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247 Deacon Way Lot 13 Davie County,NC I Tax Parcel Report Monday, December 19, 2016 246 16 265 226 395 1. 259 2.01 C f 247 2 39'/ I If f( 217 f, 193 WARNING: THIS IS NOT A SURVEY Parcel Information Parcel Number: K503OA0013 Township: Mocksville NCPIN Number: 5747563004 Municipality: Account Number: 28378000 Census Tract: 37059-805 Listed Owner 1: GADDY TOMMY RAY Voting Precinct: SOUTH MOCKSVILLE Mailing Address 1: 247 DEACON WAY Planning Jurisdiction: , Davie County City: MOCKSVILLE Zoning Class: DAVIE COUNTY R-A State: NC Zoning Overlay: Zip Code: 27028-5182 Voluntary Ag.District: No Legal Description: LOT 13 DEACONS RIDGE Fire Response District: JERUSALEM Assessed Acreage: 3.21 Elementary School Zone: CORNATZER Deed Date: 4/2003 Middle School Zone: WILLIAM ELLIS Deed Book I Page: 004750459 Soil Types: CeB2,MsD Plat Book: 0006 Flood Zone: Plat Page: 061 Watershed Overlay: DAVIE COUNTY Building Value: Outbuilding&Extra Freatures Value: Land Value: Total Market Value: Total Assessed Value: All data Is provided as Is without warranty or guarantee of any Idnd either expressed or Implied Including but not limited to the Davie County, Implied warranties of merchantability or fitness for a particular use.All users of Davie County's GIS website Mall 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 101 NC or arising out of the use or Inability to use the GIS data provided by this websIte. DAVIE COUNTY HEALTH DEPARTMENT oG 1. IMPROVEMENTS PERMIT AND. CERTIFICATE OF COMPLETION *NOTE:Issued in Compliance With Article 11 of G.S.Chapter 130a Sanitary Sewage Systems I Permit Number Name— sf n i r. G�d�S�S��Date N2 7511 Location 7L.,1-1n--1,,5e,- �i< ,✓ l c✓�r�/�r>»i✓ �� — Subdivision Name&696; Lot No. /P Sec. or Block No. Lot Size House L_ Mobile Home _ Business -- Industry No. Bedrooms No. Baths _ — No. in Family _ Public Assembly Other Garbage Disposal YES ❑ NO 0-- Specifications for System: Auto Dish Washer YES NO ❑ Auto Wash Ma^hine YES NO ❑ �y Type Water Supply *This permit Void if sewage system described below is not installed within 5 years from date of issue. This permit is subject to revocation if site plans or the intended use change. r Improvements permit by *Contact a representative of the Davie County Health Department for final inspection of this system between 8:30-9:30 A.M., 1:00-1:30 P.M.or 4:30-5:00 P.M.on day of completion.Telephone Number:704-634-5985. Final Installation Diagram: System Installed by t _ 4Co. `Certifica Dat'Thesigning of this certificate shall indicate thatbed above has been installed in compliance with the standards set forth in the above regulation, bue taken as a guarantee that the system will function satisfactorily for any given period of time. APPLICATION FOR SITE EVALUATION/IMPROVEMENTS PERMIT Davie County Health Department Environmental Health Section P. O. Box 665 Mocksville, NC 27028 t r 1. Application/Permit RegVested By Mailing Address�- Home Phone Business Phone T 2. Name on Permit if Different than Above a k asses 3. Application for: ❑General Evaluation Septic Tank Installation Permit 4. System to Serve: O House ❑ Mobile Home ❑ Place of Public Assembly ❑ Business ❑ Industry ❑ Othe ❑ Unknown 5. If house, mobile home: Subdivision 1: Section Lot # ❑ Basement/Plumbing No. of People 3 ❑ Basement/No Plumbing No. of Bedrooms Washing Machine No. of Bathrooms f8 Dishwasher Dwelling Dimensions 3 / 7 U ❑ Garbage Disposal 6. If business, industry, place of public assembly, other: Specify type No. of People Served No. of Sinks No. of Commodes No. of Urinals No. of Lavatories No. of Water Coolers No. of Showers Water Usage Figures 7. Type of water supply: 0/Public ❑ Private ❑ Community 8. Property Dimensions Sewage Disposal Contractor _/ 9. Do you anticipate additions/expansion of the facility this sytem is intended to serve? ❑ Yes LTJ No If yes, what type? 'NOTE: Improvements Permits shall be valid for a period of 5 years from date issued. Improvements Permits are subject to revocation, if site plans or the intended use change. Effective October 1, 1989. Directions to Property: 6,-) � 5- �X � -- - 02aCG � U` ( 0 /0 This is to certify that the information provided is correct tothe est of my knowledge, and I understand I am responsible for all charges incurred from this application. DATE SIGNATURE CONSENT FOR SITE EVALUATION TO BE DONE ON ABOVE DESCRIBED PROPERTY MUST CHECK ONE: ❑ 1. I OWN the property. I DO NOT OWN the property. If you checked Box#2, the rest of this form MUST be completed by the owner or a person authorized by the owner: I hereby give consent to the authorized representative oft avis C,punealth De ment to enter upon above described property located in Davie County and owned by a4 to conduct all testing procedures as necessary to deter ine said site's s itability fo a gr( absorption sewage treatment and disposal system. DATE SIGNATURE DCHD(1/93) s DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section Soil/Site Evaluation NAME S/i %'Y_'r'o DATE EVALUATED 7F ADDRESS PROPERTY SIZE raC PROPOSED FACIILTY �b� LOCATION OF SITE Water Supply: On-Site Well Community Public Evaluation By: Auger Boring Pit Cut FACTORS 1 2 3 4 Landscape position Slope % HORIZON I DEPTH Texture group Consistence Structure Mineralogy HORIZON II DEPTH Texture group9 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 R TE: ° OTHER(S) PRESENT: REMARKS: �� ` ` - r�11� oor 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) I�[ LTAR - Long-term acceptance rate - gal/day/ft2 DCHD(01-901 - DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section Soil/Site Evaluation NAME DATE EVALUATED ADDRESS PROPERTY SIZE ��� PROPOSED FACIILTY ��z LOCATION OF SITE Water Supply: On-Site Well Community Public l� Evaluation By: Auger Boring .,/' Pit [/ Cut FACTORS 1 2 3 4 Landscape position Sloe % .2 HORIZON I DEPTH Texture group sll.L r L Consistence Structure Mineralogy HORIZON II DEPTH •�/ s/ �f �i�r �t Texture group Consistence i Structure S e SGl 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 ,�(r SITE CLASSIFICATION: �J EVALUATED BY: //"/Z 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-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(01-901 ■■■■.■■■■■.■/■.■■■■/■MIME.■■/..■■ ■.......■.■■■■/./■■■■■■■/■■//'�/■ .......................................... ...................... ................................ ................................ ........................... .............................■...■.■.. iiiiiiiiiiiiiiiii�■iiiiiiiiiiiiiiiiiiiiiiMiiis�i■iiiiii�iiiiiiMeii ■■■■■.■■■■■■■■■■■■MM..■.■■■■■■■.■■■■■■■■■�■■■■■■�■■■■■■■■■■■■■NM■■ ■■.■■■.N■M■■■■■..M.M■■■■■■■■■■■�■■■■■.M■■=M.MEHM..■■■■■.M.■ ■.■ ■.■..■■...■■..■■■....N.MMM.....■■■NMM..M■■EMMn■■■.=tMMIM■M....M= ................................................. ................ ..................................het.....�...►...■.... ............. 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