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Septic permit-2007
. ' PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P10806 Crystal Bay, Minnesota 55323 Permit Type: Septic (9�2) 249-4600 Date Issued: 6/19/2007 SITE ADDRESS: 340 Big Island Unit# Excelsior,MN 55331 PID: 23-117-23-32-0003 DESCRIPTION: Proposed Use: Residential Permit Class: General Se hc Pernut Sub-type(s): New Septic System Permit Type: P DETAILS: Approved perresolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Able Excavating OWNER: Richard Hanson 15630 Old Brick Yard Rd. 970 Iris Circle Shakopee,MN 55379 Excelsior,MN 55331 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. .y-'. �� �1 ��1/�� 'f PLICAN3'iP IT SIG ISSUED BY SIGNATLJRE Copies: 1-File(Signatures Reguired), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 � � ��srs������ �/��o� —����C -� �.,,,BEDROOMS. �INqtEASE f�!NttMBFR �� 2 -b�Z �f 61EIMQQ�tS MNaLID�S IHt�OESIG� �-!�d_ � CITY OF ORONO SEI'i'IC SYS']�E1V1 PER1V�T APPLIC�TION Box 66 (2750 Kelley Parkway) Crystal Bay,Mn 5�323 JOB STTE ADDRESS � �'I� %�' � � � � � c� Occupancy Type: Residentil! Commei•cial Othea• Pea•mit Type: New or Replacement System �100.00 J ��� �x� Repair Esisting System � 50.00 (Tanks or Drainfield) ,� �G �0.50 State sui�chai�ge �dded to above fees � r U�,. �� * See fee schedule foi• non-Y•esidenti�l permit fees ��� ( O�mer's Name: �• C � � �1� S�ti Phone Numbe�: ���- � `t� -� 30��S I�'Iailing Add►•ess: �t�0 � �' � C;��t City: ��Cc'i5.� Zip: .�"�33 l Conta�actor's Name:_�"�° �X�` A�'�`}�f� ` Phone Nuanbei�: c',�e?_Z{��,� -��/3,,2 IVlailing Address: r � (- �',�, �= �lJ �3t <�` [: �/d. City:S�,A�.p,�c'�� �ip: � S 3� `� Y** D� t�t01 NIAII� PA�IYIEI�1'T Z�'�'T�i 3'HIS �PY.�iC�.TI�N�** G�NERAI, INSTRUCTIOIV'S l. 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. 2. Permits �vill be issued only to contractors holdin�a Minnesota Pollution Control A�ency(NfI'CA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system desiQn. Desi�n reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet siQned by the Ciry Inspector. 4, The follo�ving inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverinj. C'. Drainfield trench installation prior to coverina. For mounds, inspection is required after rou�h up but prior to sand placement (sand will be jar tested for silt content), and a�ain durin� pressure distribution pipin� installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (���nere required j components are iunctional anu conipiy with cod�s. �. Individuai holdin,��CAInstallers�,icen�e shall be pres�nt durin�a11 inspections. :=��=�-�oA.��� S30$1�� dS 9'QQil11'�C� ►`o�• a!l i�spectio�►s. ��������+� . It��f 1M�'A��#� ,�'��C�;;`��.,,,,,�,,, �#�4��t�f�it�����1 NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. ll,� t�" l. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installinj the following: A. Tanks: Precast Concrete Other Manufacturer �%� ' � �C' Tank Capacities: 1) j pCx; jal. 2)/�avc"- gal 3) jal S7�o �."F"f B. Pump Station (if required) Pump make & model (attach pump curt-e 8c literature); system desijn requires gpm at feet of head. High water alarm make & model . Outside electrical work to be completed by installer electrician other. C. Treatment System: ��� Trenches: s.f. I �l� l�Iound Depth of rock below pipe " Rock bed dimensions ' x ' Drop Boxes Sand bed dimensions ' x ' Distribution