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150 Live Oaks Road Lot 5Davie County, NC Tax Parcel Report Thursdav, October 20, 2016 Parcel Number: NCPIN Number: Account Number: Listed Owner 1: Mailing Address 1: City: State: Zip Code: Legal Description: Assessed Acreage: Deed Date: Deed Book ! Page: Plat Book: Plat Page: Building Value: WARNING: THIS 1S NOT A SURVEY Parcel Information E715OA0005 Township: 5861876755 Municipality: 82525688 Census Tract: RATLEDGE L MARSHALL Voting Precinct: 150 LIVE OAKS ROAD Planning Jurisdiction: ADVANCE Zoning Class: NC Zoning Overlay: 27006-0000 Voluntary Ag. District: LOT 5 BEACONS OAKS Fire Response District: Land Value: Total Assessed Value: 1.04 Elementary School Zone: 1/2006 Middle School Zone: 006450588 Soil Types: 0008 Flood Zone: 193 Watershed Overlay: 310860.00 Outbuilding 8r Extra Freatures Value: 42500.00 Total Market Value: 358820.00 Farmington 37059-803 SMITH GROVE Davie County DAVIE COUNTY R-20 DAVIE COUNTY QD SMITH GROVE SHADY GROVE WILLIAM ELLIS GnB2,GnC2,GaD DAVIE COUNTY 5460.00 358820.00 IR k v t All data Is provided as Is without warranty or guarantee of any kind either expressed or Implied Including but not limited to the Davie County, y implied warranties of merchantability or fitness for a particular use. All users of Davie County's GIS website shall hold harmless the County of Davie, North Carolina, its agents, consultants, contractors or employees from any and all claims or causes of action due to np bN4a NC or arising out of the use or inability to use the GIS data provided by this website, ' DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section P. O. Boa 848/210 Hospital Street Mocksville, NC 27028 (336)751-8760 Account #: 989900635 Tax PIN/EH #: 5861-87-7983.05 Billed To: Wayne Frye Subdivision Info: beacons Oaks Lot # 05 Reference Name: Wayne Frye Location/Address: Live Oaks Road -27006 ATC Number: 4312 AUTHORIZATION FOR WASTEWATER SYSTEM CONSTRUCTION **NOTE** This Authorization for Wastewater System Construction MUST BE ISSUED by the Davie County Environmental Health Section prior to issuance of any building permit(s). This Form/Authorization Number should be presented to the Davie County Building Inspections Office when applying for building permit(s) (in compliance with Article 11 of G.S. Chapter 130A, Wastewater Systems, Section .1900 Sewage Treatment and Disposal Systems). THIS AUTHORIZATION FOR WASTEWATER CO�NQSTRUCTION IS VALID FOR A PERIOD OF FIVE YEARS. Environmental Health Specialist's Signature: T �/ Date: CERTIFICATE OF COMPLETION **NOTE** The issuance of this Certificate of Completion shall indicate the system described on Improvement/Operation Permit has been installed in compliance with Article 11 of G.S. Chapter 130A, Section .1900 "Sewage Treatment and Disposal Systems," but shall in NO WAY be taken as a guarantee that the system will function satisfactorily for any given period of time. Septic System Installed By: Environmental Health Specialist's Signature : DCHD 05/99 (Revised) Date: 2 166 DAVIE COUNTY HEALTH DEPARTMENT ` Environmental Health Section r P. O. Boz 848/210 Hospital Street O�p