129 Idlewild Rd Lot 11 DAVIE COUNTY HEALTH DEPARTMENT
Environmental Health Section
P.O.Boa 848/210 Hospital Street
Mocksville,NC 27028
(336)751-8760
Account #: 990003354 Tax PIN/EH#: 5862-34-9883.11
Billed To: H&V Construction Subdivision Info: Idlewild Lot# 11
Reference Name: Location/Address: Gordon Drive-27006
Pro osed Facility Residence Property Size: see map
ATC Number: 4207
AUTHORIZATION FOR WASTEWATER SYSTEM CONSTRUCTION
**NOTE** This Authorization for Wastewater System Construction MUST BE ISSUED by the Davie County Environmental
Health Section prior to issuance of any building permit(s). This Form/Authorization Number should be presented to
the Davie County Building Inspections Office when applying for building permit(s)(in compliance with Article 11 of
G.S.Chapter 130A,Wastewater Systems,Section.1900 Sewage Treatment and Disposal Systems). THIS
AUTHORIZATION FOR WASTEWATER CONS UCTION IS VALID FOR A PERIODOF FI YEARS.
Environmental Health Specialist's Signature: Date: S
D�
CERTIFICATE OF COMPLE Ngs
**NOTE** The issuance of this Certificate of Completion shall indicate th ystem 'bed o ovement/Operation Permit
has been installed in compliance with Article 11 of G.S.Cha er 130 , Section 00" wage Treatment and
Disposal Systems,"but shall in NO WAY be taken as a gu tee t t the sys function satisfactorily for any
given period of time.
f
Septic System Installed By:
Environmental Health Specialist's Signature: Date:
DCHD 05/99(Revised)
•
• DAVIE COUNTY HEALTH DEPARTMENT
' Environmental Health Section
P.O.Boz 848/210 Hospital Street
Mocksville,NC 27028 l
(336)751-8760
IMPROVEMENT/OPERATION PERMIT
Account #: 990003354 Tax PIN/EH#: 5862-34-9883.11
Billed To: H&V Construction Subdivision Info: Idlewild Lot# 11
Reference Name: Location/Address: Gordon Drive-27006
Proposed Facility Residence Property Size: see map
**NO fV 4tMbPrfiprdk%�nt/Operation Permit DOES NOT authorize the construction 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/installation of a system or the issuance of a building permit(in compliance with
Article 11 of G.S.Chapter 130A,Wastewater Systems,Section .1900 Sewage Treatment and Disposal Systems). THIS
PERMIT IS SUBJECT TO REVOCATION IF SITE PLANS OR THE INTENDED USE CHANGE. YOUR
WASTEWATER SYSTEM CONTRACTOR MUST SEE THIS PERMIT BEFORE INSTALLING SYSTEM.
G
Residential Specification: Building Type #People #Bedrooms? #Baths
Dishwasher Garbage Disposal:e Washing Machine J`' Basement w/Plumbing: 13 Basement/No Plumbing-,2y""
Commercial Specification: Facility Type #People #People/Shift ##S�SeaatssIndustrial Waste:
Lot Size Type Water Supply I Design Wastewater Flow(GPD)s:.£�Q Site: New e Repair
System Specifications: Tank Size&go GAL. Pump Tank GAL. Trench Width Rock Depth /j 1'Linear FtjeP
Other:
AS Stated n
Required Site Modifications/Conditions: accepted Systems may also be use
IMPROVEMENT/OPERATION PERMIT LAYOUT- APPROVED EFFLUENT FILTER. RISER(S)IF 6"BELOW
FINISHED GRADE. ****NOTICE: Contact a representative of the Davie County Health Department for final inspection of this
system between 8:30 a.m.to 9:30 a.m. or 1:00 p.m.to 1:30 p.m.on the day of installation. Telephone#is(336)751-8760.****
1
Environmental Health Specialist's Signature: 10 Date:
DCHD 05/99(Revised)
�I •
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' DAVIE COUNTY HEALTH DEPARTMENT
Environmental Health Section
Soil/Site Evaluation
APPLICANT INFORMATION PROPERTY INFORMATION
Account M 990003354 Tax PIN/EH#: 5862-34-9883.11
Billed To: H&V Construction Subdivision Info: Idlewild Lot#11
Reference Name: Location/Address: Gordon Drive-27006
Proposed Facility: Residence Property Size: see map Date Evaluated:
Water Supply: On-Site Well Community / Public
Evaluation By: Auger Boring Pit ✓ Cut
FACTORS 1 2 3 4 5 6 7
Landscape position
Slope% 5711)
HORIZON I DEPTH — n-10
Texture group r
11
Consistence
Structure
Mineralogy
HORIZON II DEPTH -22
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 L9,
SITE CLASSIFICATION: ?S EVALUATION BY:
LONG-TERM ACCEPTANCE RATE:Q _01OTHER(S)PRESENT:
REMARKS: tffiJCt
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 05/99(Revised)
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