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250 Nebbs Trail Lot 9CDav !016 Total Assessed Value: 41760.00 9Nvq All data is provided as Is v thoutvmramy or guarantee of any kind either expressed or Implied Including tam not limited to Ne Davie County, Implied morardlee of merchantability orgmess fora parthadarusa. Ali users of Davie County's GIs webske shall hold harmless the County ofDavle, Norm Carolina, Its agents, consultants, contractors or employees from any and all claims or causes of action due to 00C144 NC or arising out ofthe use or Inability to use the GIS data provided by this website. WARNING: THIS IS NOT A SURVEY 41. Parcel Information Parcel Number: G3060D000903 Township: Mocksville NCPIN Number: 5820108141 Municipality: Account Number. - 82529935 Census Tract: 37059.806 Listed Owner 1: VAUGHN CHARLES J Voting Precinct: NORTH MOCKSVILLE COUNTY Mailing Address 1: 250 NEBBS TRAIL Planning Jurisdiction: Davie County City: MOCKSVILLE Zoning Class: DAVIE COUNTY R -A State: NC Zoning Overlay: Zip Code: 27028-0000 Voluntary Ag. District: No Legal Description: TRACT 9C BROOK COVE Fire Response District: CENTER,WILLIAM R. DAVIE Assessed Acreage: 5.68 Elementary School Zone: WILLIAM R DAVIE Deed Date: 2/2015 Middle School Zone: NORTH DAVIE Deed Book/Page: 009800739 Soil Types: PaD,PCC2,ChA CeB2 Plat Book: 0007 Flood Zone: Plat Page: 196 Watershed Overlay: DAVIE COUNTY Building Value: 0.00 Outbuilding & Extra Freatures Value: 0.00 Land Value: 41760.00 Total Market Value: 41760.00 Total Assessed Value: 41760.00 9Nvq All data is provided as Is v thoutvmramy or guarantee of any kind either expressed or Implied Including tam not limited to Ne Davie County, Implied morardlee of merchantability orgmess fora parthadarusa. Ali users of Davie County's GIs webske shall hold harmless the County ofDavle, Norm Carolina, Its agents, consultants, contractors or employees from any and all claims or causes of action due to 00C144 NC or arising out ofthe use or Inability to use the GIS data provided by this website. • II DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section P. O. Box 848/210 Hospital Street Mocksville, NC 27028 (336)751-8760 IMPROVEMENT/OPERATION PERMIT Account #: 990001922 Tax PIN/EH #: 5729-19-6853.9c Billed To: Chris Miller Subdivision Info: Brook Cove III Lot # 9C Reference Name: Location/Address: Nebbs Trail -27028 Proposed Facility: Residence Property Side,: '5.64 acres ATC Number: 2970 **NOTE** This Improvement/Operation Permit DOES NOT authorize the constructioi system. An AUTHORIZATION FOR WASTEWATER SYSTEM CONSTF Department prior to the construction/installation of a system or the issuance Article 11 of G.S. Chapter 130A, Wastewater Systems, Section .1900 Sewaj PERMIT IS SUBJECT TO REVOCATION IF SITE PLANS OR THE WASTEWATER SYSTEM CONTRACTOR M] 1 TRACTOR MUST SEE THIS PER Residential Specification: Building Type HOOZ�& #People 4— Dishwasher: Garbage Disposal: 2�/ Washing Machine: G7i' Basement w/F Commercial Specification: Facility Type #People #People/Shift SC��I W4r Lot Size ype Water Supply161--L—L-Design Wastewater Flow (GF System Specifications: Tank Size bwGAL. Pump Tank GAL. Trench Wid I Other: �1JTQ t Z7lTi i or.9 `iS Required Site Modifications/Conditions: to'a�IAAL,I, c) J CscTTODKtj IMPROVEMENT/OPERATION PERMIT LAYOUT - APPROVED EFFLUENT: FINISHEDGRADE. ****NOTICE: Contact a representative of the DavieCemvii system between 8:30 a.m. to 9:30 a.m. or 1:00 p.m. to 1:30 p.m.