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927 Rainbow Rd (2) • ).vn +f:, R..r ...,..i; ',}<'s�y.,..,ar;P'n t�'r::r.'sss°rr. �.'J�i'`f Mxn Y,:-s1�, $.. L. ra. f ° ' ..:7 1 ..`< o FIbs :a• `:1 - k--XU DAVIE COUNTY HEALTH DEPARTMENT _- IMPROVEMENTS PERMIT AND CERTIFICATE OF COMPLETION *NOTE:Issued in Compliance With Article II of G.S.Chapter 130a Sari ry-Sewage bystems; Permlt,[d��t�yer ' Name Date�lJ, ��` �"i/�'GXa�%�1 f��✓ .� � Oate N� rj y Location an/(/ X 14-1 /J �1 `~ /' Subdivision Name Lot No. Sec. or Block No. Lot Size _,� House Mobile Home _� Business _— Speculation No. Bedrooms ``� No. Baths No. in Family ` Garbage Disposal YES Q NO jj Specifications forS ystem: Auto Dish Washer YES NO / Auto Wash Ma-.hive YES $ NO p Type Water Supply t1, *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 *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 day of completion. Telephone Number 70 -634-5985 r Final Installation Diagram: System Installed by r Certificate of CompletionDate '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 V Kn Davie County Health Department /� Environmental Health Section /�'�' P. O. Box 665 Mocksville, NC 27028 1. A it Requested By A&��Z �� Mailing Address Home Phone q//C�- r� X73 5A� Business- sn ss'Phone�� 2. Name on Permit if Different than Above 11 3. Application/Permit for: ❑ General Evaluation Septic Tank Installation 4. System to Serve: l House ❑ Mobile Home ❑ Place of Public Assembly ❑ Business ❑ Industry ❑ Other ❑ Unknown 5. If house, mobile home: Subdivision Section Lot # ❑ Basement/Plumbing No. of People 1 ❑ BasemenVNo Plumbing No. of Bedrooms �a ashing Machine No. of Bathrooms Lt�uishwasher Dwelling Dimensions Ili 4Z ❑ Garbage Disposal 6. If business, industry, place of public assembly, other: Sp iAype'� 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 rivate ❑ Community 8. Property Dimensions cS /A-- Sewage Disposal Contractor 9. Do you anticipate additions/expansion of the facility this sytem is intended to serve? ❑ Yes IV 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: 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 application. DATE SIGNATURE CONSENT FOR SITE EVALUATION TO BE DONE ON ABOVE DESCRIBED PROPERTY MUST CHECK ONE: ❑ 1. 1 OWN the property. ❑ 2. 1 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 Davie County Health Department to enter upon above described property located in Davie County and owned by to conduct all testing procedures as necessary to determine said site's suitability for a ground absorption sewage treatment and disposal system. s6aw DATE SIGNATURE DCHD(12-90) jT .+- DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section Soil/Site Evaluation NAME DATE EVALUATED �dl ADDRESS PROPERTY SIZE PROPOSED FACIILTY —tel ZI-1 C LOCATION OF SITE CN✓^�/ w '�� Water Supply: On-Site Well !/� Community Public Evaluation By: Auger Boring Pit Cut FACTORS 1 2 3 4 Landscape position LIL 4 L Sloe % HORIZON I DEPTH IFN Texture group T Consistence Structilre Mineralogy HORIZON II DEPTH Texture group �' ' 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 LONG-TERM ACCEPTANCE RATE ,� ,� ------ SITE CLASSIFICATION: /1 EVALUATED BY: f� 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:i, 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 ■■■■■■■N.■■■...■...■■■......... ..■■....■■■■■■■...■■■...■.■■�■■■ .................................................................. ■.■■.■ ■■■■■■ ■■■■■■ L■■■■■ ' ■■■■■.1 ■■■■.■ ■■■■■■ ■■■.■■ ■■....■.■■■■.■■■■■.■■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.t■■■■■■■..�■■■■ ■■■.■■■■■■■■■■■■.■■■■..�1■■■■.....■■■■...■■■■■■�■■ ■■■■■■■ ■■■■■■�■ ........................................... ..................... ................................ .............................■.. .......■.......................................................... .................................................................. ......................................... ............... ........ .................... ............................................. .................................................................. .................................................................. ...........................................................■...... ................................ ................................