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HomeMy WebLinkAbout2007-P10713 - septic PERMIT CI:�C�� ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: p1o713 Crystal Bay, Minnesota 55323 Permit Type: Septic (952)249-4600 Date Issued: 1/24/2007 SITE ADDRESS: 430 Stubbs Bay Rd N Unit# Long Lake,MN 55356 PID: 32-118-23-13-0005 DESCRIPTION: Proposed Use: Residential Pernut Class: General Se hc Permit Sub-type(s): New Septic System Permit Type: P DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 valuation: $ 0.00 �u State Surcharge Fee: $ 0.50 y i�� ' �a y GO ` ' �� 4 �.� � TOTAL FEE: $ 100.50 APPLICANT: Burns Excavating OWNER: Custom Structures LTD 2615 Co.Rd.21 P.O.Box 633 Watertown,MN 55388 Wayzata,MN 55391 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. �P ���/rz� APPLICANT PERMITEE SIGNATURE UED BY SIGNATURE • Copies: 1-File(Signatures Reguired), 1-Applicant, I-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 � ` CITY OF ORONO SEP'TIC SYSTEM PERMiT.APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB SITE ADDRESS � �ll S I �-1 Q�.j �a ti �� Occupancy Type: Residential�_ Commerciat Other Pei•mit Type: New or Replacement System $100.00 Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State sui•charge added to above fees * See fee schedule for non-residenti�l permit fees Owner's Name: C u S%O� S����%u i tt_ Phone Number: Mailing Address: City: Zip: Contractor's Name: u i K� �- Phone Number: y�S� - ��'.f- ��/2-- Mailing Address:��r G �'� � �� C�t3'�%���' Zip: S 3P�l� *** DO NOT IVIAIL PAYMEI�IT`ti'ITH THIS APPLICATIOP+i*** GENERAI�INSTRUCTIONS 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. 2. Permits will be issued only to contractors holding a Minnesota Pollution Control Agency(NIl'CA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system desi?n. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor, B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after roujh up but prior to sand placement (sand will be jar tested for silt content), and again 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 • ' (whete required) components are functional and`comply with codes. 5. Individual holdin��IPCAInstallers License shall be present durin�all inspections. �24-hout• notice is required for all inspections. 1 NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. 