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157 Deadmon Rd (2) Davie Gounty, NC Tax Parcel Report -�'� Monday, September 26, 2016 125 ,1573tw.^ y 134 1585-.._.,. rY'` �''�� i ti 157 127 01II 133 t 1605,1( __ 138 ` ?e _.... 148_ 4 � �. `�-... ,_ ._185 - -- 1615 154 i 19 , 201 ---207 ;28 136 WARNING: THIS IS NOT A SURVEY 1. ParcelInformation .._. _.. « Parcel Number: K50000001401 Township: Mocksville NCPIN Number: 5747126616 Municipality: Account Number: 8305042 Census Tract: 37059-805 Listed Owner 1: HINSDALE GARY Voting Precinct: SOUTH MOCKSVILLE Mailing Address 1: 157 DEADMON ROAD Planning Jurisdiction: Davie County City: MOCKSVILLE Zoning Class: DAVIE COUNTY R-A,R-20,H-B State: NC Zoning Overlay: Zip Code: 27028 Voluntary Ag.District: No Legal Description: 3.51 AC DEDMON RD Fire Response District: JERUSALEM,MOCKSVILLE Assessed Acreage: 3.50 Elementary School Zone: CORNATZER,MOCKSVILLE Deed Date: 5/2015 Middle School Zone: SOUTH DAVIE,WILLIAM ELLIS Deed Book/Page: 009890953 Soil Types: GnB2,PcC2 Plat Book: Flood Zone: Plat Page: Watershed Overlay: DAVIE COUNTY Building Value: 139450.00 Outbuilding&Extra 0.00 Freatures Value: Land Value: 34540.00 Total Market Value: 173990.00 Total Assessed Value: 173990.00 161 AlldataIsprovided as Is without warranty or guarantee of any kind either expressed or implied Including but not limited to theDavie County, implied warranties of merchantability or fitness for a particular use.All users of Davie county's GIS website shall hold harmlss the County of Davie,North Carolina,Its agents,consultants,contractors or employees from any and all claims or causes of action due to NC or arising out of the use or Inability to use the GIS data provided by this website. ! �...,. s. • /' I ,;'sem.. ��p . . -..C�o►Tvkb QAVIE COUNTY HEALTH DEPARTMENT IMPROVEMENTS PERMIT AND CERTIFICATE OF COMPLETION - r NOTE:ItSued in Compliance With�Article I I of G.S.Chapterh 30a r ' Sanitary Sewage Systems ' . GPermit Number . Name 4v �, 1� . o _ Date I-�5 1 N27444 Location e Subdivision Name Lot No. Sec. or Block No. Lot Size House Mobile Home _T Business —_ Industry No. Bedrooms a.No. Baths `No. in Family — Public Assembly Other Garbage Disposal YES Cl]' NO ❑ Specifications for System Auto Dish Washer YES.[�, NO ❑ J b o o �, " Auto Wash Ma thine YES Q:% NO ❑ Type Water Supply o v _�.�, Ll ou --- *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. 11Q „ 5 i - r . t i�lmprovements 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 �h �l%t/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 satisfactorily for any given period of time. ' APPLICATION FOR SITE EVALUATION/IMPROVEMENTS PERMIT �o �// Davie County Health Department R�C E 0 'N/ Environmental Health Section P. O. Box 665 FEB 2 2 1994 Mocksville, NC 27028 / --------------- 1. Application/Permit Requested By '� ""' off- kn� !4_ Mailing Address z6 1' 13� �� Home Phone7W G 7�/- ALYG G y1/t,,x& S U�ZL C /VC .2-7ppa .2 L2 Business Phone 2. Name on Permit if Different than Above 3. Application for: ❑General Evaluation X.Septic Tank Installation Permit 4. System to Serve: House ❑ Mobile Home ❑ Place of Public Assembly ❑ Business ❑ Industry ❑ Other ❑ Unknown 5. If house, mobile home: Subdivision bxtl f &�ivvfM Section Lot # ❑ Basement/Plumbing No.of People ��� � �^ k Basement/No Plumbing No. of Bedrooms t;r Washing Machine No. of Bathrooms Dishwasher Dwelling Dimensions r7e SE-7— 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: , (Public ❑ Private ❑ Community 8. Property Dimensions 3.0yy 4C C. Sewage Disposal Contractor 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: /e6),1A MOT-k S v r-1 G � � /V� This is to certify that the information provided is correct to the best of owledge,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. {� 2. 