750 Sain Road Lot 6� � _ � �, �^ �,�.� �� :� .. i �. , .. ` „q; ; �r�',•'-+_`,rt:k-'.` _"-`vet'�.'•ta-l",�.'-�.,�.��,:,,i-.ti.: �—.-.ice' � 'tt,•r.v.',�;e,z
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Per ittee's='`
A,�i DAVIE COUNTY HEALTH DEPARTMENT
Name:. ..'� Environmental Health Section PROPERTY INFORMATION
� `i� P.O: Box 848 SAt,-j PZ t
8 Subdivision Name:
Directions to Property: Mocksville, NC 2702
Phone #: 3367751-8760
Section: Lot:
AUTHORIZATION FOR
WASTEWATER
SYSTEM CONSTRUCTION Tax Office PIN:# - -
AUTHORIZATION NO: 002647 A Road Name -750 -CAN A zip:-) o7k-
**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. '
(1n compliance w" �Arti"cle I orG: er 130A,' Wastewater Systems, Section .1900 Sewage Treatment and. Disposal Systems)
***NOTICE*** THIS AUTHORIZATION FOR WASTEWATER CONSTRUCTION.
VU IS VALID FOR A PERIOD OF FIVE YEARS.VIRON ESP I LIST% DA 1 J
RESIDENTIAL SPECIFICATION: BUILDING TYPE # BEDROOMS # BATHS �_ # OCCUPANTS _ GARBAGE DISPOSAL: Yes or'
COMMERCIAL SPECIFICATION: FACILITY TYPE # PEOPLE # PEOPLE/SHIFT # SEATS INDUSTRIAL WASTE: Yes or No '
LOT SIZE TYPE WATER SUPPLY Jwwrr DESIGN WASTEWATER FLOW (GPD) 3A NEW SITE REPAIR Sr.M
1
SYSTEM SPECIFICATIONS: TANK SIZE GAL. PUMP TANK ---GAL. TRENCH WIDTH' • ROCK DEPTH A► LINEAR Fr. 220
OTHER' &.'Tti�l0LP 1 t.VV `VAA-V 2 DL5T(ZfA.VrtD+j —4&lVs
REQUIRED SITE MODIFICATIONS/CONDITIONS: T�y7 _ ' a � �"'�" +'`� T K I!'^ a rii� _ b)p Ct W
IMPROVEMENT PERMIT LAYOUT
WC
�K MA 'a%ftT1+ , 3d'
v4TO S� QD,QA � STc'i S
A,*5 S*QIAA-
FOR FINAL INSPECTION OF THIS SYSTEM PLEASE CALL
OPERATION PERMIT
�tGC ►�gtD e.l�aw.�L
mim
+-lug
A%_T. Fww
Vow's
ON THE DAY OF INSTALL( nON. TELEPHONE # IS (336) 751-8760.
S TEM STAL
AUTHORIZATION NO. /Lr7Au OPERATION PERMIT BY: DATE: (�
**THE ISSUANCE OF THIS OPERATION PERMIT SHALL INDICATE ATHESYSD CRIBED ABOVE EEN INSTALLED IN COMPLIANCE
WITH ARTICLE 11 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.
DCHD MW MrAW) L'T' 347 6 —_ _rAlW iCeW �3-q (47
Perrrliit�ee%- ` ` ► f DAVIE COUNTY HEALTH DEPARTMENT f
Nanie:� t '' ` `` Environmental Health Section PROPERTY INFORMATION
R.O. Box 848 �^
Directions to property: 1 ! �-~' In,I ``' Mocksville NC 27028 Subdivision Name: SAl ^� t< -D f=�rtn'it;�
Phone #: 336-751-8760
' Section:_
AUTHORIZATION FOR
WASTEWATER
Lot: b
r SYSTEM CONSTRUCTION Tax Office PIN:# - -
AUTHORIZATION NO: 002647 A Road Name:'
ame �t,� t' I ' 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 Pen -nits.
(In compliance. with Article I 1 of G.S..Ehapter 130A, Wastewater Systems, Section .1900 Sewage Treatment and Disposal Systems)
j' ***NOTICE*** THIS AUTHORIZATION FOR WASTEWATER CONSTRUCTION
t ! `f ^ IS VALID FOR A PERIOD OF FIVE YEARS.
___EN'Vi ONMENTAL•NEALTH SPECIALIST DATt IS UED
RESIDENTIAL SPECIFICATION: BUILDING TYPE if)l ; # BEDROOMS K' # BATHS # OCCUPANTS -_ GARBAGE DISPOSAL: Yes or No
COMMERCIAL SPECIFICATION: FACILITY TYPE y # PEOPLE # PEOPLE/SHIFT # SEATS INDUSTRIAL WASTE: Yes or No
LOT SIZE TYPE WATER SUPPLY " t DESIGN WASTEWATER FLOW. (GPD) T ` l_ d 7 NEW SITE REPAIR SITE
SYSTEM SPECIFICATIONS: TANK SIZE GAL. PUMP TANK GAL. TRENCH WIDTH --'L+ , ROCK DEPTH NJ 1Q LINEAR FT. U'
OTHER 1"\"%- u;fr /s t ltl L- j"" L r>v5J VAt-*JF-
REQUIRED SITE MODIFICATIbNS/CONDITIONS: � I �'�' 'v�k L I \,)e
IMPROVEMENT PERMIT LAYOUT 'Si IT r1 o
r /?v ,vGr
NC4
AI
l Lt)MD
FOR FINAL INSPECTION OF THIS SYSTEM PLEASE CALL
OPERATION PERMIT
QU I(IX 021 F) D lav_& Z
A.M. ON THE DAY OF
BY:
TELEPHONE # IS (336) 751-8760.
a
r
iwu-✓rJ
ILL%_
AUTHORIZATION NO. OPERATION PERMIT BY: -- DATE: i
"*THE ISSUANCE OF THIS OPERATION PERMIT SHALL INDICATE THAT THE SYSTEr D SCRIBED ABOVE H EEN INSTALLED IN COMPLIANCE
WITH ARTICLE 11 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.
