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145 Eastridge Court Lot 6 Davie County,NC Tax Parcel Report Tuesday, December 20, 2016 116 318 k 301 '� 334 147 is 15 15 53 - 145 153 333 f `'355 146 361 152!9 '1131 19 209 1509 134 142 WARNING: THIS IS NOT A SURVEY Parcel Information Parcel Number: E8110D0006 Township: Shady Grove NCPIN Number: 5881142356 Municipality: Account Number: 82519920 Census Tract: 37059-803 Listed Owner 1: SEAGLE JEFFREY W Voting Precinct: EAST SHADY GROVE Mailing Address 1: 145 EASTRIDGE COURT Planning Jurisdiction: Davie County City: ADVANCE Zoning Class: DAVIE COUNTY R-20 State: NC Zoning Overlay: Zip Code: 27006-0000 Voluntary Ag.District: No Legal Description: LOT 6 EASTRIDGE Fire Response District: ADVANCE Assessed Acreage: 1.74 Elementary School Zone: SHADY GROVE Deed Date: 12/2002 Middle School Zone: WILLIAM ELLIS Deed Book I Page: 004550980 Soil Types: Gn132,GnC2 Plat Book: 0005 Flood Zone: Plat Page: 220 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 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 NC or arising out of the use or Inability to use the GIS data provided by this website. > � Tw DAVIE COUNTY HEALTH DEPARTMENT a IMPROVEMENTS PERMIT AND CERTIFICATE OF COMPLETION" NOTE:Issued in Compliance With Article I I of G.S.Chapter 130a Sanitary Sewage Systems Permit Number � � /� ' ��1. de �/ N2 7549- - Name/,�,�,/r/C 1�//�6Ur�f�' � � Date � ' Location Subdivision Nam e -ri' f' J Lot No. Sec. or Block No. Lot Size /`�� House �-J' Mobile Home , Business __ Industry No. Bedrooms _.No. Baths No. in Family _ Public Assembly Other Garbage Disposal YES NO ❑ Specifications for System: r' Auto Dish Washer YES NO ❑ ��D� . Auto Wash Ma^hine YES 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. Improvements permit by - �11 "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. C Final Installation Diagram: System Installed by S s c c� U V So z 3� Certificate of C Dai6 "The signing of this certificate shall indicate that the system described above hes>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.,,;, �' 1 APPLICATION FOR SITE EVALUATION/IMPROVEMENTS PERMIT Davie County Health Department Environmental Health Section P. O. Box 665 Mocksville, NC 27028 VP Yd 1. Application/Permit Requested By Mailing Address 3 O Home Phone eG Business Phone '—©-7e 610 2. Name on Permit if Different than Above 3. Application for: ❑General Evaluation P-6ptic Tank Installation Permit 4. System to Serve: Ouse ❑ Mobile Home ❑ Place of Public Assembly ❑ Business ❑ Industry ❑ Other ❑ Unknown 5. If house, mobile home: Subdivision � Section Lot # U ❑ Basement/Plumbing No. of People 7 ❑ Basement/No Plumbing No. of Bedrooms !�Z ❑ Washing Machine No. of Bathrooms �_� ❑ Dishwasher Dwelling Dimensions ❑ 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: P-15ubIic ❑ Private ❑ Community 8. Property Dimensions ./, S- lyrres 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: �r��✓ .SGj✓�ic /��� �o �G 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 7aplication. DA E SIGNATURE FtaonCONSENT FOR SITE EVALUATION TO BE DONE ON ABOVE DESCRIBED PROPERTY d ECK ONE: ❑ 1. 1 OWN the property. ❑ 2. 