191 Shallowbrook Dr Lots 50-51 Davie County,NC Tax Parcel Report Tuesday,November 22, 2016
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Parcel Information
Parcel Number: E605OA0009 Township: Farmington
NCPIN Number: 5861074312 Municipality:
Account Number: Census Tract: 37059-802
Listed Owner 1: Voting Precinct: SMITH GROVE
Mailing Address 1: Planning Jurisdiction: Davie County
City: Zoning Class: DAVIE COUNTY R-20
State: Zoning Overlay: DAVIE COUNTY QD
Zip Code: Voluntary Ag.District: No
Legal Description: LOTS 50-51 COUNTRY COVE Fire Response District: SMITH GROVE
Assessed Acreage: 1.21 Elementary School Zone: PINEBROOK
Deed Date: 9/1988 Middle School Zone: NORTH DAVIE
Deed Book/Page: 001450208 Soil Types: EnB,MsC
Plat Book: 0005 Flood Zone:
Plat Page: 012 Watershed Overlay: DAVIE COUNTY
Building Value: 163570.00 Outbuilding&Extra 0.00
Freatures Value:
Land Value: 60000.00 Total Market Value: 223570.00
Total Assessed Value: 223570.00
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County of Davie,North Carolina,Its agents,consultants,contractors or employees from any and all claims or causes of action due to
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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 _ /�J�y'J Via =: - J j
Location �G` { •. �, ,-, - ���' �
= i _ -
�y
Subdivision Name mac. t'.� Lot No.. `a, � Z Sec. or Block No.
Lot Size ;1;l' House i Mobile Home — Business Speculation
No. Bedrooms �' No. Baths No. in Family
Garbage Disposal YES ❑ NO p' Specifications for System:
Auto Dish Washer YES NO ❑ _
Auto Wash Machine YES NO ❑ �Z)�j ���
Type Water Supply
`This permit Void if sewage system described below is not installed within 36 months from date of issue.
f
JOo
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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: 704-634-5985.
Final Installation Diagram: System Installed 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.
APPLICATION FOR SITE EVALUATION/IMPROVEMENTS PERMIT
Davie County Health Department
,L Environmental Health Section
P. O. Box 665
Mocksville, N.C. 27028
CONSTRUCTION SHALL NOT BEGIN UNTIL IMPROVEMENTS PERMIT HAS BEEN ISSUED.
Home Phone 919- 16 6- 407 2
1. Permit Requested By
U A&E : e -S Bus' ess Phone 919 7106- 60`7 9
2. Address
C�Yt ONS 22012-
3.
7d12-3. Property Owner if Different than Above
Address
4. Permit To: a) Installer Alter Repair
b) Privy Conventional Other Type—
Gr
ype
Gro nd Absorpti
C) Sub-Division #j-IV(/ 'Sec Lot No. �
5. System used to serve what type facility: House V Mobile Home Business
Industry Other
b) Number of people
6. a) If house or mobile home, sate size of horde and number of rooms.
House Dimensions X 30
Bed Rooms_-3 Bath Rooms 2 Den w/Closet O
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 2 urinals garbage disposal AJb
lavatoryshowers Z washing machine yE`�
• dishwasher sinks
8. a) Type water supply: Public—t/ Private Community
b) Has the water supply system been approved? Yes No
—
9. a) Property Dimensions
b) Land area designated to building site
c) Sewage Disposal Contractor
10. Do you anticipate any additions or expansions of the facility this sewage system is intended to serve?
What type?
This is to certify that the information UA0,A1,is correct to theb6j&t
estoff my knowledge.
12B'J
Date V Owner Signature
OWNER IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL LAWS
Allow 5 days for processing
Directions to property:
DCHD(6-62)
DAVIE COUNTY HEALTH DEPARTMENT
Environmental Health Section.
R O. Box 665
Mocksville, N.C. 27028
/� SOIL/SITE EVALUATION
Name— Date 9e-1" 7
Address Lot Size
FACTORS AREA 1 AREA 2 AREA 3 AREA 4
1) Topography/Landscape Position S S
PSS
6—)
PS PS
U U
2) Soil Texture (12-36 in.) Sandy, S S S S
Loamy, Clayey, (note 2:1 Clay) PS PS PS PS
Op (0 U U
3) Soil Structure (12-36 in.) S S S S
Clayey Soils CP _ S PS PS
U U U
4) Soil Depth (inches) S S S S
PS PS PS
(9-j u U U
5) Soil Drainage: Internal S S S S
PS PS PS PS
�! U U
External S S
PS PS PS
bSs
S
U U U
6) Restrictive Horizons ? -" ` L /
7) Available Space S / S S
PS PS PS
U U U U
8) Other (Specify) S S S S
PS PS PS PS
U U U U
9) Site Classification
U—UNSUITAALE S—SUITABLE PS—Provisional iv Sii)itahlP
Recommendations/Comments: ,�-
Described by r /C�� / Title Date
SITE DIAGRAM
DCHD 16.82)
nub p.amr Pealf4 �grurg
P. O. BOX 57
gorksl3ille, Worth (garulina 27028
OFFICE OF THE DIRECTOR TELEPHONE
704/ 634.5985
Site Evaluation for Lots 51 and 50
11/29/78
An escavator swatch cut out in rear central portion of Lot 51
to a depth of four feet. This soil profile had olive to pale
brown thick layersof clay. An underlaying layer of 2 to 1
shrink swell clay(thick layer) makes this lot unsuitable on
basis of soil texture and structure. Clay was massive dense
heavy variety. The projected permeability of this soil is
.poor.
The lots are heavily wooded in rear. It is felt a large
enough system can be designed (400 running feet ads a shallow
depth would suffice for a three bedroom house, Hut a restricting fabtor .
is the insufficient lot size.
/We believe a possible solution would be to combine
Lots 50 and 51 and install a very shallow system making maximum
use of evapotranspiration. Clearing of a sizeable number of
trees would be necessary for a system of this type to function
properly.
Trenco depth of conventional design would almost certainly
risk perch water saturation of ditches from subsurface sources
of, water trapped between layers of soil of differing permeability.