HomeMy WebLinkAboutAUTH-5-11-17960.TIF ��, CATAWBA COUNTY Case # AUTH-5-11-17960
G Public Health Department
Q_ `' 2 Subdivision BILLY CHASE LITTLE
,� Environmental Health Division
9v ''� PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # 1
'M P�# 375501087164
Applicant/owner BILLY LITTLE
Site Address: 6596 N NC 16 HWY, Conover, NC
Property Size: SF 1.34 ACRES
D irections: N NC 16 HWY ACROSS FROM ST PETERS CHU RD
1�uthorization to Construct Permit
Authorization to Construct Wastewater System (Reauired for Building Permit)
* See site plan and number of additional attachments (�J.
Proposed Wastewater System: CONVENTIONAL Wastewater Flow 705 g.p.d
Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP
Soil LTAR: • g.p.d./ft2
Permit Category: Repairs
Type of Facility: Business Gas station and convenience store with food stand
B ase m e n t? N Basement Plumbing? No Bedrooms:
Wastewater System Reauirements
Tank Size: Existing Tank 1,000 gal Pump Tank 1,500 gal Grease Trap 1,000 gal
Dosing Volume 294 gal Pump Specs: 39 GPM @ 2 0 TDH
Pressure Head 2 ft Draw Down 8 • 5 in
Drainfield: Total Area: 1,763 sq ft Total Length: 600 ft Maximum Trench Depth 36 in
Aggregate Depth 30.00 in Trench Width 3 • 0 ft
Minimum Soil Cover 12 in Minimum Trench Separation 9 • 0 ft on center
Number of Drain Lines 6
Distribution: Pressure Manifold
PLIIVIP 1tE�UIREi)
Additional Specifications: -Total exiting tank volume (septic tank and grease trap) equals 2000 gal. -Limited space for
additional tank installation beyond that needed for the pump tank
"Accepted" system may be installed in lieu of conventional gravel lines without reduction due to
food service.
Easement must be marked and all lines laid out prior to beginning installation.
Existing drainfield must be completely disconnected from new system.
3 inch pressure manifold with (6) 1/2 taps required (refer to diagams provided)
Pump must be rated to deliver 39gpm at 20 feet TDH such as a Goulds 3887 -WSISBHF or
equivalent.
See additional attachments and diagrams for more specifics on system components.
Simplex control panel with alartn required
Site consultation with installer required prior to beginning installation
OS/13/11 14:32
�qA CATAWBA COUNTY Case # AUTH-5-11-17960
y � � � G Public Health Department
� r, 2 Subdivision BILLY CHASE LITTLE
.; Environmental Health Division
"'%� �� '�' PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # �
1 2 `" PIN# 375501087164
ApplicanUOwner $ILLY LITTLE
Site Address: 6596 N NC 16 HWY, Conover, NC
Property Size: SF 1.34 ACRES
Directions: N NC 16 1-IWY ACROSS FROM ST PETERS CHURCH RD
Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent
proper drainage away from the septic system, including the direction of gutter flows or foundation drains, is not approved,
and may result in failure to approve the initial system installation, or the suspension/revocation of existing permits.
»»> DO NOT INSTALL SYSTEM UNDER WET CONDITIONS ««<
Proposed Repair
System Class: Proposed System: Distribution Type::
Soil LTAR: g.p.d./ft2
The issuance of this permit by the Health Department does not gua�•antee the issuance of other permits. [t is the responsibility of the
applicant/property owner to insure that all Catawba County Planning/Zoning and Quilding Inspections requirements are met. This
Authorization to Construct Permit is subject to revocation if the site plan, plat or the intended use changes, or if site conditions are
altered. The Authorization to Construct Permit is not affected by a change in ownership of the property. This permit was issued in
compliance with the provisions of the North Carolina 'Laws tmrl Ru(es for Sewage Trealment nnd Dispnsn! Svstems' (15A NCAC 18A
.1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to
funct satisfactorily for any given period of time.
Mike Cash OS/13/2011
AU"I'HORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: OS/11/2016
No grading or constrz�ctiorr activiry is allowed in areas designated for system and repair without approval of'the Health Department.