1. I have received a copy of the system design including the City of Orono Septic � S stem A roval Cover Sheet. Y PP 2. I will be installin�the followin�: A. Tanks: �Precast Concrete Other Manufacturer Tank Capacities: 1) �cic' gal. 2) �S c'i��' jal 3) %J�/tJ �al B. Pump Station (if required) Pump make& model �o r//r i- (attach pump curve& literature); system desijn requires �/ gpm at � ,Y° � feet of head. High water alarin make & model . Outside electrical work to be completed by installer�_electrician other. C. Treatment System: Trenches: s.f. Mound 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: borrowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance ofa septic system installation permit, agrees to do all work in strict accordance with ordinances of the City and the regulations of the State of Nlinnesota,and certifies that all statements made on this application are complete,true and correct. SignatureofApplicant _-�-� Date: MPCA License No. �b �� -------------------------------------------------------------------------------------------------------------------------- Staff Rev�e���: Appa�oval �enial � �� t D � Reviewer: ��������a�C D�te: -- o? � � �eason for I�eniai: . � � � � � � i �r7G CJ 1 : �� �� l� � � ��� Dea� for an �Un�'1���r (�i . � g��Q . P,REP,P�R�p BY: C,H1P SEFTICS DEST�N and INB��Tl()�8 �'ereel i'CLip"He�ntges P.�.$ox 2? .-_''' Plato,l4�55370 �• � ,�; ,,, 320-238-�.343 � . '`:'' ' ,'. ,�inn�ta PoHulroa Contirol rAi,genar L�dividaal Sewfage � T�hoo�cAt 5 . ?'��m X•�9e�Ya 20b4 < � ` � For: , �` �''� B�7�tN1S E1�tC��+'AT1NG Y ,.. ,it'. , ; ,� .,. : • 26�S �01A'1�RC1R��1 ,�A� r� , . .,. , :, 'Wat�rtown,MN 55388 � 952-95��3�}�2 �� � . � r� {r ' � �� Lo��o�P9roPps�d s�ptic system sa�: � .' ° � „ X.ot 1,Bbck � St�t�bs,Add�tion ' � . .. _ Oro�o,�N T�is szt�w71 be desi� �'o�r a m�uud system, Tlx site rnust r+�mai�pmtecCed�til constiuctipn be,givas. 'Thi�siOe wes e�►$luatnon on J�uly 29i Z405. Zt is;�o�s t�+pe o�dwv�g wlth�e�me�d flow of 754��p��y, A se�9o�l high vMatier tabk was natod at 12�nche�in tt� grround. A mpN,rnd sy�tcm w�ll be r�e�u.ired to m�iet the 3 fiioot seperation from�the �e1 h�gh wator tab�,as reyused by MPCA�S Age��Ru1es�nd 3ta�da�Chapter 7Q80. � 'Fegle Sk��l S�ices�ssist�ed w�h the soils inveatigatian af t�o site, and t�e�r report is �taitted w�tbis des�gn�port. Tbe perk tests we�e corripleted vv�'tt,tl�e r�,��,o� . tkmt tlxe ab�o�n aur�a�S swtab�e�a dr�n�ield. Tl�mouod syffitem desi�n ar�is 4� �ect wid�wi�h a]engCh of$?f�eet. Tbe system will y'e9uir�(2) 125Q-g�l�on s�pbc t��a�d f 1) 12�U7gaMYoz�pump ta�dc. Puapp�sizes will n,�ed i�d�liver 35 ga�laus p�minute wath a li�0�21 feec of t�atal he�d. Aa e�ent fi�t�r and a filter aJ�m must be pl�cod ui'khe eecand't�A�prior to the drainiag into�pur� taek. 7his�'ilter must be m�ttd a�d c�eaaed twic�a year�a�oid unt�ecessacy�ck up w tl�e�ays�em, �0 3Jtid JNIlGISG�X3 SN�If1S ZL65-596-Z56 59�9t L09Z16Z/ZZ . _ . . ., ; ,..r ,..