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HomeMy WebLinkAboutHealth Department Septic Approval 3 W PERMIT #:56-SF-1740378 STATE OF FLORIDA APPLICATION #:AP 1276213 -� DEPARTMENT OF HEALTH EIVE ATE PAID ONSITE SEWAGE TREATMENT AND S FEE PAID: SYSTEM CEIPT #: W. - APR 4 - 2017 U UMENT #: PR1051078 A. CONSTRUCTION PERMIT FOR: OSTDS N2WAM APPLICANT: (One Construction) PROPERTY ADDRESS: TBD Gentile Rd Fort Pierce, FL 34945 LOT: 1 BLOCK: SUBDIVISION: Gentile Lands PROPERTY ID #: 2322-800-0002-000-5 [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 [ 900 ] GALLONS / GPD Seotic new CAPACITY A [ ] GALLONS / GPI) N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS U ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] ~ I CONFIGURATION: [ ] TRENCH [x] BED [ ] N h F LOCATION OF BENCHMARK: Site BM set PK nail CL of rd center Of property I ELEVATION OF PROPOSED SYSTEM SITE [ 8.00 ] [ INCHES FT ] [ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 8.00 ] [ INCHES FT ] [ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 18.00] INCHES EXCAVATION REQUIRED: [ ] INCHES 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. T The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with H s.64E-6.013(3)(0, FAC. E R SPECIFICATIONS BY: Brian J Ingram TIRO Environmental Specialist II APPROVED BY: IZ'LE: Environmental Specialist II St. Lucie CHD Brian J Ingr DATE ISSUED: 02/24/2017 EXPIRATION DATE: 08/24/2018 DH 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 AP1276213 SE1024447 L 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. i i STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT, REPAIR, MODIFY, OR ABANDON A WELL Permit No. ❑Southwest PLEASE p� rida Unique ID ❑Northwest (*Deno r it Stipulations Required(See Attached) ❑St.Johns River ' The wale ell tractor is responsible for complet)n y ❑South Florida this form arding th it pplic the 6 24 Quad No. Delineation No. ❑Suwannee River a proprla tad t p��y,fie app 3 p �T`�ii,; _ ❑DEP ti C /WUP Application No. ❑Delegated Authority((f Applicabl v .• . *Owner, egal Name if Corporation twdress Cit *State 'ZIP *Telephone Number 2._� ? 6te.n�, I-el Q.cf F. , k r ' 9 �S *Weil Location-Address,Road Name or Number,City 3. cZ-f00-�002,- aC)fl `� * ?�ZParcel ID No.(PIN)orAltemate Key(Circle On i Lot Block Unit 4. Aft ,ass 396. S c C- *Section or Land Grant To nshi *Range *County Subdivision Check if 62-524:_Yes i No 5. �r WJ W 1�n79�h 7 ov 47 *Water Well Contractor *License Number *Telephone Number E-mail Address 6. !�L-7o S //-� yr') F� .3`Y'9,;2 ' *Water Well Contractor's Address City State ZIP 7.*Type of Work:—too'Construction —Repair _Modification _Abandonment 8.*Number of Proposed Wells 'Reason for Repair, Modification,orAbandon ant 9.*Spe,>;ify Intended Use(s)of Well(s): iL uWPJ a VV C '- Domestic Landscape Irrigation —Agricultural Irrigation _Site Investigation _Bottled Water Supply _Recreation Area Irrigation.. —Livestock Monitoring _Public Water Supply(Limited Use/DOH) —Nursery Irrigation `Test r� A q CQ 1 q _Public Water Supply(Community or Non-Community/DE ' —Commercial/Industrial _Earth-Coupled Geothermal F C C 8 L 4 7 _ —Golf Course Irrigation _HVAC Supply _Class I Injection :HVAC Return Class V Injection:—Recharge—Commercial/Industrial Disposal iAquifer Storage and Recovery—Drainage F OH in St Lucie Comb Remediation: —Recovery Air Sparge _Other(Describe) EN IRONMENTAL HMI H Official Use Only _Other(Describe) i (Note:Not all types of welts are permitted by a given permitting authority) 10.*Distance from Septic System if 5200 ft. I 11.Facility Description -Ej'l)f -e P-,01 n.