346 River Oaks Ln �
' OPERATION PERMIT o� i�e se n v
Davie County Heaith Department � �CDP File Number 120153-1
����'��. 210 Hos ital Street
, r � P Fs000000aios
P.O. Box 848 County ID Number:
��`a-"'� Mocksville NC 27028 Evaluated For: NEW
Phone:336-753-6780 Fax:336-753-1680 Township:
Applicant: Carlton and Wendy Terry Property Owner: Carlton and Wendy Terry
Address: 346 Rive�Oaks Lane Address: 346 River Oaks Lane
��Y� Advance �dY= Advance
State2ip: NC 27006 State2ip: NC 27006
Phone#: (336)940-5994 Phone#: (336)940-5994
Pro ert Location 8 Slte Informatlon
Address/Road#: Subdivision: Phase: Lot:
346 River Oaks Lane
Advance NC 27006 Directions
Structure: SINGLE FAMILY Hwy 64 East left on Hwy 801 go about 5 miles. Right
on Underpass road at Advance Florist. Go to Bailey
#ot eedrooms: Road on right in curve. Go toward end River Oaks on
#of People: (eft.
"'Water Supply: NEw vvE��
"IP Issued by. 2�a0-ntations,Robert "System Classification/Description:
`CA issued by:
Saprolite System? QYes QNo
Design Flotv: a 4 � Pump Required9
*Distribution Type: QYes QNo
Soil Appl�ation Rate: � _ 3 � 0 tPre Treatment:
Drain field
N drification Field S4'ft' 'SySi@ttl Typ@: �NFILTRATOR QUICK 4 STANDARD
No. Drain Lines a IfISt8A8f: Bnan McDaniel Grading
Total Trench length: a 0 0 �- Ce�tification#: ��18
Trench Spacing: _ Olnches O.C.
('�Feet O.C. =EHS: 214o-Nations,Roaen
T�ench Width: _ Qlnches
QFeet Date: � 3 / 0 4 / a 0 1 4
Aggregate Depth: inches
Minimum Trench Depth:
Inches
Minimum Soil Cover. Approval Status
Inches
Maximum Trencn oeptn: � Approved� Disapproved
Inches
Maximum Soil Cover:
Inches
� CDP Fiie Number 120153 - 1 County ID Number: Fs000000a�os
• Se tic Tank
Shoaf Lat. �
Manufacturer. -
Long:
STB: �60 -
Gallons:
1000 Installef: B��an McDaniei
Certification#: ��18
Date: 0 8 / 3 1 / a 0 1 3
'EH S: 2140-Nations,Robert
`Fiiter Brand: POLYLOK PL-525
ST Maricer: ❑ Yes ❑ No
Date: � 3 / 0 4 / a 0 1 4
Reinforced Tank: ❑ YeS ❑ NO
Approval Status
1 Piece Tank: ❑ YeS O No 0 Approved� Disapproved
Pump Tank
Manufacturer. instaner: •
PT: Certification#:
G ailons: "EH S:
Date: / � Date: � �
RiserSealed ❑ Yes ❑ No
RiserHeght: ❑ YeS ❑ NO (Min.6 in.)
Approval Status
einforced Tank: ❑ Yes O No Q Approved❑ Disapproved
1 Piece Tank: ❑ YeS ❑ NO
Supply Line
Pipe Si�e: 3 inch diameter Instaaer.
Pipe Length: 5 feet Certification#:
'Schedule: 40 "EH S:
Pressure Rated ❑ YeS ❑ No Date: � �
Approved fittings ❑ Yes ❑ No Approval Status
D Approved❑ Disapproved
Pump Type: Instader:
Oosing Volume: — Ge� Certification#:
Draw Down: Inches 'EHS:
'Chaa�: � �
Date:
Valves Accessible ❑ Yes ❑ No
Flow Adjustment Valve ❑ Yes ❑ N o
Check valve p Yes ❑ NO Approvat Status
Pvc unions ❑ Yes p No p Approved 0 Disapproved
Vent Hole ❑ Yes ❑ N o
Anti-siphon Hole p Yes ❑ NO
� CDP File Number 120153 - 1 County ID Number: F9000000a�os
Elect�ic E ui ment
NEMA 4X Box or Equivalent p Yes ❑ NO InstaAer.
