HomeMy WebLinkAboutOSTDS Newm
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (Focus Homes LLC of Florida)
PROPERTY ADDRESS: 7905 Sebastian Rd Fort Pierce, FL 34951
LOT: 2 BLOCK: 29 SUBDIVISION: Lakewood Park
PROPERTY ID # : 1301-604-0044-000-1
PERMIT #:56-SF-23,72962
APPLICATION #: AP1732444
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1675109
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST- BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS
AND STANDARDS OF SECTION
381.0065, F.S., AND CHAPTER 64E-6, F.A.C.
DEPARTMENT APPROVAL OF
SYSTEM DOES NOT GUARANTEE
SATISFACTORY PERFORMANCE FOR ANY SPECIFIC
PERIOD OF TIME. ANY
CHANGE IN
MATERIAL. FACTS,
WHICH SERVED AS A BASIS FOR ISSUANCE OF
THIS PERMIT, REQUIRE THE APPLICANT
TO MODIFY THE
PERMIT APPLICATION. SUCH MODIFICATIONS MAY
RESULT IN THIS PERMIT
BEING MADE
NULL AND VOID.
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT
THE APPLICANT FROM COMPLIANCE WITH
OTHER FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 400 ] GALLONS / GPD AA500. AA800. or AS500L ATU CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ 225 ] GALLONS DOSING TANK CAPACITY [50.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ]
D [ 376 ] SQUARE FEET Netafim(08WRAM.9-12500 SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ j FILLED [x] MOUND [ ]
I CONFIGURATION: [x] TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: CL of Road @ East PL
I ELEVATION OF PROPOSED SYSTEM SITE [ 0.00 ][ INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 12.001r INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT
L
D E
0
Ti
H
E
R
ILL xmquiRED: L JU.UU] INCHES EXCAVATION REQUIRED: L J lmaiES
The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
300 gpd.
Performing Lift Dosing.
Install system consistent with engineer design.
2 year ME contract, ATU operating permit, and written notice of ATU required for final approval.
SPECIFICATIONS BY: Brian Da 's TITLE:
Master Septic Tank Contractor
APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD
Brian DATE ISSUED: 10/21/20J gram EXPIRATION DATE:
DE 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
v 1.1.4 AP1732444 SE1597149
04/21 /2023
Page 1 of 3
NOTICE OF RIGHTS
A party whose substantial interest is affected by this order may petition for an
administrative hearing pursuant to sections 120.569 and 120.67, Florida Statutes. Such
proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for
_ administrative hearing must be in writing and must be received by the Agency Clerk for the
Department, within twenty-one (21) days from the receipt of this order. The address of the
Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency
Clerk's facsimile number is 850-413-8743.
Mediation is not available as an alternative remedy.
Your failure to submit a petition for hearing within 21 days from receipt of this order will
constitute a waiver of your right to an administrative hearing, and this order shall become a 'final
order.
Should this order become a final order, a party who is adversely affected by it is entitled
to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are
governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced
by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a
second copy, accompanied by the filing fees required by law, with the Court of Appeal in the
appropriate District Court. The notice must be filed within 30 days of rendition of the final order.
It 0
EwsnNG APPROVED SYSTEM EQUIPMENT
DRAINFIELD: SPECIFICATIONS 9EPnc SYSTEM APPROVED TRASH TANKS FO1 AOUMPE AA5D0, MSOO k ASSOD SYSTEMS
S. INFILTRATOR IM540
DRAINFIELD SIZE REO'D-37680. Fr. 2 ROTH UULWTANK MODE. RUT-500
UNODSTRUCTED AREA REO'D-564 S0. Fr. Ili 3. SEBRING SEPTIC TANK 450LOULMO CAT4
OCCUPIED 4. SEBpBIC SEPTIC TANK 7601DJip V1B GT3
UNOBSTRUCTED AREA PROVIDED 80. Fr. 5. ME" SEPTIC TANK 90OD10�11B GT3
2DRIPLINE3 PROVIDED@18 FT. AND RUNES@19Fr. POTABLE WELL AND FDOH in St. Lucie County B. sDTwND sEPnc TANK +OsaD3NL3Ne Gn
GRIP LINES TO HAVE GREATERTHAN 24'SEPERAl10N, SEPTIC SHOWN 1 7. NORWESCO 300 LOW PROFILE
Environmental H_ "' OCCUPIED APPROVED TRASH TANKS FOR ECOPOO E50.
