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1987-11-03 Septic System Design
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1987-11-03 Septic System Design
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Last modified
2/19/2025 11:34:59 AM
Creation date
2/19/2025 11:16:48 AM
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Template:
x Address Old
House Number
3575
Street Name
Christine
Street Type
Drive
Address
3575 Christine Drive
PIN
0511723120018
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-PERFORATED <br />LATERALS <br />SANDY LOAM SOIL- <br />LAYER OF STRAW OR <br />MARSH HAY COVERED <br />WITH RED ROSIN PAPER <br />PIPE /FROM 2PUMP-21 <br />I ?, <br />CLAN FLOCK �,/ ����•.' ��� DIVERSION FOR <br />Y ,�y�.+,�►►/�� /� J % SURFACE WATER <br />6" TOP SOIL, 1 SELECT a5 LEVEL a 9TE AS aiaLr. von THEMo:�►A <br />- 7 j 2 REMDVE EXESS VEGETATION Rfl». DISK OR tbNG BACKHOE RAKER TEET <br />K <br />�•'-, gOUC ,1! THE SwgfF SDA 6 INCHES DEEP Do THIS ONLY IF THE MNST(1RE <br />mPITENT 5 LES-5 THAN THE PLASTIC UMIT (SOIL 15 PLASTIC IF IT CAN BE RDI-lfn <br />HTO AN �j NCH WIRE) 00 NOT REMpVE MRI D< THE SURFACE SOIL MOUND <br />,R-'� , pfgFT)i1MAPKE ON C T 5Q1�� DE �CQQNNS ME CAR£�pT�O�PSRE[ NT__COMPAT;a <br />�•/ 4'i' J% , <br />AND RIDDLING CIFrE [LAY oaaNSRtJC' �W►E TNEIti[+� CO►+51R1K <br />ION EDLIPMEN. AMC DO NOT MOUND N CLAY SOIL IS <br />N A <br />PLASTIC CDIDI TION <br />�5[ ONIY TRAOC TYPE EThIIP+aOIT FOR COdTFtUCTING THE nFDu1a0 SO AS F1()T <br />1,1y,.'�o• �'" '-�'t J �' �N , �• (i /�.'% TO ODwWACT THE ORIGINAL SOIL p�RC�p <br />I =" "'fir—.,'�•��'- �~ _.� � .: �' ~MAk.j A THERE WIST BE <br />RATE NO SLT T/MN 120 MFEET MIiNUT6 PER NOR a XL �F��STER T1MN S <br />1 �. MINUTES PER INCA/. BEFORE ftAC G TIE LJ►rFyl OF CLEAN <br />off '' F S TIE 12 INCH LAYER OF CLEAN SMO IS PART OF THE Mjk10 COF6T7RICT� <br />S� h~-t`-- _ -J • _' <br />15 CONSIDERED CLEAN F IT CAN R56 T►E'i1RlIT iAR TEST RJR mNC SMS <br />Cl�qOPE .. , 6 THE TDP OF TPE CLEAN SAM LAYER AND THE TOP CIF THE IgOt IiD MMT BE <br />`,.•: ODNSTTiUC LEVEL <br />MS <br />SA LEA <br />CII `1 7 DISTRIBUTION PIPES ARE NCH DIAMETER SIMCED AO INCHES 011 CENTER <br />FI I SOD 3`v — '% CONNECTEDWE <br />AND AT ONS DRIRI�LEZ EVERY 36 NNC. CENTERTHE POI�NG DO80 PIWN M <br />E LAYER +_ /{� '}.�►�. ` , EE ANEW DRILL BIT TO AVOID BURRS INSIDE THE PIPE <br />R�kEr� `f _ B MINE INCHES OF ROCK Al`PLACED LINDfR THE PERFORATED LATERALS AMC 2 <br />f� INCHES ABOVE FOR A TC NROCK CK DEPTH Of 12 INCHES <br />UP _ -+ 9 THE ROCKFIRSTCESTRAW <br />WI LAYER OF RED ROSINP&PERL6INCHES AT <br />\RRIT RgL 10 AATOcK ST 6 INCHES OF LOAMY SAND SHOULD BE PLA'ED OVF THE TOP OF THE <br />R LIgYE II <br />A 6-INCH LAYER Of TOP SOIL SHOULD BE PLACED OVER THE EP, (IRE MOUND 50 <br />THAT A WSS COVER CAN BE ESTABLISHED <br />�12 CROWN THE SOIL COVER AT LEAST 6 INCHES IN THE CENTER DF 7HE MOUND <br />ABOVE THE ROCK LAYER SO THAT HE}VY FAIN W.— RUN OFF <br />13 SIDE SLOPES OF THE DIKES SHOULD BE NO STEEPER THAN • 1 ON CLAY SOLS <br />AND 31 ON SANDY ILS <br />HI 6A.TNIR. DEPEt" ON T; AMOUNT OF DAILY <br />SEUENf 1 <br />5 IMU <br />MAFM EFFLT DOSE PFR PUMP CYCU SHOULD BE N: MORE THE TABLE <br />VALUES <br />• 16 MINIMUM PUMPING RATE IS 5+4OWN IN TABU PUMPING HEAD MUST BE <br />.• <br />ADEQUATE TO t"RCCIME ELEoe',ON DIFFERENCE. FRKT+JN LOSS PLUS 5 rtET <br />FOR PFRFORATFc �ATERRALS <br />
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