Loading...
HomeMy WebLinkAboutOSTDS NewSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Standard Pacific. of Florida GP, Inc) PROPERTY ADDRESS: LOT: 1R PROPERTY ID #: 3058 NW Radcliffe Way Palm City, FL 34990 BLOCK: 4425-703-0021-000-8 SUBDIVISION: Riverbend PERMIT . # : 56-S F-1759899, APPLICATION #: AP1.288749 DATE PAID: FEE PAID': RECEIPT #: DOCUMENT #: PR1060980 [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 [ 1,200 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE, INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 375 ] GALLONS DOSING TANK CAPACITY [77.00 ]GALLONS @[ 6. ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 575 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [_] STANDARD [_] FILLED [z] MOUND I CONFIGURATION: [XI TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: CL of Rd @ the S Property Line elev 7.86' I ELEVATION OF PROPOSED SYSTEM SITE ( 12.001 INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD. TO BE [ 16.00][ INCHES FT ][ABOVE BELOW ]BENCHMARK/REFERENCE POINT L WE O T H E R ILL REQUIRED: - -Z.UU] . INCHES EXCAVATION REQUIRED: L DD-uu J J.NutikizJ The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 460 gpd. Performing Lift Dosing. Pumps must be certified as suitable for distributing sewage effluent. @fty The licensed contractor installing the system is responsible for installing the minimum cdfaao If tai a eor e i s. 64EMW -6.013(3)(f), FAC. �' «,. ; SPECIFICATIONS BY: Brian Davis TITLE:Master-Septic Tank Contractor APPROVED BY: 4-1 � _TITLE: Environmental Specialist II St.'Lucie CHD 8=ian'J ing DATE ISSUED: 05/09/2017 EXPIRATION DATE:. 11/09/2018 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6,.003, PAC Page 1 of 3 v 1.1.4 AP1268749 SE1033474 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 120.57, 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. C La'rsr St. Lucie County Health Department HEALTH 5150, NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: PERMIT#: 56-SF-1759899 BILL Doc #:56-BID-3408808 CONSTRUCTION APPLICATION #, AP1288749 RECEIVED FROM: The Milcor Group; Inc. AMOUNT PAID: $ 400.00 PAYMENT'FORM: CREDIT CARD PAYMENT DATE: 05/02/2017 MAIL TO: (Standard Pacific of Florida GP, Inc) FACILITY NAME: PROPERTY LOCATION: 3058 NW Radcliffe Way Palm City, FL 34990 Lot: 16 Block: Property ID: 4425-703-0021-000-8 EXPLANATION or DESCRIPTION: QUANTITY FEE -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 OSTDS-Gonstruction-System-Inspection 1 $ 75.00 - - - - — 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 133 - OSTDS Construction_ Reinspection 1 $ 50.00 -1 = Surcharge (All) 1 $ 15.00 . -1 - OSTDS New Permit Surcharge 1 $ 100.00 RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3226875 STATE OF FLORIDA DEPARTMENT OF HEALTH '� ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM `Op"e APPLICATION FOR - CONSTRUCTION PERMIT APPLICATION FOR; PERMIT NO o-%]f 9ir99 DATE PAID: FEE PAID: L400 RECEIPT #: f C, [X ] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ) Temporary [ ] APPLICANT: Standard Pacific of Florida GP, Inc. AGENT: The MilCor Group, Inc. TELEPHONE: 772-223 -8850 MAILING ADDRESS: 6526 S Kanner Highway, Stuart, FL 34997 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED.PURSUANT TO 489.105(3)'(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANTS RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 16 BLOCK: SUBDIVISION: Riverbend PLATTED: Yes PROPERTY ID #: 4425-703-0021-000-8 ZONING: PUD I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 3058 NW Radcliffe Way, _.St. Lucie County, FL DIRECTIONS 'TO PROPERTY:East on Becker Rd. for . approximately 2 . 