Box 12 inches Above Grade p Yes ❑ NO Certification#:
Box Adj.To Pump Tank p Yes ❑ NO
Conduit Sealed p Yes ❑ NO 'EHS:
PumpManually0perable p Yes ❑ NO � ,
`Activation Method: Date:
Approval Status
Alarm Audible p Yes ❑ No p Approved O Disapproved
Alarm Visible ❑ Yes ❑ No
2140-Nations,Robert
*Operation Permit compieted by:
Authorized State Agent: %���'�`�" "'/" 0 / Date of Issue: 0 3 � 0 4 � a 0 1 4
This system has been instaqed in compliance w�h applicable NC General Statutes:Article 11�Chapter 130A, Rules for
Sewage Treatment and Disposa1.15A NCAC 18A.1900 eL Seq.,and aq conditions of the Improvement Permit and
Construction Authorization.This p�operty is served by a sewage septic system.
Rule.1961 requires that a Type septic system meet the following criteria:
Minimum System Review ByThe Local Health Depa�tment:
Management Entity:
Minimum System InspectionMlaintenance FrequencyByCertified Operator:
Reporting Frequency By Certified Operator:
Rule .1961 requires that a Type IV and V septic systems desgned fora home/business owne�must maintain a valid contract
w�h a public management entitywdh a certified operatoror a private certified operator forthe life of the septic system.
Rule.1961 requires that Type VI septic systems designed fora home/business owner must maintain a valid contract with a
public management entitywith a certified operator for the life of the septic system.
Rule.1961 (2)(e)requires a contract shatt be executed between the system owner and a management entrty priorto the
issuance of an Operatan Permit for a system required to be maintained by a public or private management entdy. unless the
system ownerand ceRified operator are the same. The contract shall require specific requi�ements fo�maintenance and
operation, responsibiities of the ownerand systems operator,provisions that the contract shall be in effect foras Iong as the
system is in use, and other requirements for the continued proper performance of the system. R shall also be a condition of
the Operation PeRnit that subsequent owners of the systems execute such a contract.
g• Hand Drawing Olmport Drawing .
**Site PIan/Drawing attached.**
' OPERATION PEBp�l1T
. Davie County Heaith Department CDP File Number: 120153 - 1
210 Hospital Street F90000004109
P.o.soxsas County File Number:
Mocksviile rvc 2�02$ Date: / /
Q Inch
Drawing Drawing Type: Operation Permit Scale: , . , pe�ock = .ft.
QN/A
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� " ' " ' CCINSTRUCTION For Office Use Only
' " AUTHORiZATION �CDP Fite Number 120153-2
�7��``� Davie County Health Department County ID Number: F90000004109
� ; '�' �`� 210 Hospit�i Street Evaluated For. NEW
� ,
°.�M;;,. P.O. Box$48 Township:
MOCkSVIII@ NC 27028 PERh11T VAUD UNTII:
Phone:336-753-6780 Fax: 336-753-1680 1 0 � 2 5 � 2 0 1 8
Applicant: Bili Cariton Terry,Jr Property Owner: Carlton Terry
Address: 107 N. Hemingway Court Address: 346 River Oaks Lane
CdY� Advance C�y: Advance
State2ip: NC 27006 State2ip: NC 27006
Phone#: (336)749-0413 Phone#: {336)940-5994
Propertv Location & Site Information
Address/Road #: Subdivisan: Phase: Lot:
346 River Oaks Lane
Advance NC 27006 Directions
Structure: SINGLE FAMILY Hwy 64 East left on Hwy 801 go about 5 miles. Right on
Underpass road at Advance Florist. Go to Bailey Road on
#of Bedrooms: 2 right in curve. Go toward end River Oaks on left.
�of Peopte: 2
'WaterSupply: NEwwELL
System Specifications
Minimum Trench Oepth:
Site Classificatbn: Ps 3 6 lnches
Minimum Soil Cover.