ONE EMITTER IT O.C.%2 SFIEN,ITEEA=3Tfi SF LOT 1 fU OTARO WELL SNO
DRAWRELD PROVIDED BLOCK 29 Site Plan Approved for nstruction 0 SEPTIC G 75 FEE L INFILTRATOR 0,15K)
OCCUPIED Supersedes All Previous ite Plans for 2 ROTH UULTITANK YODEL RYT-SOD 3. SEEMS SEPTIC TANK 75OLDXLL3NB CATS
FFE = 21.39 4. SEBRNO SEPTIC TANK GO LD3ALMD Gn
OSTDS (o5F tot & @It #rf°t- 6/9 5, MORN; g Tlc TANK 10SO Dmuxe Gn
bate; V APPROVED PUMP TANKS FOR AM -RE AA500, AASOO, ASSOC AND
ECOPOO E-50 SYSTEMS.
ABLE W ReVieliv r: nw..T
POTABLE WELL 1. INOM UUOR 1Y940
2 ROTH YVLTTAIC YODEL RYT-500
SIRC 912" FIP 1" : 3EBRING SSEPnc TMX 77SOD3RL3NB CAT3
"LB 6912" SO° '17'W 154,00' (NO ID) 35,0' 5. SEBRING SEPnc TANK 9DOD3R1..3HB CAn
PROPO 0 °'a _ �_` _ ° /B S, a 7. x�r�M4 3 LOW PROFILE SEPTIC TAX CAn
POTAB WELLY'P ^F' '8 �,P �6 �„
GENERAL NOTES
OO PROPOSED WATERLINE I :MES 7V T E%ISDNG 1. LEGAL DESCRIPTION PROVIDED BY CLIENT.
INVERT = 18.7 POT LE WELL 2 ADJOINERS SHOWN HAVE NOT BEEN SURVEYED.
11.0' ,° 3. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL.
4. LANDS SHOWN HEREON VERE NOT ABSTRACTED FOR
RIGHT OF WAY AND/OR EASEMENTS OF RECORD.
•5 35.0' No 5. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE
t AC PAD 56,0' LOCATIONS AND SHOULD BE FIELD VERIFIED BY
(Tj / Cj7 tR - CONTRACTOR FOR CORRECT POSITION AND SEPARATION..
TYP. EMITTER E (2 ®18' AND 8 ® 191 Q7 a 15.0' L'� UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN
t > 24' SEPERATI NETAFIM "VINYZENE FREE' CONCRETE Ln' 0• "0 LOCATED.
MODEL BOBWRAM. 2500 GPH / r ,'D 6. BEARINGS AND DISTANCES SHOWN HEREON
D O ,s / $ DRIVEWAY ' (n ZO \ y SUBSTANTIALLY AGREE WITH THE PLAT UNLESS
os I / _ OTHERWISE NOTED. THE BEARING SYSTEM SHOWN
71 °' PROPOS 9 RE ENCE / .A T A n ' --I HEREON IS BASED ON THE LINE INDICATED BASED ON
ttt M it) z� io 7905 St STIAN OAD / 20.0' y�y I RECORD.
sa - lD.o• FF = 23.10 rIj O I 7. INFORMATION OBTAINED FROM PLAT OR DEED.
t z t Z49 I LOT 2 yP a7 \ tO° ate; P° i &ALL BE TANCES SHOWN HEREON ARE HORIZONTAL
C BLOCK 29 j / m N WALKWA 1 Y9 \ ysCp ""O GROUND DISTANCES AND ARE REFERENCED TO US.