Box Pressure Dist. Pipe Diam. " Manifold Pipe Diam. " D. Final Cover/Topsoil to be: borro�ved from site (show location on site plan) � trucked in The undersigned hereby applies to the Gity of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with ordinances of the City and the regulations of the State of IVlinnesota,and certifies that all statements made on this application are complete,true and correct. Signature of Applicant Date: iVIl'CA License I�,To. -------------------------------------------------------------------------------------------------------------------------- 5��$;f�e�ae«�: ���rova9 �enfi�� ��-7 �'��v��g��a-o �� �' ��� ��te: �—����'�—' l �e�so�a ucaa• �P�a��: ONerrcc ��rs►os �i. OR�NQ I:OPY JOb# NaRSQ TArAT'M�MT F"^QQRI►MI 9C' ..�`"%f Un�versit� of Minnesota Mound Des9gn Workaheet C�e�ter than 1q6 6fope� A �LOW Eskim�kd �a Lrl rr.�.��ja. ZL� ,r 225 �d(see frgure A-1) or rneaswed �,V��� x 1.5(sataly tecbor}Y o gpd �. SEP71G TANK LIQUID VOLUMEB SepG�tank capac�Qr ���OpO galbns(see figLre G-i) ku�nbor ot tankslCompar�l'►ertt8 , Ff�uer,f Ft7ter baslno) �_ �'+ ._,..,,.�.�..�...r: G1 Sepfic Tqnk G I In GaAons NurnD�of Minirrwm Cepaciry wi;h y C�pciry With e�oom5 C aci. Gatb.01� . Dis�endkiR ��$$ySTfM (S QESIGIVED fOR 2 a�ess ��'�,;�� � t�26 , : ";''•k;.>'�' 2_BEDROOMS. ANY tNGREASE IN NUMBfR .� x a e 'r 2� . '. :' '� Of BEORaW�1SlNIYAUl1ATF„S��1tS DESiGN. ,; ��,,'.,.�, 7,8or 9 '� e 90W ,...._ . .E`' `�`-'�l���- C. SOILS�Sife evaluetim datq) l, QepN.torastricrtnglayer= y� 2:0 feet 2. Oapth otpercdeti0�tests= 1'2 in�es 3, Tex�ure 1� a, Soil bading rale(see CJgure D�3J 6.G0 OP�ry' p��4 Q�� P�cclasonrate —„T 3 MPI 5. 96 La��d Slope 22:� � D a0[K LAYER DIM�NSIONS 1. MUI1�ly everWge deeign RaN(A�by 0,83 to oD1�io required ae�ot rode►qyiq:Itarn A?i 0.83= 22S �d x 0,83 Ra/g�t� 190�ft� 2. Oeler�n(ne►xk 4aya+'wiQCl �0.63 R`Igpd K line�r Lc�a�fr�Ra�,e(I,LR)(sea l�R cha�r:t) D.@3(t�/�pca x ��� 92;00 = 10.0 _ft lLR Chart � � Perk Reb � L�_R C120 MPI �� <�;2 �-12Q MPI crQ 3, I..engtt�ut rodc Iaye��erea dvided by v�4m� s90.0 R� 1 ta;o teet= 10,0 ►t ('. ROCIt VOLUME a Multlpy rock er9e Dy rock depth b get cublc fept oi raK • 190.0 X 1.0 (t� 13D.0 }C° 2. Oivida h'-by 21 tt�ryd'to get cublc yads �90,o r� � 27 = r� y�' __.. , +�t�oRa�t� 3 �Au�tiply cuD{e yarde hy 1.4 b getweighl vlrock�lons; l�EPT'IC�'Eit T I�i�Y �' 7^0 yds X 1.A taa�yd' - ������ � ��$E����'�rrrwrMM�MM► ,�t�►aov�a,ts eua�trrt�0► ,�r�o wt�w conR��1ilt�i� �T APPROYBDyCORRECT�1tSSII!l�N1' �RONO � Page 1 of 6 '�M��+M��r 7'olx'i�a� Nt w�t d�Mil�. CQ �tlwtsa�ptiaee M�ai���e ae s�a� !Ap{u�ilems ao�spooiflc�{tY soro�tfR1U1t1�Mw► �,A�1t�i'R iN1�t+A��iM►YWIi� F. RBSORPTIOhVYIDTH � f�baorplion ralip: ' [:_:�.�_� � 1 D.bGarptioh widl�equals ab�orytian ratio dinas rack fayrar widUt 2.00 x 10.0 it - 20.0 It C•, t1�lJIdD SLOPE IMqTk 6 LENGTN(Gtester than 1�Yo� , T. �Jo,�ral�ab9ap6eo widUi=�^�q6on widffi mifws rock la�'er widlh ,.-,_ __20.0 .--Feet • � 1�:?_...._`teer� _ r0.o�'t 2 u�icqiate mouncf size uPSI.c1�E a.�eqtli of cleen s�x]at upsJope e6pe ol rak�ye�=3(eel minus Oistance ko rss4�ic(fh�IayP!(Ci! w 3.0 fi - ��_ 2�C ....._�ft.� �!O�ft b,tibund heiflht at the upslopB ec#ga ct roVk lay�r�ckr;�kn oP clean:2n01or soparefion.(G2�) �t Upslopa edge RIuS deplfi Of mck Ia1er f 1 fooC�In dep81 of cova t1 fot�!S � n��rt,�+ns �C� R c.L�lope b�rm ntuHiplier based ai la,C slope�sea fgulu D•3dJ ,�„_ $elc�ck+d 6enn muHipiier. I 2,0;�4 w_..