Mocksville, NC 27028 jpl (336)751-8760 IMPROVEMENT/OPERATION PERMIT Account #: 989900635 Tax PIN/EH #: 5861-87-7983.05 Billed To: Wayne Frye Subdivision Info: ,beacons Oaks Lot # 05 Reference Name: Wayne Frye Location/Address: Live Oaks Road -27006 Proposed Facility: Residence Property Size: 113x289x350x **NOTES* TTirIs improv312 emeent/Operation Permit DOES NOT authorize the construction of a septic tank system or any wastewater system. An AUTHORIZATION FOR WASTEWATER SYSTEM CONSTRUCTION must be obtained from this Department prior to the construction/installation of a system or the issuance of a building permit (in compliance with Article 11 of G.S. Chapter 130A, Wastewater Systems, Section .1900 Sewage Treatment and Disposal Systems). THIS PERMIT IS SUBJECT TO REVOCATION IF SITE PLANS OR THE INTENDED USE CHANGE. YOUR WASTEWATER SYSTEM CONTRACTOR MUST SEE THIS PERMIT BEFORE INSTALLING SYSTEM. Residential Specification: Building Type #People #Bedrooms #Baths.. Dishwasher: Garbage Disposal: ❑ Washing Machine: Basement w/Plumbing: ❑ Basement/No Plumbing: ❑ Commercial Specification: Facility Type #People #People/Shift #Seats Industrial Waste: ❑ Lot Size Type Water Supply (0 Design Wastewater Flow (GPD) Site: New ❑ Repair ❑ System Specifications: Tank Size eOb GAL. Pump Tank 16b-OGAL. Trench Width .?6 "'Rock Depth" Linear Ft.JM Other: As stated in 15A NCAC 18A.1969(5) eeeepted STstemsFrrayU ,QW u0cu Required Site Modifications/Conditions: IMPROVEMENT/OPERATION PERMIT LAYOUT - APPROVED EFFLUENT FILTER RISER(S) IF 6 " B,JELOW FINISHED GRADE. ****NOTICE: Contact a representative of the Davie County Health Department for fins ectionJ�i system between 8:30 a.m. to � a.m. or 1:00 p.m. to 1:30 p.m. on the day of installation. Telephone # 0.** I .i5 1%" F Environmental Health Specialist's Signatt� Date: DCHD 05/99 (Revised) a 1 -`A- Jan 26 06 04:19p G SOP U1 04 09:066 tyAvte county envhealth 336751 0796 P.2 � P-2 • A APPUCAT10N FOR slit MLLt TM/hiPRO"FM FC"W XIC n \SaV (toric COW* "ankh Cwdmtnl Q V � o. $49/210 mat rd. sensor P.O. Bo■ 5t5/s10 Noopital 9tsert ryiuXaville, NC 27025 (336)151-0160 �oo� waw r eeve X16 t,6pL2fa2I03t CARmOr its P11OC Smw tntl.ttan Ah'- T1R St5Q4DllA O 2 0 Om"1s ?RGVIDY44..later tJr, zo t!e XWOlU TMT VULLSM Zoe instruction.. �A Mtaa a1u.a r^ �� C•nuat Veto" AAV' )!, U! ?caZi.u..nNai■....a �'G• K7� �✓//_ �. Mur an Paraii/61D LL 31111O.Wr the Aarw WAIL■r A4ne•ee .,�„ Clglfcau/ssp ], sppL•cw!Aa. For. ��O Sit.. LYa2nati0A C 2snprw.swat pecsfit/2{T�t)t c. ac•G.r to swr+la•. Q+Rrou/wi 0 Mobile Y.otte 0 ,tlairlerr O zoauatry 13 OtA.s L. 'ryp• .rea•. !et►w1■e. 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Tax 0160 PIN: Troptrt� A.Idreft: R»•d Ptn.0 , !!� �_ �%� . ` . zwe Arx , It a 3ulallris)oa provide /Irtor.uattua. a ra9v- Secaea: ALC42 L■C: !f✓9_ Date Mau evrerfo l ualed: TMs r to CCrllty Ula( she latarmalhw: pCowmcd tr conical to the bat W my kvnwtadgc. I oederstrnd that any per■ot(sj lssmA Mernslltr we anbleet to s•slmosten lir moestimm if rM site plans or (•Ctmw the chalice. Grit the infur "Awn Frbtalhod le tWt appikatiaM {a fat•Stiri or eYottlyd I. aft@. aa,lersra •/shot l eve rogrens114c /Yr all ctwtes raevreed j o,r rhfe rl/rtlaadrei' 41Kreuy. Cf�o eM,esat:e the Awthsrise d Reprrseutillve lir the Dante County Health ptpaM.