- �� 12.Estimated Start Date 13'Estimated Well Depth /J40 ft. *Estimated Casing Depth 197/J ft. *Primary Casing Diameter _in. Open Hole: From To ft. 14.Estimated Screen Interval:From To 1,0,F' ft. 15.*Primary Casing Material: Black Steel ✓Galvanized PVC Stainless Steel Not Cased Other: 16.Secondary Casing: Telescope Casing Liner Surface Casing Diameter in. 17.Secondary Casing Material: Black Steel Galvanized ✓PVC Stainless Steel Other 18'Method of Construction,Repair,or Abandonment: Auger Cable Tool Jetted Rotary Sonic Combination(Two or More Methods) Hand Driven(Well Point,Sand Point) Hydraulic Point(Direct Push) Horizontal Drilling Plugged by Approved Method Other(Describe) 19.Proposed Grouting terval for the Primary,Secondary,and Additional Casing: Fromo_ToSeal Material('LBentonite Neat Cement Other ) From TO Seal Material(__Bentonite Neat Cement Other ) 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`Is this well or any existing well or water withdrawal on the owner's contiguous property covered under a Consumptive/Water Use Permit(CUP/WUP) or CUP/WUPApplication? Yes No If yes,complete the following:CUP/WUP No. District Well ID No, 22.Latitude Longitude 23.Data Obtained From: GPS Map Survey Datum: NAD 27 NAD 83 WIGS 84 1 hereby certify that I will comply with the applicable rules of Title 40,Florida Administrative Code,and that a water I car*that I am the owner of the property,that the Information provided Is accurate,and that I am aware o1 my use permit or artificial recharge permit,If needed,bas been or Wdi'be obtained prior to commencement of well responsibilities under Chapter 373,Fiorlds Statutes,to maintain or pmpedy abandon this well:or,I certify that I am construction.1 further certify that all Information provided in this application is accurate and that I will obtain the agent for the owner,that the information provided is accurate,and that I have Informed the owner of their necessary approval from other federal,state,or local governments,if applicable.I agree to provide a well responsibilities as stated above.owner consents to allowing personnel of this WMD or Delegated Authority access completion report to the District within 30 days after completion of the construction,repair,modification,or to the well site during the construction,repair,modification,or abandonment authorized by this pemhit. abandonment authorized by this permit,or the permit expiration,whichever occurs first, 'Signature of Contractor *License No. 'Signature of Owner or Agent * ate BELOWFOR OFFICIAL USE ONLY Approval Granted By Issue Date•702Y/ l Expiration Date O �g Hydrologist Approval '� fniGafs Fee Received $ Receipt No. Check No. THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BY AN 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 ABANDONMENT ACTIVITIES. STATE OF MRIDA PERMIT NO. DEPARTMT OF SEAL`I`R DATE PAID: ONSITE SEWAGE AND DISPOSAL FEE PAM: SYSTEM RECEIPT : APPLICATION FOR CONSTRUCTION PERMIT APP ICATION FOR: E7�] New System [ ] Existing System [ 3 Holding Tank f ] Innovative i 1 Repair t ] Abandonment E I Temporary f l APPLICANT: ©/�� (.OnJ .S l ILG�CT Zo j AGENT: ---- dd e 4LOA/ f2r- 84 Cr t 1 g 1) TELEPHONE: MAILING ADDRESS: 3 L"E 3? 5w C'uW6 5-r• oz- 5-r• ( x,,t o , TO BE CMMXTED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.103(3) (m) CA 489.552, PLOSEL DA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF TIM DATE THE LOT 19AS CREATED OR PLATTED WDD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INRORMPi'1'ION LOT: BLOCK: SUBDIVISION: ��t t Le ZojD PLATTED: 2� PROPERTY ID �$: Z��� 10 d170 71 00 0 ZONING: I/M OR EQUIVALENT: [ Y/N ) PROPERTY SIZE: 7* i ACRES WATm SUPPLY: [ �. PUBLIC E ]«OaOGPD [ 1>2000GPD IS SEW NER AVAILABLE AS PER 381.0065, FS? E Y ] N0 DISTANCE TO SEWER: FT L� PROPERTY ADDRESS: .