�,, PAG� 212 �e s�#�b�ck for ttie�w�a�l from tLe saptic system�a�ust be a miwimum of 54 f�ct�'or both tt�septic taaks a�tbe a�rpti�n area T!��eptic t�ks w�iil�to be 10' S'tom the edge uf tl�e bouse. ?be a�xmte s�a as located oh tl�l�catio�n�p,must re�na�n�tact a�d und�rbod srea snust ` tecteid.�or na tlae ,., � �lY•��� r�o�au�ed Px'� fim�rt rt ae�u be reedi�y . '' � ed aad�v�in�icated tbrt it daes nat bocona�+�tili�od fnr suy other�x+o�ty��t� � imparor�s e�ccept a second�rY�$��. �'here�re!wo�oistirig vwclYs wi'tLin the SO�fbc�t setl�ck o�the alt�ate�systbna bcation and t�y will �ed to be se�ed ead � � `a�ti�r�ed�by a liae�ns�d�weq dril�. � � � � �he fa�l�ow�ng results i�d�ioate�the�tcolat�n rate of the vvatet�thc�ou�bt tbo soil by mi�t�por�inrc,�. This�ctor is uycluded i�t�e dCsig�to as�dicat�'th�e abs�orpmn rate,sad �.s'bc�riang a�tl�e�e af the sysce�pn. � . ,w��p��q . _ 45�aupx A11 • 1 47 . . , ,,p�S �1 ' 58 mpi A11 -Z �Z,npx r;�,. �p�6 42 mpx _ A11-3 40 re�pi _ , ,. �,�;�:;,, �: T���Y�'��'P���+m�alled soid�o�a�ined,sl�oul��sve�pnyblems�g et�ue��n ti�e matt�r tbat ic�vas designed for. �ioth�g o�l�er thaa bu�o�sa wasta,tai7et �,Bho'w'ers,, dishwas�err ar�d]sundry wate�r sbould be drei��d to the sopdc tanks and tr�5eld if yon have water�nt syste�ns ot�er t�ea water so�e�s,in c�xx. Yx�n$lt�„th�y sbr►uld be div�rted 5om e�terit�g the se�tic sys�. . '�dis�aos�s�t�e x�t reooznme�de aB d, t�y will add�noore sal�ds ta�oua a�tanl�rs �l�y�o�w�'me partic�s to enter���area and c1Qg tt�e sy�tem. �o,ly toilct °���'�P�Y���i�t a�re u�+ed e�er�very�hower),a�d e�or�essiv�al�eatiing �s may!dll b�cteria�d to t�ea�t s�c e�uoat. .Additi�vas sre n�ot�ode�,and.are � �t�a�ed 'ui psep�rly��aiuned septac sy�ter�, You s�uki k�.ve your septic tatiks p�d antd iu�spec�ted fnr pro,per r�aintet�sn�ce by a cerq$ed pu�eve�ry 2 ye�rs. b9 39Gd 9NIlC11d�X3 SN�IfIg tL05-596-Z96 95�6T L00Z/6T/Zt 12/19/2067 10:55 952-955-5071 BURNS EXCAUATING PAGE 05 � ��P �lrOV�ii� ��AR40 tt01��7m�Qp jp`� ��,�'��8�Q0�[!BO T1Q� `iip1�EI��iO�t�'� ��U S�tO[�R�f r�RB O!1►B[��pp�� OSOL� `sP�Pt�S t�s�1���a�jo�v�u��oa s�,psat�� � �3 a��xg`uosns��a�,gQ �''t�aS aoi�t�a�n�t�gsosauut��o�sran�v�yQa����+� �H ��a�a�g 'P�ioa s�s�ties�t aq�3o�y�d� p�r�te�°d'aa�pas s��a�tal�P��Pr�s��1aq,��[�3��tv�at�a#�� aq�C�tu°�qs, ��C�°ar°�'�C������e p�qsRq�Qa�q o,,,gq sao�pva►poe�.L �v� � .� u.....��,, 12/19/2007 10:55 952-955-5671 BURNS EXCAVATING PAGE 06 I , . I � re�� ; � 't'i�� 09�+ ' �. � ' � ; . . � i i ��r.�,� �� ' ; N�'� R�s�� �2.