A31 179. � � � � � Od p� .
Aaalieatlon Da�: 7'�"� 6 ��.� ,�O� Tax Mau #:
Amount Pald: a20�a � �
Reast � 7 D 3�i- �� Paresl #:
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Pe� �,� bv: co�,,,�����. �: J neU a- Sh���� � 1��r
Hame Pfione:3�6-36�y-�9 73 • Address� 'l056 Jo n�aXa�_ _ ___
Business Phone: 5�`1 � 7ab a • �-i�;l pJCv ,11�C a7�"?3 3.
�e51P �t 19—.�— vc,7t
Nartle and�ddt8s8 Of nt aWR6r: ' r' i�n 5
� '�rl GY
3� -Property Description: Lcrt size: ,%C�U� Township: � Subdivisian: Lat�
DirectIo�s to the Property (induding road names and numbers}: _ ^ .
4) proposed Use d Structure Description: answer each of the following questions:
_. a) � Proposed � Ex�stinn9 _, TYPe af � Struc�ure: ��-t ?� f3 u� 1-�– Width: Depth:
••' b) Number �f Bedroo � Number af occupar�ts or people to be 3� -
•' c) Basemer� Yas�Wo _ WUI th�e. be plumbing in the basemenYl'_��� !
. . d) 6a.cbage t}isposai:lfQs , No ✓ _ .
�} Watgr Su}�Phl �IPe: Private ✓(new ✓ or ex3sting�, Pubiic . CammwuiY •�9
. � Are any wells on adjoining propeKy? Yes No _ ti yes, please indicate appro�amate loc�tiori on the
.sibe pian. • .
� poes ycur praperty catrtaln previousiy identiiied jurisdlGtlo�i wetlands? Yes_ No ✓
PLEASE NOTE THE FOl.LOWING: '
➢ A PLAT OF THE PROPEiZTY OR SiTE PLAN MUST BE SUBA�7'fED WRH THIS APPLICATION.
➢ PROPERTY UNE3 AND CORNERS MUST BE CI.FARLY MAR14�. •,
➢ THE.PROPOSED LOCATION OF ALL STRUCTURES MUST BE STAi�D OR Fl.AGGED. �
➢ THE SITE MUS'fi �E REF�DILY ACCESSiBLE FaR AN EVALUATiON BY THE HEALTH DEPARTNAEiVT
STAFf. ' .'
i hereby make aQpllcatl�n..to #he Person County Heaith Oepartrnent far a site evaluation for the on-sits sewage disposa!
system for the above-desc�ibed proQerty. 1 agree�that the cantents of this application are true and represerit the ma�rimum
faciliiies to be piac8d on the property. i understand ii the siis is aitered or the irrtended use ct�anges, the permii shaU
6e�me irnalid.
Owner or Legai
�-J�'U%
Date
or�.�n � t161271�2.
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1�° an.�9-n��m„-n �,r,i-n <�]��.�.�. �'1LaL.SI,�.tE�
T�x �V1a�� � �rc�e-f � °
Su�bd�ivision
Ph��se,Sect,i�an.'Lot �
P�rmit Valid for
Type of Facility: .
# of Occupants �r
Proposed Wastew
Proposed Repair:
Conditions:
Owner or Legal l
Authorized State
� # of B
System: _
Iffipravement �'ermit
1�To Ezpiration
1T
New Addition �ater Snpp�y �_
s Projected Daily Flow �$D g.p.d.
°� � Type: � —
. � Type:
�l o � , �'( �` .- -
0
Date: .S�•.30 • �g
Date: $-7-070
The issuance of this permit liy�the Health Department in does not guaiantes the issuance of other permits. If is the responsibility of the
applicant/property owner to in sure that aIl Person County Planning and Zoning and Building Inspections requirements are met This
Impcovement Permit is subject to revocation if the site plan;'pl'at''oi the intended use changes. 'She Improvemeat Permit is not
a�ected liy a change in ownership of the property. This permit was issued in compliance with tt►e provisions of the North Carolina: :
`Laws and Rules for Sewa�e Trermnent and Disnosal Svstenss' (15A NCAC 18A .1900). Neither Person �oun.ty� nor='.:'the.` �=
Environmental �Health Specialist warrants that the septic t�ank �ystem will continue to function satisfactorily in the futnre or'thaf
the water supply will remain potable. � � _
� Authorization to Construct Wastewater 5ystem (Required for Building Pernnat)
* See site plan and additzonal attachments ( ). �
Proposed astewater System: ZS% 'I�pe � Wastewater Flow ��'�g.p.d.
�� � SQil L'C Alr � 22GS g.p.dJ ft 2
New � Repau' Expa�s .
TypeofFacility: ,�i�r��-e rsi�ic� Basement_ es_No .
�Vastewaier System Res��rements
7f ank Size: Septic Tank: � 1 D DU gal Pnmp Tank:-g� Grease Trap: ^�'al
Drainfield: Total Area: �o� sq ft TotaY Length �, ft � 1V�a�mum Trench Depth �an
- o.e.
