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1251 Gladiola st ® d Jacksonville SLIGHTLY SCAlf of MMES LIMITED SAND SOD OR SEED SYSTEM FAILURE AIR RELEASE VALVE (BY BUILDER) e 4 RUD LOCATED ° CON Ti N GEN CY PLAN: AT HIGH POINT 6" COVER (TYPICAL) TO FINISH 18" THE SYSTEM MAINTENANCE ENTITY SHALL 1 1/4» P, GRADE PROPOSED GRADE (MIN. EL. 6.0) BE NOTIFIED IMMEDIATELY UPON SYSTEM SUPPLY 3 TEM SHALL BE MA�FOLa �1 D FAILURE AND THE SYS 0 PUMPED OUT AT LEAST ONCE PER WEEK, EMITTER (TYPICAL) 1 1/4" x 1/2" EXISTING GRADE , tNCTtU EACH UNTIL THE SYSTEM HAS BEEN mNGG(nrn) 1/2" BIO LINE (4 BELOW OREN W/EMITTERS 25" z REEDY BENCHMARK)SATISFACTORILY REPAIRED AND INSPECTED �, B EACHFOR COMPLIANCE BY THE HEALTH z oo C7 DEPARTMENT. COPIES OF THE SYSTEM M N C PUMPOUT INVOICES SHALL BE FORWARDED Z J 6� �� TO THE HEALTH DEPARTMENT ON A oa _ SVD JACKSOW O WEEKLY BASIS TO VERIFY COMPLIANCE. <w 1 1/4" PVC �. � �" 0 W RETURNMANIFOLD PROJECT LOCATION a z Z� N LIMIT OF EXCAVATION. .r; Z w U> BACKFILL WITH �� » SLIGHTLY LIMITED SECTION A-A SAND z o z NTS Al -' w 12g ON ® SEED OR SOD w w VICAR 4" TOPSOIL VICINITY MAP 1 1/4 PVC TO S F.F.EL. 8.5 0 THIS DESIGN IS BASED ON MEETING PREF RE FL-Ow tz SUPPLY LINE 6't o W ADVANCED SECONDARY TREATMENT 11/4• PVC Q ANCE STANDARDS WITH FLUSH LINE NON-WOVEN GEOTEXTILE00 PERFORM NETAFIM BIOLINE 1 1/4' Pvrr BULKHEAD OR CONC. 18"f WRAP ON SIDE & ENDS I DRAINFIELD REDUCTION, INCREASED GPH EMITTTRS/°�92 �� TERRACE MODULES (BY t (NOT BOTTOM) ALLOWABLE FLOW AND REDUCED OTHERS) -- TREATMENT VOLUME: ATI 23"x4.5x35' = 302 CF vs SETBACKS. TYPICAL DRIP IRRIGATION DRAINFIELD LAYOUT JECK14 > MIN. 300 CF REQ'D. BY NTS 4" 0 HDPE v CITY OF ATLANTIC BEACH � © PERF. PIPES d EXIST. GRADE EL. 4.0 001 z z 0 4'-6" cn cn z z oy O L 77 (102.00') REMOVE & REPLACE WITH vi vi CONS 4" HDPE VERFLOW CLEAN SAND PIPE M STORMWATER } �- a °`°` TREA AREA / W m o 0 CONNECT ROOF DRAIN TO STORMWATT� I SEPTIC SYSTEM BENCHMA K TREATMENT PIPES (TYP.) S•1 29 SECTION "B-B" Q w W DISK IN ROAD 12 PLASTIC PIPE p / NTS oo � NAL / 0 INVERT-2.47 41 L6 240 S.F. (MOUNDED) i } 4.2 CENTERLINE BY OREN REE Y. ,N DRIP IRRfGATION FIEILD STORMWATER ; �7 1 BULKHEAD OR 1 SYSTEM SITE IS 4" BELOW ,` n }, EQUAL (BY �TREATMENT AREA , t BENCHMARK r' TOE OF OTHERS) (SEE SECTION) + it o GENERAL NOTES SLOPE 1 e �'� { f� X13 � E CFAK _ N 9°02'00"E 1+02.00 " I :a ? 