� ' ; , :�c►►�. �.,►nd i �a�3 esr,�t�) �°"� , � ��� � � � i �'°'���_� , � - � -. � ; Q . � , � i 1 I ' I i . , � � � � . , � - � � i �,. � ��� ��� � � o� �+�s„� s�r•2� CI...- ; � i . � I � � •��� � � ,' ,,� , e _.. ,� �� ; � � � ; � � � �/��► ` � . a s-d �. � �i/V/�lQ� � ' . .,.. , , a i �� �$ � f•� � ' 4 �M� / n h.l si :. ��. � � � ��' �S I �,�a I � � � �' ����; � I ��m I ' ��� � a� ��/ J f� 9� I �I'�l� ��0�►� � � � . , � � � � � .� `� ; / S ` ..�.` �,lS . �� f -��1 � ,�y�'�-�,� � f 1 ` � f , r�''^", ; 9bS + � /i Zw� � `� '� �fi� . ` � ___�..._____,�._. �.. �,...., . �---- - , -- -- . r l,��, : �� � ����' C�STOMER: .... . ..— -- . , . _� • IVema: ,8utns E�ccarating , -- - .�. Street A,ddt�6a: C�/� $tatm�ZiP Cod�: Phonas: (H�,;� Woric C�II SI�TE�ADDRES,�: � - Str�eet Lot 1, @lock 1,_�rbbs Addition �tty. - - Orono __ . - 7o�wnship , � PID Date �sf de�ign �7�9-05 Sys�em inlbm�tior� __,__,�_x New F�epla�cement 1'ype of sysl�rn � Rodc Trsnch � G�avelles�bvg�nch X M�und At.i;r�d�a � � � Chamber � Altemative, Other, Perlorm. Ty�af�tabti�hment Sin�Je F�n�ll�r Horne S�ptiC tank iqfiarrne�Rlon No. 8 size o�usable existing tan�Cs: Mo. 8 size of new�ptic�nks: 2500 " !s th��a�rinder{ejedar pump used in the sy$tem? � (Ch�c�c tor add�ion�d�ianp�Qu�r�xnents and c�om�i�on wit�f LUG) P�rrip�nk lrlfa�rruttion S�ite �f purnp tank �,__�_12��all�ns _ Sit� ��t�t�ideratio�s � pmpan�or natural g�s lin�s in way? _______ Under grpund eleotric lines in�y? � Cabk�r phone lin� iNt wa�y? � �uri�d wa�tsr lines i� waty� ______� �xi��r� �ep�c harik to pump s�nd ir�ect? � 41d sepGc t�nks io pump and bury� Septic tank truck access a�r�ilabls? x Trees in be remov�l? _____..__ � Di�fl+�lt tank 8 drain�e�d equiptnent e�aGetsl��b�ility? �r: V�rianoe require�d� � Describe: PA�� � OF 12 L9 3JGd JNIlCI1G�X3 SN?Jf1S tL05-956-Z56 59�8T L99Z/6T/ZZ 12/19/2007 10:55 952-955-5071 BURNS EXCAVATING PAGE 68 Z4 �O E 3�JVd OZ 4� �g� � d�pg� �!x��rw�ou�ey�uo p�e su� . Z96 I�o�d41 •a�us peq�pa►�o s-i��� ��e suo� �•� d�ra puss�ueo� 6bE� l�l�x��oev�)��ro Pues��, uo p�g su� Puev PuAoW �ua� 6'� � P�4�M S3W1�'1411 '1Mi�l'�11d�N P�3 �P� Pl�t�glN Au� m � sey�u� �1D'� a�4�+aIP 1�8"1 bZ 1�tel �Ad suo4�d _. _ , � 0� �u�a�ds uoRa►o�d . . � 69 �R��I I��'1 . S �f�9el 'oN __.Y ..�. . . � _ W31SAS N��f181�1S�t� ��#f1SS3�ld �sy�ui � �'9 �rae4�lp���II��c� �y�u! q-� �sqe�u�p�did dwnd P�4� tZ �e�rd6 �.� ,::,,�s�und id6 �E ,� .�-�I�e�siy���.Id� � , �11�8 OSZ� .; �ue�`du��,d uoq�6 �� " ��N . ` ua��ee .�� a4e�n 'Ou!�3 ,,. ��t � �pu! ZZ �p Pu�s ue�la � �1 £9 X Q'4� �I �Po4�'�1 a,. . � � � a'8Z ��+�p�,,uonw�ulw � �.��Z .�1�}7r��;.