OS/13/Il 13:59
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See Attached 9�eet For Electrical k';' `��'� ��r ��
Sp�ecificat?a�s T �� �� � � C ��
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, 30" > IS�DO Galicn Tank
Undergramd Cab1e In Ca�duit •� I
Uith Suitable Sealer Isi Both '
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Fiids Of Co�duit A �
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� -� . �.Supply Line To Be �
' ° ► Dianete� Sctiedule 40 PVC
`�is D�n g�s h�th a ctuble ���• p 1 �
� Sirgle Fla�t �aitr� �t-tcd .
f.c�' az�+'.mllirr.� t}� pnP• � lcn Rirp E�trie�ral I�e
rne ir�ttLd �d wire �?�is�ly. °, °
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Threaded Uniai
Q�eck Vatve
3/16" Sypr�on Breake� Eiole
TLdc.ir� Str�s Aias�r� A11 C�t�
Alarn, Floac (elevatian)
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• "Pu� c�," Float (elevation)
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Sulxrersible � -► , � PU:1P RATIZIG
Ef fluenc Ptu� �•Z�� Pump Mus t Be Ra t ed To De 1 ive r
. ,3'f Gallons Per Minute
° Against 2o Feet Of Tota
� ' Dynamic Head (TDN).
8" Ca�crete • '
Blocic .
See Fo1Lo�ing Sheet For
, Additio�al SpeciEications,
, • e a a Notes, And E:cplanations.
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�is 'I�k 9�a11 Le af a Stata �?zuu� Rz�p 'I�nk �' j "
I�sic,n arr3 �11 1� T�k 'I�stsi trr-Sit�
PUMP SYSTEM DETAIL SHEET
Page 1 of 3
Fitting to allow for connectins Aluminum or steel
clear pressure monitoring tube shoebox-type covers with handles
(leave tube in botYom of vault) (150 Ibs. each, mix )
Support straps
: Threaded tap or bars
��� � NLanifo{d supports
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Dead level manifdd installation : '� : '�` : ��� tl ��`�� " `�"� " � :::: ' :. �'��' •
..w:..w,::.f .aa�?;st::.,:�
Gravel pit for iirternal drain �scharge
Profile View of Pressua I�anifold for Sloping Site Installation
(not to scale)
Teq� - direct tt►read or saddle
Cbe�oad (ii t�rPed w3tY� msle adeptor, trfm
Pr+esswro haed elueh ihuh with atside w+alJj
Rs�cer
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http://www. deh. enr. state.nc.us/oww/LOSWW/manifol ds. htm 10/22/2004
i ��A CATAWBA COUNTY Case # AUTH-5-11-17960
Q - � Public Health Department
Q -� � Environmental Health Division Subdivision BILLY CHASE LITTLG
°- o� `<' PO I3ox 389, 100-A Southwest Blvd, Newton, NC 286�8 Lot # �
t8 2 s� PIN# 375�01087164
ApplicanUOwner BILLY LITTLE
Site Address: 6596 N NC 16 HWY, Conover, NC
Property Size: SF 1.34 ACRES
Directions: N NC 16 HWY ACROSS FROM ST PETERS CHURCH RD
Owner/Authorized Representative Acknowledgement of Permit Receipt
��� certify that I am the owner or authorized agent (owner's authorization required) representing the owner of the
property described above.
��CAs the property owner or authorized representative, I have received the above referenced permit(s) as
requested in the application for service EHPR-3-11-9882 , by the following method(s):
Received in Person
_ Facsimile Transmittal (Return form with signature required)
_ Electronic Image Transmittal/ E-mail (Return receipt required)
,��As the property owner or authorized representative I have reviewed and understand the specific
conditions of the permit issued, and further understand that all applicable regulatory requirements
specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems (15A
NCAC 18A .1900), and/or Well Construction Standards (15A NCAC 2C .0100), shall apply to the
issuance of this permit and the construction of the wastewater system and/or water supply well permitted.
Permit Issue Date: OS/13/2011
Owner/Authorized Representative Signature �,
Date �S �/`' — � v/ �
-----------------------------------------------------------------------------------------------------------
Documentation of Permit(s) Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by (name of per•son sending permit)
Signature Date/Time
Method: Fax Email US Mail Other
Owner's request to send by the above indicated method of transmittal in lieu of signature
acknowledges the conditions and statements above.