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 of the D'vie oun Heald,Department to enter upon above described property located in Davie County and owned by yT 2 L�2 to conduct all testing procedures as necessary to determine said site's suitability for a ground absorption sewage treatment and disposal system. DATE SIGNATURE DCHD(1JR 4 601 SW Comer orTIE LIN Abner R. Steele E D.B. 108 Pg. 3 99 78— 23�-_ ___ S 210.73' — — _ �Ste�b Property 11es x Deadmm Rd. 1801 VICINITY MAP ('not to scale) n Abner R. Steele 3 D.B. 133 Pg. 844 ul m Tract IV N M I K (new 2 ac. tract) n 5 y� N i a N o V' N Abner R. Steele ry D.B. 133 Pg. 844 � / x 3. 000 ac. Tract v A division of D.B. 133 Pg. 844 Tract IV & V I hb I � 150'27' TIE LINE — N 88'-43'-35' Wse.7o'— T — — — — — — \ I R H I ee (h I Abner R. Steele %Oavv� I D.B. 133 Pg. 844 \\\ \ \ 3 Tract VI �1Y D \yi'+e ape \ ,�O• \ I e a Haire y� C D.B D.B. 35 Pg.Pg. 290 O \ m QOM ry R \ \ N 0 LEGEND �.q t • Iron Found (Spikes or nails in pavement) 0 Iron Set (Spikes or nails In pavement) + a Point Calculated NQSRO Riw Right of Way �. 60 0 60 120 1111uu11j11rr 1'=60' `Svx CAjiol,,, 82.81' scale feet �p r!°G1ST RgO�S9 \ N 85'-53'-15' Wim_ -- — — -- — — C o SEAL = ��� `_� _ --�--. SURVEY FOR: L-2867 4 �- ABNER R. STEELE & Wf. JIMMIE LOU STEELE ice', 9D'^C. �p '` -- ----- SCALE: 1"=60' oRAwr� er,. DAC h PWC rA 2-18-94 111u�r`,``•� p1ECKE0 BY: DHC DATE: Line Bearing Distance MOCKSVILLE TWSP., DAVIE CO. N.C. I certify that this plot was drawn from a field survey, and L1 N 62'-43'-15' W 23.53' that the ratio of precision is 1:10,000+. TAX MAP #K-5 PARCEL #14 L-2857 Curve Radius Chord Bearing and Distance Arc Length Tangent Delta DAVIDSON SURVEYING k YAPPING DRAWING NUMBER: RT. 18, 80% 1617 Registered Land Surveyor Reg. no. C1 1105.00' N 65'-38'-20' W 229.74' 230.16' 115.50' 11-56-03 Lex9+GTON, N.C. 27292 PH. Tat 757-4929 92-0951 r DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section c Soil/Site Evaluation NAME N;� DATE EVALUATED ADDRESS •S m PROPERTY SIZE ��' PROPOSED FACIILTY S e LOCATION OF SITE Water Supply: On-Site Well Community Public Evaluation By:CEL Auger Boring Pit Cut FACTORS 1 2 3 4 Landscape position S S -5 --5 Sloe R -1 5' - 1 g' I T. T' 1s HORIZON I DEPTH " 11 J91) 4f Texture group C' L C L C L. Consistence F Z FZ Structure V Mineralogy HORIZON II DEPTH 36 3a'' �a Texture groupC Consistence Structure k Mineralogy HORIZON III DEPTH Texture group Consistence Structure Mineralogy HORIZON IV DEPTH Texture group Consistence Structure Mineralogy SOIL WETNESS S <SS RESTRICTIVE HORIZON SAPROLITE — — CLASSIFICATION S. . S LONG-TERM ACCEPTANCE RATE , SITE CLASSIFICATION: R,5 EVALUATED BY: LONG-TERM ACCEPTANCE RATE: 4 pp OTHER(S) PRESENT: REMARKS: l,`� c..stcc� ► -A- 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 ;3C-Single grain M-Massive CR-Crumb GR-Granular ABK-Angular blocky SBK-Subangular blocky PL-Platy PR-Prismatic Mineralogy 1:1. 2:1. 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