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Home My WebLink AboutD O H PAPERWORKSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND PERMIT #:56-SF-1892157 APPLICATION #:AP1373367 DATE PAID: FEE PAID: �Y * FILE C® PYDOCUNENT #: PR1194345 SCANNED CONSTRUCTION PERMIT FOR: OSTDS New BY APPLICANT: Henry Lafcuntain St. Lucie County PROPERTY ADDRESS: 122 Dusk Way Fort Pierce, FL 34945 LOT: 103, 104, 105 BLOCK: B SUBDIVISION: Tropical Acres PROPERTY ID #: 2308-601-0162-000-9 [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 [ 900 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD NIA CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps D [ 375 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET NIA SYSTEM A TYPE SYSTEM: [. ] STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: site BM NID west side of Dusk S property line I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 0.00 ][ INCHES FT ][ AEOVE BELOW] BENCHMARK/REFERENCE POINT L D 0 T H E R L REQUIRED: t18.UU] INCHES EXCAVATION REQUIRED: t OO.UUI INUHEs ie system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 0 gpd. e licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with 64E-6.013(3)(0, FAC. SPECIFICATIONS BY: ^ Brian J Ingram TITLE: Environmental Specialist II APPROVED BY: / - ` Environmental Specialist II St. Lucie CHD Brian I Ingram DATE ISSUED: 12/13/2018 EXPIRATION DATE: 06/12/2020 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC IPage 1 of 3 v 1.1.4 A 1373367 SE1144143 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 -peti ifon 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. St. Lucie County Health Department Florida 5150 NW Milner Dr Port Saint Lucie, FL 34983 --HEALTH— — -- PAYING ON: PERMITtt 56-SF-1892157 BILL DOC N56-BID-4017343 CONSTRUCTION APPLICATION MAP1373367 RECEIVED FROM: ASHTON SEPTIC TANKS, INC. AMOUNT PAID: $ 515.00 PAYMENT FORM: CREDIT CARD PAYMENT DATE: 11/14/2018 MAIL TO: Henry Lafountain FACILITY NAME: - PROPERTY LOCATION 122 Dusk Way Fort Pierce, FL 34945 103, 104, 105 Block: B Lot: Property ID: 2308-601-0162-000-9 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 15.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-3793274 fffM0 2+��TF d---y STATE Od r'3,ORiDA ,� U _ } � Ve ON'SITn, SEWAGE TRFA;NM?gT Am-i DISPOSA c,s n.Es� APPLICA=IO--'q FOR CONSTRUCT!OT! PE KIT A�E� ICATION FOR: [ 7p 1 New System [ I Repair APPLICAvN*T: W11 AC -ENT: R,s 4+1 MAILING ADDRESS: L I Existing System C I. Abandonment :^ LA L. iA P C 1 Holding Tank C 7 Temporary PERMIT NO. �SF- IO 1215, DATE PAID: RECEIPT 0: [ ] Innovative [ 1 TELEPHONE : 77L,21 G TO BE COMPLETED BY apnLICAWT OR a PLICANTIS AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES, IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCU^9;NT_aTI PLATTED (MM/DD/yY) IF REOu�SON OF THE DATE THE LOT WAS CREATED OR TING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION =-_------__ 103-1oq _ LOT: _ (Aj" BLOCK: SUBDIVISION: /� l IPLATTED: v PROPERTY ID r': 2��R '[9af-l� (10�,•�ii%0 ZONING: Z•.S�G I/M OR EOU_TV_ALLENT: C Y / N ] PROPERTY ST_ZE: I•()S"ACRE S WATER SUPPi.- . Y: [ ] pRyVaTE npgLlC [;-]<=2000GPD [ 1>2000C-PD IS SEWER AN-AILABLE AS PER 381.0065, FS? [ Y /®] DISTANCE TO SEWER: VA FT PROPERTY ADDRESS: 12? 