Trencl� Width � ft Nlinimnm Soil Cover: �_ in Minimum Trench Separation: �_ ft
Dist�ibution: _ V Distribution �oz Serial,Distribution Pressnre 1�Ianifold .
��
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Authorized State A.gen . Date: 8'– 7. ���
Permit Expira � Date: �1–J–/l l
The type of system pernutted is Conventional v Accepted Alternative. I accept the specifications of the
p�• � -�C.+l� � . � �' _" _ _"(/
�ei�/Lagal �tEp�esantative: Date:
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CHARLES G. DACUS `�j�-1�-1 �S�"Z '
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ln5tallerl.By: i-Ar�a�d��� 'C', Date:• �-Z���/ .
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O��vne:-1App{iccr�t � � S�bd�,ision A1 A-
AddressJL�c��ion Se�lPhas� Lnt � �
d����. �'�n� �ni�a����� �9oi�ar�c����a a�� In��� d� .
State�ID/date - 7-//- Trenci� �df9� � 3 fi ,TS. -2y-c�
Ca aci — o al. i � � Trenc� De�t� y in: ,,�
Tee and Fil�e� - • � Tre�ct� Le� 0 ft.
Baf�e � Trenct� G�ade � �
Sealant Tre�cf� S aczn �
Riser (ifi apc�iicable � Roc� De tii and Qual' �
�'an� Ou�ef Se�l Daens/S� do�nm� etc. �
Pem-tanent iUla�er Pressure Laterals � ' �
Pusn� ��#� • Hoie Spacing � . �
ISe�i�nt
Riser
Water�Tight � .
' � P�sm�
Ct�ec4c VaIvelGaie V«ive
nti-s�o an o e
,Afarm (visable and audi�ie)
��ectrical Comporten�is
Rate (gpm) . .
Approve�9 Pump iViode�
Bioc� Unde� Pump �
Pump Removal �Ro�elCt�ain
. � D'as��aa�oet: S�r�a
Serial ❑isiribution �- �
Pressure IU��nnod
Lnw Pressure Pipe
A�pr. �'ip� 11At�te�iai and Grad�
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0
Sleave
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Fram� vVelts �
From Prapecty (ines
StruciuresBasetnenis � �
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S�r#ac� Wa#ers
Public Wa#er Suppiies
Ve�tical Ct�is (�2 �t.)
U�ater unes
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�wner: �e � � � � e Well Log 3 I
vr' Tax MaP � Parcel #.� e
Lr�cat�on: � � ,�
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i:�7�1 Vi830r1. �"�-..-•�
IAL� '�..�..
W'e.�1 �onttructioa
Dist�nce Fn�r� neanst Pruperty Lime (Mini�mum 10 fe�t) _t D�
Dist�ce frvm �aptic System (Muumum 60 feec) o �'"
TotaI Depth: �c �� ft Yicld: 2� ____ GPM Stutic Watcr I.�vcl: �Q� g
Water Bearing Zor�es: Depth f} �} � ft
1� � �.`
c�.��$: �� �
Dep�b: From �_ to 6 ft. Diamctd :� in
Typa; Ga�lvanixet3 Stecl
�`p8ht: �'I�ickaeas: - Height �bav� Cmnund• i �
Usive Shoe: Yes .ihu Any problems �c:ountercd while setting r.asing? �Yes No
i� "y�s" give re�9au•
Grout:
.Ur�t: SaucUCemeni Canc�ete GraveUCenaer�t
Annular S�Sacc Width ,� inches Water in Aanular Space r Ycs No
'.1�cih� oi Groui: Pwnps�i .___.V Pressus� _ Pow�ed I3epth to � Ft.
'_�v1xi��i�►�a iJ�ed: -
No. B�g,� Portland cemeat Weig�t oi l Bag ._.._, Pouads�
if mixture (sand, grav�l, cutting�) — Ratio to
II3 plaus: � Ye9 � No 4 x 4 sl�mb ____ Yr� _,_,_ No
Drillio� Lug Locatioa Drawirig
I hereby certify th�t e3z� above informaric�n is correct �nd that this well was canstructeci in accorcf�t�,ce w�ith reguiations
sat farth by -.he Pe'rson County H th I�eg �nt.