--.—..___ d.UoslopE v�=bent mut6p�ier(G2c)times u�lopo moun4 h�i��tiKG;s�): � Z.08_� x ...._,.... 3� P, - 6' �ff D�1:1rt�5LC1P� e.Urop in eIBv21lGI�_►oek layer Ui�:iLti;D2)Cmes percenC{enc4�lop2(;,;�i I 190 � 16.0__ 9 a �....w ?2.9, °b �100= 2 z ^f� �.�o�ra:�,ope maund heighl=dep�of clean sand frx slcpe�iCterence(G2e) a[�uvnislopa focK edQe Qfus Cle twund A�ighl ai ihe uFvr.iace edGe oF�cek layet{2b),, 2.2 R * �.._..-3D__.,_..fl= .�.� 5.2 �fl u,Oa�,vnstoqe br�m multip��er D�ed on percent tdne s�cqe fsee��;re U-34) Saie(:ted beR?t mukiplier. � � 8.�,'2� 1 Dawnslape widl�=downslope m�R.�p�ie�(G2�GmE;s dom�slope n1��n0 haight((32Q. __... 8,42 x ---- 6:! � = _43.8...�h �.SF'e�:t Vrealsr ol Gt ar�d 02h as the dc�nslope widtA II3.8 `ft j Tot�l m0und witlitt�s the 6un Cf upslape(G2d}'�Vtdth ptus roCk luy�'.Y Yl(�Ul(CYI;pl��da�,nc;lopo w�d8i(02) 8.3 . h' .,_.�... t(i 0_�.._.R• 43.8�_R= 6C.1 ft 4.Tatal rnound l�ng���i;;the surn ef���iope wtiQih(G2�plu��PGk Ii�ygC i�IlQht(93)Flu$u�k,ipe wtdlh(G2dj 6.3 R w „^T19.:G it+ E.3 .--fl= 3"I,6 ^It � Final Dime�Siorls (slope�1"l0� ���� �01 R X 31.6 R �haryby.eAily Il�i ell work hac boen comple0ed in ar,coreQnce wi�all ex,p��eable ai�nanc�es,n�les d Ix�rs, _� � : : � .r ���r.i l�'!�nat,:ra� ---��-� Olcans�s�) ��LrTL.�_(date� _�..,_...�,_.....,.,_:�:_.__�—..�.�-- --- Pqr�e 2 0�E � . � � � �.�Zr��°9��b�� SUMMA"�Y AP�'RAISAL R�PQRT MADELINE HANSON�STAT� suavs�r dreawrNG oF�e sus���r �i�r� ', ' j ., �, ;,.•.V f :: \ \1 \� . � .. " `'�y�`�� �� � � ,��1 \ � '�� *, r,`` � > ,� �:r �a �� � � � '�� � '�'� `�'`'. / �� �, �/ , -�G� Z / �V , �/r�/ . _//�,.ff' / � f� � t �� . , ,��� . r -' . , - \\ � � , ;o / � �•` � ` '-%�� \ .1�� F A � - ;� � � / pv�ea) ��a y r 1��jl�'� �'�t . �, 1 -�p � `"�'� �r� � ; . � , ^, � � � •;+ ' �,, ~v �`, ` `.' : u„r��� � � '� ��n P � '�'; � r-��� ''` "� D�, �1 � � � ` , ��`y',\'�n�� ' . � �� � \•y�_ . �4 '��\'re, ', . � ,c��; �. r� �. �����" '�t � ���.���r "� i ,�� �. ;v+�,'y. ��y \ ! .•��� ��^���~ 1. � +'i.�'+,��� k 'r.+ �'s. _ 1'' � `¢��'r d�r�'�t ,'.,J'�'�1�� � \ ' T Qb'r'''�� � ,;;, '� ,.� � �i�,�,',��,,,,E�J Y '':.e..�2�'p�, . ,���• � `��" �^ � � � ,_� �• �'��� r.`��':;? �,"'�'-.�s � ~�, `� � ' � .� � ��r�,�,�,� � � ��: r,v � 'r/ Gax=' � j - � ., , . . . . � � �... _ � � � � � � � !!! � � � � Page 20 � � �r� Y � ` � � `. 6 � � , r/ ' \ ^� � �„��, � /� ����j` �� � ' ��a r ' • ��§ f � � � '�� 'g�`, ��� �` � �t� r , � � '� ',� ' �, ,,��Q• / � / � � •\ � //' ��%" / / �: / ' . ,\ �/ / / u � '� �,.:'�/ � \ ` - "� � '� , � : ' �, � � � ��I, - � � �� � � -� . \ h / i� p�° ` '.� � � x� � � �� /, g ,'' \,, .. � � Q �, ; � � ' - � � •,` � � � . ' �� a --�-z �g{,`�i�^ � ��.� n �'°'�. \ �3 e' u' \ •( a�� � �b m� � ��, � � ��� / : � � r . ' �, ��� � ', �� '� =�s� , , � �+ � q c � y ' � ������ � � � � � ��� �� � � � - �� F � � ���� � p G O �rn � � / ,�-��� 2 '�� ; � ` ) � / � ._...,.,. H. 9J4NDVO�.UFA� ' i. � Up9lopa VoNnne� V�umo und0r rockbed+Oovmslopo VOIUIr1i e Upelopa Voiume�(d�pch or clo4n eenQ-1�z(�ope berm) x(nmund laigt�)12�:w z.o e x s.a _ � x ��.s� ft �a � i99� � b,Vol4me Uftder�oCk7E,�: (evel�q9 dep�1013af1d Ut1dET Iocl�x(fockbod��dCt�)X(mcv�lnd IeRqlh�=1fi 2.1 ft x 10-0 R x 31.6 Tt x B93.6 ft c.Downslppe Volurne; (depth ai clean sand�1)x(downsfopebenn)x(mo�nd IengUj)�2�K9 6.2 ft K d3.B R x 91.6 Fl/ 2 m 2908.8 ft' � Tota)cubic feet � 37G93�� fi�. � � uM1��d�n'ny Z�n'ya'a�e�o�n�y�rds � �Y9g,2 r7'r = __,�,,,_ ts9:8 yas� �. ti�u�t��l�cub�c yerds by t.4 Eo aot v�;gnt or sana in tans 139 B ydsa"1.4 4�,� 195:A tona 4 Add 10�'o rd COc�lAchabitity 195.4 tons x 1.