5 miles to Gilson Rd. Then .north on Gilson Rd. for approximately a mile. Then 'East on NW Radclittay. BUILDING INFORMATION [ X] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, PAC 1 Single Family .3 3483 2 sue_ • �y.— M q ; y [ ] Floor*Mn. [ Other (Specify) r �Ni :OOSIGNATURE•DH 4015, 08evious editions which may not be used) ��� 1FNGI1A A♦♦1. Incorporated 64E-6.001, FAC llII1 Page 1 of 4 STATE OF FLORIDA PERMIT DEPARTMENT. OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM tyc' SITE EVALUATION AND SYSTEM SPECIFICATIONS WE � i ,l APPLICANT: AGENT: LOT: �� BLOCK: �� SUBDIVISION: PROPERTY ID #: G(j:'.f 70'3 - 0,02-- 1 7 [Section/Township/Parcel No. or Tax .ID Number] TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [J YES [ ] NO NET USABLE�AVAILABLE: ACRES TOTAL ESTIMATED. SEWAGE FLOW: GALLONS PER DAY-fREA5ECE-.'LTllBLE 1/OTHER-TABLE2] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY 11500 GPD/ACRE OB'25 0 GPD A _ ,] UNOBSTRUCTED AREA AVAILABLE:_ 5e-6 SQFT . UNOBSTRUCTED AREA REQUIRED: !a`j SQFT BENCHMARK/REFERENCE POINT LOCATION: i�e- r r ?i� :,�y Q r �( , f, '� � - % �� (J, 7 6 ELEVATION OF PROPOSED SYSTEM SITE IS- l L djN—CH&SYFT] EaiT F/BELOW] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET? [ ] YES [ ] NO WELLS: PUBLIC:. FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: FT PROPERTY LINES: FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YE,S [ NO 10 YEAR FLOODING? [ ] YES [Aj NO 10 YEAR FLOOD ELEVATION FOR SITE: ij� - FT MSL/NGVD SITE ELEVATION: L-FT MSL/NGVD SOIL PROFILE MUNSELL.#/CO a tt .� �N7 USDA SOIL SERIES: SITE 1 SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH EPTH TO f z- _ 1 L.V - :�' t C.C( O TO 0 ��� t� �2,17' !j TO f Y TO TO TO TO _ TO USDA SOIL SERIES: `7 a (T �Li! SLii TO �� TO 7L_. TO TO TO TO TO OBSERVED WATER TABLE: r,"; INCHES [ABOVE / LO � EXISTING GRADE_ TYPE:rPERCHED / PAR P] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / LAW ERISTIITGRADE HIGH WATER TABLE VEGETATION: [ ] YES [ Y.NO M/OTCTLLING: [ i3kYES [ ] NO DEPTH: 8C .INCHES 30IL TEXTURE/LOADING RATE FOR SYSTEM SIZING: �f- /> DEPTH OF EXCAVATION: 5 INCHES DRAINFIELD CONFIGURATION: [A TRENCH [ ] BE9 ( ] OTHER (SPECIFY) REMARAS/ADDITIONAL CRITERIA: S Sj /7j ,�. °j 4 LC� 5 ��i =r,/n ' :cam SITE EVALUATED BY: A 6- t Da 4015, 08/09 (absoletes previous editions which may not be used) Incorporated: 54E-6.001, FAC Page 3 of 4 REPRESENTATIVE AUTHORIZATION Riverbend Subdivision' Please be advised that the undersigned has authorized the following person(s) to act on their behalf in seeking approval for the above referenced application: Melissa G. Corbett, P.E. The Milcor Group, Inc. 6526 South Kanner Highway'#236 Stuart, Florida 34997 (772)223-8850 Witness:. By tName �i-II�IP f�At��lw� Print Name ACKNOWLEDGEMENT STATE OF COUNTY OF The foregoing was acknowledged before me this day of , 20. , , by . t�S`� N Ccly1� , and K] is personally known to me or [ ].has produced as identification. Notary Stamp Notary Public •YPIVAN ACNAR • ` ,'• 1. PAY COMMISSION #FF007026 ''S+i c.•`` EXFIRES April 10. 2017 M arR. (407) 998,0153 FlarldaNatRrySorvico.com I APPLICANT'S NAME: Standard Pacific of Florida GP, Inc. LEGAL DESCRIPTION: xiverbend (Ps 67-36) - Lot 16 "" t ` y .ea c. , . � - ,,:,,� ^�n_-�':� r^y � py. ..Y "r*c � v� a� .e. •a t '> r'r,`r ; i yi Z i zEf �PR`OPOSED:FSEP°l fs .S°YSTEM'SITElNF4RMATION= 3 } Y.=:�c_'..FS-/Xc2:..ruuC...S.:w�-.+/it�.S�aw2.:x' •S::/iltJ...¢tr.er....n.L..e_sf �Y_-"r.L-..n.,+.�.ura5a'nl_Y}_;:• ...�.:Cm..la=�'.�t.:e_Lx...F.t✓.1.5-e.�1..:_ity t_.��..�...:21 ..r_..)