1DUSIL WV 4A, .314614E DIRECTIONS TO PROPERTY: - BUILDING INFORMATION [V] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No _ Establishment Bedrooms Area Sc=t Table 1, Chapter 64E-6 R C 2 3 12 C ] Floor/Ecuipment Drains [ ] Other (Specify) SIGNATURE: DE 4015, 08/ 9 (Obsoletes previous editions sohich may not be used) Incorporate 64E-6.001, FA.0 DATE: Page.1 of 4 STATE OF FLORIDA APPLICATION # AP1373367 DEPARTMENT OF HEALTH PERMIT # 56-SF-1892157 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1144143 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Henry Lafountain CONTRACTOR / AGENT: ASHTON SEPTIC TANKS, INC. LOT: 103, 104, 105 BLOCK: B SUBDIVISION: Tropical Acres ID#:2308-601-0162-000-9 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: Ex ]YES [ ]NO NET USABLE AREA AVAILABLE: 1.05 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 1575.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 563.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM#2(' ELEVATION OF PROPOSED SYSTEM SITE 1.00 [ of Rd S property line extended W / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 0 FT DITCHES/SWALES: 100+ FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED'USE: FT PRIVATE: 100+ FT NON -POTABLE: FT BUILDING FOUNDATIONS: 11 FT PROPERTY LINES: 15 FT POTABLE WATER LINES: 50 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES EX ]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Nettles sand Munsell #/Color Texture Depth 10YR 3/1 Sand 0 To 8 1 OYR 611 Sand 8 To 15 1 OYR 5/1 Sand 15 To 19 10YR 5/2 Sand 19 To 30 1 OYR 6/1 Sand 23 To 30 10YR 2/1 Spodic Material 30 To 39 1 OYR 3/2 Sandy Clay Loam 39 To 55 2.5Y 5/3 Loamy Sand 55 To 72 USDA SOIL SERIES:Nettles Sand Munsell #/Color Texture - Depth 1 OYR 3/1 Sand 0 To 8 1 OYR 6/1 Sand 8 To 15 10YR 5/1 Sand 15 TO 19 1 OYR 52 Sand 19 TO 30 1 OYR 6/1 Sand 23 To 30 10YR 2/1 Spodic Material 30 To 39 10YR 3/2 Sandy Clay Loam 39 To 55 2.5Y 5/3 Loamy Sand 55 To 72 OBSERVED WATER TABLE: 72.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 23 INCHES [ ABOVE / BELOW]] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES EX ]NO MOTTLING: [X]YES [ ]NO DEPTH: 23.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 55 INCHES DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) - REMARKS/ADDITIONAL'CRITERIA WSWT determined using USDA WSS and soil borings. 10YR6/1 stripping in 10YR512 matrix > 10 % with diffuse boundaries starting at 23" in SI31. S131 1" below BM. 882 1" below_4M SITE EVALUATED BY: Ingram, Brian (Titlenvironmental Specialist II) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC DATE: 11121 /2018 Page 3 of 4 AP1373367 EID1892157 v 1.0.2 eBridge Web Viewer V-11-v to-t,nrn Page 1 of 3 STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT, REPAIR, MODIFY, ORABANDON A WELL ❑Southwest PLEASE FILL OUT ALL APPLICABLE FIELDS ❑ Northwest ('Denotes Required Fields Where Applicable) DEP e— —rho warerwell this form andh River apprvpdal. do. Authority (If Applicable) 5 (9 - SF - l$a )-15-1 No. 5q, a 4-1 Unique ID (See Attached) 2. 'Well Loualion -Address, Road Name or Number, City 'Parcel ID No. (PIN) or Alternate Key (Circle One), Lot Block Unit 4• of r 3515 --3215- `15//14111 N Check if 62-5240 Yes PKo 'Section or land Grant 'Township 'Range . 'County —� Subtlivislon 5. r. rw/%.one il3Y3 _?77-///.U-9 q,5 '4r��a'•�%Y/_�i 60 'Water Well Contractor License Number 'Telephone Number E-mail Address 6, 'Water Well Contractors Address City State ZIP 7. 'Type of Work: ,V/_I Construction ❑ Repair ❑ Modification❑ Abandonment 8. 