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1136 Cornatzer Rd (2) Davie County,NC Tax Parcel Report Wednesday, October 12, 2016 t € I 1 : t e 11.76 i 1 1.50 rf t It_...._..,„.....Y.._.......... . ;.. .-iia 1101 r:~r.', '' 1�00L DR 111.6 1069/,r 1x55 1Z.,1171 y '.1a5a /1117 ,x''10.30 t WARNING: THIS IS NOT A SURVEY Parcel Information Parcel Number: H600000072 Township: Shady Grove NCPIN Number: 5769104520 Municipality: Account Number: 14526000 Census Tract: 37059-804 Listed Owner 1: CAUDLE WILLIAM A Voting Precinct: WEST SHADY GROVE Mailing Address 1: 1136 CORNATZER ROAD Planning Jurisdiction: Davie County City: MOCKSVILLE Zoning Class: DAVIE COUNTY R-A,R-20 State: NC Zoning Overlay: Zip Code: 27028-0000 Voluntary Ag.District: No Legal Description: 13.494 AC CORNATZER ROAD Fire Response District: CORNATZER-DULIN Assessed Acreage: 13.86 Elementary School Zone: CORNATZER Deed Date: 6/1995 Middle School Zone: WILLIAM ELLIS Deed Book/Page: 001810288 Soil Types: RnC,GnB2,EnB,MsC,ChA Plat Book: Flood Zone: Plat Page: Watershed Overlay: DAVIE COUNTY Building Value: 46180.00 Outbuilding&Extra 10040.00 Freatures Value: Land Value: 109950.00 Total Market Value: 166170.00 Total Assessed Value: 166170.00 rl v� All data Is provided as Is without warranty or guarantee of any kind either expressed or Implied Including but not limited to the 9 1N1°F Davie County, 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 p 11 N� NC or arising out of the use or Inability to use the GIS data provided by this website. 'f'' t ,1h Y ''� i ; s' ...L:,"` t• -y A -, '`tit-;;• Y` C+ . �r:t•ti p l tf�,:lril.r ;.1f't:/''—l� O-+ AUTIHQ1iIzaTION No: 0573 DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section PROPERTY INFORMATION Prr1�`ittee's P.O Box 848 Name. / 4 jdwi el (.J' Mocksville,NC 27028• Subdivision Name: Phone#:704-634-8760 Directions to�property:;�41 `'i r/ Section: Lot: AUTHORIZATION FOR /q WASTEWATER Tax Office PIN:#5w 1-16 a Q SYSTEM CONSTRUCTION Road Name: 0-o p-A 'z . p **NOTE**This Authorization for Wastewater System Construction MUST BE ISSUED by the Davie County Environmental Health Section prior to issuance of any Building Permits.This Form/Authorization Number should be presented to the Davie County Building Inspections. Office when applying for Building Permits. (In compliance with Article 11 of G.S.Chapter 130A,Wastewater Systems,Section..1900 Sewage Treatment and Disposal"Systems) 1 / ***NOTICE***THIS AUTHORIZATION FOR WASTEWATER CONSTRUCTION ,, y rf • ;f -' IS VALID FOR A PERIOD OF FIVE YEARS. ENVIRONMENTAL HEALTH SPECIALIST ',DATE ISSUED" pe'Y 6'*,/inHRsmY�,.�d�s rfA}.,w y,twhxh:c rY4,Y� 7 r"i'r'+1„s.\ Ffa[.�r_t'^is1.5: e-4g _;Y _ ,�� fl•t;.t-,, .;-,�,,, �. t<� �� DAVIE COUNTY HEALTH DEPARTMENT •'�o ry IMPROVEMENT AND,OPERATION PERMITS PROPERTY INFORMATION 1� rrrltttee`s Subdivision Name: rNOW irections to property:.