1 DO NOT OWN the property. ked Box#2,the rest of this form MUS be completed by the owner or a person authorized by the owner: ve consent to the authorized representative of the Davie County Health Department to enter upon above described cated in Davie County and owned by all testing procedures as necessary to determine said site's suitability for a ground absorption sewage treatment al system. DATE SIGNATURE DCHD'0193) '. . DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section Soil/Site Evaluation NAME . GtJ�/-f DATE EVALUATED ADDRESS PROPERTY SIZE PROPOSED FACIILTY LOCATION OF SITE Water Supply: On-Site Well Community Public Evaluation By: Auger Boring Pit Cut FACTORS 1 2 3 4 Landscape positionSlope Z HORIZON I DEPTH Texture group Consistence Structure Mineralogy HORIZON II DEPTH e Texture groupL G 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 I P73 77 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 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(01-901 ■■.■.■..■\\■..■■..■■.■■.■■■\.■■//■■.\.\■■■■■■■.■..■■■■■■■■■■■■■.fi ■■■■■■■■■■■■■■■\■■■■■■■■■■■■mm■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\/■ ■■■■..■.■...■.■■..■■..■.■.■■■■■■ /■■■■■■\.■\.../\■/■..■■/■■■■A■■A ...........................C■.......■■\.\\\\■\■ .... ........■.\.. ................................■........�MEMO.. . \..YA..A.■■M.■ ................................................�.�..�.�..�.■......... ■..■■■■■■...■..■......m...■\■■.■.. ■...■...■....■��.�..■..■....� ■....■■■■.■■■■.■■■■■■■■....■■.■■■■■■\\■■...\...\..\. ■..\.\\■■_.m. no ■■\■■■■■■/■■\//■■■■■■■■■/■■■\■■■ ■■■■\\■.. ■.■M....■......■.....■ :::::::::::::::::::::::::::::C:::::C:::::m: mm:o :CC:: �MMIM:M .■.■■.■■..■..\.....\...■..■■■■■_■N!..m::.ir\.../■..■...■\\■ ■■..t./■ ...■.■.■■..■...■..■■■/...\.memamm.......`..MMM _MM.M..M■M ...■EEMM \\..A■..■m.■■.■..■■■■■i..m/%\.\■..■.■■...■....A.�AA.....AA mmMMMM.. ■.■■..■.■..■.■■....■\.■u■.■■.■■....■■■.m■■...m.m..A.mmm■m .mmmmmm ■■■\....■..■■.■...■■...il.\\....\m./.......m\.//� .� gym./�Y\t/\/M�i ..■...■m.■........■■■■■ilm.■.....i.m.u.mmomm..mm MIEN ME.����...��� ■■■■.■...■.■■■■..■■■■.■ilm....■.■ ..m.. ■ m.m.mimm.mmm..mmm.m.o■mm ■.\...■.■■...\■...■■\■\li■■..■■........�i.m.m..�..PMMMMMMMmMMMmMmMM MMMMMMWiMMMMMMUMMMMMNI mmmimmummmmmw MMMMMMMIMMO. i mmmmmm- rte--■...■...■.\.......■■■■■mi■.■.......■■■.M.mm.mmmomM MM....MMMM.mmM ■.\.■..........■....■■■li.■...■....m■.mrm__— �� ���..� ■►�.�►..AA ■■..\■.■......\■...■.■\li.■■.....\.00..� �.. m - -l- MMMMM�im.mm.�■.m ■.■■.■..■.■.■.....■■...l1..■Y...■...A.. 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Box 665 Mocksville, N.C. 27028 SOIL/SITE EVALUATION C Name - Date Address Lot Size � 7 GIJK� FACTORS AREA 1 AREA 2 AREA 3 AREA 4 1) Topography/Landscape Position S S � PSj PS PS PS �-� U U 2) Soil Texture (12-36 in.) Sandy, S S S Loamy, Clayey, (note 2:1 Clay) (2� �t) PS PS U U U U 3) Soil Structure (12-36 in.) � S S Clayey Soils (z__3' PS PS U U U U 4) Soil Depth (inches) S S p PS PS PS U U U 5) Soil Drainage: Internal S S pS PS PS PS U U U External � S S pS ` b PS PS U U U 6) Restrictive Horizons 7) Available Space S S S PS PS PS PS U U U U 8) Other (Specify) S S S S PS PS PS PS U U U U 9) Site Classification S �S U—UNSUITABLE S—SUITABLE PS—Provisionally Suitable Recommendations/Comments: ®* Piz Described by Date - $� SITE DIAGRAM 60) X ) DCHD(6-82) _