STANDARD MEASURE (U.8. SURVEY FEET).
ITl / MES / /> 9. THE PROPOSED IMPROVEMENTS SHOWN HEREON DO NOT
�\ - 10.0' W y a REPRESENT THE FINAL DESIGN UNLESS APPROVED BY
i \ a to / // _ • -I O INV 18.6 \ I d THE GOVERNING MUNICIPALITIES
t t In W I Cy N GRPUNDWATER.FL W \ I0. ACCORD]NG TO THE NATIONAL FLOOD INSURANCE PATE
\ p / CJ / NAP NUMBER 12111C0070 J, DATED 2-16-2012, THE
t - - 1001 46.0' - ABOVE DESCRIBED PROPERTY LIES IN ZONE X.
° 5� ' I R 4 THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW
/PROPOSED 376 SF DRIP ORAIN D_ ARROWS IF SHOWN HEREON WERE PROVIDED BY THE
1149' 120' '/ WITH 564 F OPEN TEA CLIENT. TODD N. SMITH, PE, INC. TAKES NO
AEROBIC TREATMENT SYSTEM _ • , / (EFFLUENT PLUME A EA) RESPONSIBILITY FOR THEIR CORRECTNESS. THE
/ :.� PROPOSED ELEVATIONS ARE SHOWN ONLY FOR THE
SE[ THIS DRAWING FOR APPROVED
/ / - CONVENIENCE OF THE CLIENT 1N THE PERMITTING
SYSIW, TRASH AND PUMP TANKS y�
/ B CHMARK PROCESS THROUGH THE LOCAL GOVERNING
MUNICIPALITIES.
AIRRRELIEF VALVESSEID TO MATCH
12 FLORA AN OR ST.OAUGUSTI SOBBING CBAHIA,
E)
SIRC 1/2" SIRC 1/2' �O
SD°08'17'W 156.00' f° 35,0' °'4 �O �O CERTIFICATION:
"LB 6912" 75' TO EXISTINGLB 691� YS 6S pS 63
POTABLE WELL TP. 1' DISCHARGE LINE FROM I HEREBY CERTIFY THATTHE ENGINEERING FEATURES OF THIS
HEADWORKS IN PUMP TANK AFA001C TREATMENT SYSTEM HAVE BEEN DESIGNED OR
TYP. 1" RECIRCULATION LINE BACK TO SPECIFIED BYMEAND CONFORM TO ENGINEERINGFRINCIPLES
HEADWORKS IN PUMP TANK (15.10 GPM 75' 70 EXISTING APPLICABLEio SUCH PROJECTS. IN MY PfloFES&IONPL
RECIRCULATION RATE) POTABLE WELL JU%aVjgfj.,j&j'yYTZSTEM, INIEN PROPERLY CONSTRUCTED,
I `��bF,�FO� a (J%D, VALLACHIEVETHE ESTABLISHED
LOT 3*T .�J�.F7'dd AND COMPLY WITH ALL APPLICABLE
BLOCK 29 l �JtE90A STATE6F FLORIDA- AND THE RULES OF THE
OCCUPIED ' occuPlEO
``a1- LEGAL OFSCRIPnON: FFE = 21.72 i OTAB-U WELL SH (ram ZCb'� 2
2\\ LOT 2, BLOCK 29, LAKEWOOD PARK, UNIT NO. 4, 0 SEPTIC < 75 FQ �_
V ACCORDING TO 1HE NAP OR PLAT THEREOF, AS OCCUPIED ,� N
_ILO RECORDED IN PLAT BOOK 11. PAGE(S) 2, OF THE POTABLE WELL AND TODON. TN,P
PUBLIC RECORDS OF ST. LUDE COUNTY, FLORIDA- SEPBC SHOWN l FLENCWEEtE8VJSE j4
EXISTING I `*', I.L( '(C.