^ f.11/?j,'1_ ` Section: Lot: y IMPROVEMENT ,it � _ �.f t¢ �'� f� _ PERMIT . Tax Office PIN:#� * f Road Name:�`'(�t�'ti-r;z E�'>. p:y`a ELI ' x **NOTE**,This Improvement Permit DOES NOT authorize the construction or installation 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/mstallation 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) ***NOTICE***THIS PERMIT IS SUBJECT TO REVOCATION IF SITE 4.�tf` , ,t' k ��`' , r.? ' PLANS OR THE INTENDED USE CHANGE.YOUR WASTEWATER ENVIRONMENTAL HEALTH SPECIALIST DATE ISSUED SYSTEM CONTRACTOR MUST SEE THIS PERMIT BEFORE INSTALLING THE SYSTEM. RESIDENTIAL SPECIFICATION:BUILDING TYPE f #BEDROOMS 4? #BATHS --:2 #OCCUPANTS GARBAGE DISPOSAL:Yes or No COMMERCIAL SPECIFICATION: FACILITY TYPE #PEOPLE #PEOPLEISHIFf �v #SEATS INDUSTRIAL WASTE:Yes or No .49 LOT SIZE OC �l?[� TYPE WATER SUPPLY DESIGN WASTEWATER FLOW(GPD) (_J NEW SITE 11 REPAIR SITE SYSTEM SPECIFICATIONS: TANK SIZE A22n" D GAL. PUMP TANK GAL. TREN1CH WIDTH�� ROCK DEPTH �07 LINEAR FT."7��1) OTHER +� U G� lr ri t� C>-9- k/ _4 rS REQUIRED SITE MODIFICATIONS/CONDITIONS: IMPROVEMENT PERMIT LAYOUT Y I If; **CONTACT A REPRESENTATIVE OF THE DAVIE COUNTY HEALTH DEPARTMENT FOR FINAL INSPECTION OF THIS SYSTEM BETWEEN 8:30-9:30 A.M.OR 1:00 1:30 P.M.ON THE DAY OF INSTALLATION.TELEPHONE#IS(704)6348760. OPERATION PERMIT S S INST ED BY: /00 AUTHORIZATION NO. OPERATION PERMIT BY: DATE: **THE ISSUANCE OF THIS OPERATION PERMIT SHALL INDICATE THAT THE SYSTEM DESCRIBED ABOVE 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. DCHD 05/96(Revised) d APPLICATION FOR SITE EVALUATIONAMPROVEMENT PERMIT&ATC / Davie County Health Department Environmental Health Section P.O.Box 848 Mocksville,NC 27028 (704)634-8760 0� ****IMPORTANT**** THIS APPLICATION CANNOT BE PROCESSED UNLESS ALL THE REQUIRED INFORMATION IS PROVIDED. 1. Name to be Billed ( 1`l _ U� Contact Person Mailing Address f 1 .�7 C_a V h ay, R C� Home Phone City/State/Zip I Business Phone 2. Name on Permit/ATC if Different than Above Mailing Address to IY\CJ_ City/State/Zip 3. Application For: ❑ Site Evaluation ❑ Improvement Permit&ATC ❑ Both 4. System to Serve: House ❑ Mobile Home ❑ Business ❑ Industry ❑ Other 5. If Residence: # People # Bedrooms # Bathrooms Dishwasher ❑ Garbage Disposal Ul<ashing Machine ❑ Basement/Plumbing ❑ Basement/No Plumbing 6. If Business/Other: Specify type # People # Sinks # Commodes # Showers # Urinals # Water Coolers If Foodservice: # Seats Estimated Water Usage(gallons per day) 7. Type of water supply: M County/City ❑ Well ❑ Community — 8. Do you anticipate additions or expansions of the facility this system is intended to serve? ElV Yes LNo If yes,what type? PROPERTY INFORMATION REQUIRED: ***IMPORTANT***A PLAT OF THE PROPERTY MUST BE pt n ^ // SUBMITTED WITH THIS APPLICATION. Property Dimensions: �� w��� 1 WRITE DIRECTIONS(from 1 Mocksville)TO PROPERTY: Tax Office PIN: # �[ 1 C" Property Address: Road Name ��14 in 1/1 T,a, 9,-.Y 11 A . 