��ll Z 'r 'y ��6 � �P'D J 'T r PC,G/` c i DIRECTIONS TO PROPERTY: brG C �3 40 w f', IkS.5 r4,24J PLKe i3O OPJ F-T sl y a Q 14 BUILDING nMM#mTION t ] RESIDENTIAL [ 1 COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Table 1 Chapter 642-6, PAC 2 3 4 f ] Floor/ggu3gm �33rs Other (Specify) r SIMaTT=: ` == DATE: - -; _ DH 4015, 08/09 J-10b8a3 s`.ps�v ous editions. which may not be used) Incorporated 648=6:f�07.;-:PAS Page 1 of 4 1 STATE OF FLORIDA APPLICATION # AP1276213 DEPARTMENT' OF HEALTH PERMIT # 56-SF-1740378 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1024447 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: One Construction CONTRACTOR / AGENT: One Construction LOT: 1 BLOCK: L SUBDIVISION: Gentile Lands ID#: 2322-800-0002-000-5 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: 2.99 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES-TABLET / OTHER-TABLE 2 ] AUTHORIZED SEWAGE FLOW: 4484.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SOFT UNOBSTRUCTED AREA.REQUIRED: 750.00 SOFT BENCHMARK/REFERENCE POINT LOCATION: Site BM set PK nail CL of rd center of property ELEVATION OF PROPOSED SYSTEM SITE 8•00 [ INCHES / FT ] [ ABOVE / 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 [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 105 FT NON-POTABLE: 300 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 50 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 SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Ankona sand USDA SOIL SERIES:Ankona sand Munsell#/Color Texture Depth Munsell#/Color Texture Depth 10YR 4/2 Loamy Sand 0 To 18 10YR 4/2 Loamy Sand 0 To 18 1 OYR 5/2 Sand 18 To 28 10YR 5/2 Sand 18 To 28 10YR 3/2 Sand 28 To 31 10YR 3/2 Sand 28 To 31 1 OYR 6/1 Sand 31 To 44 10YR 6/1 Sand 31 To 44 1 OYR 2/1 Spodic Material 44 To 54 1 OYR 3/3 Sand 44 To 54 10YR 3/2 Loamy Sand 54 To 61 10YR 3/2 Loamy Sand 54 To 61 10YR 412 Loamy Sand 61 To 72 10YR 4/2, Loamy Sand 61 To 72 OBSERVED WATER TABLE: 72.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 24 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 24.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X] BED [ ] OTHER (SPECIFY) REMARKS ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR511 stripping in 10YR5/2 matrix>10%with diffuse boundaries starting at 24"in 8132. SB1-and SB2 8"below BM. SITE EVALUATED BY: DATE: 02/24/2017 Ingram,Bria itle:Environmental Specialist II)(ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1276213 EID1740378 v 1.0.2 Iroperty Card Page 1 of Michelle Franklin, CFA—Saint Lucie County Property Appraiser—All rights reserved. Pro—Der Pro-Dertv Identification Site Addres .TBD Parcel ID:2322-800-0002- Account#: 173244 Sec/Town/Range: 22/35S/39E Map ID:23/22S " Zoning:AG-2.5 Use Type:0000 Jurisdiction:Saint Lucie County Ownership Legal Description Lesley L Chambley Jr GENTILE LAND(PB 58-16) T 1 2.99 AC)((OR 3280- 270 Woodcrest Dr 183:3417-1913) Fort Pierce,FL 34945 Current Values Historical Values 3-year Just/Market; $65,800 Assessed: $53,130 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $53,130 2016 $65,800 $53,130 $0 $53,130 2015 $48,300 $48,300 $0 $48,300 2014 $48,300 $46,090 $0 $46,090 Sale History Date Book/Page Sale Code Deed Grantor Price 08-03-2012 3417/1913 0116 QC Chambley,Lesley $100 03-09-2011 3290/0183 0002 WD Gentile