OS/13/II 13:�9
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DEPARTMENT OF ENVIRONMENT AND hJAT�jRAL RESOURCES �i� Sheet � af �
DIVISION OF ENVIRONMENTAL FIEALTH �/ ?_ `�+ q PROPERTY ID #:�—�---�—
ON-S1TE WASTEWATER SECTION ���� �� . / �,�j COUNTY: �
SOIL/SI'I'E EVAI.UA'I'ION ^
/� � /� � �,`'or N-SI'I'E WASTEWATER SYSTEIVI
OWNER: ��GU � � � C-fi � � APPLICATION DATE
ADDRESS: 1 c. . DATE EVALUATED: 3�?3 //
PROPOSED FACIL : G �� P; PROPOSED DESIGN FLOW (.1949): PROPERTY -
LOCATION OF SITE: PROPERTY RE�f3RDED:
WATER SUPPLY: � Private .� Public � Well � Spring 0 Other "
EVALUATION METHOD: 0 Auger Boring � Pit � Cut
TI'PE OF WASTEWATER: ,'�Sewage r
� Industrial Process 0 Mixed �� ���
.
p:::. : ,.
R : : ':: ' : :.: :.::: :: . : :'::: ' '
o.... .:...: :
. SOIL MORPHOLOGY pTHER '
: F: `: � 1941j PROFILE FA,CT012S
i:
U . 194U ; `.::
: . g LAND HORI 1942 ;
SCAPE 7AN 1941,; 1941 : Sd1L 1943 : 1956 194d .
� : : POS�TIQ�YI .: DEI''TH : STRUCTURE/ C�1VSISTENCE! . WETi�'ESS/ : :.: SO1L :
��� PROFILE, :
RESTR
SLOPE % `` �w � :' ::. ' , TE?(TURE _ MINERALO.GY GOLOR . DEPTH: CLASS : :130RIZ;
� i�rnR
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DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS (.1946): S
Available Space (.1945) SITE CLASSIFICATION (.1945): ,��
System Type(s) EVALUATED BY: � �Il�s �
OTHER(S) PRESENT:
Site LTAR
COMMENTS: , •
LEG�ND -�
use"the.�followin� standard abbreviations
SOIL CONVENTIONAL LPP MINERAI,OGY/
LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR* .1957 LTAR* CONSISTENCE STRUCI'URE
CC (Concave Slope) I S(Sand) 1.2 - 0.8 0.6 - 0.4 NEXP (Non-expansive) G(Single Gcain)
CV (Convcx Slope) LS (Loazny Sand) SE?� (Slighdy Expansive) M(Massivc)
D (Dcainage Way) EXP (Expansive) CR (Cnunb)
DS (Debris Slump) II SL (Sandy Loam) 0.8 - 0.6 0.4 - 03 GR (Gianulaz)
FP (Flood Plain) L(Loam) SBK Suban
( gular Blocky)
FS (Foot Slope) � ���� B ���,�
H(Head Slope) III . SCL (Sandy Clay Loam) 0.6 - 03 03 - 0.15 p� (p►a�y�
L(Linear Slope) ` SiL (Silt Loam) PR (Pristnatic)
N (Nose Slope) CL (Clay Loam)
R(Ridge) SiCL (Silry Clay Loam) MOIST �'ET
S (Shoulder Slope) Si (Silt)
T (Teciac�� VFR (Very Friable) NS (Non-stidcy)
N SC (Sandy Clay) 0.4 - 0.1 0.2 - 0.05 FR (Friable) SS (S1ighUy Sticky)
SiC (Silty Clay) FI (Ficm) S (Stic�y)
C(Clay) VFI (Very Firtn v. Vay Sticky) VS (Very Sticky)
O(Org&nic) None EFI (Extremely Ficm) NP (Noo-platitic)
SP (Slighdy Plaaic)
* Adjust LTAR due to depth, consistence, structure, soil wetness, landscape, position, wastewater Oow and quality. P(plasK;c) ��
NOTES VP (Very Plavtic)
HORIZONDEPTH In inches below nahusl soil surface
DEPTH OFFILL In inches from land surface
RESTRICT7VE HOItIZON Thiclrness and depth from land surface
SAI'ROLITE S(suitable) or U(unsuitable) ,
SOIL R'ETNESS Inches from land surface to free water or inches from land surFace to soil colois with chroma 2 or less - record Munsell color chip desiymatimt
CLASSIF7CATION S(Stitable), PS (Provisionally Suitable), orU (Unsuitable)
Evaluation of saprolite shall bc by pits.
Long-term Acceptance Rate (LTAR): gaUday/ft'
Show rofile locations and other site features dimensions, reference or benchmark, and North).
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