� ,�� : . � �'Z� SII��iIM,.��; � �5310 �uearad , S ,, . �!,qdq� � . � aN� ��1�II�YI�1'E�i1')�tl P�i�Nf Q�I A�J IHr111 W1'fV 1 QAt1 ab i L�w�aru�a un�e�-,w " MOUNd D�S��N WOI�K3HEET (�or nowo�up��zoo�d) � ��,;�,,, ��x°�,��;� � • A. Esb�mated 75Q pd or n�ea�ured _______� X 1.� = ��Pd B. S .., , ��PT�C TA�IK LIQU10 V�LUMES: 2230 ..,. C. �ITE EVi�L.UATl,4�1 EMFORh�A►TfON � . .1. De�h�ch4ar►sand req. 2a.Q0 inche�or_ 1.63_--�eet . . 2. Dep�hh of pelaColsaion tesls � 12 inchas �. SoitiTexture �� � 4. P�r�. R� ��� F., � 5. Lan�Sl�p� S.0 percent �: ,� r���.� . �. ROCK;�'L�YE�+��D�NSIO�I�S � � 1. M�i�ply��flaw-�rs�e by 0.�� to obta9n requir�+d srea o#rodc Isye� � � QRd X �O.�sq ft/9Pd 8�_,,,,?.5,0,sQ. ft. rock��rae ; 2. :g�l�t wi�d'd'�;c�Fock iayor �n�,c ia i�<izo,or max s i�>�2o) 10.0 �t 3. �Rackbed �ength ca�d�! � s4.it. / 1�tlse�t � 82.3 fe�t E. RQCK V�3LU�IME ��� � 1. Mul#iply,taCk,srea by tock depth to get cubio fi�t of rock: , i�,��, �q. ft X 1,�, fvat= 6�30,�„cubic f�et 2. Divide ciubic feet by 2'T bo get cubic yaKls: � ., , 6�,�, cu. ft. / 27 � 2,�,3,3_cubic yard� 3. Multiply Gul�ic ya�ds by 1,4 to get wseigi�of rvck in fi4r�: ,_ 2,_,�,3 3 �cu. yd. X 1.4 - 3` 2.7 _ tong X 10 996 = „ 35.9 _„tvn� req'd F, ADSCRP7�N WIDTN 1. Pet�ation rat� in to 12 inches o��o�l 1� ��S.D �,mpi Soil T�xbure i� � 2. S�lect all�onarabl�soll lo�dirig ca�from Eable: 0.45 pd /sq. tt. _ . , c.,tva �ua ,.m ,:oo 0.�7O a F�8AN�1 9�06 a.00 eTo1b s+�r�.aM q.r9 +,e� ,eio�o taw o.so �oo at x�+e o�T�.a� aeo x�o w to eo euv t.o�w o,.s a.er w'ttl�� CI,AY o.ar a.00 �iso cu a�kp .00 . 3. Cai�ulata�daorpdo�width ra�o by dlvldlc�g ror�1c layer loading rat� ot 1.20 gpd J sq. fk by allow�ble soil ioadirtg �ate: 1.20 gpd/sq, divided by 0.45 Spd /sq, ft.equais �.�7 4. Multiply�dsorption width raq�a by rock tayer width to�et requfred aclsorption width: 2.,,rr67 X 1,�t�,0 feet = 26.7 f�t adsorption width PAOE � OF 12 60 3�JGd JNIlbI1G�X3 SN21f1g TL05-556-Z56 99�0Z L00Zf6T/Zt rAl�t b8 G. DOWN3�.�lPE�'gERl1� V�l'IaTM �Slope > 196) � 1:���--.�ff I�ndslop� i� 1°�6 or mnre. $ubtract rock Isyer r�dth 1�rom Y ,saptlon w�#h�o obtain �nin�r�ur�dawnslopo bor�rr tae: 2- �'�,.ft��� 1�,ft radc � 19.7 Foot minirrwm adsorption anea , ,2. Csleulab n�inimirm mound size: . � � a. Ds�ermin�dep�h af Gl�an sand et u�slope edgs oi rock layar. . � �• From Sl�e EV�alu�an step C1: . . . � . 2�irx�he�clesn san� b• �de�th of clean �and(2a) at upslo�e ed�e, plus 1 foo�af r+ocic plus 1 ivot a'+'�to gst mou�d hebight at upslope ed�or r�dc I,yer. .,?2 0,^in 112�� ' 1.,i 3 �f�t+ �R� ift C 3.