�= 21a;0 lons A•1 Estimd�ed 6ewage Fbw3 jn C3PD ' ...,___._.,�..;._r.___— ---_�{o.of 6c�►ris C4ess I Clesa II CIas911i qess IV 2 � '" �25 ;,�,.� ,;•�f1° 6096 0l 3 � �4 �� "!�,;j'��Y� ►� �,s � � �,'�� 375 .',`,��„ ��� �� V�IUeB 5 ����I��, 450 ' , ,�r ,f;�h�}i',z�y1�' in ihe 6 �, 5z5 "�d�'��;,� (�assl, � 1 �� �� 690 ' ���9;�j�� il af II � B ^____r 875.. . _ ,��� cqlumns v-33� non vv�a�n sizi Teble __, Perc aete ssu rex+,iro �"" "io�ai�g Re�e Abaorp�or, mpi 8 dl�R RaDo CoErse sand ':����''°�� <5 Loar►�y stu►tf .:P;�1. .���.��� 1.D6 Mect Finosana '.'`��, ' ,�' 9-15 S bern ....._ '.';t��pai.: 1.50 1BA0 Lo+Yit ^,_..._, %'i";,1�� _�., 200 31-05 Sllt t,oam.Sill :•'rr�.�r,.'�"'��� 2.4A d9•60 C18y b�ll,51 '" .";it% " � � Z�6� � n,a���;i j��, ���� a �oam r�'i,�;,;, " �`' 8t.920 silly or 3erRdy ,��6, << i;���,�,�;�'����p, � ' C'IaY or qay a q,ui°,;t+`r � . ,�,�, . r12J' ---- '`��'� '' , � "Must ba olher a amance. Page 9 of e � � nos�No cHaMe�R stz�t�c��ioi2aro4 Ail Mxed recfertpke mudbo anfsr+a USeB81 Will DC co�a(IlakO. WWIh } Oe�rminA erRa R,. Rec1an91a u�a�L R W --- fl x ��A � � Rz � � �e.,srr, � ���ieorea�a.t�k►adlus �� 3.14 X 'fl� O,D R� C. Gcx a�ea Irom rnanuiaaura r�^ Radiva 2 Caiculaie ganoro per i�di Tnera ere 7.�genlonsper aa0�c�oi of volumQ,tnerefine muitipdthe area(tA 8 or C! uff�as lhe�ltuereion laolor a�d drvidc by 121nChe5 per fao�la wlallpto gglion pe�ineA Surfaceare�x7,6112= 0 +� x i..3 i iz�n�rt = �s.a` senonpor�nm l�al7aek; - �00 g�llons cr 3. ceicuia�w iaal�nu vmuma � 100%lhs dslly 1loW A, ds0���om botlorr,ofinlvi p�Go romnk boaom = L '"°�m orAltern841�g Pump9 E Yotal t�nic vdume d a�n irom oodon of Inlei pipe lo iankboti�m(a4)x�al7n(�^ � 48 In x 11 0 gallln= Sos.G- paI(ons d Calcula4e pellm�to awer pump(wilh Y-3 inC;�eS ot�str�mvanng pump) (Puf/R1 Eib b10G�ft219h�+�IChlS)k ORllp�(}�linGll ( ' 19 � 21n}x 11.0 �gaU�n■ 231 b,�pallone 5 CdWi�le tqt�l pu�pwt volume A. se lecl pump gre h�r 45 doses r dape y. Gella�psr dose=pprJ!soe Fipura A.��i m�,pxr aey= y�g�� � ��,�q= a6 �gellons A-1 E�dmaeo0 Swne.i�owi ln 6PD �~ �~~ �-TO Yolurtu ot llqul0ln Pipv �I N,rmberol . ����.— PipaOiama►w iqVla�oal Baorooms �s�ss i Class 11 Clew lu Clacs iv i+srJ��rs iions __ 2� 225 9 0 GO°b of " 1 �OQ5 - 3 d5Q 300 ��6 Ihe 1,25 0,078 4 600 375 �� laluas 1,5 0.11D 5 750 450 254 m the 2 A 170 6 900 525 332 Cls�s i, 2.5 D.250 7 1a50 �0 370 ' II ar II 3 038� 8 1204 e75 409 oolumaa 6 9.680 w,,J 6 CatcWg�e ErelnD9dc �.Delermlr�elvtalpipebnpt� 950 PI �-���*.,��,*�� z. 5elermi��a�►alum¢olpipo. O.W7 gsliftl�howrE•ZUl � �l 3. D�einDedcquanUly= 99,D R(be1)x _�_ 017�r.yallh(59?i� '�z _�� Ir;,: �� ".n4n:��r•y�o : � �� a +a�� tti ��� ,.'� ;: 7rnai pump out volumw n aoee vaiume j•e�a�ndadc(563) u .���" j`;t� �"'_ a5 palbn�• 182 p�llone■ _ 61,2 �,qel ,�[i t 4. Cd�=�irata Ilriat eepar9Qon distnn�(usl�p 1obE pumpaul volume) �c.0 _,'�;^I';1 ly �� TaHI rni^'�volume(5:)I geVi:pcli�7� �¢E, . ,.-..... ,s:F' �tl 6t,2 48l I 11 D aQir� tt ...._.. 58 mGh ii 'f'��fi:4'. •.•i"' 11 ..._,� f�C�t� %',,''�,;�.?" i, I F� wvr-n��v,•rirr�vrrq Y. lF� 7, caiwiaiewlume loralarm(�ypica0�2-31nef�vs) �cc.aa�su,�cc��w..�.,.