HomeMy WebLinkAboutDrainfield SpecificationsAPPROVED. SYSTEM EQUIPMENT
In
EXISTING APPROVED TRASH'TANKS FOR AQUAAIRE AA500, AASOO & A5500 SYSTEMS.
DRAINFIELD: SPECIFICATIONS SEPTIC SYSTEM
1. INFILTRATOR IM540. '
2,,ROTH MULTITANK MODEL.RMT-5O0
DRAINFIELD SIZE REQ•D = 376 SQ. FT. 3. SMFUNG•SEP71C TANK 300LD3RL3NB CAT4
OCCUPIED
UNOBSTRUCTED AREA REQ D - 564 SQ. FT. � VACANT . 4. SEBRING SEPTIC TANK 450LD3RL3NB• CAT4
POTABLE YELL AND
UNOBSTRUCTED AREA PROVIDED 564 SQ. FT. 'OBSTRUCTIONS 5, SEBRING SEPTIC TANK 750LD3RL3NB CATS
NO <5 FEET
2 DRIP LINES PROVIDED-@ 16'FT. AND 6 LINES @ 26 FT: 75 TO EXISTING 7. SEBRING SEPTIC TANK 0500LLD33 L3NBCCAT3 .
-SEPTIC
VACANT -IMPROVED DRIP LINES TO HAVE GREATER THAN 24-SEPERATION, POTABLE WELL B. NORWESCO 300 LOW PROFILE
NO :OBSTRUCTIONS ONE EMITTER 12" O.C. X 2 SF/ENIITTER = 376 SF B
LOT 1318
LACK, 3BLOCK 30 0 APPROVED TRASH TANKS FOR ECOPOD E50..
LOT
< 75' FEET DRAINFIELD PROVIDED OCCUPIED OCCUPIED 1. INFILTRATOR IM519
FFE '= 21..93 R07H MUL71TANK MODEL'RMT-500
WAt" DISCHARGE LINE FROM 2. 3. SEBRING SEPTIC TANK 75OLD3RL3NB-CAT3
HEADWORK$.IN PUMP TANK AIR RELIEF VALVES 4. SEBRING SEPTIC TANK 900LD3RL3NB CATS
"Y
TYP. 1 ";.RECIRCULATION LINE.BACK TO S. SEBRING SEPTIC TANK 105OLD3RL3NB CATS
NCHMAR,K' -
MEADWORKS IN, PUMP TANK (15.18 GPM AEROBIC TREATMENT SYSTEM
ECI CULATION RATE) SEE THIS DRAWING FOR -APPROVED APPROVED. PUMP TANKS FOR. AOUAAIRE AA500; AA600, AS500 AND.
gyp, c�p9 2- . l9. cep FIR 2" o SYSTEM, . ASH A LIMP TANKS SIR[. 1 2" �� �TRATORS 540
TRASH AND P
S. 6 8 S00 00. 00 . E 125,.00. �O6 "LB 6912" 2 ROTH MUL71TANK MODEL RMT-500
-1- i 3. SEBRING SEPTIC: TANK 30OLD3RL3NB CAT4
/ ,;•�/ /. 4. SEBRING SEPTIC TANK 450LD3RL3NB CAT4
5. SEBRING SEPTIC 6SEBSEBRING NG SEPTIC TANNG SEPTIC K 1050LDRL3NB CA73
I _
-_
S. NORWESCO. 300 LOW PROFILE-
�N
SYSTEM- - GENERAL NOTES DESCRIPTION
� - 1 ? .. TAN00 1. .. _ .
-15.0' '
TR
j' b . BY CLIENT.