Saprolite System? QYes QNo InChes
Design Flow: 2 4 p Maximum Trench Depth: 3 6 Inches
Soil Applicatan Rate: � . 3 Maximum Soil Cover: Inches
*System Classificatan/Description: 'Distnbution Type:
7YPE II A CONV SYSTEM(SINGLE-FAMILY OR 480 GPD OR LESS) Septic Tank:
1 0 0 0 Gallons
"PfOpOSed Sy5t6t11: 25%REDUCTION 1-Piece: Q Yes Q N o
Pump Required: aYes �No OMay Be Required
Ndrfflcation Fietd
Sq. ft. Pump Tank: Gallons
No. Drain Lines 1-Piece: QYes QNo
Total Trench Length: 2 p � ft GPF11—vs-- ft. TDN
Trench Spacing: _ Qlnches O.C. Dosin Volume: _ Gaflons
oFeet O.C. 9
Trench Width: _ �Inches
Feet Grease Trap: Gallons
Ag�regate Oepth: inches
Pre-TrQatment: C�NSF OTS-I O'TS-II
SepticTank InstallsrGrade Level Required: Q� QII C,�III C,�IV
�,.,.,. , ..��
�CDP File Number 120153 - 2 Counry ID Number. F9000o00a�09
❑ Open Pump System Shec
Repair System Requi�ed:OYes O No ONo, but has Available Space
epair SYstem
T�ench Spacing: Q Inches 4.
'Site Classification: PS — Q Feet O.C.
Trench Width: Inches
Design Flo�v: 2 4 � _ (�Feet
Soii Applicatan Rate: � . 3 Aggregate Depth: inches
� Minimum Trench Depth: 3 6 Inches
'System ClassificatanlDescription:
TYPE II A COW SYSTEM(SINGLE-FAh11LY ORd80 GPD OR LESSJ Minimum Soil Cover.
Inches
Maximum Trench Depth: 3 6
'Proposed System: 25%REDUCTION Inches
Maximum Soil Cover:
Ndrification Field Inches
Sq. ft.
No. Drain Lines *Oistnbution 7ype: Gw�vmr-SERuu.
Total Trench Length: 2 � � ft Pump Required: Q'�es �No �May Be Required
Pre-Treatment: ONSF QTS-1 �TS-II
'Site Modlfications
No grading or construciion actNity is allowed in areas designated tor system and repair without approval of Health Department.
'Pe�mit Conditions
The issuance of this permit by the Health Department in no way guarantees the issuance of other permits.The permit holde�
is responsible for checking with appropriate governing bodies in meeting their requirements.
This Authorizatlon tor Wastewater Systen Construction shall bevalid tor a person equal to the period of wlidity ot the ImprovaneM Permi�not
to exceed fiv�e years,and may be Issued atthe sametime the Improvement Pertnit Iswed(NCGS 130A-336(b)}If theinstallation has not been
completed du�ing the perfod ot wlidiry of the Construction Pertnit the Iniormadon wbmttied in the appllcation for a permit or Constructlon
Authorization is found L�have been incorrect,falsified or changed,or�e site ls altered,it�e pertnit or Constrvction Authorization sh�ll become
inwlid,and mry be suspended or revoked(.1937(g)).The person owNng or controlling the system shall be responsible for assuring oompliance
wlth the laws,n�es,and permit condiUons regarcling system locatlon,Inslallatlon,opention,maintenancg moni�oring,reportfng and r�air
(1938(b)).