1.8� 2. q�4.. }IP E W� ,a 'PTL - :.: 4 t - + 47 - 1. ALL WORK SHALL BE IN ACCORDANCE WITH TM 1 t , I OF 4 4 3. s - = _.. CH PT E 6, F.A.C. LLJ ;P - ,I , 2 4 r 14"PI + s ` 2. CONTRACTOR SHALL COORDINATE ALL WORK AND v OAK 2' 35' n " 3' cil I Q • S ` INSPECTIONS WITH THE DUVAL COUNTY HEALTH } c� 2 TO ' ►� { ,l DEPARTM T (630-3274) AND SCOTT JOHNSON, PE w DRY r 1 1/4 " FLUSH LINE pW o (904-721+1888). SWALEV 0 WE POLE 1 SL P I I Q ori p a ` N ? ALL KNO EASEMENTS ARE SHOWN ON THE PLAN. FILL PLACEMENT IN O s o � �° INSTALL PRESSURE RELIEF VALVES � + � � x � � � 3. L VI RIGHT-OF-WAY AUTHORIZED BY 0 6.5' W BOXES) IF MANIFOLQS ARE I = ! + 0 I OF ATLANTIC BEACH / ( / i ! 4. SEMI-AN AL INSPECTION OF THIS SYSTEM IS REQUIRED C TY f + HIGHER ELEV. THAN TOP OF TANK W s = F.F. ELEV. �� j u- j + BY AN AP ROVED, HOOT MAINTENANCE ENTITY. Lv o 1 1 " U t l pJ ( o , 1 ALTHOUGH A SPECIFIC EFFLUENT SAMPLING SCHEDULE IS W �`' ry ' INE 8'5 a ' I NOT SPECT ED BY THE STATE OF FLORIDA, WE a i L '` AUM BLOWER UNIT 8. o o L. RECOMMEN ANNUAL SAMPLING AND TESTING OF CBOD-5, o- , ; IN; I 1- I I ! HOOT 600 GPD ! !o TSS TN T AND FECAL COLIFORMS FOR COMPLIANCE WITH w >- ; 2. 0 3 ? 50 SETBACK a t '`�� DRIP SYSTEM # 3 ;+� ADVANCED ECONDARY STANDARDS. FUTURE, MANDATORY 3 F �'' # 2.7 r T T TING EXPECTED WHEN FL. CHAPTER 64E-6 Q I ,I ;� rE Ari. .8 S TANK O� 4.1 1 SYSTEM E G S LLI o i ,;r - -�,- SFT __-- ' G - �+ w - IS NEXT A NDED. p_/ IN. k + < o 4.3 �' I Q o f 6.0 �r� 1 LM PVC colvoulT I qALCULATIONS � , � � � Y � 3 , SYSTEM i I M ,g �Ay��� 5% I 5.4 `' E MAX. ALLOWABL FLOW: NET USABLE AREA x 1,500 GPD/Ac. i t , �' i t p � � �' � �.� = 0.16 Ac. x 1,500 GPD/Ac. x 1.5 - 360 GPD (BASED �, RIPRAP AREA 1� + CONST. 37 L.F. OF 15" ` �`'-- C. 9 P�P�' C j o ON ADVANCED SECONDARY TREATMENT STANDARDS] ADS N-12 PIPE OR j G �'� I I r, a ( ! 4' ' � vI + o DESIGN FLOW: USE 300 GPD BASED ON: GREATER OF 300 GPD p APPROVED EQUAL Q '� P a CO FFf - A ,�� 0 j I +� `" s RATED i ' (3 BEDROOMS) OR 2,250 SF CONDITIONED SPACE (300 Q MATCH o ; ? DRAIN NEW WATER i + GPD) EXIST. w 'off _ _ 1 LINE 1 I GRADE o ai ' �� 1 ; DRAINFIELD: 300 GPD DIVIDED BY 0.80 GPD/SF (MOUNDED C, w o° > 0 d i = {{ I REDUCTION) F F AREA + f � TRENCH} x 0.6 (40% REDUC 0 ) 225 S 0 s ti r. 8,. I 4 OA/ � J C� cam. << LIVE L�.K o W W W -" t E, � (MINIMUM). I CONTROL PANEL ! I + 2s 2' UNOBSTRUCTED AREA REQUIRED = 2 x 225 = 450 SF 0 �- _ CON 0 I L.