'Number of Proposed Wells 'Reason far Repair. Modingtion, or Abandonment 9. pecify Intended Use(s) of Well(s): /1 D o 0 Domestic n Landscape Irrigation n Agricultural Irrigation Bottled water Supply Recreation Area Irrigation n Livestock (�\, Site Investigations a IJ Public Water Supply (Limited Use/DOH) Q Nursery Irrigation Monitodng ❑ Test AN 8 2N19 Public Water Supply (Community or Non-CommunitylDEP)iFL-Jtl Commercial/Industrial Class I Injection Golf Course Irrigation 8 Earth -Coupled Geothermal HVAC Supply HVAC Relum :lass V Injection:0 Recharge [] Commercial/Industrial Disposal ❑ Aquifer Storage and Recovery ❑ DrainagED H ID St LUCIe COUnty iemediation:❑ Recovery❑'AlrSparge ❑ Other IDesoibe) ENVI ON1��lNTol EALTF easa�ny Other (Doscreel 0.'Dislance from Septic System if 5 20D ft. If. Facility Description 12. Estimated Start Date 31Estlmated Well Depth ,[ fl. *Estimated Casing Depth/00 @, Primary Casing Diameter �Z _in. Open Hole: From __._.To 4. Estimated Screen Interval: From 104P To f yo ft. 5.aPrimary Casing Material: Black Steel Galvanized t'PVC Stainless Steel Not Cased .Other. 6. Secondary Casing: Telescope Casing Liner Surface Casing Diameter In. 17. Secondary Casing Material; Black Steel Galvanized PVC Stainless Steel Other // 16.'Method of Construction, Repair, or Abandonment: Auger Cable Tool Jetted rIiotary Sonic Combination (Two or More Methods) Hand Driven (Well Point, Sand Point) Hydraulic Point (Direct Push) Horizontal Drilling Plugged by Approved Method Other (oer<dbol___ 19. Proposed Grouting Interval for the Primary, Secondary, end Additional Casing: From To Seal Material ( Bentonite Neat Cement Other ) From To Seal Material ( Bentonite Neat Cement Other _ 1 From To Seal Material ( Bentonite Neat Cement Other ) From To Seal Material ( Bentonite Neat Cement Other ) 20. Indicate total number of existing wells on site List number of existing unused wells on site _ 21.a1s this Well or any existin�weli Ihdrawal on the owner's contiguous proper[ covered und- a Coop I iveryVater Use Permit (CUPfWUP) or CUPNVUP Application. Ye No If yes; wmplete the follovnng; CUPIWUP No4'�CJ� /, /t77strict Well ID No. 22. Latitutle__—________—, 23. Data Obtained From: GPS Map Survey Datum: _NAD 27 _NAD 8833 WGS 84 I MrebeeolY" I an meMYwn' be MPpr We Met erlWo 44 FbAEa Md seatwcedo. mdtMt a u sr I.0, eul lam Uw een a1.peepeny, Wt palnlaryc/an emWCaE la acruNe. sf Pal l am mn,e el,m 'License No. - eC, pefur)'60wCeporAgent 'Date Approval Granted By Issue Date 11/ 1/ /Y Expirallon Date Hydrologist Approval W. RcelptNo.Fee Received eCheck No. THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BYAN AUTHORIZED. OFFICER OR REPRESENTATIVE OF THE WMD OR DELEGATED AUTHORITY. THE PERMIT SHALL BE AVAILABLE AT THE WELL SITE DURING ALL CONSTRUCTION, REPAIR, MODIFICATION, OR ABANDONMENTACTIVITIES. nFP rmm-R9.ri2 ann111 n n https://s2.ebridge.comlebridgel3.0/webviewer/Viewer.aspx?ref�—JTKHMgzTNAxH%2bX9YICrNQRrLHe2... 1 /8/2019 M W O — N - y /10ro �` ' GIRT DRIVE x LOT 103 \ s� co A °j&s ry'X I 6 ryry' FOUND 1/2" IRON PIPE _ x 0.19' NORTH I 205.60' � i_ _ _ _ _ _ ` PROPOSED WATER SYSTEM 200' OF PROPOSED WATER SERVICE UNE H — — — — — — — — ` xAy My. I ryy. 1 I ry L LOT 104 ' c 6} I I 1 26'X40' METAL CAR PORT c 0 \ry rypry 32.D4' rya FOUND 5/6" IRON ROD 0.35' NORTH 0.30' EAST rye. It \ (V I _ ROPOSED 20'X54' xryv / c�i m SEPTIC DRAINFIELD AREA II LOT 105 xry --- ryryy 1 S89'31'65"W 303.69FOUND 1/2"IRON PIPE ,7t 0.19' SOUTH a 