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180 Hunt StPermits =s-"' DAVIE COUNTY HEALTH DEPARTMENT Name: -�f �01 j' -F Environmental Health Section PROPERTY INFORMATION / P.O. Box 848 Directions to property: AA ,�y� � Of /\ 1-r / G Mocksville, NC 27028 Subdivision Name: Phone #: 336-75I-8760 Section: Lot: ff �r/ AUTHORIZATION FOR 10 h !+ ct, /V 0(!l �5 � i f WASTEWATER Tax Office PIN:# Y/"SYSTEM CONSTRUCTION 11C4 A AUTHORIZATION NO: 001883 A Road Name: Zi **NOTE** This Authorization for Wastewater System Construction MUST BE ISSUED by the Davie County Environmental Health Section prior to issuance of any Building Permits. This Form/Authorization Number should be presented to the Davie County Building Inspections Office when applying for Building Permits. (In compljancF with Article 11,Of G.S. Chapter 130A, Wastewater Systems, Section .1900 Sewage Treatment and Disposal Systems) ***NOTICE*** THIS AUTHORIZATION FOR WASTEWATER CONSTRUCTION IS VALID FOR A PERIOD OF FIVE YEARS. ENVIRONMENTAL HEALTH SPECIALIST DATE ISSUED RESIDENTIAL SPECIFICATION: BUILDING TYPE # BEDROOMS 2 # BATHS ')— # OCCUPANTS GARBAGE DISPOSAL: Yes or No COMMERCIAL SPECIFICATION: FACILITY TYPE # PEOPLE # PEOPLE/SHIFT # SEATS INDUSTRIAL WASTE: Yes or No , LOT SIZE TYPE WATER SUPPLY 446F DESIGN WASTEWATER FLOW (GPD) D NEW SITE REPAIR SITE f/ SYSTEM SPECIFICATIONS: TANK SIZE GAL. PUMP TANK GAL. TRENCH WIDTH G ROCK DEPTH LINEAR F173� OTHER REQUIRED SITE MODIFICATIONS/CONDITIONS: IMPROVEMENT PERMIT LAYOUT 1 ¢IUB h /EG r H", -1f 57- (0 7 0 FOR FINAL INSPECTION OF THIS SYSTEM PLEASE CALL BETWEEN 8:30 - 9:30 A.M. ON THE DAY OF INSTALLATION. TELEPHONE # IS (336) 751-8760. OPERATION PERMIT r G VV vt •F,I/thYSTEM INSTALLED BY: ifp 0 tLj{} 0� lt(. 10 00 Ce yi,Wr(, ko e 'N, J� AUTHORIZATION NO. OPERATION PERMIT BY: 0 r�s� DATE: 7 "THE ISSUANCE OF THIS OPERATION PERMIT SHALL INDICATE THAT THE SYSTEM DESCRIBED ABOVE HAS BEEN INSTALLED IN COMPLIANCE WITH ARTICLE 11 OF G.S. CHAPTER 130A, SECTION .1900 "SEWAGE TREATMENT'ANI),DISPOSAL SYSTEMS", BUT SHALL IN NO WAY BE TAKEN AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORILY FOR ANY GIVEN PERIOD OF TIME. DCHD ovoz SRevised) Perrrmu DAVIE COUNTY HEALTH DEPARTMENT Name: -w i`" t f �"+�� r`�' Environmental Health Section PROPERTY INFORMATION P.O. Box 848 Directions to property: +� �� 01 r1 ' �� Mocksville, NC 27028 Subdivision Name: Phone #: 336-751-8760 :';< 2.11 t, o in Section: Lot: t AUTHORIZATION FOR j'rf1 is / , (ta , 1� ,( �1 • y ' r + ' WASTEWATER Tax Office PIN:# ,,1t-rSYSTEM CONSTRUCTION AUTHORIZATION NO: 002883 A Road �ame: Zip: **NOTE** This Authorization for Wastewater System Construction MUST BE ISSUED by the Davie County Environmental Health Section prior to issuance of any Building Permits. This Form/Authorization Number should be presented to the Davie County Building Inspections Office when applying for Building Permits. (In compliance with Article I ]sof G.S. Chapter 130A, Wastewater Systems, Section .1900 Sewage Treatment and Disposal Systems) ***NOTICE*** THIS AUTHORIZATION FOR WASTEWATER CONSTRUCTION IS VALID FOR A PERIOD OF FIVE YEARS. ENVIRONMENTAL HEALTH SPECIALIST DATE ISSUED RESIDENTIAL SPECIFICATION: BUILDING TYPE # BEDROOMS 2 # BATHS e)— # OCCUPANTS _&_ GARBAGE DISPOSAL: Yes or No COMMERCIAL SPECIFICATION: FACILITY TYPE # PEOPLE # PEOPLE/SHIFT # SEATS INDUSTRIAL WASTE: Yes or No , LOT SIZE _j TYPE WATER SUPPLY ` DESIGN WASTEWATER FLOW (GPD) NEW SITE REPAIR SITE SYSTEM SPECIFICATIONS: TANK SIZE GAL. PUMP TANK GAL. TRENCH WIDTH G ROCK DEPTH LINEAR FT. OTHER REQUIRED SITE MODIFICATIONS/CONDITIONS: I IMPROVEMENT PERMIT LAYOUT �taa y ti /GGA f_- Cisl. fa+ � /it -11-57;r.. �O/.�-9 S -r II FOR FINAL INSPECTION OF THIS SYSTEM PLEASE CALL BETWEEN 8:30 - 9:30 A.M. ON THE DAY OF INSTALLATION. TELEPHONE # IS (336) 751-8760. 1 OPERATION PERMIT I k04 A 0,1110 f I, O1 Ck. f 6 STE INSTALLED BY: U1 t,%r• t� r 1 4r'"1 la o AUTHORIZATION NO. OPERATION PERMIT BY: moi ! s DATE: **THE ISSUANCE OF THIS OPERATION PERMIT SHALL INDICATE THAT THE SYSTEM DESCRIBED ABOVE HAS BEEN INSTALLED IN COMPLIANCE WITH ARTICLE 1 I OF G.S. CHAPTER 130A, SECTION .1900 "SEWAGE TREATMENT AND DISPOSAL SYSTEMS", BUT SHALL IN NO WAY BE TAKEN AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORILY FOR ANY GIVEN PERIOD OF TIME. DOW _ j __ DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section Soil/ Site Evaluation APPLICANT INFORMATION PROPERTY INFORMATION 15� C 4- ol A/ 72 '70'LL Water Supply: On -Site Well Community Public tc Evaluation By: Auger Boring Pit Cut FACTORS 1 2 3 4 5 6 7 Landscape position L— Slope % HORIZON I DEPTH 62-60 Texture group Consistence Structure ' t Mineralogy HORIZON H DEPTH' Texture group Consistence Structure Mineralogy HORIZON III DEPTH Texture group Consistence 4ail Structure Mineralogy HORIZON IV DEPTH Texture group Consistence Structure Mineralogy SOIL WETNESS RESTRICTIVE HORIZON / SAPROLITE / CLASSIFICATION LONG-TERM ACCEPTANCE RATE SITE CLASSIFICATION: J LONG-TERM ACCEPTANCE RATE a % S REMARKS: LEGEND EVALUATION BY: h ✓�� t •G �7 OTHER(S) PRESENT: J �� 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 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 Mineral= 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 05/05 (Revkecl)