� I - ,� z UNOBSTRUCTED AREA AVAILABLE - > 600 S.F. N 4.1 + I USE DRIP IRRIGATION SYSTEM W/ EMITTERS (SEE DETAIL) 3 SURVEY TOE OF S89°02'00"W 102.00' r � ' � ' CONSTRUCT AVG. 16'x14' FIELD AREA 240 S.F. � BENCHMARK SLOPE NEW WELL I IN EL. 1 ADVANCED SECONDARY TREATMENT SYSTEM: USE 1 - HOOT CONST. C NC. i ELEV. 7.67 NGVD29 - MIN. 4 PVC PIPE. (POTABLE] r MES TYP 0 I t , EXTEND TO TIDAL DITCH 600 GPD DRIP IRRIGATION UNIT. ( ) 4.1 _ ELECTRICAL REQUIREMENTS: 1 - 30 AMP - 120V. CIRCUIT 4% f o AT MIN. SLOPE - 0 .3 PLUS DEDICATED TELEPHONE LINE IN CONDUIT. Q f 28 t s J wo 'h c? A > k` S m 4.2 3 TRANSITION DITCH AND ~� .t N0 WELLS 4.4 MATCH EXIST. WIDTH AND a _ WITHIN 75 FT. LOCATION: 0 o SIDE SLOPES (TYP-) cv _ OF SEPTIC LOT 3 & 4 BLOCK 211 SYSTEM BEACH SECTION ATLANTIC BE C AZA WEST PL H SUBDIVISION , . �1� 50' RIGHT-OF-WAY(IPAVED) SCC FL. N SHEE 0 j ® d Jacksonville SLIGHTLY SM of MILES { SYSTEM FAILURE AIR RELEASE VALVE LIMITED SAND SOD OR SEED (BY BUILDER) d CONTINGENCY PLAN: FIELD HI LOCATED POIN 6y covER (TYPICAL) TO FINISH 18" THE SYSTEM MAINTENANCE ENTITY SHALL 1 1/4" PVC GRADE PROPOSED GRADE (MIN. EL. 6.0) � BE NOTIFIED IMMEDIATELY UPON SYSTEM SUPPLY FAILURE AND THE SYSTEM SHALL BE �A�Fara 3 11 ICIP PUMPED OUT AT LEAST ONCE PER WEEK, EMITMR (TYPICAL) 1 1/4" X 1/2" EXISTING GRADE °R , c OFeEACH 7- UNTIL THE SYSTEM HAS BEEN rnN` E 1/2" BIO LINE (4 BELOW OREN A �w Z SATISFACTORILY REPAIRED AND INSPECTED WfEMITTERS 25" Z REEDY BENCHMARK) FOR COMPLIANCE BY THE HEALTH �' - c °F ? E}' co NEPTU BEACH DEPARTMENT. COPIES OF THE SYSTEMci PUMPOUT INVOICES SHALL BE FORWARDED c oz H DEPARTMENT ON A on- s' T. H BLVD C ® TO THE HEALTH cmr WEEKLY BASIS TO VERIFY COMPLIANCE. �uj 1 1/4" PVC I o JOCK C7 W 4, �F� PROJECT LOCATION °` D Z z< LIMIT OF EXCAVATION. : M Z BACKFILL WITH » >H SLIGHTLY LIMITED yO z ; SECTION A-A SAND I z 19 NTS © Al J w 12:" ON f SEED OR SOD w � CENTER � 4" TOPSOIL VICINITY MAP` 3 THIS DESIGN IS BASED ON MEETING - ' ,/4" PVC IN P�RE FLOW SUPPLY UNE F.F.EL. 8.5 o cf 6'f o � ADVANCED SECONDARY TREATMENT - _ Qa , /4 PVC