0.17' WEST bq b ' I nT 1 nF I STATE OF FLORIDA ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTE[ CONSTRUCTION INSPECTION AND FINAL APPROVAL Idol-o13p AF.PLICANn Henry LafouMain AGENT: MICHAELSTUHR_(ASHTON'SEPTIC PROPERTY ADDRESS: 122 Dusk Way Fort Pierce, FL 34945 LOT: 103,104, 105 BLOCK: B SUBDIVISION: Tropical Acres ID0t 230E ST APPLICATION a:APi373367 PERMIT k DATE PAID: 1'' 1t 1"14V LV FEE PAIn:515.M RECEIPT n:56-RID-3793274 CHECKED [XI ITEMS ARE NOT IN COMPLIANCE WITH 'STATUTE OR RUM AND MUST BE CORRECTED. [ TANK, INSTALLATION SETBACKS L 1 [01) TANK SIZE [11 1090.00__ [2) _..__ ( 1 -[27]. ,SURFACE WATER FT ] [02]. TANK MATERIAL _ Polyethylene. [ 1 1291, DITCHES _ FT [ 1 '[U3] OUTLET DEVICE [ ] [291 PRIVATE WELLS _ _ 160 FT [ 1 1041 MDLTI-CHAMBEREDL Y / N 7 [ 1 [301 PUBLIC WELLS FT [ 1 (05] OUTLET FILTER, POIylok.PL-68 - [ I 1311 IRRIGATION YELLS' FT [ 1 [061 LEGEND 1. 70-143-11DC3 2, - [ 1 [321 POTABLE WATER 34 FT 1 (071 WATERTIGHT [ 1 [331 BUILDING FOUNDATIONS 9 FT [ 1 (0$] LEVEL ( 1 (341 PROPERTY LINES _.21. _.. _.__.FT [; ], [091 DEPTH TO LID [ ) (351 OTHER FT DRAINFIELD -INSTALLATION FILLED / MOUND SYSTEM [ 1 [10] AREA L1] 509.4 [21 SQFT [ I [361 DRAINFIELD COVER [ I Ell) DISTRIBUTION BOX HEADER 'X [ 1 [371 SHOULDERS [ 1 1121 NUMBER OF DRAINLINES 1. 5.00 2. [ 1 [381 SLOPES L 1 1133 DRAINLINE SEPARATION [. 1 (391 STABILIZATION 04/02/2019 C I [141 DRAINLINE SLOPE 1 [1S1 DEPTH OF COVER__. ADDITIONAL. INFORMATION ( 1 [161 ELEVATION [ ABOVE]/ BELOW' IBM 1.00 [ 1 1401 UNOBSTRUCTED AREA [ 1 [171 SYSTEM.: LOCATION [ ] [411 STORMNATER 'RUNOFF [ ) [18] DOSING. PUMPS ( I [421 ALARMS. [ 1 [191 AGGREGATE SIZE [ 1 [431 MAINTENANCE AGREEMENT [ 1 [201 AGGREGATE EXCESSIVE FINES E 7 1441 BUILDING AREA . [ I 1211 AGGREGATE DEPTH - [ ) [45] LOCATION CONFORMS WITH. SITE PLAN, ] [461 FINAL SITE GRADING FILL / EXCAVATION MATERIAL -- [ I L471 CONTRACTOR MICHAEL N/STUHR(ASHTO [ 1 (221FILL AMOUNT [ 1 [231 FILL TEXTURE [ 1 [481 OTHER: INFILTRATOR Qulck4 Plus EQ36 LP [ 1 [241., EXCAVATION DEPTH ABANDONMENT [ 1 [251i AREA REPLACED [ ] (491 TANK PUMPED [ 1 [251 REPLACEMENT MATERIAL [ 1 1501 TANK CRUSHED 4 FILLED Comments.: Comments: are on page'. 2. , CONSTRUCTION [/ n en`a' pea, Lucie, CHU DATE: 02/64/2019 DISAPPROVED maNVIRO&-ENTAL HEALTH[ FINAL SYSTEM. [ APPROVED DISAPPROVED )< Envllon m(ENVIRO- St. Lucie CRD DATE: 04/02/2019 mental Speciallstll an J IngraNMEN JAL HEALTH) (ESPlanatlon of Vlclat3Rne on lollorinp page) DH 4616, 08/09 (Obsoletes all previous editions whichmay not be used) Incorporated:.. 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 APry378087 EID1892157 STATE OF FLORIDA ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM. CONSTRUCTION INSPECTION AND FINAL APPROVAL ,Violation Number Comment Comments APPLIcmxoN u:AP1373387 eEPIaT 0;56-SF-1892157 DA5% VA=.11/14/20.18 FEE 2AM:515.00 RECEIPT ti-M-PID-3793274 The system is sized for 3 bedrooms with a maximum occupancy of5 persons (2 per bedroom), fora total estimated Bow of 300 gpd+ New ST, fitter; and DF INSTALLEb As A BED. 315x 8=300/ fi=50D sqR No violations, "system ok to cover. Contractor notified by phone: Needs, final inspectlon'formouncf system and final site grading: Final system approved, Contractor and -building department emailed'.final approval. .... DH 4016>,-08/09 (Obsoletes all previous editions which may not. be used) Incoxporated: 64E-6.,003, FAC Page 2 of 3 EH Database. v 1.0.1 AP1373367 EID1362157