-en-ffte day of installatii / _��mu � «� )f a septic tank system or any wastewater TCTION must be obtained from this f a building permit (in compliance with Treatment and Disposal Systems). THIS ITENDED USE CHANGE. YOUR BEFORE INSTALLING SYSTEM. edrooms 4 #Baths 2 ❑ Basement/No Plumbing: ❑ #ElSeats Industrial Waste: YVC Site: New Repair ❑ Rock Depth /Z Linear Ft. 0 IC& ceo , W-10' ,TEI -RISER(S) IF 6 " BELOW h Department for final inspection of this Telephone # is (336)751-8760.**** .�t & I st ow - t �& OFP I 5 0 E © I � \ Environme`�Leal Specialist's Signature: b' Date: Y f DCB 5/99 (Revised) y DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section P. O. Boz 848/210 Hospital Street Mocksville, NC 27028 (336)751-8760 Account #: 990001922 Tax PIN/E# : 5729-19-6853.9c Billed To: Chris Miller Subdivision I I I o: Brook Cove III Lot # 9C Reference Name: Location/Add r � is: Nebbs Trail -27028 3roposed Facility: Residence Property Si e: 5.64 acres ATC Number: 2970 AUTHORIZATION FOR WASTEWATER SYSTEI' CONSTRUCTION III **NOTE** This Authorization for Wastewater System Construction MUST BE ISSI ED by the Davie County Environmental Health Section prior to issuance of any building permit(s). This Form/At thorization Number should be presented to the Davie County Building Inspections Office when applying for buildin permit(s) (in compliance with Article 11 of G.S. Chapter 130A, Wastewater Systems, Section .1900 Sewage Treatm and Disposal Systems). THIS AUTHORIZATION FOR WASTE ST TIO S VA I �OR A PERIOD OF FIVE YEARS. Environmental Health Specialist's Signature. I ate: CERTIFICATE OF COMPLETI **NOTE** The issuance of this Certificate or Completion shall indicate the system d cribed on Improvement/Operation Permit has been installed in compliance with Article 11 of G.S. Chapter 130A, S ion .1900 "Sewage Treatment and Disposal Systems," but shall in NOWAY be taken as a guarantee that thlystem will function satisfactorily for any given period of time. Septic System Installed By: Environmental Health Specialist's Signature I DCHD 05/99 (Revised) Date: APPLICATION FOR SITE EVALUAi10N/IMPROVEMENTJPERMrF,Davie County Health DepartmentEnWionmenb/ Health Setion P.O. Box 848/210 Hospital Stre200 Mockaville, NC 27028(336)751-8760ENVIRONMENTAL HEALTH ***IMPORTANT*** THIS APPLICATION CANNOT ffi DAVIECOUN. INFORMATION IS PROVIDED. Refer totheINrORMATIO BULLETIN for instructions. 1. Haas to be Billed S /(�(.(�' Contact person (ihrls /rt1 ler Nailing Address I 1 .Y / - Boma phone City/state/HIP f Business phone Phone Z. Nana on parait/ATC it Different than Above Nailing Address City/stets/Lip - 3. Application For: ❑ Site Evaluation /Improvement Permit/ATC Both 4. systee to service: House ❑ Mobile Home ❑, II Business ❑ Indus 1 try ❑ Other S. `it/Residence; t People i e i;adrooma {��p, J[J i Bathrooms H Dishrasher:Qarbage Disposal -)�sfashing Machine D 8uoaent/pl:abing O Baseaant/No Flushing e. If le Businies/Industry/other: specify type i Pe � . op / sinks tl,Comkodes ti shovers Urinals t Mater Coolers IF FOODSERVICE: e / Seats Estimated Water Us/age (gallons per day) 7. Type of water supply: I❑ County/City Y1 Well ❑ Co ty _ e Do you anticipate additions or expansions of the facility this system is Tot/e/nd`ed to serve? ❑ Yea No y If yes; what type? ***IMPORTANT***CLIENTSMLWTCOMPLETBTHE REOWREDPROPERTY INFORMATION REQUESTED BELOW. Either a PLAT or SITE PLAN MUST BESUBM17TED by the client with THIS APPLICATION. i Property Dimensiods: 5,6 . WRITE DIRECTIONS (fromM/ocksville) to PROPERTY: Tax Office PIN:1g�3 41)" � &J Property Address: Road Name_ Is :T/a ��1(���.