1 J � 1 1 City/Zip 1 If in Subdivision provide information,as follows: Cf Name: 1 1 Section: Lot #: 1 1 1 This is to certify that the information provided is correct to the best of my knowledge.I understand that any permit(s)issued hereafter are subject to suspension or revocation,if the site plans or intended use change,or if the information submitted in this application is falsified or changed.I,also,understand that I am responsible for all charges incurred from this application.I,hereby,give consent to the Authorized Represent tive of the Davie County Health Department to enter upon above described property located in Davie County and owned by to conduct all testing procedures as necessary to determine the site suitability. DATE SIGNATURE (10,kA Revised DCHD(06-96) tl DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section Soil/Site Evaluation NAME l lil'i't(�/G DATE EVALUATED ADDRESS PROPERTY SIZE 't�c PROPOSED FACIILTY LOCATION OF SITE Water Supply: On-Site Well _ Community Public Evaluation By: Auger Boring Pit Cut FACTORS 1 2 3 4 Landscape position .LL Slope HORIZON I DEPTH Texture group Consistence Structure Mineralogy HORIZON II DEPTH J 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: EVALUATED BY: LONG-TERM ACCEPTANCE RATE: OTHER(S) PRESENT: REMARKS: 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 ;lay loam, SIL-Silty loam CL-Clay loam SCL-Sandy clay loam SC-Sandy clay SIC-Silty clay C-Clay CONSISTENCE Moist VFR-V+--.-y 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 ,3C--Single grain M-Massive CR-Crumb GR-Granular ABK-Angular blocky SBK-Subangular blocky PL-Platy PR-Prismatic Mineraloizy 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(01-901 .................................................................. .................................................................. .......................................... ...................... ................................................... .............. ........................... ................... .... ............. 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E: 1561320.161 N _ GfOR�OL SITE 9 f - GEORGE"NEs RD RD Y.9, N 35'16'23"E IRON PLACED WILLIAMS RD 100.54'CHORD S 86'22'21"E 1369.25' 681.18' RADIUS / IRON PLACED LOCATION MAP 267.3p. N 78-58..36"w 8o5g 6.7369 ACRES O ,� HFp 36,WRON PLACED �I GO N 86°22'21"W 960.96. 6p R ROPO IRON FOUND - CORNATZE sR 605 WILLIAM A. & wife, ROBERT L. & wife, . a AGNES W. CAUDLEMARGARET L. DB 105 PG 625 DB 65 PG 493 LLIS `O 3 DB 46 PG 325 W v DB 50 PG 599 _ V, O 0 V, v O Z O N O X Z 1 S 89-53'41"E _ D IRON FOUND a 355:70' AXLE 0 N 89'53'40"W (TIE) 00 200.00' C4 STEWART W. & wife, 200 0 200 400 600 LUVADA B. HOWELL DB 155 PG 568 ' GRAPHIC SCALE — FEET MAP WILLIAM A. & wife, AGNES W. CAUDLE I•JOHN RICHARD HOWARD certify that �,.�+" '''�oFOR this map was drawn from an actual pQPtN CARO(/ti SCALE , .� TOWNSHIP COUNTY STATE field survey under my direction and G�9T 9 DATE, s .1" 200' FULTON DAVIE N. C. 5-29-95 supervision, that the ratio of t`'•; precision is 1 SEAL r •f L-2890 : •,y'G 'SU S PQM R 1CHARD HOWARD JOB NO. , REGISTERED LAND SURVEYOR L-2890 ''., CNARDN ,�° SURVEYING 95056 •_'•,a„�,..,,,••`` P.O. BOX 276 ADVANCE, N.C. (9 10) 998-5396