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218 Pepperstone Dr Lot 14 r, ORZATION NO: -1464• DAVIE COUNTY HEALTH DEPARTMENT ✓XO. . " , ' 2.t` Environmental Health Section PROPERTY INFORMATION Pertmttee�s �j * r . P.O.Box 848 Name: /� !3[Jl7Jd�?Q/ " 0 Mocksville,NC 27028 Subdivision Name: Ave Phone#:704-634-8760 Directions to property: � 411 de/ /� Section: Lot: AUTHORIZATION FOR SYSTEM CONSTRUCTION WASTEWATER Tax Office PIN:# � � -IO - �03 ` Road Name: � �'�p7dt� **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 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. NVIRONMENTAL HEALTH SPECIALIST DATE ISSUED t .;� '., r �..>: � _. . ..,t ,�.-. :�:._ Y- _tet` t -. ,�.. -. _ - -.• .- .,. ,. _ r 1464 DAVIE COUNTY HEALTH DEPARTMENT �Xa. 4 ..= IMPROVEMENT AND OPERATION PERMITS PROPERTY INFORMATION Name: A � Subdivision Name: AMP- Di e-ctions to MP-Directions-to property: Al Section: Lot: A IMPROVEMENT PERMIT Tax Office PIN:# � Road Name: **NOTE**This Improvement Permit DOES NOT authorize the construction or installation of a septic tank system or any wastewater system.An AUTHORIZATION FOR WASTEWATER SYSTEM CONSTRUCTION must be obtained from this Department prior to the construction/mstallation of a system or the issuance of a building permit. (In compliancewith Article 11 of G.S.Chapter 130A,Wastewater Systems,Section.1900 Sewage Treatment and Disposal Systems) ***NOTICE***TIM PERMIT IS SUBJECT TO REVOCATION IF SITE j 7j' j\i j, �<:�y' 'ti f•/�l~ PLANS OR THE INTENDED USE CHANGE.YOUR WASTEWATER ENVIRONMENTAL HEALTH SPECIALIST DATE ISSUED SYSTEM CONTRACTOR MUST SEE THIS PERMIT BEFORE INSTALLING THE SYSTEM. RESIDENTIAL SPECIFICATION:BUILDING TYPE #BEDROOMS-#BATHS #OCCUPANTS GARBAGE DISPOSAL:Yes or No COMMERCIAL SPECIFICATION: FACILITY TYPE�- #PEOPLE #PEOPLE/SHIFT #SEATS INDUSTRIAL WASTE:Yes or No LOT SIZE/1d26G TYPE WATER SUPPLY DESIGN WASTEWATER FLOW(GPD) l/ NEW SITE REPAIR SITE SYSTEM SPECIFICATIONS: TANKS P ANK GAL. TRENCH WIDTH ��. ROCK DEPTH �� / LINEAR FT.F49 OTHER REQUIRED SITE MODIFICATIONS/CONDITIONS: IMPROVEMENT PERMIT LAYOUT r "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 THE DAY OF INSTALLATION.TELEPHONE#IS(704)634-8760. OPERATION PERMIT SYSTEM INSTALLED BY: of\� ' 4s•5k —Q 7-27 .f ,o s 8' t-btn�S AUTHORIZATION NO. �OPERATION PERMIT BY: oil "THE ISSUANCE OF THIS OPERATION PERMIT SHALL INDICATE THAT THE SYSTEM DESCRIBE VE HAS BEEN INSTALLED IN COMPLIANCE WITH ARTICLE 11 OF G.S.CHAPTER 130A,SECTION.1900"SEWAGE TREATMENT AND DISPOSAL SYSTEMS",BUT SHALL IN NOWAY BETAKEN ASA GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORILY FOR ANY GIVEN PERIOD OF TIME. DCHD 05/96(Revised) APPLICATION FOR SITE EVALUATIONAMPROVEMENT PERMIT &ATC Davie County Health Department Environmental Health Section P.O. Box 848 NEW PHONE NUMBER: 29 ��$ Mocksville,NC 27028 EFFECTIVE MARCH 22, 1998 336 751-8760 (704) 634-8760 Rule MAL ViN ****I OR APPLICATION CANNOT BE PROCESSED UNLESS ALL THE REQUIRED INFORMATION IS PROVIDED. r 1. Name to be Billed dQ S .4A"e-- Contact Person Mailing Address ky W61 p Home Phone_Cl City/State/ZipU C Business Phone 2. Name on Permit/ATC if Different than Above Mailing Address City/State/Zip 3. Application For: [ ]Site Evaluation [ ]Improvement Permit&ATC Vkg'o-th 4. System to Serve: W'H' ouse [ ]Mobile Home [ ]Business [ ]Industry [ ]Other 5. If Residence: #People #Bedrooms_ 3 #Bathrooms :9- [/dishwasher[ ]Garbage Disposal v-1 oWhing Machine [ ]Basement/Plumbing [ ]Basement/No Plumbing 6. If Business/Other:Specify type #People #Sinks #Commodes #Showers #Urinals #Water Coolers If Foodservice:#Seats Estimated Water Usage(gallons per day) 7. Type of water supply: [!'County/City [ ]Well [ ]Community 8. Do you anticipate additions or expansions of the facility this system is intended to serve?