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' OCCUP D - RES # 4 09
' L 0 T 18, I BLOCK 38 �6ti EX. WELL / F. E. E. =18.73
11/4 N58"11'00"E 113.51' ----------N5811 oo0"E
13.51'
----f----------- -----�--
00'(P)
100'
... 1- — - 6' CONC. WILL
51
P \ o /
o °
EX. WELL
o �O
---------------200 70_�M� --------------
100.'(P)
200.6'(P) \
/ WL Z _ OCCUPIED CHURCH
�Pa E. E. E. - 7 9. 90
/ 3,931 S.F. i
SANCTUARY \
PROPOSED Iti
F. F.E. = 19. 20 SLOT 20, BLOCK 38
I i
i
J
o LOT 49, BLOCK 38
w �
Q
i
75 0'
ti o PROPOSED x�
Zoo GA°. ONE STORY
4 I
TANK aANCTUARY h
0 0 FACILITY / i LC WLP
3,931 S.F.
/ BLDG. HT. = 40' MAX
I
F.F.E. = 19.20 _
32.0' I
0)
i {SEPTIC '
I _ I
64 CHAMBERS L_j TANK
/ TOTAL 17 Z
8 LONG BY �6
/ 8 WIDE
AREA CONST. FIRE HYDRANT
1,286 S.F. 150 6 x 6 TEE 6 PLUG & 100'(P)I 1oo'(P)
_____
��� N58"11'00"E ' WATER METER 2 ^, 250 00' ^^� N58*11'00"E W 200.00'
TOP OF BANK 03"PVC W ti
----EX 24" CMP--- --- -- - - -- --- ------------1---------- EX.�24" CMI�'
o
---- ---- ---- -
----- ----- ---- -- --- - - - - - - - -=- - -- ------ --- ----- --------- --- - - - -- ----------- CATCH BASIN
----- O --- ---- — --'— ------ — ---
S W A L E EX. CATCH BASIN
a TOP=14.7
`D ' TOP=14.59 � '�
^r0'�0 TOP OF BANK 0 W. I N V. =11. 5
��. Nro .. ._ ... ._ ... _... ... ... ... ... ..._
E.INV.=11.2
9
�1 MIDWAY OAD,,(AKA WNI TE CITY ROAD)
___ ___-- __ —_—_ __
100' R /
1A S P H A L T R O A D W A Y CONST. 80 L.F. OF
.° j'
ti �
_WATER.__M.�1 _. ... ._ 6� _ °C�� ._ .. .. __... ._ ... ..._..... _- .. ... ..._...—... �...
�6t (DIRECTIONAL BORE /
EX. 8" W.M. 60 L.F. OF H.D.P.E.) OI
EX. F. H.
_ ___ __
1 \v I=-----------------------------------------------------------------—-------- --_---
CONST. 8" X 6" j �1 I j ENLARGED MEW
TAPPING SLEEVE I m
& 6" GATE VALVE 53•
B.S.P. #1
moron
12• _
Mound for � � 11111111''M 1! ��1111 i=
Proper Drainage 18.50
PROP. FIN. GRADE �/ b.- -
__.. . .._ .-��`:,. -_TPr e.�.�_`�`'. rs•'r� � SECTION VIEW SIDE VIEW
SEPARATION DETAIL
24 INCHES MIN.
SEASONAL HIGH WATER TABLE
DRAINFIELD ABSORPTION BED
R IIIIIII�18"--I
R
O
6" o 0
Q I • zz`--�
END CAP DETAIL
INFILTRATOR UNITS DETAIL
-
REVISIONS - BY DATE
REVISIONS PER ST. LUCK COUNTY RML 6-20-19
REVISIONS PER ST. LUCI COUNTY HEALTH DEPARTMENT RML 7-29-20
• 4.0 FT.
• 4.0 FT.