`/y�1 S��L City/zip d / � O dle/Y1 6er/w If in a Subdivision provide information, as follows: LJ]$ / (j/V � �/ ���� �l//j � �j� �� Name: —&/1f'7n i, Section: 2_ Block: Loot:'�C% Date Property Flagged: tB (f This 6 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 falsifled or changed 1, also, understand that l am responsible for all charges Incurred from this application. 1, hereby, give consent to the Authorized Representative of the Daldg County Health De rtm Bt to enter upon above described property located in Davie County and owned by to conduct all testing procedures as necessary to determine the site sultabili DATE SIGNATURE v THIS AREA MAY BE USED FOR'DRAWING YOUR SfM PLAN (Include all of the following: Existing and proposed property lines and dimensions, structures,! setbacks, and septic locations). 49l �; /q/1 Aq A& si*sr JS7M Revised DCHD (07/99) Site Revisit Charge Date(s): - Client Notification Date: ERS: - r.w ' Account No. invoice No 3 % L-` r'— -———\--.I, AMOS S. BROWN (D. B. 1 PWILL), g�15) PZ V ��a , rai'aw• v 73:57 i J v �N AMOS S. BR (BY WILL (D. B. 11 Pg. 1 CO Sri 'w 7�l o QohD contract,cup y --' 'ver•uTc on title, surveys. covenants, deeds. nllcr ha a rru MATER Seller shall famish et roPert wilhh) l2ll days P that ail lab AND 11tH lhcrcfront. dint all loss from any cause or claim arising srnrlanao 19 x that all labor and materials, if any, furnished to the Propc _ indemnify Buyer a6 ® ruvcalry W": .� • L(Wl'RI<ia'IU 1999 'nlin I'om, hnx bcu. JuinOY TWO North ('arolina Bar Association REALTOR" North Carolina AssocitAio of R�ALT�R3®''Inc g Px.0IZ 1'n yc 1 of 2 auY°1 Inilixl+ _ A/// 2 Formulecor`F^� AItw=m, auo.sao-ton qq ^^ d/ ,I ■EFFREY D. WAGONER I I' J.B. 195• Pg. .720 i EVGENE:BENNETT, ET: AL Q�� D.B. 184 Pg, 792 1 MARC L. WILLIAMS I �� D.B. =187 Pg..45.1 133.31 S 82'09.26' E 1]3 08 I I S 82'09'25' E (TIE) N 09.26' V 1 , I 146.03 261.09 —_ --- \. TRACT #7 \\ P W 9 -C �' \ . 9—A $�$ AREA =�b� AREA a^ AREA " 5 6.4 AC 5:01 .AC. T CT # 8 \ vQ�eSR. 5 O1 .A�: 6G " / �� M6' \ 6• E r / - 60' NEW PROPOSED UTILITY ACCESS EASEMENT Zr'�• E�. E 3'ps TRACT #4 & PRIVI'T r'— -———\--.I, AMOS S. BROWN (D. B. 1 PWILL), g�15) PZ V ��a , rai'aw• v 73:57 i J v �N AMOS S. BR (BY WILL (D. B. 11 Pg. 1 CO Sri 'w 7�l o QohD contract,cup y --' 'ver•uTc on title, surveys. covenants, deeds. nllcr ha a rru MATER Seller shall famish et roPert wilhh) l2ll days P that ail lab AND 11tH lhcrcfront. dint all loss from any cause or claim arising srnrlanao 19 x that all labor and materials, if any, furnished to the Propc _ indemnify Buyer a6 ® ruvcalry W": .