ApplicanULegal Reps. Signature Required? OYes UNo
ApplicanULegal Reps. Signature� Date: � �
"Issued By_ 224a-Daywalt.And�ew Date of Issue: 1 0 / 2 5 � 2 0 1 3
Authorized State Agent: f�laliunction Log pYes
(�Hand Drawing C>Import Drawing TotalTime:(HH:��1t�ta
**Site PlanlDrawing �attached.**
Page 2 of 3 � � Hours, 3 0 f.t inutes
' ' ' ' � CONSTRUCTION AUTHORIZATION 120153 - 2
• . - Oavie Counry Health Oepartment CDP File Number:
210 Hospital Street F900000D4109
P.o.sox sas County File Number:
Mocksville NC 27028 Date: 1 0 / 2 5 / 2 0 1 3
Q Inch
Drativina Drawing Type: Construction Authorization Scale: . . , OBioc�c =
Q N/A
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' � IMPROVEMENT PERMIT Fo�o��useon�y
� `CDP File Number 120153-2
• ��"Z� Davie County Health Department
� ��.�.� 210 Hospital Street County ID Number: F90000004109
� � P.O:Box 848 Evaluated For: NEW
•�,� ;::
Mocksville � � NC 27028 Township: ,
Phone:336-753-6780 Fax:336-753-1680
PERMIT VALID UNTIL: 9�25/2018
*NOTE TO INSPECTIONS DIVISION: Building Permits cannot be issued with this Improvement Permit. -
Applicant: Bill Carlton Terry, Jr Property Owner: Carlton Terry
Address: 107 N. Hemingway Court Address: 346 River Oaks Lane
City: Advance City: Advance
State2ip: NC 27006 State2ip: NC � 27006 �
Phone#: (336)749-0413 Phone#: (336)940-5994
Pro e Location & Site Information
Address/Road#: Subdivision: Phase: Lot:
346 River Oaks Lane
Advance NC 27006 Directions
structure: SINGLE FAMICY Hwy 64 East left on Hwy 801 go about 5 miles. Right
#of Bedrooms: 2 on Underpass road at Advance Florist. Go to Bailey
#of People: 2 Road on right in curve. Go toward end River Oaks on
left.
*Water Supply: NEW WELL .
S stem S ecifications
Initial S stem � �
`Site assi ica ion: PS
Minimum Trench Depth: 3 6 Inches
Saprolite System? �Yes �No Maximum Trench Depth: 3 6 � _
� - Inches .
Design Flow: a 4, 0 Septic Tank: 1 � 0 0
Galtons
Soil Application Rate: 0 . 3 1-Piece: 0 Yes �No �
� Pump Required: �Yes �No �May Be Required .
"System Classification/Description: �
TYPE II A.CONV SYSTEM(SINGLE-FAMILY OR 480 GPD OR Pump Tank: Gallons
*Proposed System: 25%REoucTioN 1-Piece: � O Yes �No
Repair System Required:�YeS O No ONo, but has Available Space .
Repair Svstem � �
*Site Classification: PS Minimum Trench Depth: 3 6 Inches
Soil Application Rate: 0 . 3 Maximum Trench Depth: 3 6. Inches
*System Classification/Description: Pump Required: � QYes �No O May be Required
TYPE II A.CONV SYSTEM(SINGLE-FAMILY OR 480 GPD OR
' LESS) .
`Proposed System: 25°�o REDUCTION
Page 1 of 3
, . .
CDP File Number 120153 -2 - Counry ID Number. Fs000000a�os
. *Site Modifications ❑ Open Fill Sheet �
� No grading or construction activity is allowed in areas designated for system and repair without approval of Health Department:
*Permit Conditions
The issuance of this permit b�r the Health Department in no way guarantees the issuance of other permits.The permit holder
is responsible for checking with appropriate goveming bodies in meeting their requirements.
Site Plan rne Improvement Permlt shall be valid for 5 years from date of issue with a site plan(means a drawing not necessarily drawn to
� scale that shows the existing and proposed property lines with dimensions,the location of the facility and appurtenances,the
site for the proposed Wastewater system,and the location of water supplies and surface waters). .
Plat The Improvement Permit shall be valid without expiration with plat(means a property surveyed prepared by a registered land
O surveyor,drawn to a scale of one inch equals no more than 60 feet,that includes:the specific location of the proposed facility
and appurtenances,the slte for the.proposed Wastewater system,and the location of water supplies and surface waters. Plat
also means,for subdivisfon lots approved by the local planning authority and recorded with the county register of deeds,a copy
of the recorded subdivisions plat that is accompanied by a site plan that is drawn to scale).
The Departrnent and Local Health Departrnent may impose conditions on the issuance and may revoke the permits for failure of
the system to satisfy the conditions,the rules,or this article.This perrnit is subject to revocaUon if the site plan,plat,or intended
use changes(NCGS 130A�35(�).The person owning or controlling the system shall be responsible for assuring compliance
� with the laws,rules,and pertnit conditions regarding system location,installation,operetion,maintenance,monitoring,
reporting,and repair(.1938(b)).
ApplicanULegal Reps.Signature Required? �YeS �NO � _ •
ApplicanULegal Reps.Signature: • Date: � �
'Issued By: 22`t4-Daywalt.�,a�ew Date of Issue: 0 9 I � S / a 0 1 3 .