SEPTIC SYSTEM '{TOT L�L1l�VATH LIF G1417LIRE AND INK SEAL OF A FLORIDA
4kNPSEQLj a*;,
FOCUS HOMES LEGEND /iA.Ol2 ":' V �� SCALE 1" - 20'
7905 SEBASTIAN ROAD TODD N. SMITH, PE, INC. GDxG GDN.EIE PC G PONT OF COUPOUND LVRVE ACCUP ASPHALT WALED CORRUGATED METAL �q .
FT. PIERCE, FLORIDA 32951 1717 1NDIAN RIVER BOULEVARD C/ FLATEBOK ( ) P. PxDONUT°`FsgE oaa Hw NORTH" MCCOAMVEnnC¶ALDATUMOF1988801111511TwaHn0PE0 DESIGNED BY* INS
PB PLAT BOOK
REVISIONS EDP EDGE a PAVEMENT a.O INDICATES MOUND ELEVATION pueDE PUBUC UTILITIES n DRANkGE EASEMENT ID MD CAIIW
BY DATE SUITE 302 OR OFFICML RECORD BOOK INDIGTIES SURFACE WATER FLOW � INDICATES PROPOSED GRADE LB UCFNSED BUSINESS
PG PAGE INDICATES NAIL OR NAL AND O51( PLS PROFESSIONAL LAND SURVEYOR L lENG1H OF ARC DRAWN BY: JMS
ED
RRIGHT MEWR
POWER70EY NF WOOD FENCE EL ELEVATION
ELEV ILA ONN (VERTICALREGSTERED LAND RCOIIR0.) PWT PAVE1(ENT
VERO BEACH, FL. 32960 OVERKEPD WIRES WWF WD9E MRE FENCE BSE BURONG SETBACK LODE R RAONS OF CURVE ENG. PROJECT #21092
O WRNIN MARKER RECUYEFED WW WATER METER POO FONT OF COMMONC9IENT RGE RANGE
CORNEA MARKER SET SS SANHAAY SE POO POINT OF BECONIQIO SEC. SOCAON
Ph. (772) 559-3699 PC PERMANENT CONTROL PONT UB UnUTY BOX BM BENCHMARK UP. TOWN90P DATE AUGUST 2021
PC PONT OF CURVE SSW LOEWALK CS CONCRETE BLOCK COY COVERED
tnspe@bellsouth,net PpC PoNTwprE"oEpgcCUR£ W CFMSHBOORT N� AIR CONDITIONER
PAGE IOFI
k
STATE OF FLORIDA PEt�1T P 11CATION TO C,0MSTRUC►-,
REPAIR, MODIFY,, OR ASAAI �! A WELL�r
r
❑SOUth1y65t
❑ Northwest
PLEASE ILLOUT ALLAPPIlCABLEFlaDS
Deno es R ere Required Met& Where
{• Applicable)
13 St. Johns River
0 South
'
•�a.
Florida
D Suwannee River
no aonlMdor Is rrrsaonslwe ror carvieffing
°°"�`"' "d �P pa -It en4w to u,a
13 DEP
afedV
a de6ageted errthotity »hero apprrcabra.
GOle egated Authority (IfApPlicsbl�)
N.o. i at7-3L5"t y
Unlqua ID
Stipulations Requlred (SeeAtlached)
Ouad No. Dellneation No.
UPApplicatlon No.
t.��bda7 d�'� bld AS �t4�I.2. &AJ• � bpS[�Aa �!.°<J� /�1�26��.i.�fr�q '�(..