PERFORMANCE STANDARDS WITH UNE NETAFliM �ouNE NON-WOVEN GEOTEXTILE (o p, z z nRiPPEtuNE w/os2 1 1/4" PVC BULKHEAD OR CONC. 18"'f WRAP ON SIDE & ENDS Co I o DRAINFIELD REDUCTION, INCREASED GPH EMITTERS FLUSH UNE TERRACE MODULES (BY t (NOT BOTTOM) � - > ALLOWABLE FLOW AND REDUCED OTHERS) 01 � TREATMENT VOLUME: SETBACKS. TYPICAL DRIP IRRI AG TION 23"x4.5x35' = 302 CF vs r DRAINFIELD LAYS N Q MIN. 300 CF REQ'D. BY NTS a 4 0 HDPE CITY OF ATLANTIC BEACH PERF. PIPES " - EXIST. GRADE EL. 4.0 04 0' z 4,-6"7 cn _ z z G (102.00') c o 4 cn °i -� � -3 It a~. I REMOVE & REPLACE WITH vi vi vi v o CONST. 4" HDPE OVERFLOW CLEAN SAND IK- tK%1 PIPE FR M STORMWATER �- o TREATM AREA r z 0 CONNECT ROOF DRAIN TO STORMWATTW SEPTIC SYSTEM BENCHMA K L TREATMENT PIPES (TYP.) 51! 2.s o " " c� v SECTION © [� Z Z Y w fJ KIN ROAD 12 PLASTIC PIPE p �� o SECTION B-B a w a o NAIL W/DIS NTS oo � 0oa To INVERT=2.47 41 Lr' 240 S.F. (MOUNDED) { N w 0 = U a Q_ CENTERLINE BY OREN REE Y. DRIP IRRIGATION FIELD STORMWATER ; ; ; z 7 14.z SYSTEM SITE IS 4" BELOW / BULKHEAD OR TREATMENT AREA BENCHMARK `f 3 EQUAL (BY , { TOE OF OTHERS (SEE SECTION) i 1 GENERAL NOTES ?s k , ' .s 'sLM .-.,r} I 'VE OPE OAK0`� ; , z g• _'00 102 fl0 n ; � � 1.s 2.� u ,' `:. 14 ; "P3 E �y .T__E , f 1. ALL WORK SHALL BE IN-- ACCORDANCE WITH _ { i ii4.7 4 5 OF 4.4 1 ,}$ 2 8 ___ _ _ _ CNAFTER _64E- , F.A.C. ED - r i1 t 2. CONTRACTOR SHALL COORDINATE ALL WORK AND 0 r 2' 35' 3 i INSPECTIONS WITH THE DUVAL COUNTY HEALTH # 3 s 7 - ! ': DEPARTMENT (630-3274) AND SCOTT JOHNSON, PE DRY '4 TO 0 . , �' } I W o � SWALE I IV O WE POLE 1 1 /4" FLUSH LINE SL EP , '. ' R I (904-721-1888). - ._ _ � 1 FILL PLACEMENT IN S o / :- ; cel RIGHT-OF-WAY AUTHORIZED BY INSTALL PRESSURE RELIEF VALVES I �( y 3. ALL KNOWN EASEMENTS ARE SHOWN ON THE PLAN. # 0 6.5 / (W/BIDXES) IF MANIFOLDS ARE CITY OF ATLANTIC BEACH HIGHER ELEV. THAN TOP OF TANK } _ 1 4. SEMI-ANNUAL INSPECTION OF THIS SYSTEM IS REQUIRED t ' HOOT MAINTENANCE ENTITY. W I ? F.F. ELEV. g� } d I BY AN APPROVED, W } # 1 1 U f 8.5 �pJ } ry o 1 ? ! ALTHOUGH A SPECIFIC EFFLUENT SAMPLING SCHEDULE IS }, i LINE i t NOT SPECIFIED BY THE STATE OF E Q (L� a BLOWER UNIT 8. o FLORIDA,' INN L. o RECOMMENCE ANNUAL SAMPLING AND TESTING OF CBOD-5 W o } 2•` p 3 HOOT 600 GPD _ !o TSS TN