�,�a;;e;�;�,+I A�ar,ndeplh�e,cn}xpalloNind��2) _ �3 ^ in X 11.0�,gaVln = 33 yai F. �s.MalO lordi g21fo►�9 b 96111on9 ovef Pump(4j i pallone pumpoul(5C)w g��ons alarmi77 , 23s.o �a� � ____ 81.2 pai- � 33.0 �ai = , _ 325.2 _�ai s. r��ank dcptn=caat a�uona(81�palbr��in(�) 325.2 _6allonsl 11 peVin = 296 �n RecanmaNleA Gair.u!nia eeservec�paCC�ty(76°bollhe Oaily Ilow) C,ei ticwV x 0 75+ T26 K 0.75� � 16$75 ilorrs ": i ce�Fby ceAi�r Ipat I�iave�roTplebae�hywork In amortlsnce w:(�afl eDp(I lo ordinsnpes.�ulem ana lava � �. �1��..,..�5+��_L.�9�iprrahue) ,�Q� (ucenx�l—Y�1�1" V (c�te) _-^-._ Li Da��p}1 � , Unlvers[ty of Minnesot� Pump Sel��.ion Proceda�re , 10l2510A All k�oxt�f ractanglee muat ba enter'ed.lhe�eet wii0�:3 calcula�ted. �7l..aa�Yc ,p���� �ew��e t. DetenninepumpcdpdWty� '1'«��•*�+�tir �!;'wOSItAhO GZ , A C#ravity Aislribution � �.Minimum requir�d cfischafge is t0 gpm 2. !�a�cmum su�A�ted�I$cP�t'gs i�d�gpm Fvr othb�e�lablishrroents at leqst 10°�6 grealec Rl�an the water supply�ate,pUI►Io(aster Ifian the raie at whfCh efTluent WIII qouv ou1 of the dlstriDuGon deviae. B, Pre�sure Olslrihu4en-see ce d�si wak�hesl S�u+reo��ra•��sva;vr� �2&SU � &p.xnr r �,hocg�a � f"�T-�•f h! � � total r�dp� � Selected Pump Ca�puity: 13,3 apm ;e,,g�- , ,,T,�, 2A �'c�vc,tksr.t ir�;wr�.:s�.��,_l:.__ doflo�a;c•ce) 2, Qetermin�Ta4a1 pynamic Head(COH) ��.=�-'� �; , A. Eleva;icm d�fference betwaen Wkmp and poin!�f d�sch�rge. .. . ` �'� ' 2o ree� .:. N�,:,.�. ,.._ . .._. . ;.... _,, �. . C� Specia�head requirement?(Sea�lgure-SpedAl Nead Reqdl�erno�tsi �`F""�f� Speaal Head Ftequl�ements L-____�_„^_� Greyiry D�acribuUan ort �. Fricticn loss in supply pipe Pressure Diatribution 5tt 1. 3alect plpe d�ametar �in Z. �nia;Fl�re�-9 w11h apm(1A or B�anG plpa dlamsto�(C1) ��_ Reed I�Ctlon Ioe$in feet 1001eet tran FlQure E-9 �•9 Frfctlon�ass in Plaslie Pipe F��tian loss= 0,13 fU 100 It ol pipe er 1�a ft nommal 3. Det�rrnine total plpe IengU,from pump c��al�arge to soil sys�sm drsohar�apoinl Fla�w Rate i diamete� EAJrtata bY addng 25 pecCenl to pipe le�qth!or lriaklon(oss fn flltings. ' 1.5" 2.0" 3" Pipe len �tlmea t.25=e4t►ivelent pipo len�rh ;����, ��G" �, ,��r ,�i�F'0'.11�,. �! fk x 1.25� 118.75 leet 25. 3,73 1.11 0.1E ���`,��o��^'�� ��:����';� E'`,Q;��:t �.Calculate total friouo�r I�ss by m�lliplying tdctlon faea ICZ) 35 6.86 2.o6 0.3 ��. �',l� �, ���; qY ti�e equive(enl0ipe lenqih(G3)and dvlde�}�/,00. �',.�l�1�;`[�]`�;� ���,���' =����� ��s�.� �/ �IWryl�:P�A H r, 1�5F ,7' '.D��; 1` /. Fria�cm L,o59� 0,�3 f�l100f� X 118.73 fl 1 100= 0,9 CoOt 45 11,U7 328 �f.4� � ;'����'� `���fi�4'� �;�';;� �:o;�° �. Tolel head teryu(retneni la the surn of elevaG�n�i�f6f�ence(A),spocial 55 Y 4J8 0.1 I ir{ction Ic�ss� C4, ��'���n � �s�'.���x���u��i � h.ead requiremer►ts�BJ,end @ote ( � �o +�+�rr, � 'f ����•����: 20 It +� 5 (C � 0.9 1� 65 6.48 d.95 -- ��- �tir �' ,'aa,i '!'l ` `xS�;; 3 %'� �4� Tote1 Head: 25.9 feel . 3. Furnp Selectlon 1.A pump must be selected!o deliver at lea�st 13.3 9pm(1A or B) . with at lea�t 25,9 leei of totat hi d(�2D). ..��._. �..�__....� I he!aby oertl(y thgt I I�AY9 COtttpleled this woCk Ih socordanoe with all appftcable';.�Q�inanoes,tules m��d laws. � � (signawre) ��I�,�__,.,rJ�i�ense#) `..1(�.�P�.�....._(��) ,. �,..,.....