My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Septic design - general approval
Orono
>
Property Files
>
Street Address
>
L
>
Lakeview Parkway
>
770 Lakeview Parkway - 06-117-23-34-0011
>
Septic
>
Septic design - general approval
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:27:46 PM
Creation date
4/24/2017 1:32:38 PM
Metadata
Fields
Template:
x Address Old
House Number
770
Street Name
Lakeview
Street Type
Parkway
Address
770 Lakeview Pkwy
Document Type
Septic
PIN
0611723340018
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.
/
13
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
20f1 pnrpletoc� Mound D�si�n <br /> www.SepticResource.com (vers 15.2) <br /> Property Owner. Saurce Land Capital p��,�; g1���p�{� j <br /> 5ite Address: 770 Lakeview Parkway plp: f�i1172334t�11 <br /> Camments. Primary Site <br /> instructians: � =enter data � =adjust if desired � = computer catcutated- DO NOT CNANGE! <br /> i� C4�bedroom Type ��I Residen�a4 System <br /> z� 600 GPD design ftow <br /> 3t Yes Garbage disposat or pumped t¢septic 50�targer tank with muttiple compltanks <br /> 7 2250 Gal Septic tank(code minimum; 225€3; Ga[Septic tank (design size / l.UG req'd) <br /> Tank options: none <br /> s7 1.2 GPD/ftZ mound sand toading rate contour toading rate of 12 req's a min S0 ft. long rackbed' <br /> e� t0A ft roekl�d width 50.Q ft rockbed length <br /> 7> 3.4 ft tateral spacing 3.0 ft perforation spacing {maximum o#3 for both) <br /> end feed manifotd connection <br /> g) �Eaterats 48,Q feet long 17.0 perfs! taterat 51 perfs tc�tai <br /> (1/2 a perf ineans the first perf sta�ts at the middle feed manifotdj <br /> � 7I32 inch perfs at �feet residuat head gives 0.56 gpm'ftow rate per perforation <br /> for this perf size 8 spacing, €r,pipe size on line 12, max perfs/taterat= 30 , line#8 must be less--> OK <br /> in� 4.0 doses per day (4 rninimum} <br /> x�� 150 galtons per dose (treatment vo(ume) <br /> 2.Qf? Sx <br /> t:a 2.00 inch diameter laterats must be used to meet"4x pipe votume"requirement <br /> 2.t3f1 3x <br /> ��� 275 feet af 2.0 inch supply tine ieads to 47 gatlons of drainback volume <br /> (Tip: "top feed"mar�ifotd to cantral the drainbaek) <br /> }�> f 97 gatlons TOTAL pump aut votume(treatment+drainback� <br /> ts� 32 feet verticat tift fram pump to mound laterats, leads ta a: <br /> �6} 29 GPM C� 45 feet of head, Pump requfrement (n�ate. >50gpm may require an extra 3-6'of head) <br /> i�t 500 gal Dase tan�(cacie minimum) 130i} ga!Dose tank(design size�! LUG req'd) at 25.49 gpi <br /> leads ta a <br /> ��� 7.7 inch swing on Oemand itoat, or timed dosing of 6.8 min QN (confirm pump rate with drawdown <br /> (this detiver5 Average ftow, =70%of Peak design flowj��g hrs D�F test and adjust as necessary) <br /> �9) i� inches from bottam of tank to"Pump OFF"ftoat <br /> zo> 20 inches from bpttam of ta�k to'Pump ON"ftaat,pr 12 inches to"Timer ON"ftaat if time dosed <br /> *i7 23 inches from battom of tank to"Hi Levet"float,or 33 inches to"Hi Level"flaat if time dosed <br /> � 714 gattons reserve capacity �after�li�h level Atarm is actt'vated) <br />
The URL can be used to link to this page
Your browser does not support the video tag.