�nvner Mega► Name if t:orRoratton 'Address$ io%'! —� ��
2. �C j"l I •Ct� 'state •21P Telephone rhumba,
.Well Location -Address. Road Name orNu City
3. 130 Dy -0a -e06- [A
'Parcel ID
. (PIN) or Alternate Key circle
One) / ®� T
4. c3 LV —>�1 a �ue i e talC�4d1110el ai Block Unit
on or! nd G nra tnra t 'Tomtshle *Range n
5 lrtJ Subdivision Checic If 62-524: Yes �/No
'Watery tractor bFP
t¢
6. Llcens 'Telephone Number E-mail Address
•Water Wall Caritractor' Address T C
16
7. *Type of Work: _Construction Repair �Modi4cation Stated p=L�
8. 'NumberofP Abandonment
roptasad Wells Reason for Repair, rt«urxaua�t, antis
9: •specify intended Use(s) of Well(,)^^^Il(�s)���� e
✓Domestic Landscap® Irrigation —Agricultural Ir►i anon I
-Bathed Water Supply g Site tnvesligatiort PP y-ReaeationArea Inigatto ' _Livestock —Monitoring
heInest
—Public Water Supply (Limited Use/DOH) —Nursery irrigation Test
_Public Water Supply (Community orNon-Community/DEP)—CommerciaYindustriat Earth -Coupled Geothermal OCT 2 1 2�2
Class I Injection,Golf Course Irrigation —HVAC Supply
Class V Injection,Rech_HVAC ReturnBe. ,Commercialiftustrial Disposal Aquifer Storage and Recovery —Drainage Remediaton: �a Recovery -_Air Sparge —Other ) FDOH 1n St Lucie C i
other liom.b®) NVIRfi�p�L H
10.'Distanee. from Se tic S (Not": Nor as W- dv+eas are Penniltedby a given permitting aup,�y l
P System if s200 R � '
13.•Estimeted Well Depth �() 11. Fa Description ,B 12. Estimated Start Date
R. 'Estimated Casing Depltlll. -it -Primary Casing Diameter i_ !n. Open Hate: From
14. Estimated Screen Interval: From I -
15.'Prima c To it,
ry Casing Material: Black Steel
Galvanized pVC _Stainless Steel
16- Se Not Cased ptien
condary Casing: Talescopa Casing 7. Seconds g Liner Surface Casing Diameter
Secondary Casing Material:®)adc Steel in.
18- Method of Constructio" Re air, or Galvanized —PVC _Stainless Steel
-,—�mbi P Abandonment:
Horizonttat��lling or More Methods) Hand
19. ProGrouting
B Plugged byApproved Me
T--_o T g Interval for the Pri
From `" U Seal Material L Secondary and
From`�-r ���Seal Material ('Benton to r
From--- T -Seal Material
20. Indicate to T ��Seal Material Ben ite I
total L—Bentonite-
21.'is this Well or, n9 Wells on site I
erCUP/Wt)p yexistngWe" orwater t'
►v;ttidrawal on
22. Lautude APPlicatlon? _Yes �o theoVTE
tF yes, comp
23. Data obtefned From: longitude ��
'"m°rcmhmaiwar �_GPS
rVaY
�'_c�,��f�xa��anm E°°y'a�7 pacodo. aidnw
__,Other
+..yer Cable Too/
)men -Jew _t.LRotary Sonic
.(Well Point, Sand Point)
hod —Other lam) __Hydraulic Patryt (DII Push)
lddltional Casing;
iF)eat Cement Othor
Neat Cementpyher
Neat Cement, 0lher
Neat Cement plher
1JS1number fextsljn
`s contiguous o 9 unUS&d ails on site_ f
ate the ton propeOpvered underaCo/1SU
°''jk a- ClPIWUP No. 07PlIvel rY8t9f Permit (CUI'iWUP)
Y Dalurn:_1-NAD27
�tsTararo o/Cart 7V`t e
Y •15
APOMMI Granted 13y N.
i 'Si
Fee R008ivetl S.