__., � Pa�e 1 of'I • Unlve.rslty of AAinnesota Presaure DPatributio�+Systvm Desl�n;- 101281C�d Q�1 bafo�..ivinnp,W nws!ba►nl�'a4.IAo rtat i.dl De as�UldtKL � ONs�re Hsn$Qn BaHa+c�e �, b2:�C1 nulnb�rc�[peKaraiv,d{aterob: � -►wa.,.na�.J��, P q0 G4UYa 2 Sslevt pectoretla!spacino= C�n „m... 9. &Ince Daliefaticxls 5hould not be QidoEA Ciose�Ihal 1 foot�o �•�'•-_....._:::d:ii�'s�'+*wii"x�a�.:�.�M1-�r:w.�r-;si����� I�e c�e ol the rock layer(see dlayram),9ublrect 21eet 1ron+ '�,:`. . �;"`-'��''�`;�""'�t` Ihe(ook IayeP le 11 �- — � •-•- •Z R• �7 R �:e� �;, „i%,.. �•,�w�.,�Y'wi.e•.r � Qelarmine the number of spacea between perFofallon$- Oivlde Ine{ettyth(3}by palfofqtlM tpBCing(2}9nd round boWn Qo n0areal whole nUrr�oG Pertoratior.sp�cing• �7 H I 3 ft� g ; 5 select per(orativn sizs [�Inc,�� 6. Fl�n�aar at 6arSoreliona is oaus�to one pl�a tAe numttr a�neaere�a{�eea(�A), •CNe�:k f�7ul�E-4 ro cssur�lfie nurnAerorpa�watiorl�perWlera�Bueran:eva �7056 diSCharge vene8ep. 5 spa�oe9•1 = � e petMf3C�Ons�laterel E . a� mqtn urn r ot 114 n per oratfons axlm��rn Num�r o �1 Inc perfora�t ons �per I�teral 1v uerrnleo<1Q1b dliCha e wrNt�on C latera!to guan�tpe<1os6 diaeNar�m varlaRloh _ ��i�r u�at'�ron Pertoia�f� � Spaamg Pfpo Dlprr�Ler 6Dacin4 , Apa Diernet�r i R " iaoh �1.�IReR �,6�noh �.0{ReR f�l 1 iFlo� 1.�lnc� 0.6 iP�R 2,0 ineh i �' �� 2.5 � ;���.. ,�;0: , `-'`'''����.�d';t� ;�,6,�.�.��;1��' �''�;��" �'• 1�'i�.;,',k�:��lla,��f�°;' ��°I�:��,x��,�> �,,,,0�,�, � 3.3�� � 7 '�� 1 25 . 3.� 7 a , 1 � 23 3�� ,�(?;�t'r; ,;�u,�1,°���'���ii9',';�'+�'L��'�'�� l�l��',9`'" ��., Q�,. . '1� ;1'a+��.�i^!�y`r,:��z��� .�,,� �4 V J t A 1�. I?<.`I' 1 �•`:�,";i�0 6 1� 1a 5 . 9 15 2���. .39 7 ,C,Total numbe►or peAofatiCna=peKoretlans pef I�fOtIDl(b)tlmes rAtmber o(�pterals(1}. s �pe�fs!let x 3 Wte►ak�= t8 pe�Ma�pons o calculate tr�e Byuare rootage per pertoration. f�ec�nunended value le 4f0 salt/9ert.Does not eippy t�et�.predas. 1. F�ok bed a!ee i rocic widN�(rt)x rnck len�t+(f1) 10 R k 1$ it� 19�0 lY2 . Syuare oot per parioreG`�al�Bed Ar um r ot peris(6) _ 790.O�Il� / 1e peti�s = 1D.6 flx/perf Q. Determina req�irod Ilaw rate by rnulfiphjing ths tolel nurpber of perrerativns{aA)Dy Ibw per pe�forat�ons �fi�ure E-6) ' , 18 Decfs x ��]9Pr►i I par(o m _ 13.3 gpm oral on DI a� e8 s smeter Ftol Inah�e 7/32 o.ia ���.���� ��;� '���-��:�;��� a. U6a9,Obaiteiop�OivHmlF�horr�ar D.Uso2.00N1(Of11RyV�l else ',,`°•, , ..:�.���"� �. 9. Q�Peri7llr►e Minimum Plpe S"¢� ' ' , ' , ,q. ManllolC on Ene. If fale�al�qre cvnnocled M header pipe " -' = . .,; Bs snown in`igure E-1,to ae�ect mtnlmum re uir ��-„�a� M�..�.� ""�� Q edlalsrel � ... " Mtweic..�...eaav',u"`,. ....... ...:.. di9rn�t��;anter fgure�-a or E-6 wuh perforalion apecin$�na nvmGer of peRoraUane per�eteral.Se1oo!minimum dlame�r �pr�erforateci bterals= �inohes kl. CeDter M�nifolQ. II pe►Co�atOd lateret ay3t�m i9 9Lt8Chod lo w'�`:'�°.wr�,�:�,,;w�"'_ ._., ' ... . . -- r:.a�:tofa Fipe near t►►e oentor,fiKa Fl�u��-2,perlwal�Isteral(ength(3) � � ' end n�mher o(p�forntiana pe��dlelal t8)wiU bv ippto�mately , ., �.,,.,;T.� � • . one hal�ol rhat M 6tep A. U51ng theao valuea,aelcvY "' ��. . � mirirnum diarr.eler for p��icrs�,ed I�t�rd� (�]�ncnaa • � � , . � ��1'=;;��; �� � �r�rP y certi I nevs oomp ecea r, ww m aoeo onoe aqc�cab'T'e oratna�,cei.!tu�s a ewa. _�""""�X � � E8t9�ture) �� (Iic�n.tiRyy) °��,�� I �{^� — �1EIl�'tdat2) I L , J �; � � � 4_"—_"_ ___'_' .�. a�. � -. .–_._-__–"".-.'" '.y 7 a � _. ..____.--� ._._..._. .....__...� � --�- .� � / i ( � } � � A � � � �. � � , � . A m � ........s....�..�._�._...--.._...�..._ _'.