2. ADJOINERSSHOWN HAVE N TDBEEN BEEN:
T
TYP. EMITTER. LINES'. (2 . .16' AND 0.26') S. c.. / �y02
> 24" SEPERATION NETA IM "VINYZ NE FREE" 0 ,/34.9' OD 4. L.ANDSXSH13WN EREDN WERE, NOT CABSTRACTED FOR
AL
MODEL #08WRAM.9-1250 GPH �p
�. RIG T DF NAY AND/OR EASEMENTS DF.RECORD
` I u A D WELLS IF SHOWN. ARE APPROXIMATE
5, SEP IC 'TA KS
NCO CRETE: LOCATIONS AND SHOULD BE FIELD VERIFIED'BY
MES a GROUNDWATER FLO / OTABLE WELLBSHO
// PAD �I CONTRACTOR FOR CORRECT. POSITION AND -SEPARATION,
UNDERGROUND UTILITIES .OR FOOTERS HAVE NOT BEEN .
I INV =. 19.3 I Wi J-L I O p LOCATED:
I 6,7/ PROPOS D FESIDENCE . - ro 6 SEPTIC 75.FEE 6. BEARINGS. AND DISTANCES SHOWN; HEREON
�O �O mil, j9 a 7704 BAIAN ROAD. a SUBSTANTIALLY AGREE. WITH THE PLAT UNLESS
WA[ . AYE^, FE' - 23.50�: o LOT 14 C LOT 17 OTHERWISE NOTED. THE, BEARING SYSTEM. SHOWN "
BLOCK 30 I HEREON• IS BASED ON THE
LINE INDICATED BASED DN
.. OCCUPIED 30
7
p RECORD.
O I cn I. I / / '•'' 8..AL _L DI9TAN. C SB SHOWN HEREON LARE HDRIZON. TAL
. P PROP ED 376 S5 DRIP DRAINFIELD E T
ORO O AED o EN
- I WITH 564 SF OPEN AREA STANDARD MEASURE . <U S. SUR.VEY FEET).D O U.S.
OCCUPIED //
^ ni.(EFPLUENT PLUM AREA; 9. THE: PROPOSED. IMPROVEMENTS, SHOWN HEREON DO NOT
SEPTIC SHOWN '� l b
NO WELL.< 75 FEET = C 1� / REPRESENT 'THE FINAL DESIGN UNLESS APPROVED BY
_ 14.8, AC' PAD o
►y-� U THE GOVERNING `MUNICIPALITIES
VEW
h 4B 0' 10. ACCORDING TO .THE NATIONAL FLOOD. INSURANCE RATE
' 2 6-wTHE
a •Z. o�3s i. PROPOSED ABOVE DESCRIB. ED PROPERTYA LIES IN_ ZONE,�X
B 4'
9'
p CD POTABLE WELL 11 THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW
s` MES ' O ARROWS. IF. SHOWN. HEREON WERE .PROVIDED. BY. THE
I � I
' O INV 1 %2 I IL LPRIOSED WATERLINE T'0�.CLI ON -TODD' N.R ITH, PE; INC: TAKES NO
h®EXISTING.
c 'o . R, P PROPOSED
LIEY ELEVATIONS
C OWN TNESS. THE
ONLY FOR THE
POTABLE
Cep %1 'WELL SHOWN
PERMITTING.
THROUGH T
MUNICIPALITIES.F THHEC
�.,'
LOCAL GOVERNING
'� ., u y 12. SOD TO MATCH HOUSE LOT SODDING (BAHIA,
FIRC. 1/2 ' S00 0A 00 E. =-12�;9 'SIRC �1�/2�� FLORATAM UR ST. AUGUSTINE).
y = .(ILLEGIBLE):. .. "LB. 6912
I
CERTIFICATION
w.a EXISTING ® I HEREBY CERTIFY THAT THE ENGINEERING,FEATURES OF THIS
POTABLE"WELL AEROBIC TREATMENT SYSTEM HAVE BEEN DESIGNED OR
SPE.. C .
