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HomeMy WebLinkAboutSewage PermitSTATE OF FLORIDA fn ARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DIS RECEIVED SYSTEM CONSTRUCTION PERMIT 7jAN 2 219 219 ST. Lucle PERMIT #: 56-SP 1882739 APPLICATION #: AP1367630 ' "j DATE PAID: FEE PAID: ECEIPT #: cuuENT #: PR1181331 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Don Hinkle (Don Hinkle Construction) 19 0(- Q 2r-�2- t PROPERTY ADDRESS: 246 Bimini Dr Fort Pierce, FL 34949 LOT.: 9 BLOCK:. 3 SUBDIVISION: Coral Cove Beach PROPERTY ID #: 1425-701-0049-000-5 [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 [ 1,050 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK•CAPACiTY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D t' 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [X] 'FILLED [] MOUND [ ] I CONFIGURATION: [XI TRENCH [ ] BED [ ] N -- - F LOCATION OF BENCHMARK: Site BM NiD CL of Rd Center of Property I ELEVATION OF PROPOSED SYSTEM SITE [ 5.00 ][ INCHES FT ][ABOVE BELOA BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 8.00 ] [INCHES FT ] [ ABOVE BELOW BENCHMARK/REFERENCE POINT L - - D FILL REQUIRED: [15.001 INCHES EXCAVATION REQUIRED: [ 59.003 INCHES 0 T H E R The system Is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estiitiated flow of 400 gpd. The licensed contractor installing the system is responsible for installing the minimum category of tank i, accordance with s. 64E-6.013(3)(0, FAC. _- SPECIFICATIONS BY: Brian J Ingram TITLE: Environmental Specialist II APPROVED BY:� TITLE: Environmental Specialist II St. Lucie CHD Brian J I ram DATE ISSUED: 11/16/2018 EXPIRATION DATE:. 05/16/2020 DR 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1367630 SE1119657 N noA KINGFISHER WATERWAY 3�. 6 S87°08'47"E w E 80.00' RECEIVED FENCE TIE CONC A D CK TIE " (0.1' WEST) 'rod SEAWALL '0' (0. ' EAsVAN 2 2 2019 SCALE 1 =30' N S (22' OFFSET __ 22.7' CONC •dlsI@ C-@Uh P'U�IIttIn DECK 8.0'I COVERED I o FENCE TIE FND IRC 6018 LANAI I (0.7' EAST) (22', OFFSET) WALK TIE 37.5' ^ o � (0.3 NORTH) (1.1' WEST) LOT 1 Q Y `y PROPOSED 22.5' 12.0'O (NO WELL FOUND) LL1 ¢ RESIDENCE FFE=5.56 ,,� o PROPOSED FBI In O LOT 8 **NOTE** o Q LOT 9 �' �' O (NO WELL FOUND) FFE=6.60 CITY WATER AVAILABLE O D_ BLOCK 3 PROPOSED SEPTIC SYSTEM N W (760 SQ FT) O 60.0 FENCE TIE z O'io COVERED I 12.0' < (0.8' EAST) UNOBSTRUCTED ^__PORCH 77-� AREA AVAILABLE (p 3L EAST - - - - _ L�J (2670+ SQ FT) FENCE TIE o PROPOSED N? WV) > (0.5' EAST) 5.� ad SEPIC SYSTEM 00 I 0- o '- ¢ N (760 SQ FT) A�- o_ J w R/W_LINE - - 5,- - o �� Qs ... © N87*08 47 W �W LINE FND IRC 6018 18 O OHU-80 00' OHU o �O.FND 1' IRC SO6018 TH 8 (0.2' SOUTH, �6 0 0.3' EAST OHU--� 0.3' EAST) -5• n ) 20' N 08 B I M I N I DRIVE �� 0 FND RAILROAD �• q.2 SPIKE (NO ID) ASPHALT PD t ouW r � 81th 6638.72' PROJECT BI proved for Construction LEGEND SET NAIL/IN I A - CENTRAL ANGLE EL=4.2,3I "d@des All Previous Site Plans for R = CURVE RADIUS L = CURVE LENGTH CERTIFIED T0: OSTDS ��•Sr- � �7 & V!lell # cC > = CALCULATED +� '� P� (P) = PLAT Date; ate FND = FOUND DONALD G. HINKLE AND LINDA J. 4� IR = 5/8" IRON ROD Reviewer. IP = 1/2" IRON PIPE FPL = FLORIDA POWER AND LIGHT DESCRIPTION CM MO = OVERHEAD UTILITIES CM =CONCRETE MONUMENT LOT. 9, BLOCK 3, CORAL COVE BEACH SECTION 1, ACCORDING TO THE PLAT THEREOF, FFE - FINISH FLOOR ELEVATION MD = MAG NAIL AND DISK AS RECORDED IN PLAT BOOK 11, PAGE 30, OF THE PUBLIC RECORDS OF P.L.S. = PROFESSIONAL LAND SURVEYOR ST. LUCIE COUNTY, FLORIDA. LB - LICENSED BUSINESS P.B. = PLAT BOOK SAID LAND CONTAINS 0.20 ACRES, MORE OR LESS. = RIGHT-OF-WAY / = ELECTRIC SERVICE Box S R V E I NOTES Q= UNDERGROUND PROPANE TANK 1. This survey is not valid without a signature and original embossed seal of a Florida OO = EXISTING SEPTIC TANK= AT&T PEDESTAL Professional Land Surveyor. ® = WATER METER 2. Description provided by client and/or their agent. c� =WOOD POWER POLE 3. The last date of field work was October 3. 2018. 4. Underground improvements and foundations were not located as part of this survey. ® = CABLE TELEVISION BOX 5. Bearings shown hereon are based on the North R/W line of Bimini Drive, bearing -W- = PROPOSED WATER SERVICE N87.08'47"W, as monumented. All .bearings are relative thereto. 0 = FND IRC 6018 6. All boundary information shown is calculated per plat, unless otherwise shown. CONC = CONCRETE 7. The proposed residence lies in flood zone "X" and 'AE-5„ , per map 12111CO181 J, IRC = #5 IRON ROD & CAP dated 2-16-12. D.U.E. = DRAINAGE AND UTILITY EASEMENT 8. Additions or deletions to survey maps or reports by other than the signing party or SQ FT= SQUARE FEET parties is prohibited without written consent of the signing party or parties. _X_ = 6. CHAID FENCE FENCE 9. All elevations shown are based on the North American Vertical Datum of 1988 (NAND NAVD = NORTH AMERICAN VERTICAL DATUI OF 1985 LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY - OTHERS THROUGH APPRaMATE-tMy'Yc51144CATM' R1C1iA D C. PL.S. #52D9 "DATE DATE .•...1 2 • t r% A M♦/ n1 1 n k /r'\/