�.._. � � ' � � �Y e Q � _ � � � ' � : + M ' N �p � � � ._. ..._ O � f� 7 � � � _ � - _ � 'D f3 v � � � � 3 -� _ � � Q � - r ? d _ � o> � o a � � � � Q• � w 00 0 � ! � �' '��' .S.r � � � u � � ' ; m o � � Pj � �_ � _ � � � � 'v, s c o _ � � o � � � ! � �- � I � . = - � � ��. - � 1 f � m � a ` � � I � • ' - - : ° - - _ � � .. : . � = � �.. 3 e a� . .. . . . � . _ w o a � � � � � ; � ; � � : .� � f ' � _ i `� ` < i - � ' � ' p � � , � � ; : _ �' � ' � � _ � � , � : , � �� _..�.�......__,�.�.......__.....�.,.. ._.......... � � � .�.- - -.... j �� ;. ._.._._( , � > e-39 • • � pERCOLATxqN T�$� pATt� S�E� Teet hole locatian �J �E'O �� - -�sluMsd� Hol� �number ��� —_.--..,_..�....... �,.�,,,,,�.. �... llate cest k,v7.�. wae prap�red ���� ��G„Y, Depth of bole bottom, �L_..�ncl�es. D�p�leteT oti hole� ��` inchee. So�1 data from ceat hole: Depeh, inches Soil textuTe a ' � �' _�._......�D�:�G. �., `�ethod o.� ecratchin� aidewel2 ___��.�1"►r���_� w �„ nepth of pQa�-sized gravel in bottom of ho�,e, Y o� �ncheea DaCe and hor�r of in�.tiial water filling �,�� ^ L�_ _ �__� Depth oP initial water fi,lZ�ng, _ ) �. � irxch�a above hole bottoa►. Meci�oa us�d to maintai�n at leaet 12 inches of w�ter depch xn hol.e for at leas[ Qhaurs�� ..._— ^..,_... ..r Percpl�cj,on res�c read�nge msda bq � i r on ,� --��S�' � �/J sCarcing at �a, �� .� Maxicnu� waCeK dopth gbove hvle botkom (dare -------4'm' d�t1r►g tesc, �- � �nchee. Time Pexcolatioz� Time Intexvax, rtegaurement� prop 1n water raCe, Ramarks M�,nutes 1,nchea �eve1, inc.hee cninuces per ittah � ���.,_ � ._�.��• �� -- ��i �: Q ..�. ��1 • „�—�.��C„ ,.—�� � ._„_ _�./, � .�.. _ -S� -°2' �— „��� �_ �.._._��____� � Perr_alati,on X'ate = �. m3nuCes p�r in�h. - ' • B-39 ' ' P�RCQ�AxION m�S� DQ�� &��Er � . r-�.----_ T�et hole lcscaelon� ����'�� �„ ��f �.f 1�ole e►umhez f!U Dzte eesc role wes prep$xed � ^^ fr� /.e( _..,_,_,; Depth of hole bottom, �,� inches. D�arneter of h01,e� _ �j inches. Soil daca �rorn keaC hol,e: Depth. inchee Soil CexCure �" 1.�� _��..!-._:.r0�,�2[ ��_..__ . Me�thad ef �s�atc�tinR sidew811 ��C'.�I�g� � Dep[lt o,� pea�s�aed gravel in bottom uf hole, ��, �� inches., Dake at►d hnur o� initiel raatez Ei�.].fng �'�fl, �� _ �eprl� of initial wet�r fi1.13�g, (��, _� _ . irsthes. above hole 'bottvm. M�s[hod used Co msinrain at �.east �2 i.nches o� �ater dept]i �n hole f.ot aC l�aB� 4 }aours--��j�1Df1 �__�„ P�nrCO�aGionr C st �eadi�tgs made bq /� _ on �r �� �� 7 etarting aC ��('i_4_ _ ��' fi4axirttuID wa�ex dpDCh abave hole hottom � {dace) -- - -p.m. '. during Lest, �Q � inches. Time �ercolR��an Tine IRterval, Pi�asurRnsgrt, OXvp ia Wa"ter rate, Remazks �finuCes �achee ievel, in�h�ea winuCee .par inch �,' 1��- �i �� �I�tG .5� � a �._o :7� _ ..� � ._ _ ?_� �_ ._�- �L.. .��.�.._ ....�:�T� , r- ���� � � ,� �^�. � __�___ PerLolaCiun r�te � �� � minures �aer inch. , � . �o�e of Soil Bo'ilnze , ' Lacat�on qr PrQ��et ,���� � �•�� boringe msde- by ` �i�Icer �� D�►t� � DG Cl��eaiftcstiva System: M91iD � ; USDI��$Gs f; pniPi�d ; other � Auger uaed (check ri+o) t Etattd ✓. or 1'owoz �; Pltgfit . o B ket �/: other �� �epth� Bortn� aumbe= DepQh�� Borin� nvmber f� Surlaee el�vatiop �'� Sucface elevatian feet Feet . 0 p ., � Lra�►�a �� ��' '�i � � Lea.� �a'rQ �1i _,� t-v�� �O �'�``� . Lcte�.�r ���i� ��� 1 — Lvu.ovc d O �''2 �3 � �� � � 'yI /.�2i� l�S� `�1r3 ~ N N �r � � L.'-1�,y L,va��, �� YQ yly� 2 �,�,1 L o�,.