I[Ed BY ME St Lucie.CO n APPLICABLE TO SUCH PROJ CTS.rNMY.PROFESSIONAL ING RINCIPLES
V FD0 �7 LOT.
melft Env`ro deal h
Site. Plan' Am, o PFf�r �b stru.ciion a �� OPERATED Ais 1 � D COMPLY
BLOCK 0
THE
OCCUPIED
1S SYSTEM, PROPERLY CONSTRUCTED,.
pnp TA ACHIEVE THE ESTABLISHED
FIFE 2 3.47 si'd Y WITH ALL APPLICABLE
Supersetles,All Previous Sit Plans.for ^;r� BLOCKLOT 130 laA
rE p
. • �OR
VACANTOCCUPIEDND'ULE
THE RSOS '� -Z. TDS#5Gy &- W II: #sy' 3?. j
DELAKEWOOD PARTM UNIT N0. 4,Date o u NO OBSTRONS Tae _ Rev�ewer.:: ,T RI CLNG TO. THE MAP' OR PLAT THEREOF. AS - p � �,,E
• - L ENG EERS E 2062: �
..FEET
+ F
N
RECORDED IN PLAT BOOK 11 PAGE(S) 2 OF THE NS
s A
PUBLIC RECORDS OF S LUCIE, COUNTY FLORIDA.
• s �E�CND i;VALIDWITH Q INK SFJILOFAFLORIDA
LASED E R
FOCUS:.HOMES LEGEND .••: \
7704 SEBASTLAN ROAD TODD N'. SMITH, PE; : INC'. VECORRUGATEDj o
CON[ CONCRETE PCC' POINT OF COMPOUND CUR ACCMP: ASPHALT COATED METAL P pp�,�
PI POINT- INTERSEC71ON NGVD . NATIONAL GEODETIC VERTICAL DATUM OF7 r��
C/1. CENTERLINE SCALE 1" 2
TT q C q q � �y 0'
FT. PIERCE, . FLORIDA 32951 . w 71 7 'I N D I A N :. R I VE,R -BOULEVARD .. P8 PLAT, BOOK! (_�' INDICATES. RECORD DATA .. NAVD.. NORTH AMERICAN VERTICAL DATUM OF 198E .. 3 1 DESIGNED- BY. TNS
IR FF��O0pp
EOP. EDGE OF PAVEMENT X0.0 INDICATES GROUND ELEVATION • PUEcDE PUBLIC UTILITIES &DRAINAGE. EASEMENT +� 1 11p F1CATION
REVISIONS. ,- BY.. .DATE. ' . .. ORB OFFICIAL RECORD BOOK. INDICATES SURFACE WATER FLOW -® INDICATES PROPOSED GRADE LB. UCENSED BUSINESS
SUITE 302
PA INDICATES
--
T
PC 0 CATES NAIL OR: NAIL AND -DISK P, PROFESSIONAL. LAND SURVEYOR L LENGTH
DRAWN BY; JMS
VER.O BEACH, ..FL. 3.2960 ENG PROJECT21092 .
R� ' RIGHT_OF WAY' CLF. CHAIN LINK FENCE ' RLS '. REGISTERED, LAND SURVEYOR. M MEASURED
0 CORNER
POWER'POLE WF 'WOOD .FENCE 0. ELEVATION (VERTICAL CONTROL) PVM .PAVEMENT
. G R METER POC POINT OF COMMENCEMENT R
OH OVERHEAD PARES WWF -WOVE WIRE. BSL BURRING SETBACK R' RADIUS OF
Ph.'- (772). 5 5 9.= 3 6 9 ,.e T� OWNSHIP. .
/W
9 DATE: SEPTEMBER 2021
PCP PERMANENT MARKER
0L POINT UB • SANITARY
BOXER BM. BENCH M BEGINNING' R
SE
tnspe@bell�so: uth.nea. POINT OF 7ANGFSEY CM CONCRETE MONO ENT A/C COVERED. CONNDITIONER .
C 5 SIDEWALK • . Cov PT
PRC POI OF CURVE FF FINISH FLOOR N/b NAIL AN DISK PAGE 1 OF 1 - -