DCHD 01!02 (Revised) 3 q-7 —/ �� �(
DAVIE COUNTY HEALTH DEPARTMENT
Environmental Health Section
SoiySite Evaluation
APPLICANT INFORMATION
Account #:
Billed To: -V_XGL cz&q_�
Reference Name:
Proposed Facility:
Water Supply: On -Site Well
PROPERTY INFORMATION
Tax PIN/EH #: 11
Subdivision Info: -7,"D3111N Rb
Location/Address:
Property Size: Date Evaluated: J 1 l
Community
Evaluation By: Auger Boring Pit
Public ✓
Cut
FACTORS
1 2 3 4 5 6 7
Landscape position
Slope %
HORIZON I DEPTH
'
Texture Eroup
Consistence
SSS
Structure
Mineralogy
HORIZON I1 DEPTH
- 2
Texture group
G
Consistence
1`r S
Structure
sok—
Mineralo
Mineralogy
s°X
HORIZON III DEPTH
3Z - 112
Texture group
G S..
Consistence
s
Structure
Mineralogy..
HORIZON IV DEPTH
Texture groupZUGE(
Consistence
Structure
Mineralogy
SOIL WETNESS
RESTRICTIVE HORIZON
SAPROLITE
CLASSIFICATION
LONG-TERM ACCEPTANCE RATE
p.
SITE CLASSIFICATION:
EVALUATION BY: ��' � hmtki-14
LONG-TERM ACCEPTANCE RATE: OTHER(S) PRESENT:
,
REMARKS:�IIIZ
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)
DAVIE COUNTY HEALTH DEPARTMENT
IMPROVEMENTS PERMIT AND CERTIFICATE OF COMPLETION
*NOTE: Issued in Compliance with G.S. of North Carolina Chapter 130 Article 13c
Sewage Treatment and Disposal Rules (10 NCAC 10A .1934-.1968) Permit Number
Name /. - — Date
Location
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 ❑ NO ❑. Specifications for System:.,
Auto Dish Washer YES ❑ NO ❑
Auto Wash Machine YES ❑ NO ❑
Type Water Supply
*This permit Void if sewage system described below is not installed within 36 months from date of issue
Improvements permit by
*Contact a representative of the Davie CountyAealth 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: 704-634-5985.
Final Installation Diagram: / \\�System\lnstalled by
Certificate of Completion Date
*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.
Address
DAVIE COUNTY HEALTH DEPARTMENT
Environmental Health Section
P. O. Box 665
Mocksville, N.C. 27028
SOIL/SITE EVALUATION
Date GAY7
Lot SizeZw2vo
FACTORS AREA 1 ARFA 9 ARFA I AREA A
1) Topography/ Landscape Position
P
S
S
PS
U
S
PS
U
?) Soil Texture (12-36 in.) Sandy,
Loamy, Clayey, (note 2:1 Clay)
FI
PS
S
PS
U
S
PS
U
3) Soil Structure (12-36 in.)
Clayey Soils
PS
'/PS)
LU/
S
PS
U
S
PS
U
1) Soil Depth (inches)
PS
PS
S
PS
U
S
PS
U
i) Soil Drainage: Internal
PS
PS
S
PS
U
S
PS
U
External
PS
PS
S
PS
U
S
PS
U
i) Restrictive Horizons
Available Space
S
S
S
PS
S
PS
1) Other (Specify)
S
PS
U
S
PS
U
S
PS
U
S
PS
U
i) Site Classification
57
U—UNSUITABLE S—SUITABLE PS—Provisionally Suitable
Recommendations/Comments:
Described by
SITE DIAGRAM
DCHD (6-82)
Title Dat
APPLICATION FOR SITE EVALUATION/ IMPROVEMENTS PERMIT
Davie County Health Department
Environmental Health Section
P. 0. Box 665 'R'ECEIVED FEB 2
Mocksville, N.C. 27028
CONSTRUCTION SHALL NOT BEGIN UNTIL IMPROVEMENTS PERMIT HAS BEEN ISSUED.
THome Phone �� yO
1. Permit Requested e;r�/� /�l 5 mixes, " / lir/�� /,� b / T � Business Phone
2. Address a6X 2 I Z
3. Property Owner if Different than Above
Address
4. Permit To: a) Install Alter Repair
b) Privy Conventional Other Type
Ground Absorption
c) Sub -Division Sec. Lot No.
5. System used to serve what type facility: House Mobile Home Business
IndustryOther
b) Number of people
6. a) If house or mobile home, state size of home and number of rooms.
House Dimensions .2 9 X Li '
Bed Rooms_ Bath RoomsDen w/Closet_
b) If Business, Industry or Other, State: Number of persons served
What type business, etc.
Estimate amount of waste daily (24 hours)
7. Number and type of water -using fixtures:
commodes urinals garbage disposal
lavatory 2 showers Z washing machine 1
dishwasher rye) sinks 1
8. a) Type water supply: Public Private Community
b) Has the water supply system been approved? Yes t� No
9. a) Property Dimensions FS -'5
b) Land area designated to building site VAS
c) Sewage Disposal Contractor - o 'J w
10. Do you anticipate any additions or expansions of the facility this sewage system is intended to serve? 14/6
What type?
This is to certify that the information is c rrect to the est of my knowledge.
F --vZK—
Date Owner Signature
OWNER IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL LAWS
Allow 5 days for processing
Directions to property:
DCHD (6-82)