[ ]Yes [ "No If yes,what type? EITHER A PLAT OR SITE PLAN PROPERTY INFORMATION REQUIRED:***IMPORTANT*** lam OF THE PROPERTY MUSTREQUIRED: BE SUBMITTED WITH THIS APPLICATION. Property Dimensions: �d�q� �d / WRITE DIRECTIONS(from Mocksville)TO PROPERTY: Tax Office PIN: ##� cf - - ; �� :Ze2 4&$V JZ Z- Ta Property Address: Road Dame e L City/Zip G If in Subdivision provide info mation,as follows: Name: Section: Lot#: ' This is 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 falsified or changed. I, also, understand that I am responsible for all charges incurred from this application. I, hereby, give consent to the Authorized Representative of the Davie County Health Department to enter upon above described property located in Davie County and owned by / q to onduo all testing procedures ecessary to determine the site suitability. DATE 6— N��— SIGNATURE Revised DCHD(06-96) THIS AREA MAY $E USED FOR DRAWI YOUR SITE PLAN: Me.�a � 1 w ^ DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section 1,J Soil/Site Evaluation 7 NAME '�� DATE EVALUATED�D� ADDRESS PROPERTY SIZE �a1� PROPOSED FACULTY , ��� LOCATION OF SITE ���er Water Supply: On-Site Well Community Publicy Evaluation By: Auger Boring Pit Cut FACTORS 1 2 3 4 Landscape position L .L Slope % HORIZON I DEPTH Texture group Consistence Structure Mineralogy HORIZON II DEPTH G F T +� Texture groupG Consistence Structure Lam/ Mineralogy 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 RATEL SITE CLASSIFICATION: �� EVALUATED BY: LONG-TERM ACCEPTANCE RATE: 7 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-Finn 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 Mineraloizy 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 watet' 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 � R R 688.13' r PUBLIC / T 45.00' T 100.00' I' 20' PQy� L 88.50' L 188.61' 3 87-32b4. C A — _ - - 302.0& — — _ — �• s 82.18'07r E 200, DW 15+ utility Los*m� — — � _ _ _� 3a C25 _ 3 Q 10 3 10 k , ,50 CX 50 `-'tG� !?' ecko SO 'a o O 8C Iv �'► 10 x 70Se • . '220 IV 'A Oi 1 n ri 3 I ra CV 0) N • O O i0 of N N 16.79 S 7a 3V601% -- 270 p5 N 84.2814511 79 41'29' N 84 281458' 133.46' ,O 127.55' 29 232+t. 0 O o O o Z� 11 3 ,�- �p9�3gn W � • 3 26 270 At 0 O is -0 c (Z 70 x 70 SE _ o 420, p A"4 A _ — 270 OO' l DR VE •nt _ — I 15' ut;1+ty coa —135.00' 0.10' rCRST�N 86a.39 —n2.00' — 53 P 1p puBLIG 1 112•p0'— ` 12 tt2.pO'— — — � 79••4129 112.00 Coa•R'•n ,= O n01gj p 112.00 — 15' UtwitY O q — }� � �qg' •"` O cP �0 t12.0�' L 1 i 1AQ OA` (J1 O N i D a'TN �► 16 0 _ Igo,* 3 a:10 f1s, A j a► 1` o ° 15 o to o A 3 J ` O LO O 14 19.3T N �l O a 0 12 0 � - A �� m 112.p0' O [,,Comet o s A 112.p0' A 112.p0 1217.86' (otol 112.00 g 79 4t'29n W 153tAs� \ 1A� S p6.11'16" C 112.00' Q " " 67, w t+o.1r GRAPHIC SC _ r 100 0 50 100 2C MINIMUM BUILDING SETBACK 50' FRONT _ ! 30' REAR ( IN FEET ) 15' SIDE 1 inch = 100 M