� • L(Wl'RI<ia'IU 1999 'nlin I'om, hnx bcu. JuinOY TWO North ('arolina Bar Association REALTOR" North Carolina AssocitAio of R�ALT�R3®''Inc g Px.0IZ 1'n yc 1 of 2 auY°1 Inilixl+ _ A/// 2 Formulecor`F^� AItw=m, auo.sao-ton qq ^^ d/ CLASSIFICATION LONG-TERM ACCEPTANCE RATE (�.3 -©• SITE CLASSIFICATION;i - EVALUATION BY: LONG-TERM ACCEPTANCE RATE: ('l OTHER(S) PRESENT: REMARK.S�% ISL l %i a iJCaL IMI 1 �" i fap'� CL V %,Olt L GEND ., 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 I, 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 . _. .. VFR - Very friable FR - Friable FI -Firm =- VFI - Very firm EFI - Extremely firm wet NS - Non sticky • : SS - Slightly sticky S - Sticky VS r 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 05/99 (Revised) tr HORIZON I DEPTH DAVIE COUNTY HEALTH DEPARTMENT Texture group Environmental Health Section Consistence Soil/Site Evaluation ; APPLICANT INFORMATION Structure PROPERTY INFORMATION " Account #: 990001922 Tax PIN/EH #: 5729-19M53.9c...: Billed To: Chris Miller Subdivision Info: Brook Cove III Lot #9C Reference Name:LocatiorVAddress: groupTexture Nebbs Trail -270 . Proposed Facility: Residence Property Size:.: v$tes , Date Evaluated: �(- C" o C51 Structure 7. Water Supply: On -Site Well Community Public Evaluation By:: Auger Boring Pit -- Cut Consistence rkNoMineralogy ���a®��s® -FACTORS Structure 1 2 3 4. 5 br no%ition Texture group CLASSIFICATION LONG-TERM ACCEPTANCE RATE (�.3 -©• SITE CLASSIFICATION;i - EVALUATION BY: LONG-TERM ACCEPTANCE RATE: ('l OTHER(S) PRESENT: REMARK.S�% ISL l %i a iJCaL IMI 1 �" i fap'� CL V %,Olt L GEND ., 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 I, 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 . _. .. VFR - Very friable FR - Friable FI -Firm =- VFI - Very firm EFI - Extremely firm wet NS - Non sticky • : SS - Slightly sticky S - Sticky VS r 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 05/99 (Revised) HORIZON I DEPTH Texture group Consistence ff S"o Ki AE_ 4P Structure NNS -9-1a W4q0= • , -����Ii®tea®®®® HORIZON11DEPTH groupTexture Consistence Structure Mineralow- Texture group I.WM�,.' Consistence rkNoMineralogy ���a®��s® Structure Texture group I Consistence Structure ®®®®®sem Mineralogy SOIL WETNESS RESTRICTIVE HORNON®®®®®®® CLASSIFICATION LONG-TERM ACCEPTANCE RATE (�.3 -©• SITE CLASSIFICATION;i - EVALUATION BY: LONG-TERM ACCEPTANCE RATE: ('l OTHER(S) PRESENT: REMARK.S�% ISL l %i a iJCaL IMI 1 �" i fap'� CL V %,Olt L GEND ., 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 I, 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 . _. .. VFR - Very friable FR - Friable FI -Firm =- VFI - Very firm EFI - Extremely firm wet NS - Non sticky • : SS - Slightly sticky S - Sticky VS r 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 05/99 (Revised) ■u■■■moo■■■mo■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■iso■■■■■so■■■o■o■■�■■■■s■■■■■■ s■■m■■■■■s■s■■■■■■■■■■■■■■■■■e■■ as■nes■s■■■■■■■■■■■■■.s■■■■■■■■■■■■■■■■■■■■■■■■■■a■■■■■■■■■■■■■■■■ o■■■■o■■■o■m■mos■■sass■■■�e■s■■■■■■■■■■o■■■■■■■■e■■■■■■e■■■■■■■■■■■ ■■■■■mss■■■■■■■■■■■■■■■■■!■■■■■■■■■■■■■■■■■■s■■■■■■■e■s■■■■■■■■e■■ e■■■■�ioo■■■■s■■■s�■■■o■o.�.m■■■■■o■es■m■ss■mss■■s■s■s■■■■■■■■■■■■■ ■■■■■sl�s■■ase■■■■a'■■e■■■■■■■►�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■m■■■ ■■■■■■■e■►�■■■■■■�■■■■■■■■■■■■e.�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■sir,■ ■■■■■■■��■■■■►■■■i7�%■■■■■■■■■■■�n\i■■■■■■■■■■■■■■■■■■■■■■■e■�iS■■■■■ ■■■■■■■;sin■■t■■■■■■■■■■e■■■■m■e��e■■■■■■■■■■■■■■■■■■■■e■■■■■■■■■■■■■ moommom ■■■■■■rcul■■■■■�a■■■■■�■■■.■■■■uo■e■■■■■■■■■■■■■■■■eY■■■■■■■■■■■■■■