+wnt to eww up® a)rorr derwAmt prr party lac;ted In Davk C.'vea fy awd awned by leaNM111069 tem Pra LLR[Dad cmary m Yelermne the lltesotl)O4aity' " DATE / 6 G'(v S=ATtT THMARTAMAYBE USEDFWLDUVaSCYOUR SITE i'LAl1(1nc�aJeatioIRtefellu►via� tiulRlrrcnat(preposed prowly )(ger and dtm!T!t o st VC(lims, fefbseta, and wile keatlosO 5115Itc*Iri: GturGa DatG(s): • Gant NoRfka(ww Ua:C: rile xtn yw., nccreot ww g -/ q V 0 6,g.� xt iteQ s 4lfY0S involer No• . �3a� ` 1 DAVIE COUNTY HEALTH DEPARTMENT 2 3 4 5 6 7 Environmental Health Section ' Soil/Site Evaluation APPLICANT INFORMATION PROPERTY INFORMATION Account #: 989900635 Tax PIN/EH #: 5861-87-7983.05 Billed To: Wayne Frye Subdivision Info: Gun Club Lot # 05 Reference Name: Location/Address: Gun Club Rd -27006 Proposed Facility: Residence Property Size: see map Date Evaluated: Av Water Supply: On -Site Well Community Public Evaluation By: Auger Boring Pit Cut FACTORS 1 2 3 4 5 6 7 Landscape position Sloe % HORIZON I DEPTH « Ir _e Texture group Consistence Structure Mineralogy HORIZON II DEPTH Texture group Consistence e r! Structure Mineralogy HORIZON III DEPTH Texture group Consistence G Structure Mineralogy HORIZON IV DEPTH Texture group Consistence Structure Mineralogy SOIL WETNESS RESTRICTIVE HORIZON SAPROLITE CLASSIFICATION LONG-TERM ACCEPTANCE RATE SITE CLASSIFICATION: [� LONG-TERM ACCEPTANCE RA REMARKS: ✓� EVALUATION BY: V LEGEND / Landscape Position R - Ridge S - Shoulder L - Linear slope FS - Foot slope N - Nose slope CC - Concave slope CV - Convex slope T - Terrace FP - Flood plain H - Head slope Texture S - Sand LS - Loamy sand SL - Sandy loam L - Loam SI - Silt SICL - Silty clay loam SIL - Silty loam CL - Clay loam SCL - Sandy clay loam SC - Sandy clay SIC - Silty clay C - Clay CONSISTENCE Moist VFR - Very friable FR - Friable FI - Firm VFI - Very firm EFI - Extremely firm Wet NS - Non sticky SS - Slightly sticky S - Sticky VS - Very Sticky NP - Non plastic SP - Slightly plastic P - Plastic VP - Very plastic Structure SC - Single grain M - Massive CR - Crumb GR - Granular ABK - Angular blocky SBK - Subangular blocky PL - Platy PR - Prismatic Mineralogy 1:1, 2:1, Mixed Notes Horizon depth - In inches Depth of fill - In inches Restrictive horizon - Thickness and inches from land surface Saprolite - S(suitable), U(unsuitable) Soil wetness - Inches from land surface to free water or inches from land surface to soil colors with chroma 2 or less Classification - S(suitable), PS(provisionally suitable), U(unsuitable) LTAR - Long-term acceptance rate - gal/day/ft2 DCHD 05/99 (Revised) CONTROL N b' CORNER LOT 9 REeAR 1 0.707 ACRES �. .r L FOUND 32 W td'X70' SIGHT \ °r r EASEMENT C) �1 I wATeR l 9j �'U M 6 68 5• s F � 2 is /F\RF z REBAR FOUND LOT',8 i / o Q \' AT AXLE 0.700 ACRESo S 77°1� , , 3 R/V: MON. LOCATED 1$• S 33'10'58" E 2.57' 184, 70 E M FROM 1" IRON -, co 3 v LOT 1 IRON , 0.694 ACRES o Z Q N FOUND w LOT 7 0.693 ACRES I v ZD F" co �— a a. 1 56.38 GERALD H. 4 ^ I S 82'--56'07" ui E I w .W 180 , � 1 ss.sz W I P.B. 4 P( a REF. D.B. 954 10' DRAINAGE & 3 '" 1 UTILITY EASEMENT P LOT 2 0.699 ACRES ° t" IRON 0� LOT 6-, �o W M FOUND 0o W 0 75 IRON-------------------- -=----: , 0 0.691 ACRES o uurr F' FCUND 10' DRAINAGE &", I m m 2 oM TIIITY EASEM647 CD Co 190,33E 3 w I 163.44 0 z 30' — 15' •n �N 07°03'53' ,E M S 07°03'53' 'W 5O' 73,45 co I 41.75 J /W i / f - LOT 3 ko , ' 0.669 ACRES I LOT 5 1.048 ACRES visD -4 M nrin Li t vQ�. o' 66. 