91— Issue Date 10 a
7t nS PERMIT 15 rtfOT VALID V —�- RecslPt ivo. '
PERM?SF gEAVAttABLEATTHEO RLYSIGNED BY,�AU ~� DEP Form. 62 532.Spa l QR1ZEo OFFICER OR f f) lnco�� DURING ALL CO STRu 0 OF.1, REPAIR. A
�(1). FAC t5flecttve Date:
October 7, 10
•'"+ner arA
Iration Date
C Iiydrejogistgp val
♦tack No.�w
RESENTATIVE or7HE r, OR DE
11i (CATION, ORABANDc)tq,w ,vrAr.n fn SDAuT"M
THE
TH
D
OCCUPIED Supersedes All Previous
ite Plans for
FFE = 21.39 & ell: A@ `3261
bate; 1 0
EXISTING
POTABLE WELL Review r: ,. .
P o � � � FIP1 " SO 17 W 154.00 (NO ID) 35.0'
8LL
PROPOSED WATERLINE I MES 75' T EXISTING
iiINVERT = 18.7 PDTA LE WELL
3.5' Cc 35.0' N
4 I AC PAD c' 56.0' .: .
TYP. EMITTER E'(2 0 18' AND 8 0 19') / 15.0' Ln IN
> 24" SEPERATIO I NETAFIM "VINYZENE FREE" Z7 I tzi
I MODEL #08WRAM. 2500 GPH / CONCRETE U . a [ 9
a DRIVEWAY Cn Z r- td �
O ��.
°" PROPOS A RE ENCE /
� 7905 S�BASTIAN OAD / 20.0' a �-
I LOT Ile2 9p 10.0' m FF� = 23.10 r j \ A Z_
BLOCK 290 o ao N Y WALKWA ryry. yti' rg \ Q
_........ .............. ...... ............
DID o\ o o / 10.0' ! MES
o \ N �b / / o •s -I I OD INV 18.6
W rTl I \ ni �? O GROUNOWATERA W
4.5' \
EN
WIROPOSETH 564D F76 SF D RIEADRAIN Q \
14.9
-,,AEROBIC TREATMENT SYSTEM I /. (EFFLUENT PLUME AEA)
I SEA THIS DRAWING FOR APPROVED /
/ N SYSIIS�% TRASH AND PUMP TANKS
N I I
/ \ s......................:o........ .._............. ?? / BENCHMARK
AIR RELIEF VALVES cli /
—•�►- ---tea
SIRC 1/2° o SIRC 1 " `�°„s 's635.0' s
POTABLE WELL L
"LB 6912" 75' TO EXISTING SO 08 17 W 156,00 2
/
LB 691 �"
TYP. 1" DISCHARGE LINE FROM
HEADWORKSIN PUMP TANK
TYP. 1" RECIRCULATION LINE BACK TO 75' TO EXISTING
HEADWORKS IN PUMP TANK (15.18 GPM POTABLE WELL
RECIRCULATION RATE)
LOT 3 r
BLOCK 29
OCCUPIED
FFE = 21.72 D
LEGAL DESCRIPTION OTABLI
LOT 2, BLOCK 29, LAKEWOOD PARK, UNIT NO, 4, TEA
:1 2 ACCORDING TO THE MAP OR PLAT THEREOF, AS OCCUPIED
RECORDED IN PLAT BOOK 11. PAGE(S) 2, OF THE POTABLE WELL AND
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SEPTIC SHOWN
EXISTING
SEPTIC SYSTEM
FOCUS HOMES TODD N. SMITH, PE, INC. LEGEND
OS SEBASTIAN ROAD CONIC CONCRETE PCC POINT OF COMPOUND CURVE ACCMP ASPHALT COATI
?IERCE, FLORIDA 32951 1717 I N D I A N RIVER BOULEVARD PB PLATERLINE BOOK PI POINT OF INTERSECTION NGVD NATIONAL GEOC
INDICATES RECORD DATA NAVD NORTH AMERICI
rtT% EOP EDGE OF PAVEMENT x00� INDICATES GROUND ELEVATION PU&DE PUBLIC UTILITIE
' BY; DATE r. i 1 1 -rr -7 ORB OFFICIAL RECORD BOOK INDICATES SURFACE WATER FLOW -® INDICATES PRO]