. OValid without Expiration?
Authorized State Agent: �C�eSte CA?
�
�Hand Drawing .Olmport Drawing �
� **Site Plan/Drawing attached.** Total Time:(HH:MM)
� 0 1 Ho�� 0 0 Minutes
� Page2of3
� Activity Code: S-4-IP'S issued:new,valid for 60 mos.
� IMPROVEMENT PERMIT 120153 -2
Davie Counry Health Department � CDP Flle Numbel':
210 Hospital Street F900o0004109 �
P.o.Box sas County File Number: .
Mocksville rvc 2�o2a Date: / /
. �Inch
Drawin� Drawing Type: Improvement Permit Scale: , , O Block
. . 0 N/A J ft.
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Page 3 of 3 .
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� �
IMPROVEMENT PERMIT �
Davie County Health Department �
210 Hospital street � �. CDP File Numbe►': 120153-2
P.O.Box 848 • F90000004109
Mocksville NC Z�o2s County File Number:
� Date: .0.9,� .a.5. �.a.0.1.3.
Click below to import an image from an external location:Drawing Type: Improvement Permit
. Page 3 of 3 � P 1 P2
/
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APPLICATION FOR SITE EVALUATION/IMPRUVEMENT PERMIT&ATC �
�� Davie County Environmental Health
��a '��` P.O.Boa 848/210 Hospital Street
v Mocksville,NC 27028
✓��,, 3 (336)753-6780/Faa(336)753-1680' , �
�. ` Applicahon For. Site Evaluat�on/Improvement Permit Authorization To Construct(ATC) Both ��
Type of Application: New System Repair to Existing System Expansion/Modification of Existing System or Faciliry �
•••IMPORTAN7"��THIS APPLICATION CANNOT BE PROCESSED UNLESS ALL OF THE REQUIRED
INFORMA7'[ON IS PROVIDED. Refer to the INFORMAT[ON BULLEITN for instructions.
APPLICANT INFORMATiON
Name l��/� ��I� Contact Person
�'w Ifr,.?�.,�.y Address d Home Phone
��-9 Ho•Sf 9Y
City/State/ZIP /{v(�awc� NC ���6 Business Phone
336• 3�!9-o y/3
Email J/4�gCTP_ y/�DTF� �/�T
EmaiI:QTR�PEoP[E� yifUi�?-`Y.If/�
Name on PermidATC if Different than
Above
Mailing Address City/State/Zip
PROPERTY INFORMATION �Date House/Facili Comers Fla ed ' 3
NOTE: A survey plat or site p18n must accompany this application Included: Site Plan Plat(to scale)
(Permit is valid for 60 months with site plan,no e�cpitation with complete plat.)
Owner's Name G Q �./�-e Tc�r r � Phone
Number D g 9 n /'- / ,, n
Owner'sAddress� ��F/Ir ��i,t5.5 (..(L/�/� City/State/ �q���Oo�O /�07
Zip 2''?�a�� Propecty 6
Address City
Lot Size �.�L Tax PIN# �,9 ��S q o q/ �, �� ��
Subdivision Name(if applicable) Section/Lot#
Directions To Site:
If the answer to any of the following questions is"Yes",supporting documentation must be attached:
Are there any existing wastewater systems on the site? �es No
Does the site contain jurisdictional wetlands? Yes N�
Are there any easements or right-of-ways on the siteT _Yes ✓No
Is the site subject to approval by another public agency7 Yes t�o
Will wastewater other than domestic sewage be enerated? Yes N
IF RESIDENCE FILL OUT TI�BOX BELOW
#People Z� #Bedrooms 2 #Bathrooms��` Garden Tub/Whirlpool Yes N
Basement: Yes Basement Plumbing: Yes No
IF NON-RESIDENCE FILL OUT TI�BOX BELOW
Type of FacilityBusiness Total Square Footage of Building #People
#Sinks #Commodes #Showers #Urinals
Estimated Water Usage(ga(lons per day) (Attach documentation of similaz facility water
consumption)
FOODSERVICE ONLY: #Seats
Type system requested: onventional Accepted Innovative Altemative Other
Water Supply Type: County/City Water New Well Existing Well Community Weli
Do you anticipate additions or expansions of the facility this system is intended to setve7 Yes �9J
If yes,what type?
