111 Idlewild Rd Lot 12 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#: 5862-34-9883.12
Billed To: H&V Construction Subdivision Info: Idlewild Lot#12
Reference Name: Location/Address: Gordon Drive-27006
Mqp
ATC Number: 4208
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 CONSTRUCTION IS VALID FOR A PERIOD OF FIVE YEARS.
Environmental Health Specialist's Signature:� �iC�f Date:
CERTIFICAT OF COMPLETION
**NOTE** The issuance of this Certificate of Completion sh 1 indi to t system described on Improvement/Operation Permit
has been installed in compliance with Article 11 o G.S. japt 130A,Section.1900"Sewage Treatment and
Disposal Systems,"but shall in NO WAY be tak as a gu ant that the system will function satisfactorily for any
given period of time.
Ilb q� 95�
to
Septic System Installed By: G
Environmental Health Specialist's Signature: / Date:
DCHD 05/99(Revised)
DAVIE COUNTY HEALTH DEPARTMENT
Environmental Health Section
P.O.Boz 848/210 Hospital Street _ s
Mocksville,NC 27028 o l
(336)751-8760
IMPROVEMENT/OPERATION PERMIT
Account #: 990003354 Tax PIN/EH#: 5862-34-9883.12
Billed To: H&V Construction Subdivision Info: Idlewild Lot#12
Reference Name: Location/Address: Gordon Drive-27006
Proposed Facility Residence Property Size: see map
**N(ff&OYMPT&pro4veme 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 I 1 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..
Residential Specification: Building Type #People #Bedrooms -2 #Baths J%2
Garbage Disposa Washing Machine: Basement w/Plumbing: Basement/No Plumbingy
Dishwasher:
Commercial Specification: Facility Type #People #People/Shift #Seats Industrial Waste: ❑
Lot Size Type Water Supply Design Wastewater Flow(GPD) Site: NewZl Repair❑
System Specifications: Tank Size GAL. Pump Tank GAL. Trench Width Kock Depth./2 �Linear Ft.,?J2�>
Other: As stated In 15A NCAC 18A.1969(5)
aeveePted
Required Site Modifications/Conditions:
IMPROVEMENT/OPERATION PERMIT LAYOUT- APPROVED EFF E T FILTER. RISER(S)IF 6"BELOW
FINISHED GRADE. ""NOTICE: Contact a representative of the Davie 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 s Illation. Telephone#is(336)751-8760.****
to
Environmental Health Specialist's Signature: Date: !` A-
DCHD 05/99(Revised)
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• DAVIE COUNTY HEALTH DEPARTMENT
• Environmental Health Section
Soil/Site Evaluation
APPLICANT INFORMATION PROPERTY INFORMATION
Account #: 990003354 Tax PIN/EH#: 5862-34-9883.12
Billed To: H&V Construction Subdivision Info: Idlewild Lot# 12
Reference Name: Location/Address: Gordon Drive-27006
Proposed Facility: Residence Property Size: see map Date Evaluated. 2 1
Water Supply: On-Site Well Community Public
Evaluation By: Auger Boring Pit Cut
FACTORS 1 2 3 4 5 6 7
Landscape position
Slope%
HORIZON I DEPTH
Texture group
Consistence
Structure
Mineralogy '
HORIZON II DEPTH o
Texture groupc ,
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: Y EVALUATION BY:
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
1:1,2:1,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
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