TP AND FECAL COLIFORMS FOR COMPLIANCE WITH Y a DRIP SYSTEM 5o SETBACK 1 }� W Q O 3 ; . A �, , ADVANCED SECONDARY STANDARDS. FUTURE, MANDATORY J �� '� LIQ AK .s s° TANK o' 12.E # �r` ` m � '� S ,^o'' 4.1 1 , t SYSTEM TESTING IS EXPECTED WHEN FL. CHAPTER 64E-6 L1.J � --� , I w ; IS NEXT AMENDED. ��^^��// 3r IN. /r t ;0 4.3 3 S - i 2s� Y U � it '? C• L p ui s.o PVC CONDUIT �' I ` ' } i o i J m SYSTEM CALCULATIONS °D Z I•- !h3 a 5.4 5j ', T A AREA x 1 500 GPD Ac. Q 0 z FLOW- N USABLE � 1 . PSI;,� I MAX. ALLOWABLE LO E U / I 1 F-- Q t = 0.16 Ac. x 1,500 GPD/Ac. x 1.5 = 360 GPD (BASED --� CONST. 37 L.F. OF 15 z ; ! i i RIPRAP AREAV9- 1-- --DpjJ w - 5 s PSP ` _ o ON ADVANCED SECONDARY TREATMENT STANDARDS) Q PIP OR � a ADS N-12 E � ( 4. w a APPROVED EQUAL) DESIGN FLOW: USE 300 GPD BASED ON: GREATER OF 300 GPD Q s CO FFA - �'� P i �- O i , o I 61 RATED 4 ! (3 BEDROOMS) OR 2,250 SF CONDITIONED SPACE (300 .� 4 ? NEW WATER I 1 MATCH w = s DRAIN I ( GPD) o I LINE �r. EXIST. { t � GRADE � v i � � _ O. �. _ � � � rn VI Y 0.80 GPD/SF (MOUNDED to� y y k } � j{ j DRAINFIELD: 300 GPD DIVIDED B / ( TRENCH) x 0.6 (40% REDUCTION) = 225 SF OF AREA t I cam. ;2' _ �j ; A '. o _ W V1f - YY -^ 1,(E,)' OAK �� (MINIMUM). r F 1 } t - 4 F o -`` - t,,ONTROL PANEL ( 2•s � UNOBSTRUCTED AREA REQUIRED - 2 x 225 50 S I _.� Lo - UNOBSTRUCTED AREA AVAILABLE - > 600 S.F. 5 ? s A 4.1 a TAI !TT SEE DETAIL) W EMITTERS}• .� � � „ USE DRIP IRRIGATION SYSTEM / ( ) S ; 3r t , flfl W 102.00 _ { F S89 02 i _ _ SURVEY TOE 3 14 FI AREA 240 S.F.CONSTRUCT AVG. 16 x FIELD� i � i - } t f i i f) k BENCHMARK SLOPE' NEW WELL CONST. C NC. s INEL.EL. ELEV. 7.67 (NGVD29) MIN. 4" 'PVC PIPE. (POTABLE) 3 ADVANCED SECONDARY TREATMENT SYSTEM: USE 1 - HOOT TYP I } 600 GPD DRIP IRRIGATION UNIT. MES ( ) � � EXTEND TO TIDAL DITCH � ; � { l t 4 ELECTRICAL REQUIREMENTS: 1 - 30 AMP - 120 . CIRCUIT I 41 AT MIN. SLOPE = 0.4% ELEC Q Q �.3 2s PLUS DEDICATED TELEPHONE LINE IN CONDUIT. f J I I - 1 S I � m w� 4.2 TRANSITION DITCH AND 4 MATCH EXIST. WIDTH AND o NO WELLS # 4.4 WITHIN 75 FT, C- 1 o SIDE SLOPES (TYP.) N LOCATION. _ OF SEPTIC I � . 4 CK 211 T & BLOCK LO 3 SYSTEM ATLANTIC BEACH SECTION ` WEST PLAZA >" �, � SCOTT JOHNS( - F-WAY PAVED H SUBDIVISION C 50 RIGHT 0 WAY(PAVED) FL. LIC. N0. ; N aSHEET Of