My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic design - general approval-final design with bldg permit
Orono
>
Property Files
>
Street Address
>
L
>
Lakeview Court
>
4325 Lakeview Court - 06-117-23-43-0016
>
Septic
>
septic design - general approval-final design with bldg permit
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:29:05 PM
Creation date
4/19/2017 10:37:02 AM
Metadata
Fields
Template:
x Address Old
House Number
4325
Street Name
Lakeview
Street Type
Court
Address
4325 Lakeview Ct
Document Type
Septic
PIN
0611723430016
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
. � OSTP Basic Pump Selection �esign <br /> U1V IVERSt"CY <br /> Minrtesota Pollution Warksheet OF �IINNESOTA <br /> Cantrot A ��,,,� <br /> 1. RUMP GAAACI7Y Pea�ect tD: v 06.12.13 <br /> Pumping ta Gravrty or Pressure Distrlbutian; Q trevity Q aesare Selection required <br /> 1. If pumping to gravity enter the gallon per minute af t#�e purnp: �GpM (td-45 gpm) <br /> 2. If pumping to a pressurized distribution system: 23.0 GPM <br /> 3. Enter pump descnption: <br /> 2. HEAD REQUIREMENTS ��of�, <br /> A. Elevation Difference 19 {� � "" <br /> between pump and poiot o(discharge: �'� <br /> B. Distributian Head Loss: ��ft <br /> � �mN�erer�rce,r'•` <br /> C. Additiona!Head Loss: ��€t fduecospeciatequ;pme�,c,ecc.� ' ----•--•------............... .............. <br /> Table t.FNttion Lass#n Plastic Plpe�er t�ft <br /> Dis�tribut�an He�ad t�as <br /> GravlLy Diste~ibutlon m Oft F�ow Rate T�.p�Diameter Iinchesl <br /> t��r�� � �.z� � z <br /> Pressure t3lstributior� tsaseci c�Artinlrrtcrrrs Average �iead 1C� ` 9�.f 3.1�� °.�1.3�{ 0.3 <br /> �atu�on Pressur�C►isLributior►Wc�rkshe�et: 12 12.8 43 t.8 I Q.4 <br /> Mrinirrtuet�I►vera e Hemid ;Dfs�riEsut�t� ti+s�ad;Loss 1 4 1'7.0 5.7 2.4 � 0.6 <br /> ��t �`�� f 6 � 21.8 7.3 3.0 � 0.7 � <br /> 2ft ��t 18 9.1 3.8 � Q.9 <br /> g�t 't tJft �� � 11.1 � 4.6 � f.t <br /> 25 ' f6.8 ; 6.4 • 1.7 <br /> D. 1.Suppty Pipe Oiameter: 2.0 in 3fI �3.5 9.� � 2.4 <br /> �� ' 12.9 3.2 <br /> 2.Supply Pipe Lengtfi: 235 ft � � �$.� � 4.i <br /> E. Fridion Loss in Ptastic Pipe per iOAft from Tabte E: `�� I i 2f}.5 5.0 <br /> � i � � 6.1 <br /> Friction Loss= 1,45 ft per 700ft of pipe 5� 7.3 <br /> � � � 8.G <br /> F. Determine EquivaEent Pipe Lenqth from pump discharge to soit dispersa€area discharge �yg � , , rt�.� <br /> point. Estimate by addirsg 25%to supply ptpe tenqth for fitting loss. Sup�ly Prpe Length �p � ( � ,�� 4 <br /> (D.2) X 1.25=Equivatent Pipe LengtM 75 ( <br /> ' f 13.� <br /> 235 ft - X 7.25 � 293.8 {� �� � [6•4 <br /> 9� � 20.t <br /> G. Calwlate Su�pty Frrction tass by rnuttiplying Friction loss Per tOQft (line Ea by the Equivrr#ent Pipe tength (Line F)and divide by 100. <br /> Supply Frtction Loss= <br /> t.45 fC per 10dit X 293.8 fi + 100 = 4.3 ft <br /> H• 7ofvt Nead requirement is the sum af the Eteuotion t3fjference (Line Ay,the Distnbutio�Head Loss(Line B►,Additiona[Head Loss(Line C},and the <br /> Suppfy Frictian Loss(Liae G ) <br /> t9.0 ft - 5.0 ft + ��ft + 4.3 ft = 28.3 ft <br /> 3. PUN1P SELECTtON <br /> A pump must be selected to detiver ai least ,23.Q GP�41 f Line i ar Line 2)with at teast �$�3 feet of tatal head. <br /> Camments: <br />
The URL can be used to link to this page
Your browser does not support the video tag.