Signgiven Yes No Account# ��`����
Revised 11/06 � Invoice# /��,/�
C.��� Z 0�53 -� Z- `f� �`�I
l /
�, • '
'� ' .
This is to certify that the infortnation provided on this application is true and correct to the best of my lrnowledge. I understand
that any permit(s)or ATC(s)issued hereaRer are subject to suspension or revocation if the site is altered,the intended use
changes,or if the information submitted in this application is falsified or changed. I hereby grant right of entry to the Authorized
Representative of the Davie County Health Department to conduct necessary inspections to determine compliance with applicable
laws and rules. I understand that I am responsible for the proper identification and labeling of property lines and comers and
locating and flagging or staking the house/f 'ity location,proposed well location and the location of any other amenities.
� Site Revisit Charge
Date(s):
Property o s or owner' gal r sen ve si e Client Notification Date:
� O�� � EHS:
Date
Sign given Yes No Account#
Revised 11/06 Invoice#
' ', ' ' ' �`��
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x $aAey Road
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+ca� (3dl Caitcn tary.Jr. '+"�p
� W��t� �'.-r
Peoples Geek Road DD 875 f G?bk ��
pIN;5890059091
VICINITY MAP NTS �i� r��t 2,t�II pG 69
\� a 9��e'' pQ
\ \ A��tQ.�s e� •�S,
\ �e 1� 2`Ij:�9 �`
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°\ �\\� � �.r
6,�s
� T \ �\ r S 69'16'40'E 322.71' �R
��s�„�l �. R
2?9�F �'�,'3' � o
\ ���cP' ��• � � �
EIR _�'o �
/ �� 122.7' �
1 m� � �
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�u` ,n
/ �ca / �
1�6, � N
Tract 2a y
� � 2.864 Acres
aw�.i�r� g P�d I 24,7C5 Sc�. R
1713 895 f'G 264 �'� G I'�e --�� [3tl1 Ca�lta,fem�.Jr�
pIN:5890059091 ��
tract 2,f'C3 II f'G 69 �. � ���G�,�
� , '�� �3 \ PIN:5890059091
� �— '�e' y"�� tract 2,Pfi II f'G 69
/_.. _ ` /\ ,�.,� �
�� \ � � � �
/ �y •� � � � � o� / � \
+18.0 16.0' `� / h N
220 \ h {.� P�°p°'ed �
� 33.7• � / � Gange g
w \ 1 00' �
I � 6asting 2 story o I / \� 4 36.00
o under constrvcGon
/ �R �GARAGE DETAtI /
\ 97.0' � (not to xale�
\ �
� oera� � SITE PLAN FOR
(not to xale)
� B ill C arlton Te rry, Jr• I ccrtify that this map was drawn
under my supernsion from an
� - - � Wendy Joyce Terry actual survey made under my
supernsion(DB 900 PG 523);
346 River Oaks Lane that the relabve positaonal
Shady Grove Township, Davie County �ra�y of the 5urvey is 0.04:
NORTH CAROUNA and that this map meets the
Standards of Practice for Land
100' S0' 0 100' 200' 300� Surveying�n North Carolma
(21 NCAC 56.1600).
REVISED: 09�11�13 — �� DAiE ,1p9 �I pRAWN ProFessional L�nd Surveyor
Added garage �-=�00' 04/19/13 0255 JCA/MCF
����
LEGEND �`�� ► �,�
EIR D(ISTING IRON KOD �CS �
PIN PARCEL IDENTIFICATION
NUMBER
NTS NOt 70 SCALE L A N D S U R V E Y I N G
Notes: Allen Geomatics. P.C. (C-3191)
I. PIN:5890 1 4 5 904 P� BOX 89, Advance. NC 27��6
2.DB 900 P6 523 (336) 782-3796
3. Lot 2a,PB I I PG 69 www.AllenGeomatics.com
� Appraisal Card Page 1 of 1
. � �
'� • , ,
�
DAVIE COUNTY NC 9 19/2013 30:22:14 AM
� ERRY BILL GRLTON)R TERRY WENDY JOYCE Retum/Appeal Notes: F9-000-00-041-09 �
46 RNER OAKS LN UNIQ ID 968300 SPLiT FROM ID 968256
2515734 NN:01-NEW BUILDING ID N0:5890145904 Q
. COUNiY TAX(100),RRE TAX(100) CARD NO.1 of i �
eval Year:2013 Tax Year:2014 2.664 AC BNLEY RD TRACT 2A 2.864 AC 2.864 AC SRC� �
ralsed b 17 on OB 03 012 07003 VEOPLES CREEK RD 7W-07 C- EX- AT- LAST ACTION 20130917 ;;i
CONSTRUCiION DETAIL MARKET VALUE DEPRECIATION CORRELATION OF VALUE 'T
F
oundatlon-3 UC Under 0.8000 . �
ntinuous Footin 5.0 onstrvc[ion {
C.