LLC, $51,000 01-26-2006 2496/1096 XX02 WD Martin,Wynona B $405,000 Primary Building Information Finished Area of this building:0 SF Gross Area of this building:0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built:N/A Frame: Grade: Effective Year:2014 Primary Wall: Story Height: No.Units:0 Secondary Wall: Interior Data Bedrooms:0 A/C%:0% Electric: Primary Int Wall: Full Baths:0 Heated%:N/A% Heat Type: Avg Hgt/Floor:0 Half Baths:0 Sprinkled%:0% Heat Fuel: Primary Floors: b,;,f;, Total Areas Finished/Under Air 0 (SF): Gross Area(SF): 0 Land Size(acres): 2.99 `'T (11;7 )I''> Land Size(SF): 130,244 Total Building Count: I Special Features and Yard Items Type Qty Units Year Blt _._._..._....._....._._.__�........_ _... ...__.... .. _....__.._......._.. . ....__...__._.......... .-...............- . . _._ ...._.___...._.._..._. �__.._... .._ - _..__._..._..... This information pis believed to be correct at this time but it is subject to change and is not warranted. m Copyright 2017 Saint Lucie County Property Appraiser.All rights reserved. ittp://www.paslc.org/RECard/ 2/15/201 i • • • — • • fl (k} �: sub � t��Py 4 r§4 � .� L Yf'�u��1 y��' y �##Fa f' �``�a„� k� �f:`'� w. t�� � ;s �. �' � '`�;� '�a ''" •�,' .�'' at,lt:a.. . fo'+'-:'�. 1�f{y!, i '� _� CrsR.9� '¢.�J£:f• +g i 4.:.,'•• �P ; .x'l � N 1 £' +I���{r-� d � e+C S $C$X `•�'� �� "r tt f, �'f,»'+ �•:0 1` �*. - 4.. _ u '-��•+ �, j�,A It � �k.•� Ira �i' A _�` Y Y*� 4e��1� gy4 � '� d �# ttvL'�� '� t p _� � � r,� c � »I s`"� �`ri'r`t,�' •�'\ �...wr"'" � e..,...-�oyusx �.r .. - ,.. 9r _ ."�, .-L ,-;i. .,_. - t-z�„�--�4;r .^e-=..- •� �°}---•.L�.. 7 MF• ti\ a 7 It .->' � �w �k 0 r t � r .. 1 _�•a�, _ _� ri- ��_ �� '-a-•�re•••.qyy.',�.� a r �: Y��(� ,I. ` � ' f y';,�'y��;n�.� � ja^.k�l`7��sys*r,�,rn'. p��. \� �•( 5� i ��• a���� _ Y ...r r� • ', - �. '-� E71i >r $7e:.• �. -. , "• r '0t "'�9 'F �. � •-^•,i'---'--- -- - s�'�ks�y��ym d " ,• #1 � 1�F �.�_�; .,�.-" !M` w •+ w•S-,•,r z' 4,?�'°" �, s _ r 1 ,. ., jn Yr�a ..i. '' �r . .. Y.• 9�� � tr -.. � i ,�!. ..,c'",�` i.` 9\.A X' � � �+ _ _ f a _ _ � S+ns vc?...., _��.. +.+w �`....., •_.,tf'A '6y,e.. '-"«•--a _ rw^ '+^�,•,"•4.�1'M1��n „r-•�'��" f �. ,.. ,. `` r ,.. _l`'%---"r' x..w..'..m -,---.^-a-----' _ .+,...» �tt'r-'�.s� ,, .'•,.� n.. rw �...• _ �; y• 1 �- �..,. ....�.,-- :. ."'wm. F.,1..---^V`� .1'"'�• yam^ , �, K,:,. �"3ti'0. 'alb "� "i v ^�� x�_,-r_r.._ ay�-------•^^-'_ LH_.,,n«-. �Yf"f` '`J';%+1y q�• .i F..iAp.` •' - t d•. 1��� � 1"'iT 1�=�� L Rai+ 1 I �'�,6 �'®"-""'r`f� '..., 1 1 '•i.,''C I �; - -,�"`.'�°'" .� fir': `r[!� 4�{`�+..7 _ ,•r.v•�....,.�.r,i.,,a.l 1�.��.�s:a.. � u.:.'� ., . ° +� � '!+"'� f l�"yr 1 '-,.pfYw xv,S"��..-1y-i � x''`� _ -'�'F '�,^� � ` \ �-• ..T i}.'} I, °i Y� .*. 4 1�.:=`"ice `Y"tea,,,,•."""� ,� .. `�l�,t- .�3_ .1. - 1` .<-� ate•,,s� � ;�.;�'?� lll,,,,,,___�� r=r�.�_v•, :1r�'f� �=;�:`t'�'.��'4-p�''.. ?°s__..�...��per.,. i E SURVEYORS' NOTES: LEGAL DESCRIPTION: ' 1. Bearings shown hereon are based on the centerline of Gentle Road as plotted and bears N 0022*14` E. LOT 1, GENTILE LAND, according to the map or plat thereof, as , 2. Written dimensions take precedence over scaled dimensions and distances are not to be scaled for construction recorded in Plot Book 58, at Page 16, of the Public Records of St. and/or design purposes. Lucie County, Florida. - 3. All distances and bearings are as field measured and are coincident with 'PLAT'and description data unless otherwise noted. LOT AREA: 130.218 Sq. Ft.; 2.99 Acresf I. t,. 