My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2006-P10042 - new septic system
Orono
>
Property Files
>
Street Address
>
S
>
Shoreline Drive
>
2054 Shoreline Drive - 10-117-23-34-0015
>
Septic
>
2006-P10042 - new septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:27:06 PM
Creation date
11/26/2018 2:45:05 PM
Metadata
Fields
Template:
x Address Old
House Number
2054
Street Name
Shoreline
Street Type
Drive
Address
2054 Shoreline Drive
Document Type
Septic
PIN
1011723340015
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.
/
16
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
DOSING CHAMBER SIZING <br /> � 'All boxed redangles must be entered,the rest will be calculated. Width <br /> 1. Determine area <br /> A. Rectangle area=L x W <br /> � ft x �R = 0 ft� Length <br /> B. Circle area=3.14 x radius2 <br /> 3.14 x Zft = 0.0 ft� <br /> C. Get area from manufacture ft� Radiu <br /> 2. Calculate gallons per inch <br /> There are 7.5 gallons per cubic foot of volume,therefore multiply the area(1A,B or C) <br /> times the conversion fador and divide by 12 inches per foot to ca�ulate galbn per inch. <br /> Surface area x 7.5/12= 0� x 7.5 I 12in/ft = 21 gallon per inch Legal Tank: <br /> 500 gallons or <br /> 3. Calculate total tank volume 100%the delly flOW <br /> A. Depth from bottom of inlet pipe to tank bottom 47 in or Altemating Pumps <br /> B. Total tank volume=depth from bottom of inlet pipe to tank bottom(3A)x g�n(2) �.,: &,,,,,Q,�S���,��,o,,, <br /> = 47 in x �1 gaUn = 987.0 galbns �� �� �i� ���i �iv <br /> 4, Calculate gallons to cover pump(with 2-3 inches of water covering pump) 2 300 � 'g0 60" <br /> 9 A50 30D 218 ofthe <br /> (Pump and block hei ht+2 inches)x galbn per inch " 600 "s �6 �°�'� <br /> s �so aso 2sa v,x,a <br /> ( 12 + 2 in) x 21 gal�n = 294.0 galbns � � sss �� c�tt�. <br /> 7 1050 b00 370 N,w NI <br /> 8 1200 675 40B cdurrrx. <br /> 5. Calculate total pumpout volume <br /> A. Select ump size for 4-5 doses r day. Galbn per dose=gpd(see F'gure A-1)1 doses per day= <br /> 600 gpd I 4 c doses/day = 150 gallons <br /> B. Calculate drainbadc <br /> 1. Determine total pipe length 20.0 R � <br /> 2. Detertnine liquid volume of pipe, 0.17 gaVft(see figure E-20) <br /> 3. Drainback quantity= 20.0 ft(5B1) x 0.17 gaUft(5B2) 3.4 y E-?U: Vi�lumc ol'Li uid in Pi <br /> C. Total pump out volume=dose volume(5A)+drainback(563) Pipe Diameter Callons per foot <br /> 150 gallons+ 3.4 gallons= 153.4 i o.o4s <br /> 1.25 0.078 <br /> 6. Calculate float separation distance(using total pumpout volume) �2 o.i� <br /> Total pumpout volume(5C)I gaUnch(2) 2� o:� <br /> 153.4 gal / 21 g�n = 7.3 inch 4 0.� <br /> 7. Calculate volume for alarm(typically 2-3 inches <br /> Alarm depth(inch) x galbn�nch(2) =�in x 21 g�n = 63 gal <br /> 8. Calculate total gallons=galbns over pump(4)+g�Ions pumpout(5C)+gaAons alarm(7) <br /> 294.0 gal + 153.4 gal + 63 gal = 510.4 gal <br /> 9. Total tank depth=total galbns(8)/gallonfin(2) • � <br /> 510.4gallons/ 21 ga�n = 24.3 ;ti-Y �������� ������� _ <br /> I- t- ayr���.���,p;:ity� ob�irn<�n <br /> Rec�mmended ,�rn ._ut �v�rna - - - - - - - :: =c�,r�u�_� <br /> Calculate reserve capacity(75%of the daily flow) � � ' '` � " --� <br /> <i... ............ ... . �: f���rr���._:r� <br /> Dail flow x 0.75 = 600 x 0.75= 450 allons u�rr���on f c`�r��rc� <br /> :.ontr.y <br /> I hereb rtify t I have compl d this work in accordance with all applicable ordinances,rules and laws <br /> (signature) �5 D� (license#) .3 (date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.