ub Floor System-4 ER.�� BASE Standard 0.0000
� $•� 5 MO Area UA RA7E RCN EYB AYB REDENCE TO MARKEf �
Merlor Walls-21 �
ate 6rick 34.0 01 Ol 6 455 134 93.60 0547 01 Ol %GOOD 80.0 EPR.BUILDING VALUE-CARD 484 38
ooMg SWc[ure-03 TYPE:Single Family Residen[ial Single Family Residential EPR.OB/XP VALUE-GRD ,y
ble S.0 ARKET LAND VALUE-CARD 32,41 O
5T0 WES:3-2.0 S[ories OTAL MARKET VALUE-CARD 516,79 Z
oofing Cover-03 . p
hatt or Com Itlon Shin le � 3.0 -
nterbr Wall Constnxtton-5 . OTAL APPRAISED VALUE-GRD 516,79
all Sheetrock 26. OTAL APPRAISED VALUE-PARCEL 516,79
nterbr Watl Construdion-6
ustom Interior OA �
nterlor Floor Cover-12 OTAL VRESENT USE VALUE- 486,02
aMwaod 50.0 26� ARCEL
nteAor Floor Cover-14 r OTAL VALUE DEFERRFD-VARCEL 30,77
q ���S� OTAL TAXABLE VALUE-PARCEL 486,02
o.o Z�� R1S 16'
eaurg FuN-04
IecMc 1.0 ZZ' PRIOR
1433� UILDING VALUE
eaGng Type-10 39, BXF VALUE 22,33
eat Pum 4.0 ND VALUE
r Conditionfng Type-03 �� (.$�' ' 1j2� RESENT USE VAIUE
ntra� a.o 28'0 f8E
rooms/BaNrOoms/Half-Bathrooms - EFERRED VAWE
z2,42� 1 OTAL VALUE 22 33
/a/i 19.0o gp5 3��,
rooms
-2FU5-3LL-0 � ¢2'
G� ' �t 9
5�2FUS-2LL-0 CERMIT e
alf-Bathrooms . � CODE DATE NOTE NUMBER AMOUNT =
-1 Fus-o LL-0 1��PT�� Z�� �
(flce � 40' q.�' OUT:WTRSHD: o
AS-0 NS-0 LL'0 �' . . Z2� U�� SALES DATA o
OTAL VOINT VALUE 122.00 . b` IO FF• NDICAT �
BUILDING AD7USTMENTS . . YL� ECORD ATE EE SALES o
ize 3 Size 0.870 `� 15 00 PAG M R DE VR2CE e
ha Desl 4 FACTOR 4 1.050 �
0900 523 8 01 WD E V �
uali 4 ABAVG 1.200 � �
�
OTAL AD]USTMENT FACTOR 1.10
OTAL QUALiTY INDEX 13 � HEATED AREA 5,396
Click on image to enlarge N07es
PLiT PER PLAT-2012
SUBAREA '- UNIT ORIG% SIZE ANN DEP % OB/XF DEP
GS OD UA DESCRIPTIO T N VRICE COND BLDG / FACT Y EY RATE V COND VALU
TVCE AREA %RPL CS OTAL OB XF VALUE �
AS 3 49 10 32773 � � .
GD 58 2476 � ' � �
OP 38 3 1275 � .. " ' . .
P 4 1519 . �ti � ,
S 1 90 16058 � �
O 70 328
BM 3 0 2 5749
DD 19 2 365 ��
IREPLACE 1-None .
