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2003-P06517 - new septic system
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585 Stubbs Road North - 32-118-23-24-0006
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2003-P06517 - new septic system
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Last modified
8/22/2023 4:40:02 PM
Creation date
3/20/2019 2:07:13 PM
Metadata
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Template:
x Address Old
House Number
585
Street Name
Stubbs Bay
Street Type
Road
Street Direction
North
Address
585 Stubbs Bay Road North
Document Type
Septic
PIN
3211823240006
Supplemental fields
ProcessedPID
Updated
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. • PRESSURE DISTRIBUTIUN SYSTEM <br /> 1. Select number of perForated laterals [-� <br /> 2. Select perforation spacing 3.0 <br /> 3. Since perforations should not be placed closer than 1 ft to the edge of the rock layer, <br /> subtract 2 feet from the rock I�yer lengih. <br /> 50 minus 2 feet = 48 feet <br /> 4. Determine the number of spaces between perForations. Divide the lengtl� above <br /> by the perforation spacing and round down to the nearest whole number. <br /> 48.0 divided 3.0 equals 'i�.0 spaces rounded do�vn = 16 <br /> 5_ Number of petforations is equal to 1 p#us the number of perforated spaces in step 4. <br /> 16 spaces pius 1 = 17 perforations per iateral <br /> 6. Multiply the pertorations per iateral by the number of laterals <br /> to get total number of perforations. <br /> 17 X 3 equals 51 total numbe� of perfora�ons <br /> 7. Determine the required flow rate by multiplying the number of <br /> perforations by the required perforations discharge from the table below. <br /> 51 perforations X 0.56 hole discharge = 29 gpm <br /> MAX(MUM NUp�ER OF�UARTER INCH PERFORATIONS PER REQUIRED PEFtFORATION D13CFbRRt�E <br /> tATERAL TO GUARlWTEE<1096 DISCHAROE VARIATION 1N G�AL.LONS PER MNUTE GPM <br /> PEFiF SPA�CIIrG IN FEET 1.25 IN PPf'E 1.5 IN PIPE 2A IN PfPE DISC.HFAD 7/32 IN PE 1!4 IN PERF <br /> 2,5 14 18 28 1.0 a Q.58 0.74 <br /> 3.0 13 17 26 2.0 b 0.8 1.04 <br /> 3.3 12 16 25 a USEt7 FOR SINC;LE FAMIIY HOA�S <br /> I 4.0 11 15 23 l b, USED FOR ALL OTHER APPlICATION <br /> 5.0 10 run 22 <br /> 8. If HEADER PIPE is connected ta the EIVD of the laterals, select minimum required lateral <br /> diameter from table above with pertoration spacing and number of perforations per <br /> lateral. Select minimum diameter for the perforated lateral. <br /> You have selected 3.0 ft spacing and 17.0 perfs per lateral <br /> 2.00 inch minimum diameter faterats <br /> 9. If HEADER PfPE is connected to the CENTER of the laterals, perFs per tateral are 1/2, <br /> select minimum required lateral diameter from table above with perforation spacing and <br /> number of perforations per lateral� Select minim�m diameter#or the p�rforated lateral. <br /> You have selected ft spacing and � perFs per lateral <br /> �� inch minimum di�meter lateral <br /> PAGE 7 OF 12 <br />
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