DRAINFIELD WITH 8
ROWS OF CHAMBERS
8 IN EACH ROW
64 TOTAL
DRAINFIELD
SYSTEM DETAIL
GUMFU I tK FIELD BK./PG.
FILE REF.
adyko
esign
roup, LLC
ENGINEERS, PLANNERS &
4400 BELLE GROVE DRIVE
FT. PIERCE, FL. 34981
PHONE: 772- 530.8261
FAX 772-464.1383
enginpod2250aoLcom
CTION MANAGERS
a•
NOW
0' 20 40' 60'
LOCATION MAP
STREET ADDRESS
202 EAST MIDWAYROAD
LEGAL DESCRIPTION
LOTS 21 AND 22, BLOCK 38, INDIAN RIVER ESTATES UNIT 4,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 10,' PAGE 49 OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
SAID PARCEL CONTAINS 39,986 S.F. (0.92 ACRES).
GENERAL NOTES.
1. CONTRACTOR TO REMOVE ALL HARDPAN OR UNSUITABLE MATERIALS
FROM DRAINFIELD AREA.
2. CONTRACTOR TO RAISE SEPTIC AND DOSING TANK MANHOLE
COVERS TO MATCH FINISHED r GRADE.
3. CONTRACTOR TO USE CLEANOUT ACCESS TOPS APPROPRIATE FOR
DRIVEWAYS WHERE APPLICABLE.
4. CONTRACTOR TO VERIFY ACTUAL LOCATION AND DEPTH OF
PLUMBING CONNECTING EXISTING BUILDING PRIOR TO CONSTRCTION.
5. CONTRACTOR TO INSTALL ALL NECESSARY CLEANOUTS PER HEALTH
DEPT. AND FLORIDA PLUMBING CODE REQUIREMENTS.
DRAINFIELD INFORMATION:
REQUIRED DRAINFIELD AREA = 750 S.F.
REQIRED UNOBSTRUCTED AREA = 1,125 S.F.
TOTAL BED AREA = 64 CHAMBERS X 12 S.F./CHAMBER = 780 S.F
SEPTIC TANK IS A 1,200 GALLON TANK
- ROCEIVED
AUG 1 9 2020
ST. Lueie County, Permitting
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Sup ;rsedes All Previous Site Plans for
` OSTDS #E5L SF I L21 & Well #
Date: �7/7.1
Reviewer.
w
MIDWAY ROAD i
100 FT—R---------..---
---
03--120
zlrc
PROPOSED
C.
— — —
15r— — — — — — — — —.-- — — — — — 15 '.
EX 8" 80` MIN.
I N.M.
CONST. 8" X 6" R.C.P4"
STORM
TAPPING SLEEVE k
B.SVE
.P. /1 12"MIN
�/
--- ---- ----- — ---
toi {- I— 110
I
7
I CONST. 80 L.F. OF II I
ENDS OF PIPE IN
6" H.D.P.F) WATER
I MAIN I
TRENCHES TO BE
/ CAPPED
9
- DATUM ELEV.
5r.------------------------ 15.00
I I(NAVD)
L-------- =------------- —j
WATER MAIN DIRECTIONAL BORE
1. THE WATER MAIN SHALL BE 6- H.D.P.E. (8" O.D.)
2. PURSUANT TO THE 2010 F.D.O.T UTILITY ACCOMODATION MANUAL, THE MINIMUM -
DEPTH OF THE BORE SHALL BE 10 TIMES THE PROPOSED REAMER DIAMETER.
.l
y`
■
BY
DATE
DESIGNED
RML
9-20-16
CALCS.
DRAWN
RML
9-20-16
DETAILED
CHECKED
RML
1-23-17
APPROVED
UNITED PENTECOSTAL FIRE MINISTRIES
TRINITY INTERNATIONAL, INC.
WATER & SEPTIC PLAN
HORIZ SCALE:' 1"=20'
VERT. SCALE: 1' =20'
JOB' No. 16-020
SHEET 4 OF 6