����p�lope hei�ht c. Err�iabie wit�h ��d�1Qpe t�g� �p� berm n�ulfiiplfer of ,�„3.3�_ d. Mul�ply berin mu4tiplier 2c by�pslope rAound h�ight 2b to get uplopQ bsrm v�id�h: � � 8.3�, X � 3•� equeis 1�2.8„�fi�upslop� b�nn width e. Mul�iply rock Isyer width 1� by land�lo��o ge#drop in el�vs�lion: . 10.00 t�e! X ,_ 5.�p 96sbpe�.�„_ 11 QQ � O.�p _ �et '�, Add d�of cl�an �snd for slope d�Aiererice 2e at downslopm ed�ge� �r►� �riou�.�a�t th* uP�lop��e o�rock lay�r 2b to�Ine dovm�lope height -----_ ��et "4•�3.�, ioet downslop� height ; , g� EntsE t�ble with la�d�l�v�,e and db�s/ope bertn mul�plier o�; g.pp I�. Multi�y be�l�m nw�iplher by duwnslope mound hei�to get dowm�lop�b�n width: s.,-�._� x � �qua� a��.7 ,,,,fe�t eoa�ms�p�bern,w�dtl, i• C�vlr�pane vslu��.o�f st+ep C�.1 1�_ 6.��ft � C2h 2„� 1.�f� ' 'rhe gr�ea�sr af fh� lVMo values 2_____1.7„�is the downslop�barm width � j. Tolal rflovnd widNt is the surn of up�lope berm r�nd�Fr G2d, plLs rocic layer widt� ' ' 02� plus dav�slope b�rm width G2i: 1.2•,�'Ibe� + �'I�fl.O '�e� + 21.7 = }t w�de -�--.--�-_ ,�..���t ,,,,.,.44.4 k, 'rotel �ond lengttr�s�he sum df uplsope bem�idth i32d, plus rodc layrer lor� DJ,p�us upslope b�n�t widtl� C32d: :_ . 12.� foet � 6L,�3� + i2.8 lbet � $��R tong . i. F�r�. w�u►�ro► aia�r�sioN� ��: aa.� ft�de x ax.a � �t��o ' �i'!'O 1 1, �1'f31 � � '� 3.OQ 4.Ob � . '!�0 3.� 1�17 2A1 � 8.0 � 4.36 �.83 S.7o . „ 4,0 +1.6d 2.� �67 3l4 4.7r{ 288 3.43 '�� �� . 5.00 2g1 3.53 8.0 � � 5�Q 264 7!0 , 3.Ib '.�.68 2+� •$.12 � � 'a,0 3.8l� $,� ,2� 9.Q3 - • • , � ' �A 2.88 �.94 �,11 . �� _ , �ao �:� ae� 2.�, z.ee f 1.D . �+10 7.14 ?.2g � 7.78 ' 12.D l.� 1,Z1 .7a . , , ' • � . PAGE $� � O�� ,1� � . , ,' • • ' , . . 6Z 39Gd �JNIlCf1C�X3 SN�If1S iL65-556-Z96 95�9T L99Z16I/ZT 12/19/2067 10:55 952-955-5671 BURNS EXCAVATING PAGE 11 a� �o � �ra ��l�+�Pd� ea�p odo�wcp -�,•�Z e•ab . �i� � �g��+1 �.ZZ � ,.r � , , Q o 0 r9 y .�.J� �MZi�•,S A!� . �, _ � ^ �����ri ��ea ao• 0l3 96 6 �011�9S �SQ�l� ONRQW . �„ -�.... , 9;�� � rrct��u� DISTaIBUTIt�M S'YSTEM � �-� .� � j;� . 1. S�lect nun�er ai p�rtor�t�ed I�berals . � 2.o Selact pe�rfior��pn apar,�ng 3.0 3.' Sinov Dertbretlons should not be pl�oed closer than 1 ft to the edge of tF�e rock Iay�gr� su�btract�f�ee�t from�he rod�c Jay�er IengtF�_ .,�„ mirtus 2 feet � ,_„� fe�at 4• De�rmine 1t�e nun�ber of spaoes bet�ngen pertdratiana. �ivide!he length aBoMe by t�a perio�bion epeci�g �nd ro�nd down to the neat�st whole�umber. Q_�„ divid�d �3.0_ �quals 20.3 spac�s round� down � 20 5. �1��+ber oi Pe�ratit�r�s is equa! ta 1 plus the nurnber of perfc�rabed $pec�s in s�p�. .