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Home My WebLink AboutOSTDS-NEWSCANNED -- ` °'9`t 12 3 2003 /-ii STATE OF 0�9��i�Yf{� "" PUBLIC WORKS DEPARTMENT OF EARTH ST. LULICICIE COl1N TV, FL ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Allied New Technologies) PROPERTY ADDRESS: 9549 Rangeline Rd PORT SAINT LUCIE, FL 34987 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: PERMIT #: 56-SF-904889 APPLICATION #: AP847510 DATE PAID: 02/22/2008 FEE PAID: $55.00 RECEIPT #: 56-PID-992886 DOCUMENT #: PR713232 4201-111-0001-000-7 [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. i SYSTEM DESIGN AND SPECIFICATIONS T [ 1,600 ] GALLONS / GPD SeDtic CAPACITY A [ ] GALLONS / GPD CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 750 ] GALLONS DOSING TANK CAPACITY [132.00 ]GALLONS @[ 5 ]DOSES PER 24 HRS #Pumps [ 2 ] D [ 500 ] SQUARE FEET SYSTEM R [ 500 ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND I CONFIGURATION: [ ] TRENCH [XI BED [ ] N 0101 F LOCATION OF BENCHMARK: Nail in Wood Power Pole -Spq%M PI I ELEVATION OF PROPOSED SYSTEM•SITE [ 4.0 ] S ][ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 8.00 [ �H S FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [30.001 INCHES EXCAVATION REQUIRED: [ 84.001 INCHES O T H E R Pre -construction meeting required with engineer, septic tank contractor, and health dept. Engineer to certify installation and elevations prior to inspection. Submit excavation certification prior to inspection. Sleeve potable water lines within 10"of septic system and leave open for inspection. Water lines cannot be installed within 2' of septic system. No floor drains allowed inside building. Must obtain operating permits for all septic systems located on property: SPECIFICATIONS B James can TITLE: Environmental APPROVED BY: UA-TITLE: Y UVIIJodiI. Polissky DATE ISSUED: 04/11/2008 EXPIRATION DATE DH 4016, 10/97 (Previous Editions May Bo Unod) v 1.1.4 AP847510 SE730593 4-11 II $t. Lucie Cara : 10/10/2009 Page 1 of 3 ..,.. .r •.t"a+�: s'•i+_�n.JJ".:sun.:.t.cnr.':::..�Y:�i:+2non. «.var+�..x..>::•�-.•...>.......y.......Ft.--'•T"vra-.a+:�rmV:.c.•:..a�.fiy.'lt.-r.:..Coen.-�.^.'aru-s�...'a,.wtr,.•.n .•.cr._.. .� _...... .. •te.'�Kwx+r....at STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Allied New Technologies CONTRACTOR / AGENT: Culpepper & Terpening, Inc LOT: BLOCK: APPLICATION # AP847510 PERMIT # 56-SF-904889 DOCUMENT # SF7HnrgR SUBDIVISION: ID# : 4201-111-0001-000-7 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: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 17.83 ACRES TOTAL ESTIMATED SEWAGE FLOW: 630 .� GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 44575.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 6500.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1939.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Nail in Wood Power Pole - See Site. Plan ELEVATION OF PROPOSED SYSTEM SITE 14.00 [ INCHES / FT ] [ ABOVE / BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 75 FT ;DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: 200 FT LIMITED USE:' 100 FT PRIVATE: 75 FT NON -POTABLE: 50 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 10 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOTT. PROFTT.P. TNPORMATTnN CTTF. 1 QnTT. D17nFTT.F. TNFORMAmTON CTTF..9 USDA SOIL SERIES:Pineda sand Munsell #/Color Texture Depth 10YR 411 Fine Sand O.To 12 10YR 4/3 Fine Sand 12 To 29 1 OYR 2/1. Hardpan 29 To 36 1 OYR 3/2 Fine Sand 36 To 48 1 OYR 3/3 Sandy Loam ,48 To 72 USDA S014 SERIES:Pineda sand . Munsell #/Color Tea Depth 10YR 4/1 ne 0 To 12 1 OYR 4/3 Fin d 12 To 20 1 OYR 2/1 6r pan 29 To 36 loys@2 Fine Sand 36 To 48 YR .. Sandy Loam 48 To 72 OBSERVED WATER TABLE: 60.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 12 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: INCHES SOIL TEXTURE/LOADING RAPE: h`OR SYSTEM SIZING: Fine Sand DEPTH OF EXCAVATION: 84 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA i WSWT elevation based on historical data In this area. SITE EVALUATED BY: DATE: 03/07/2008 Duncan, James (Title: EnvGonmental Specialist 11) DH 4015, 09/2006 (Previous Editions May Be Used) Page 3 of 4 AP847510 EID904889 v 1.0.2 ..,.. �.M.: .. ... .......... .. � . .. ., ,.•-:.-:,.:x..�r+,; r. y.�ev._.:... ..-rmy_:.W-�.w.,. . . .. .- „ ., ., :.r+r..�+o.,,r, + x:,... .� u ,o„ .... ....... . � .... _ , �r�l'r- _%'.yr • 4`� PERMIT NO. STATE OF FLORIDA DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID: CONSTRUCTION PERMIT RECEIPT #: CONSTRUCTION PERMIT FOR: [ x ] New System [ ] Existing System [ ] Holding Tank [ ] [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Allied New Technologies Innovative PROPERTY ADDRESS: 9549 Range Line Road, Ft. Pierce, FL LOT: BLOCK: SUBDIVISION: See attached legal description (SECTION, TOWNSHIP, RANGE, PARCEL NUM PROPERTY ID #: _ 4201-111-0001-0007 (Tax ID) [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381. F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SAFTISFAI PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICA! SUCH MODIFICATIONS MAY RESULT IN THIS., PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS P] DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMI, REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1500 ] GALLONS / GPD SEPTIC TANK/AEROBIC UNIT CAPACITY MULTICHAMBERED/IN-SERIES A [ ] GALLONS / GPD CAPACITY MULTI-CHAMBERED/IN-SERIES Na [ ] GALLONS GREASE INTERCEPTOR.CAPACITY [MAXIMUM CAPACITY XINGLE TANK: 1250 GALL K [ 750 ] GALLONS DOSING TANK CAPACITY [126] GALLONS @ [5] F PER 24 BRS # PUMPS [ D [ 1000 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 2000 ] SQUARE FEET Unobstructed area SYSTEM A TYPE SYSTEM: [ ] STANARD [ x'] FILLED [ I CONFIGURATION: [ ] TRENCH [ x ] BED [-40 N F LOCATION OF BENCHMARK: P.K. Nail in w I ELEVATION OF PROPOSED SYSTEM SITE [. 6 k] E BOTTOM OF DRAINFIELD TO BE [ 16 [BELOW] L [ ] _ 'of property (see.plot pl BENCiMARK/REFERENCE POINT BENCFIIKARK/REFERENCE POINT D FILL REQUIRED: [ 12 ] INCHES EXCAVATION REQUIRED: [ 72 ] INCHES O T H E R DAV,D L. PHic1,110.t, P.F. 9PECIFICATIONS BY: TITLE: .06knisa.0 rL Ae'A4r-_L4& aCz�E�a/ APPROVED BY: !! { l- TITLE: f ��. r,� r � DATE ISSUED:? EXPIRATION DATE: DH 4016, 10/97,(P evious Editions MayBeUsed) Pa e 1 of 3 9