19. 2D' DRAINAGE EASEMENT I �, 3 LOT 4 r. 2.062 ACRES " +; 1" IRON l") o FOU Np CR�� CID cs- F� c 1" IRON FOUND IN CREEKN 81.13'27• V ANGLE IRONFOU19.20 CONTROL \ 424,44 CORNER S 28.24'12'• w 0.75" IRON 1 FOUND I CONTROL II'. ' CORNER that i i PAUL A; FOSTER I D.B. 1751: , PG. 862 . r LINE BEARING DISTANCE' L1 S 3371 0'55 E 37:66 C L2 N. 63'29':03" E 38.82 .. L3: S`63',29'03" W '32.98 L4 N 08'40'43 E 41.,05 100 CURVE DELTA ,; RADIUS ARC CHORD TANGENT CHORD,BRG 4 .. C 1 56 25 10 205 00 201.86 193.81 109 96 S 35'16 28" W r� ea 1nU�.. 9R On ......21.03 20.41 1111.18 S _1701 3 E DAVIE COUNTY HEALTH DEPARTMENT j Environmental Health Section Soil/Site Evaluation APPLICANT INFORMATION Account #: 989900635 Billed To: Wayne Frye Reference Name: Proposed Facility: Residence Property Size: Water Supply: Evaluation By: On -Site Well Auger Boring PROPERTY INFORMATION Tax PIN/EH #: 5861-87-7983.05 Subdivision Info: Deacons Oaks Lot # 05 Location/Address: Live Oaks Road -27006 113x289x350x Date Evaluated: Community Pit Public Cut FACTORS 1 2 3 4 5 6 7 Landscape position Slope % HORIZON I DEPTH Texture group Consistence Structure Mineralogy HORIZON II DEPTH Texture group Consistence Structure Mineralogy HORIZON III DEPTH Texture group Consistence Structure Mineralogy HORIZON IV DEPTH Texture group Consistence Structure Mineralogy SOIL WETNESS RESTRICTIVE HORIZON SAPROLITE CLASSIFICATION LONG-TERM ACCEPTANCE RATE SITE CLASSIFICATION: LONG-TERM ACCEPTANCE RATE: REMARKS: EVALUATION BY: OTHER(S) PRESENT: LEGEND Landscape Position R - Ridge S - Shoulder L - Linear slope FS - Foot slope N - Nose slope CC - Concave slope CV - Convex slope T - Terrace FP - Flood plain H - Head slope Texture S - Sand LS - Loamy sand SL - Sandy loam L - Loam SI - Silt SICL - Silty clay loam SIL - Silty loam CL - Clay loam SCL - Sandy clay loam SC - Sandy clay SIC - Silty clay C - Clay CONSTSTENCE Moist VFR - Very friable FR - Friable FI - Firm VFI - Very firm EFI - Extremely firm NS - Non sticky SS - Slightly sticky S - Sticky VS - Very Sticky NP - Non plastic SP - Slightly plastic P - Plastic VP - Very plastic Structure SC - Single grain M - Massive CR - Crumb GR - Granular ABK - Angular blocky SBK - Subangular blocky PL - Platy PR - Prismatic Mineralogy 1:1, 2:1, Mixed Notes Horizon depth - In inches Depth of fill - In inches Restrictive horizon - Thickness and inches from land surface Saprolite - S(suitable), U(unsuitable) Soil wetness - Inches from land surface to free water or inches from land surface to soil colors with chroma 2 or less Classification - S(suitable), PS(provisionally suitable), U(unsuitable) LTAR - Long-term acceptance rate - gal/day/ft2 DCHD 05105 (Revised)