�. f t�S�s��/� r 6 I��'�2 s/� .� -- ���r�rly,�r�Y��/, 3 3 — • 4 ., .. � ____ i � 5 — 5 --- 6 --- . b — . •� _. 7 ---- 8 y- e r" End of bor�ng at aZ�7 faeC. �od of� borin� at d� 7 fettj Stafldittg vaCQt tablet � , Standing wstar table: � Pr�sent at �_r„r„ feet of dap;t6, , Pras�nt aC ��_, feet o£ depth� _____� hoare Aftat bezi[ig. ��_ � hoar� sfCer boring.� Not presant ia bcring ttole �. Not pre�ent �n bori�l� hole � �. MAtt1Qd 8oi1= lSotCle,d so�l- Obsen►e3 at �� 3 leat o� depth. Oba�rv,ed at •�� `�' feet og deptr. Hot preeesst �a borin�t hole . Noc pxe�ent ir boYi�& hole Oba�rvatlone and co�nents: ObsarY:a�Yons a�d coacAencs: . � • �oRo of S�il Ho�inga ; . . ,:, ' �.ucation or Pto je.et et.[�xt7 it. �� �T�,���� ,���� -r�.`Mr �-. �. ,. Soringa rasde� by �i Aute ,��, ,��� r� — CLeee�Picetina 5yetem: 11ASSU � ; USDA-sC5 ;�; Unil'ied ; other Augesr ur�d (check two) : Rand ✓ . or Power �t Flight , or Bucfcet � � other Cepeh. Sor�ng o�wiber. g �3 D�,peha BorinR aumber iter Surfsce alevaeioa f@�� - 6urfece .el�vet�,on 0 _ 0 Lcra,wt. �of',E' �/i . ,f1 �.. 1 `�" L,�e�,ae �e Y� ��9 � ` ..� �- � Z " �C; l�e�. L��ry� d D�''�E"f/� 2 ` , c �B� ' 3 �-., 3 -- - � ....._ ... 4 _. � 5 — ' S --:, 6 -- . 6 � _ � ,g .__ 8 End aP botin& at �• 0 �„_„ feet, End o�> borinR aC feeC+ atanain$ wetlr table: � ' 9tattdi�lg veCC! Ca'67.e: • Kre�ent et feeL o� dePth� � �'resen:t sE feot of depth� � houra after boritig. '_ _ ttourg efeer bdYing.� Not pteaefl C in bariag hole � . Noc pr::esent �n boring hole . Matt].ed soil: Mottl�d 9oi1: . flbmerved �t fect of dept . Obrer�.�d at �� f�et of depth. Ho� pseatnt in borin� hole Not px<esenE in borirtP hale Ub9�i-vatlons and commen[s: Observ;ationa ond eoa.�enc�: v ` ► a � �@ptl� �ysr'��11'� �t:'�I��1 Sep4ember 18, 2�106 RiCk Nanson<: 970 Ir�s Circle- Exce{si�r, MN 55�31 612-590�30'f 8 �. -3�Q ��� �,�� ,�� , --- �� � ''� �y� ���`'���s°4���a�oi.rr � �`����d�i� � . '"""`�����'�� s�=w'9:ti:�����i,'a'���.�'m�A �w ... �- � �n.�......� . • ..�...�.. Mr"M.��P'.':M1i6,mrtr.�.�.�.wir�r.v ..�� u..H.u��....�..,� I� .:1 N_> ' r a �/e �'`I . i . . 1' �'. t M� . ...i`1 � � f . :t� I ' ,��t�= -�,. ... •�°'�" � '! - � , - . . . , ' ;:;�;'tE?''. � ., ; . :r'E.'� . ��'," �.�G�qi;'f�� , ^�. ;�:} , 1�i.�r;d�:. ��;" , N'�� �`rir,7r' ,. _;:� ,., , ,;�`::.A __ --- ...__._ ;;r:�: �"�.:.:;>::��; '�j-����%,�-_� Y 3 Z.. .._�`-- ----_ . . Po�t-it°�aK Note 7671 �a� q ro � �2.1�. Aegos► / n�. Fiom � ^—�-�—,_J Co./bap�: ,�" I co. ,1 Pt�p�p� PhvnB R Fo�• ��� Fex�' ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT N0. �/D1�D Cp COMPLETED 7 rO'b� , ADDRESS 3 �"�C% �� S �S � �'►� OWNER IZ• f iC- Nn��ScS�� CONTR. A 13�P_ �j�CA�VA rd�S� —� TELEPHONE N0. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINA� 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU: YES_NO c�., COMMENTS: ` C� I? � 2 �U � � �� �� h o I 5 . U 'w�'S�t� '�� -� KS '� l �b r7 S � 1 � �i rc.��✓�.� <c� � 0 � w Q �� n�� S �'j � �i�C�lv� 1=�<�5� � . C.>. Z � '( �t�S P W � j ��''� �S ��c� I�tc7 j��[/fY I i N+2S � r��P�9/TZ� $(� a /'� W� ^�WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETEv� ' W VO�CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CQRRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN 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 OwnerlContractor on site: Inspector. �, / /—� � f�—' White Copyllnspector's File Canary CopylSite Notice