canary CopylSlte Notice �� %%�� DATE TIME ITY OF ORONO CALLED IN ��— S �� INSPECTION N TICE SCHEDULED //ia —�� � PERMIT NO. � -d� ��c�Ereo / ADDRESS �� OWNER TELEPHONE NO._ �'?-l� S-��'J�L� w CONTRACTOR � DESCRIPTION �1�C��G�_ ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3 Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z dWNERICONITRACTOR TO MEET YiOU:_YES._NO y COMMENTS: � - � r� �•� I l � 0 � 2�- 1a X zs ���. � � s ° � —�lar� ,T�S�c � /� �i':/sG � .�cra W � � Q � � W OC J � K SATISFACTORY:PF�CEED ❑PROJECT COMPLETE ❑CORRECT VMORK�PROCEED ❑ISSUE CERTIFICATE OF OCCUPMNCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERINO PEqMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Catl forthe nsxt inspectfon 24 hours in advance. (952) 249-4600 OwnerlContra on site: Inspector: Whlte CopyAnspecMr's Fib C�n�ry CopylSM�Notie� � )� � �a� (/�'`-�' DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE r/ SCHEDULED � � ���d PERMR NO.�h I/�/ 7 I� COMPLETED auonEss ��� v ' pyVNER TELEPHONE N .!'Z � CONTRACTOR S � DESCRIPTION ���/� � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINO Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL �TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑COMPLAINT � ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP 41 ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ S IC INSTALL ? OM1NBtlCOffTAACTOR TO MEET 1DOU:�YeB_NO �i COMMENT� 4 ;"_"' <'�'S� ` o ! — %� �'6 ;',� ;' �.L. �. , � , , � , �, _ �- � �!-fG l� � c� i i! S (LI �i f i,,, i�f'^ , W L OC Q _�� : � _� ^ , i ��i � '� �/:� j `? i ��11 � �,z W 0C , W ❑YMORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑OORRECT WORK 8 PROCEED ❑ISSUE CERTIFK'.J1TE OF OOGIPYINCY O ❑ppppECT WpF�C,CALL FOR REINSPECTION T�APORARr V BEFORECGVERINO PERMANENT ❑(�ECfUN3AFEOpNDI'TIONWITHIN �0�1�• ❑pHpTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER P08TED.CALL INSPECTOR ❑pTATION ISSUED ❑IN3PEC170N REQUIRED.CALL TO ARRAN(3E ACCESS. csM tor tne next inspecH�2�t nours�ednanoe. (952) 249-4600 � on site: ' � �11Sp9C10�: ''�1TZ�`�; ��"t Y� . / � � WMI�CoPy��V��FlI� C�n�ry CopylSlb No11e� A 'CITY OF ORONO CALLED IN _D// / TIME / INSPECTION OTICESCHEDULED ii—/ "/ `.'Le PERMIT NO. OMPLETE' ADDRESS7 '7fc }1& i z° OWNER / TELEPHONE NO.41?-6" -9-Ss� CONTRACTOR hint d . % - i DESCRIPTION / W ❑ FOOTING 0 DEMO-FINAL II SEPTIC FINAL 1A. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ElSEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO c• COMMENTS: .1 i /et/Z-C1 ii 9 SfA; cc -, j / tt ' .-lief ma/ — 0 e o .` gfi(. c: C74a4 JS C1. 0c-1/ ✓/ci•i 1` „A// _j W ICArt'l r�1 `'f gz2 f3/ 13�`h-' c'r •,/ /.>.i iletiSO7 z Ser fly , c 0/7 0I€ .S %,s - "-i, l e W z W cc 0 WCC 0 WORK SATISFACTORY:PROCEED COMPLETE IL 0 CORRECT WORK&PROCEED 7ROJECT SUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT LI 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 Owner/Contra n site: Inspector. G r��'( -�'4: White Copyyllnspector's File Canary Copy/Site Notice