`�� �Pm� plus � = i�. Rertorabons per laterai 6: Mul�ply the pmrforatior�s per�ateral by the numh�er of I�terals to gst�otial number of perfora4�Qns, �� X `.`equa�ls �.`. �� nun�ber of perforatior�� 7- .�rmine the required '11ow rate by multiplying the number of perf+oratiorrs by tl� r�uired perForetion$ dischar��from th�►�able below. ` �3 per�pra�ans X 0.58 hole discharge � 35 ' OPm � CUARTER II�I PLI�FORATION.S PER R�CU�hE�ATI� O FW1R0� _ -7'CI c�pqb yqRy��p� IN PER IWNl1Rr O1� �1 FEEY' 4.25 IN 1.g IN 0 I PIP� DISC. 1l�Ml PL�RF . - .5 14 1 8 1-�a 0.56 47� 3.0 13 1T �B 2t�D Q �,p,� 3,3 1� 16 ?6 s. liB�D SIaQL�F�AI�LY MC1�� i.0 14 D. USED FOiZ ALL 4TF�R 1'IDN s.� �a ia � 6. If H��R plpE f� �n�d to N�e END t�€the laberals, sel�;t minimum re�quired late�al dienle�ar fnotr�table abo�re with p�rf�ration spacins and nunrber of p�rforations per I�t�erel, fisleCt►ninimuFn diarr�eer�Or the�� lateral. Y�u t��ve selecf�cl 3.p ,�„ ��pacin� ahd 2t.0 perfs per latel�al 2•DO inCh minimum diatneter fater�ls 9. if NEA�R PiPE is ca�neCted t�o the C�NT'ER o1�the �aberals, pert� per I�teral ar�e 1I2, aelect mir��mum required lateral diameter trot� tsble above yvith perl���n�pacin� and nurriber af p�riprsttons per lateFt�t. Select minlmum diameter�br the perta,rated I�e�al. YQu hav�s selec�pd — _ R sl�acing �nd perfs par lafieEat �ir� mir�imum diameter taterdf P� T oF �a ZZ 3Jtid 9NIld11t��X3 SN�IfIg TL69-596-Z96 59�0T l00Z/6T/Zt ��c�nu► vr rUM� STATION � � 1. Ir�sart 1�w rs� 750 �Ilons per day 2. It�ert gellon� per verti�el inch frorh tank manufscturer 31.0 �IloHs per inr►h J. Cafc�late g�llons to ccv�r pun�p sitting on 4 ir�ch block with � Inches Q�w�ter „_ir�pad + 10 urr�P hg{�_ H20 � 1�8.0__ Inches af water �.� H24 X 3`gP� _ �g�l�ns to correr pump +�. Calwla�te�otai puh�p�out volume e. Cslculate 08Nons p�r doss bas�on 4 pumping int�r�v�ls per day 7_50,�,fl4w div�d by 4= 167.5 gallons per dose b. �a�ulabe drainback . � ('�) Purnp P�P� �e� �diarneter= 160 I�npth 2.0 h diarri. (Z) �etiermine liquid v+ol�me �plpe from chart per 100 fiaet �' 17.+t3 P� � ��oo Fr �E R G�u,>> �r 1.25 7.7�' 2-50 �4 8'?' 1�5C 10.�9 �.00 38.40 1r,43 �.00 Be.10 (S) Multiply pipe ler�gth by volume divid�l by 100 to get dralnback qua�tity '�,� X 1� �qual� �� 1 10Q =� 9�Ilons 5. Calculabe fioral pufir�pout vo�umg by adding pump dose#4a p�ua drainback#4b3 '�„��„Ae1��+ �� g�llorts -. 