4. This drawing is not valid without the signature and original raised seal of a Florida licensed Surveyor&Mapper. S E_ - 5. This survey is based upon a description furnished by the client, there has been no search of the public records STREET ADDRESS: 2790 Gentile Road, Fort Pierce, Florida 34945. •-•`' done by this office. 6. Property lies in Flood Zone "X" as scaled from the National Flood Insurance Program Rate Mop, Community FDOH in St. Lucie County Panel Number 12111CO170 J. with an effective date of February 16. 2012. Q 7. This survey is not revered by professional liability insurance. Environmental Health . 8. City water& sewer are available in this area. ' 9. No underground utilities or improvements were located unless otherwise shown. - 10. Elevations shown hereon are based upon an assumed datum. Site Plan Approved for Constructio 11. This plan information to be verified by contractor prior to construction. in Vicinity Map Supersedes All Previous Site Plans for (Nat To Scale) OSTDS#Sty-:59-17g6379 &Well#'52 s"610Y pate: 2AN117 Reviewer: --- I 1 I PROPOSED ONE—STORY RESIDENCE NOT A PART OF THIS PLAT (OCCUPIED) WELL&SEPTIC±200'AWAY FROM PROPOSED WELL&SEPTIC 4'P&BWF aHE— •PROPOSED FFE-51.60 LIMITS OF PLAT W „o a 4'P&BWF•T' r . NORTH PLAT LINE (t s,,.2 W z (•1.50'ABOVEROADWAYHIGHPOINT) N89'15'03'E 895.17 ( ) I� __ O r •p K �' 1200' PRM 5 3 00' PRM �i �I PROPOSED 92p `?rp 9a N�2 0}_______________________- F i I END V P&BWF PROPOSED ^iOn c "1pC(o.5'N,z.7'w) 20k2o' �' o; k,• - m`J OPEN AIR w CONCRETE ?� 57%' END 4'P&BwF METAL SHED ly ------_186_66_-__-_--DRIVEWAY .� ___ oOLUMNS 39.67'",^� .,•/a _ ________________________________________________________________________________________--_---------------------------------------_ 6fi8.fi7 0 S• O ^ y a m (Typical) 12�So4 4.0 .o' ^e .,•I �, LOT 1 9�a TOP OF BANK± Ili, GRILL xV? � s9Saveo a :v0°a°' lbR' (VACANT/AS SHOWN) .n roPaFBANK± /—\ �o el• - ------------------------------------------------ r—- _I o •,••,, • "PVC PIPE 222' I ±OMITS Ij 1 \ N F ,o„ N ASSEMBLY EOIE OF WATER± 1 OF POND I °F WAS \\ Imo-+ N______________ 180_00-__,..______-__12.33' 24.�. 5.50' I � �/J � /PL.ATTED 1 I1 O y o �7� _� (7/ ��CONSERVATIOM a p unobstructed m;r-ye o F i 4'P&ewF"T"I a'P&BwF•r •y% j EASEMENT j rn Yn I _Are t,9• ,a1 w,a.. (1.4'N) �O (0.5-N) '6C nej' /� / / ±4.ODO SF n iL-a ,n ut p9• a°j' / -----� (POND) FlRC FIRC b N89"15'01"E 995-17' I O o ENO 4'P&BwF r-- / END 4'P&BWF END 4'P&BWF / 4'Pdd3WF YW tt3MrrS DF I (0.5's) (0.9's) (0.7'S,0.5'W) `1 AT 5'P&BF 'ADJACENT OF I LOT 2 OCCUPIED n_ Q c (2.8'N,SW) ADJACENT DRAINFIELD DRAINFlELD ( ) E:(ISTWC WELL IS OVER 100'AWAY U I�(n z Y FROM PROPOSED WELL OR SEPTIC LIMITS OF PLAT o Gentile Road I v N F FI I (EAST PLAT LINE) W gg (66' Right LEGEND m `.�` I I t 18' Asphalt Pavement CL = CENTERLINE RIGHT OF WAY w a EP = EDGE OF PAVEMENT FlRC = FOUND 5/8" IRON ROD CERTIFIED TO: 0 a &CAP (LB 6218) ONE CONSTRUCTION n PRM = FOUND 4"X4" CONCRETE Date of Last field work:01/09/2017 N F- MONUMENT (LB 6218) -CHE-= OVERHEAD UTILITY LINES Boundary Survey & Site Plan 0 = WOOD POWER POLE J v �= POLE ANCHOR W"Wien n e t t Prepared on the order of: A/C = AIR CONDITIONER PAD JANUA Y 18, 2017 PBWF= POST BOARD & WIRE FENCE Bennett Surveying, Ira 4--. One Construction rr� — FFFa = FINISHED FLOOR ELEVATION 107 Augusta Court to f Signature WILLIAM B. BENNETT Sao• = SPOT ELEVATION Field: LM/BB Job No.: 16-1206 Professional Surveyor& Mapper = TELEPHONE RISER fer, Florida 33458 Florida CertNo.7 No. 6353 t =PLUS OR ECE11 772.336.4933 Drawn: I.M Date:01/18f I ®®® LB No. 7608 D MAILBOX be ttsurveying®yahoo_com Scale: 1"=60' Sheet: 1 of 1 APR 4 - 20V r