My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-00728 - septic
Orono
>
Property Files
>
Street Address
>
P
>
Pinehurst Court
>
600 Pinehurst Court - 06-117-23-34-0007
>
Septic
>
2017-00728 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:27:24 PM
Creation date
7/9/2018 8:38:52 AM
Metadata
Fields
Template:
x Address Old
House Number
600
Street Name
Pinehurst
Street Type
Court
Address
600 Pinehurst Ct
Document Type
Septic
PIN
0611723340007
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
20i1 p���e� Mound Desi�n <br /> www.SepticResource.com {v8rs 15.2) <br /> Praperty pwner:' Gonyea Hames Date: 6/5!?U17 <br /> Sfite Addressr 600 Pinehurst Court . PIO: OG11723340007 <br /> Comments: <br /> instructions: � =e�ter data � =adjust if desiced � = compuker catcutated-DO NOT CHANGE►. <br /> i► �bedraom Type � itesidential :System <br /> �� 750 GPD design ftow <br /> ;� Yes Garbage disposat or pumped to septic 5t�larger tank with muttipte comp/tanks <br /> �t 2250 Gat Septic tank(code minimum) 2250 Gat SepUic tank(design size / LUG reqtl) <br /> Tank opCions: none <br /> » �•2 GPD�ftz mound sand toading rate contour loading rate of ]2 rieq's a min 62.5 ft. long rockbed <br /> ; 90.0 ft rockbed width G3.0 ft rockbed tength <br /> �; 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) <br /> end feed :manifold connectio� <br /> sti �3 laterals b1.0 #eet tong 21.0 perfs/tateral 63 perfs iotat <br /> (1/2 a perf ineans the first perf starts at the middle feed manifatd) <br /> ai 7l32 inch perfs at �1 feet residua!head gives U.56 gpm flow rate per perforation <br /> for this perf size fz spacing, f�pipe size on line 72,max peifs/tatera!= 30 ,line#8 must be tess--> u�: <br /> ic�i 4.0 doses per day (4 minimum) <br /> �>> 188 gaUons per tlose (treatment voiume) <br /> 2.00 5x <br /> i_� 2.00 inch diameter laterais must be used to meet"4x pipe volume".requirement - <br /> 2.U0 3x <br /> u� 45 feetof 2.0 inch supply iine teads to�8 galtons of drainback vatume <br /> (Tip:"top feed"manifotd to controt the drainback) <br /> �ai 196 gaUons TOTAL pump'out voiume(treatment+drainback) <br /> rs� 12 feet yertuai tift from pump to mound taterats, leads ta a: <br /> �6; 36 GPM @ 19 feet of head, Pump requirement (note: �SOgpm may require an extra 3-6'of head) <br /> i>> �gal Dose tank(code minimum} 13Q0 gat Dose tank(design size/ LUG req d) at 25.49 gpi <br /> leads to a <br /> tss 7J inch swing on Demand float, or timed dosing of 5.4 min ON (confirm pump rate with drawdown <br /> (this.detivers Average fiow,=70%of Peak design f'low)ehcs OFf test and adjust as necessary) <br /> �v, 12 inches from bottom of tank to°Pump OFF"f(oat <br /> ��� 20 inches from bottom of tank to"Pump OM float, or 12 inches�o'Timer ON"float if xime dosed <br /> �i; 23 inches from bottvm of tank to"Hi Level"ftaat,or 33 inches to"Hi Levet"float if time dosed <br /> �.�i 714: gallflns reserve capaci#y '(after High tevet Alarm is activated) <br />
The URL can be used to link to this page
Your browser does not support the video tag.