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212 Fox Run Drive Lot 13Davie County, NC Tax Parcel Report Thursday, December 29, 2016 WARMING: '11115 1S NUT A SURVEY _ Parcel Information Parcel Number: E611OA0013 Township: Farmington NCPIN Number: 5851740040 Municipality: Account Number: 52513620 Census Tract: 37059-802 Listed Owner 1: MURRAY SHARON D Voting Precinct: SMITH GROVE Mailing Address 1: 212 FOX RUN DRIVE Planning Jurisdiction: Davie County City: MOCKSVILLE Zoning Class: DAVIE COUNTY R-20 State: NC Zoning Overlay: DAVIE COUNTY QD Zip Code: 27028-9502 Voluntary Ag. District: No Legal Description: LOT 13 FOX RUN Fire Response District: SMITH GROVE Assessed Acreage: 0.95 Elementary School Zone: PINEBROOK Deed Date: 4/2000 Middle School Zone: NORTH DAVIE Deed Book / Page: 003320702 Soil Types: EnC Plat Book: 0005 Flood Zone: Plat Page: 182 Watershed Overlay: DAVIE COUNTY Building Value: Outbuilding & Extra Freatures Value: Land Value: Total Market Value: Total Assessed Value: Fo-- �7 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 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 l� C or arising out of the use or Inability to use the GIS data provided by this website. O I DAVIE COUNTY HEALTH DEPARTMENT IMPROVEMENTS PERMIT AND . CERTIFICATE OF COMPLETION *NOTE:'Issued in Compliance With Article II of G.S. Chapter 130a Sanitary Sewage Systems = i Permit Number -q _ / Name 4.-ll�� J� f��X��C` �,�� ,.�. � Date � N 0— _. Location�if r"l/,i%�✓ �'' `� U Subdivision Name / .%V L��z' Lot No. Sec. or Block No. Lot Size House — Mobile Home _— Business Speculation No. Bedrooms No. Baths,—s,_ No. in Family15L-- Garbage Disposal YES ❑ NO 2- Specifications for System: Auto Dish Washer YES 4 NO ❑ Auto Wash Ma:hine YES [Cj NO ❑ 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. /v- 0�,. 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. or 1:00-1:30 P.M. on day of completion. Telephone Number 704-634-5985. Final Installation Diagram System Installed by. /mit n I• �? ,� P 4,d Ido' ------ S� �/L Ac PA' I A)a r 0) dS Certificate of Completion Date - ! / �> �✓ *The signing of this certificate shall indicate that the system described above has been installed in compliance with the standards set forth in the above regulation, but shall in NO way be taken as a guarantee that the system will function —1 satisfactorily for any given period of time. ' DAVIE COUNTY ` HEALTH DEPARTMENT Environmental Health Section Soil/Site" Evaluation NAME ADDRESS PROPOSED FACIILTY DATE EVALUATED PROPERTY SIZE 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 /d Texture grou t L C L Consistence Structure Mineralogy HORIZON II DEPTH Texture groupL C Consistence S Structure Mineralogy HORIZON III DEPTH Texture group Consistence Structure Mineralogy HORIZON IV DEPTH Texture group Consistence Structure VV Mineralogy SOIL WETNESS RESTRICTIVE HORIZON SAPROLITE CLASSIFICATION LONG-TERM ACCEPTANCE RATE SITE CLASSIFICATION: EVALUATED BY: /S U/r/-e 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 clay loam, SIL -Silty loam CL -Clay loam SCL-Sandy clay loam SC -Sandy clay SIC -Silty clay C -Clay 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 APPLICATION FOR SITE EVALUATION/IMPROVEMENTS1 PERMIT �.. (� Davie County Health Department + ?'"': Environmental Health Section' •yam'' ' v P. O. Box 665 i t Mocksville, NC 27028 I— �k 0�R y C s c )P 1. Application/Permit Requested By E1 w Mailing Address 1� . U • o `f `A KJ ,& t, C. J I? oa Home Phone Business Phone 9 ��` 1n g 3 - (4 3 2. Name on Permit if Different than Above 3. Application/Permit for: ❑ General Evaluation IFS Septic Tank Installation 4. System to Serve: House ❑ Mobile Home ❑ Place of Public Assembly ❑ Business ❑ Industry ❑ Other ❑ Unknown 5. If house, mobile home: Subdivision _ o k u v- Section k Lot # ❑ Basement/Plumbing No. of People 4 ❑❑/Basement/No Plumbing No. of Bedrooms 3 Ld W ing Machine No. of Bathrooms �, Dishwasher Dwelling Dimensions k ❑ 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: IYJ Puplicc ❑ Private ❑ Community 8. Property Dimensions Psi+ 161 Kea, � 5�, S. b � � oewage Disposal Contractor �� y`��} S�- 9. Do you anticipate additions/expansion of the facility this sytem is intended to serve? ❑ Yes [-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: a B Q e 5c of o `t— � C cn � �. �. 5 4 c. L a �- c,J Q.. •. c� c, � t` � � 't' 5 This is to certify that the information provided is correct to the best of my knowledge, and I understand I am responsible for all charges incurred from this application. -s q,� — L �) DATE SIGNATURE CONSENT FOR SITE EVA UATION TO BE DONE ON ABOVE DESCRIBED PROPERTY MUST CHECK ONE: U 1. 1 OWN the property. ❑ 2. 1 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 representativ of the Davie Qounty Health Department to enter upon above described property located in Davie County and owned by N to conduct all testing procedures as necessary to determine said site's suitabilityfor a ground absorption sewage treatment and disposal system. - S 91 DATE ATURE << DCHD (12-90) DAVIE COUNTY. HEALTH ' DEPARTMENT Environmental llealth Section Soil/Site , Evaluation NAME ADDRESS PROPOSED FACIILTY Water Supply: On -Site Well PATE EVALUATED _/� Q2 PROPERTY SIZE LOCATION OF SITE Community Public t� Evaluation By: Auger Boring Pit _,-1 Cut FACTORS 1 2 3 4 Landscape positionSlope % -- -2— HORIZON I DEPTH HORIZON Texture group Consistence Structure Mineralogy HORIZON II DEPTH " �� • per• Texture group ' CC Consistence r � ,- Structure An I Mineralogy 'Y 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: 4 : -5, LONG-TERM ACCEPTANCE RATE: REMARKS: DCHD(01-901 EVALUATED 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 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 ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■M■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■