215 gallons pump�out�nal�me 6. CaiculaLe volur�1i��alarm based on 3 inGhes snd ta�k�PI ���P�X 3=-�_gallr�r�s 7. Cs�culate galbr� to cover pump#3, pumpo�t volume#5, and alarm voluma#6 ` plus 2,r 15 , plus 93 �quals �patlo�s WITH�UT RESERI/E CAR. 8. ff lUG requi� 7596 �a�ly flow as re�serve caQacity, reserv�capaCity = - 562.5 - gaNans 9. Minfmum pump tank size WITHOUT reserve capacity equa�s 8p4 Salbna 10. Minimurrn pur�p tank si�� WITH reservs�ap��ty e�uals 1�g�ilons 11. �loat seperafiion disfanc�e equais purripouk�olume�divided by ta�k qpi#� 2`15„_ divld�d . 31.p ,_,gpi = @,�inches t+o teth�r float PAGE 8 t'� 12 ET 3Jtid JNIlt7f1G�X3 SN�If1S tL05-596-Z56 55�0Z L60Z/6Z/ZZ PUMP SELECTI�ON PR�GEC��RE • p, Pump c�Oeciiy a�adY de�an�in�d fronrt PFtE�SUR� al$TR�BUTtC?N PA�E, line�7" Pump c�psaitY = �35� GPM " P�mp+�aijr �hould b�belw�een 20 an�4Q �PM far charging a m�nifold �'�RumP�ng to a gra�w#y situatior�, ie, a drop box or dist�ib�ution box B. De�ermine h�i requirerr�en� 1. �Iev�tlon dt�fe�tce Iaeiw�n pump and the paint of discharge = �2 2. If pur�pjng t�a �re�ssur�di�ttibu#ion �ystem, �dd 5 feet t�f he+ad t�eq�ir�i at 11�� n�anlinJd. M purnpir� �O a g:r�vity system, u�e�ero ({1) lleet ot�head. �� 3. L�Isrmina friG�uDM loss a. Ent��oh toss t�ble with AI� 3�and pipe diatnsl�ar � r�c� �oss tw rx�s � �aw wi►'�'e � o� Fl.o��u� ais��r� ouu�r�� fil GP�! 1. 2 3 IN QPN 1.9 Z � 247 Q.79 0.11 � 6.�9 2�8 0.80 25 3.7s 1.11 �,16 �0 6.81 �.8� 036 1.65 D� 45 11.a/ 3.� D.�i� Fr�Eion bss = 2.�8 fib�et per 100 ft of pipe b. De�ern�ne�Otal pipe l�n�th from pump to d�scharg8 point � i6p.p Add 2596 to pipe I�n��h abave t,o�ccount far fi�ting lo�s � Z00.0 �est�ipe _.___� c. Cak.wl��I fic�on loss i�y multiplying friction lo� in ft/100 B3e by eq�uivele�t pipe Isn�th 83b above a 2.,,0�, X 20�d,00�M equels 41�z.t�p / 100 �+ 4.1 ft hesd C. To�al he�d requlrod is the sum qr the�Imvation dif�erence B9 plus addi�onal pr�ssure !br#he+meryifold B2 pll�s the totsl fri�tion 1v�s 36c. �` �-.�._.. P�� �0 plus 4.1. --- et�uals �_, 1.1 �,ft to�l head fl• Th� Pu� �'equir�s _.35,3 ,_gpm and 21,1 feet af head p'At3E 9 OF �7 bt 3Jdd JNIlG11G�X3 SN�1f1S ZL05-956-Z56 55�9t L00Zf6t/Zt ov�� a�rc�Nt,,b DATE: 5-�20-04 7-29-05 �� �s CONDUCTED 8Y: Mary{y�/����il�,Servic�s Chip Hmn�es B-4 �Ir'e lor Structure Sub-Soil f�eatures Prirt�ry m t OYF�2l1 -44 � 10YRd/3 14r?4 L 10YR41�4 ommoR, nnedlum, dis�nc�dark (1�R4J2) Saaaonaf Ws�M�able�Y�h br�wn (1� By5 th e�ur�e alvr ructune Sub-Soil isatures Rrimary oa�n 10YI�2l1 "12 � 10YR413 �2-�� L 10YR�1/.� anmon, med�um, distinc!dark grayish b��nm 10�'R�4121 reduc�ns� S�onal i�lla�rtab{s � e�Ute olot ructure �.,gpif {�e�� ����Y oarn �YR2/1 `,4 L 10YR4l3 14-2Q L �10YRAJ4 omer�on, mediurn, distihct dark grayish brown 1�YFt4�2) Sea�onal Wat�rt�able A11 -4 tb �ur� lor Cdare ��ub-Soil ��s . 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