UBAREA
OTALS 10,7 5,47 �
UiLDING DIMENSIONS BAS=516W35515W16WSW16N7W22N16ESN22E42N7E2856E2515E20Area:3494;FOV=53W8N3E8Area:24;FGD=N28W22513E2535E20Area:586;WOD=N7E2
857W28Area:196;FOP=514W26N14E26Area:364;F5P�W23536E5N22E16N14Area:404;UBM=544WIOSISW40N7W22N16ESN22E40N7E20N7E7Area:306 .
�PTO�W60514E40N7E20N7Area:700•FUS�N22E22N24E2657W459E28516W33514W39Area:1902•TotalArea:10734
ND INFORMATION �
TMER AD7USTMENTS TOTAL
IGHEST AND USE LOGI FRON DEPTH/ LND COND ND NOTES OA LAND UNIT LAND UNT TOTAL ADJUSTED UND UND
EST USE CODE 20NING TAGE EPT SIZE MOD FAGT RF AC LC TO OT TYPE PRICE UNITS TYP AD75T UNIT VRICE VAIUE NOTES �
URAL AC 0120 0 0 1.5240 4 0.7500 10-15+00+00+00 pD 9,900.0 2.8 AC 1.14 11,315.7 . 3240 � �
OTAL MARKET LAND DATA 2.8 32 41 �
GRIII 5210 0 0 1.0000 5 1.0000 590.0 2.5 AC 1.00 590.0 151 �
RSTI 6110 0 0 1.0000 5 1.0000 415.0 0.30 AC 1.00 415.0 12
OTAL GRESENT USE DATA 2.8 1 64
http://maps.co.davie.nc.us/ITSNedAppraisalCard.aspx?parce1=F90000004109 9/19/2013
y
• � f � �
, " DAVIE COUNTY HEALTH DEPARTMENT
� Environmental Health Section �
� SoiliSite Evaluation
APPLICANT INFORMATION PROPERTY INFORMATION
River Oaks Lane
Bill Carlton Terry,Jr F9-000-00-041-09
336 940-5994 2.864 AC
Water Supply: On-Site Well '��- Community Public
Evaluation By: Auger Boring Pit f�. Cut
FACfORS 1 � 4� � , 4 5 6 7
Landsca e sition j�
Slope% a/0 �Q.
HORIZON I DEPTH _ „ p d��,,
Texture grou � 1!. k: .p"ct�.C"( �° .�.
Consistence ^„�,;
Structure �bC �«;
Mineralo ,��w f
HORIZON II DEPTH �;,..••�'�" •!,/
Texture rou � _
Consistence (`:�
Structure ���
Mineralo 1:► �
HORIZON III DEPTH
Texture rou
Consistence
Structure
Mineralo
HORIZON IV DEP'TH
Texture rou
Consistence
Structure
Mineralo
SOIL WETNESS
RESTRICTIVE HORIZON
SAPROLITE
CLASSIFICATION !� .
LONG-TERM ACCEPTANCE RATE .� � �
SITE CLASSIFICATION: �S EVALUATION BY: •
LONG-TERM ACCEPTANCE RATE: � � OTHER(S)PRESENT:
� �� .
REMARKS: Q, > f
LEGEND
j.andscane Position .
R-Ridge S-Shoulder L-Linear slope FS-Foot slope N-Nose slope
CC-Concave slope CV-Convex slope T-Terrace FP-F1ood plain H-Head slope �
T.�xLulg .
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
ANSISTF.N . .
M�iS�
VFR-Very friable FR-Friable FI-Firm VFT-Very firm EFI-Extremely firm
� �
NS -Non sticky SS -Slightly sticky S -Sticky VS -Very Sticky
NP-Non plastic SP-Slightly plastic P-Plastic VP-Very plastic
� r� jr •
SC-Single grain M-Massive CR-Crumb GR-Granular ABK-Angular blocky �
SBK-Subangular blocky PL-Platy PR-Prismatic
Mine alogv
1:1,2:1,Mixed
LI�
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)
T TAR -T rinv-trrm ac�rntanrP ratP_ oallrlav/ft� rnTrr�nrrne m___•. +.