Si�nstture nf l~OIIi�"XG�AP _ �O IL ��,�� Date��� � D �� lt rc^
PCHD rev 1 5. F
North Carolina State Laboratory of Public Health
Department of Health and Human Services
P. O. Box 28047 -- 306 N. Wilmington St. -- Raleigh, N. C. 27611-8047
INORGANIC CHEMICAL ANALYSIS - PRIVATE WATER SYSTEM
M�
Name of System: gishop, Ruth Source of Water: �� �. �' 2
Address: Union Grove Ch Rd
Zip:
County: PERSON
Report To: Person Co. Health Dept. ATTN:
325 South Morgan Street Ste C (336) 597-2371
Roxboro, NC 27573
Courier: 02-33-15
Collected By: J WILEY Date: 12/10/2008
Location of sampling point: Outside spigot
Source of Sample:
Type of Sample:
Type of Treatment:
Type of Analysis Private
Time: 1:00:00 PM
Remarks: Permit # ABi - 179
Parameters Results Units Date Analyzed:
Silver <0.05 mg/I `` 12/11/2008
Alkalinity as CaCO3 54 mg/I , 12/11/2008
Arsenic <0.001 mg/I 12/11/2008
Barium <0.1 mg/I 12/11 /2008
Calcium 11.6 mg/I 12/11/2008
Cadmium <0.001 mg/I 12/11/2008
Ch rom ium <0.01 mg/I 12/11 /2008
Copper <0.05 mg/I 12/11/2008
Fluoride 0.32 , mg/l , . 12/11/2008
� Iron ` 2.76 � . . , ,� /mg/I 12/11/2008
Hardness as CaCO3 (Ca,Mg) . 43 _ mg/I 12/11/2008
Mercury <0.0005 mg/I 12/11/2008
� Magnesium 3.4 ' , . . �-ng/I 12/11/2008
�Manganese 0.69 mg/I 12/11/2008
Sod i u m 11 m g/I 12/11 /2008
Nitrite as N <0.10 mg/I 12/11/2008
Nitrate as N <1.0 mg/I 12/11/2008
Lead 0.013 mg/I 12/11 /2008
pH 6.7 Std. units 12/11/2008
Selenium <0.005 mg/I 12/11 /2008
Zinc 0.84 mg/I 12/11 /2008
Date Received: 12/11/2008 Report Date: 1/5/2009 Reported By: S
Today's Date: 1/8/2009 Ref: 17512 Login Batch rpg�20033 s Sample Number: A68 620
m
Explanations
Coliform Analysis:
If coliform bacteria aze Absent, the water is considered safe for drinking purposes. If
coliform bacteria are Present, the water is considered unsafe for drinking purposes.
Presence of E. coli (bacteria) generally indicates that the water has been contaminated
with fecal material. It must be remembered that a water analysis refers only to the
sample received and should not be regarded as a complete report on the water supply.
Inorganic Analysis:
Recommended limits for drinking water. Sample should not exceed levels listed
below.
Alkalinity
Arsenic
Calcium
Chloride
Copper
Fluoride
Hardness
No established limits
0.01 mg/1
No established limits
250 mg/1
1.3 mg/1
4 mg/1
No established limits
Iron
Lead
Magnesium
Manganese
Nitrate
Nitrite
pH
Zinc
0.30 mg/1
0.015 mg/1
No established limits
0.05 mg/1
10 mg/1(as N)
1.0 mg/1(as N)
Not less than 6.5 units
5.0 mg/1
. • r
North Carolina State Laboratory of Public Health
Department of Health and Human Services
P. O. Box 28407 - 306 N. Wilmington St. - Raleigh, N. C. 27611-8047
COLIFORM ANALYSIS - PRIVATE WATER SUPPLY
Name of Owner or Tenant: Bishop, Ruth
Address: Union Grove Ch Rd
County: Person
ZIP:
Source: Well Type of Sampling Point: Outside spigot
Collected By: JW Date: 12/10/2008 Time: 1:00 PM
Signed By: Wiley, Jonathan Analysis Type: Private
Report To: Person Co. Health Dept. `
325 South Morgan Street
Roxboro, NC 27573 (336) 597-2371
BACTERIOLOGIC ANALYSIS � �
CONTAMINANTS RESULT
Total Coliform (ColilertRoutine) Present
Fecal/E. coli Absent
Sample No: AB15380 Date Received: 12/11/2008 Time Received: 8:40:00 AM
Date Reported:12/12/2008 Today's Dates. 12/1�/2008
`y`�- /
Comments: New well permit # AB1 - 179 `
_�;�- �
Person Co. Health Dept.
ATTN: Wiley, Jonathan
325 South Morgan Street
Roxboro, NC 27573
Courier 02-33-15
OF `� V�;�
�,�,,; Ct��� —�
`�\ �8 /
Explanations
Coliform Analysis:
If coliform bacteria are Absent, the water is considered safe for drinking purposes. If
coliform bacteria are Present, the water is considered unsafe for drinking purposes.
Presence of E. coli (bacteria) generally indicates that the water has been contaminated
with fecal material. It must be remembered that a water analysis refers only to the
sample received and should not be regarded as a complete report on the water supply.
Inorganic Analysis:
Recommended limits for drinking water. Sample should not exceed levels listed
below.
Alkalinity
Arsenic
Calcium
Chloride
Copper
Fluoride
Hardness
No established limits
0.01 mg/1
No established limits
250 mg/1
1.3 mg/1
4 mg/1
No established limits
�
Iron
Lead
Magnesium
Manganese
Nitrate
Nitrite
pH
Zinc
.t
0.30 mg/1
0.015 mg/1
No established limits
0.05 mg/1
10 mg/1(as N)
1.0 mg/1(as N)
Not less than 6.5 units
5.0 mg/1