� I certify that there are no potable private wells within 75 feet of the available area for the proposed septic system, that there are no non -potable wells within 50. feet of the available area for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated building foundation, that there are no public wells that serve less than 25 people or less than 15 hordes or businesses within 100 feet of the proposed septic system, that there are no public wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of the proposed septic system, that the water line from the water meter or well to the structure is at least 10 feet from the available area for the proposed septic system unless the plans show the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or vacuum sewage line in a public easement or right-of-way that abuts the property, that there are no lakes, streams, wetlands, or surface water within 75 feet of the available area for the proposed septic system unless the property was created prior to 1972, that the septic system is proposed on the side of the lot farthest from surface water, that all private wells, .septic systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot are shown on the site plan, that all public wells within 200 feet of the applicant's lot .are shown on the site plan, and that the location of building or residences, swimming pools, recorded easements, paved areas or driveways, sidewalks, the general slope of the property, filled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or wetlands are shown on the applicants lot. The natural grade elevation in the area of the proposed septic system and the benchmark must be shown on the site, plan. Please locate the benchmark within 200 feet of the proposed septic system. NOTE: MUST BE CERTIFIED BY A FLORIDA REGISTERED SURVEYOR -OR ENGINEER. docs/forms/scptics/SepticApppPage207 oe 00 -O = Z.0 y �. =D� M cn m mZ -n ' CERTIFIED BY��i �•• y FLORIDA PROFES DATE: 4� �R�T�_ JOB NO.: _ April 27, 2017 ' sf-1759 9 } 3 a Se Via: elver Per vrl i 1 Melanie Vance St. Lucie County Health Department t 5150 NW Miinor Drive Port St. Lucie FL 34983 al�ie Dnegry Re: Riverbend - Lot 16 '� Suteiiia'ble`' xi? Septic System Permit Application ,. Dear Ms. Vance, . qq [ U rry'A Attached please find an application for single family residential septicsystem permit, including the following documents: t; t� Mgr r' 1. Signed and sealed Application for Construction Permit (DH 4015 Page 1 of 4); Y 1�4 �iy4tM 2. Signed and sealed Site Evaluation and System Specifications (DH 4015 Page 3 of 4); 3. Representative Authorization document; 4. Signed and sealed Septic System Site Information Certification; r 5. Three (3) 11 x 17 signed and sealed lot Site Plan; 6. Three (3)11 x 17 Floor Plan; and 7. Application fee of $400.00 (please charge credit card on'file) +Of(kae,Locaf�4nss; 1�O9is U'. `+. If you have any ns,,please do not hesitate to call me at 772 223-8850. _ v t';rK a or Group, Inc. tcanal PP gv- elissa G. Corbett, P.E. I` tj President ° L 4 4 Si l e i it j Enclosures Cc: Philip Darling .V• t �;��r +•i � Z a'ia hx;, a Li M s, L ti J,^ ,pjyo'S+�y+ ?' P:\Projects\S 12 - Standard Pacific\S 1204 - Riverbend\permitting\Septic\Lot 16\SLC Health Dept Lot 16 septic application cover 't5 letter.docx Property Card Page 1 of 1 5�=sip: i7S':9�y9� Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 3058 NW Parcel ID: 4425-703 -002 1 - Account #: 176837 Sec/Town/Range: Radcliffe WAY 000-8 25/37S/40E Map ID: 44/25S Zoning: PUD Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Standard Pacific Of Florida RIVERBEND (P1367-36)- LOT 16 15360 Barranca PKWY Irvine, CA 92618 Current Values Historical Values 3-year Just/Market: $353,200 Assessed: $330,770 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $330,770 2016 $353,200 $330,770 $0. $330,770 2015 $300,700 $300,700 $0 $300,700 2014 $300,700 $300,700 $0 $300,700 Date 11-26-2012 View: Year Built: N/A Primary Wall: Bedrooms: 0 Half Baths: 0 Sale History Book/Page Sale Code Deed Grantor 3460 / 0152 0205 SP Stuart Property Holdings Ltd, Primary Building Information Finished Area of this building:.0 SF Gross Area of this building: 0 SF Exterior Data Price $7,000,000 Roof Cover: Roof Structure: Building Type: Frame: Grade: Effective Year: 2014 Story Height: No. Units: 0 Secondary Wall: Interior Data A/C %: 0% Electric: Primary Int Wall: . Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air (SF): Gross Area (SF): Land Size (acres): Land Size (SF): Total Building Count: Special Features and Yard Items Type Qty Units Year Bit This information. is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2017 Saint Lucie County Property Appraiser. All rights reserved. httP://www.paslc.org/RECard/ 5/2/2017 STAMFORD 11 THE 6519 MODEL FOR.- t STANDARD PACIFIC HOMES ° C5 Making You RiglltAt,Home s 825 CORAL RICGE OR. CORAL SPRINGS, FL 33701 c Tah(954)575-7300 =3 . srATe OF FWRNA CERTIFIED RURDIND CONTRACTOR:- 3TANDARD PACD'IC HONm BE9 CO RAL RIDOE DR. sQ.FT. cAlc.•S wnl INDEX OF DRAWINGS SHEET 0 DESCRIPTION - F< /fiooa Pox A.'�D mWup9 RY. XeTER 41C-YR nLw vWY exD CORAL 3PRINC3 M 3370I TM IOU) bTe-T300 ... mw. p0 I`CUN- F. A2c-ED:vAT10N 'C FRDxc PFM PP4° 6oi OniN°°Lv POILI ANP YifYLi . •. vv:v. u F. AOC-EIEVATIOa T IER R6HT vD uc-ntTuts navanou .... P< fl1FedtTWGL PLW a Ps P. pl_pLIyIME PGx PO P—O.. m¢ um FPn°xs - - . __..._.._ ._._....__.. ___ __... __. .... _._....._ .. RBEND —RU .._.I,OT-18___ ..STATE OF FIDRIDA PROFMONAL ARCHRECI: JAUM CANTREII AR No. I20TI _ P 0 ].D 8 STAefFORD IT Aa Dmax'cRI :ougi�x�ud sazeT°xO.w eLVD. . .. 8819 ' ELEVATION 'C" ixi1:NIT) TT.-eoie F.z Nw) n<-<ma .. .. FDOH in St. Lucie County RIGHT w •i1NFqu aa < euanmpca-°I'eaResma.Tm. n<ao-rma iU .. tm:ms °�°�Rut " P COVER PAGE _ >mor 1 w°mrve< ® _ Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for. OSTDS #5&-SF.MIS' & Well # ' ma r ® """ Date• -5 9 t2 Reviewer. RCl'ae,m ® KITCHEN ISLAND FLOIY—THRU COUNTER TOP ILLI�A1 � rr� ' !'IP- IrsiGtlyiC7 FWOR PLAN y/ FLOOR PLAN ELEVATION C" •�RAl LOT 15 N43'S9'35'E SiAYFDRD E YWR oo. am9 MIAMW C C£p$ PRmDSD R�FSIDgtE Q L` rtNM'"iw-tl�a 31209' I m zA.a•� — a:ar eAop orc 1 I 1 — — — y, N435935'Ett 311.85' y Pa} a PpmosED Eb 1ai n LOT 17 s c ns sr TRENGI ppamao NRarosm a ROMs ar 'w°a�+w�o�wae�ms 'LE h I G o u ss Pra awew GW s uNewmMGnD AREE. PE0.NF0 SFPOC SQMC PER TABtE I, ESTWATED SEY'AGE HO415: .We S fROMD(D ] GpE MS WM I251-Ja00 SO.rt. OF BULgNG MEA - /00 GU10Ns PER Mr GPO SF FOR D-I ADWONAL TS0 OR iPKTON THEREOF. MCRFASE �O GPO BUDDMC-SF---J,IW - .__.___..1NERFiLFE RON - K90 GPD 'M. TASLE IL SEPAL TANK AND PUMP TANK CHALKY: I AVERAGE SOWGE HOW - 460 GPO SEPRC TANK MMMIIM EFFECINE CAPAOIY - 1.T00 GALLONS 1 FM. TABLE M. DRAINFlELD SGMD (ASSUME TRENCH SYGR1) ME SAND. SLIGNILT LIMITED - —MUM SEWAGE NAEE - O.EO WL/w/MY NOTE$ BENCHMARK IW GPO / .W Gt/SF/MY - S)S SF Of TRENCH MEA FFW5ED ATION OWtl ARE W 1 NAVD 8888 DATUM SD F�t STORM DRAW MEi60 UN0851RUCTEO ARFA REOURED - 379 N 15 - SW W Z. FEMA FLOOD -ZONE X. _ ELEVATION AT EDP 7.93 AT ED BAYWOOOo� � I I . ' A O N C •Ok�A U w Lj t/J Fi] `eE>Q; oa LLLo N w rn m U) O c•C ESTABLISH VEGETATIVE COVER \ Q' — — — PRESSURE PIPE Z'0 SON 40 PVCWHHOLES ATR. D.C.O.C.(TYP.)� NATIVE BACIOLL� � INFILTRATOR SYSTEMS INC. OL)ICK4 STANDARD CHAMBER TYPICAL BED DETAIL SECTION VIEW A E)OS7)NC GRADE �- 11.19 12' 0 maAr P�cE+Ee asst unm .Eav ruEmr a�E= PROPOSED .TOP OF -- - SEP77C FIELD 10.19 ® Aam9PRvmEu�O141E"SO1M n[vATm mt.- gym. m o°a�o�ort°R_ ' PROPOSED BOTTOM -OF SEP17C RELO pp 01 > - E:[a= m in'Fnd5['a " • 9.I9 - _ - Iamims eoa '�"'-Aww"RYin _LVSW77.I9A(m°Oii—A-0 iP +m�Ta p a e tgyV .7 WF LA 1LrD �a .m m Arc - M cnoMrlK Tni-IPi x'Nlwt BNeAE No. ®- mPnR q-unRrN nl � Do11WAt mnsc[