HomeMy WebLinkAboutAUTH-5-11-18353.TIF � CATAWBA COUNTY Case # AUTI-[-�-I 1-18353
� ,- G Public Health Department
�, + � 2 Subdivision FAIRWAY ACRES
_ Environmental Health Division
Q"`A �oa `�' PO Box 389, 100-A Soudiwest Bivd, Neti�ton, NC 286�8 Lot # 1
tg 2 sw PIN#
372018315442
App{icant/Owner TEHSIN KHAN
Site Address: 1169 BEECHWOOD DR, Ne�vton, NC
Property Size: SF 0.46 ACRES
Directions: HIGHWAY 10 W- TURN RIGHT ONTO STARTOWN RD - TURN LEFT ONTO SANDY FORD RD - TURN LEFT INTO
FAIRVIEW ACRES - lST HOUSE ON RIGHT (CORNER OF BEECHWOOD DR & F�IRVIEW DR)
Authorization to Construct Permit
Authorization to Construct Wastewater System Lequired for Building Permit2
* See site plan ana' number of additional attachrnents (�.
Proposed Wastewater System: 50% REDUCTION Wastewater Flow 480 g.p.d
Type: IVA - ANY SYSTEM W ITH LP DI
Soil LTAR: • g.p.d./ft2
Permit Category: Repairs
Type of Facility: Primary Residence
Basem No Basement Plumbing? No Bedrooms: 4
Wastewater System Requirements
Tank Size: Existing Tank 1,000 gal Pump Tank 1,000 gal Grease Trap gal
Dosing Volume gal Pump Specs: GPM @ TDH
Pressure Head ft Draw Down in
Drainfield: Total Area: 534 sq ft Total Length: 275 ft Maximum Trench Depth ' in
Aggregate Depth in Trench Width 2 � 0 ft
Minimum Soil Cover 6 � 0 in Minimum Trench Separation ��� ft on center
Number of Drain Lines 5
Distribution: LPP
PUMP REOUIRED **** X OPERATOR REOUIRED
Additional Specifications: System for 4 bedroom, 8 occupants only. Using all available space for repair.
Preconstruction meeting required to determine pump size.
Install a bull-run valve to switch back to existing system.
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
OS/3 I/ 1 I 0929 ����
�tiA CATAWBA COUNTY Case # AUTH-�-11-18353
� G Public Health Department
Q � 2 Subdivision FAIRWAY ACRES
� Environmental Health Division
' o� `�' PO Box 389, 100-A Southwest Blvd, Newton, NC 286�8 Lot # �
jg 2 sw PIN# 37201831�442
Applicant/Owner TEHSIN KHAN
Site Address: I 169 BEECFIWOOD DR. Ne�vton, NC
Property Size: SF 0.46 ACRES
Directions: HIGI-IWAY 10 W- TURN RIGHT ONTO STARTOWN RD - TURN LEFT ONTO SANDY FORD RD - TURN LEFT INTO
FAIRVIEW ACRGS - l ST k-IOUSE ON RIGHT (CORNER OF BEECi-IWOOD DR & FAIRVIEW DR)
The issuance of this permit by tlle Hea(th Department does not guarantee the issuance of other pennits. It is the responsibility of the
applicandproperty o�vner to insure that all Cata�vba Countv Planning/Zoning and Building 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 'Lnws nnrf Rules for Sc�wnge Treat�nenl and Disposat Svstems' (15A NCAC 18A
.1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to
function s ati s f ac torily for any given period of time.
Susan Bumgarner OS/26/2011
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: OS/24/2016
No grading or construction activiry is allowed in areas cfesignated for system ancl repair without approval of the Health Department.
OS/3 I/ 1 l 0929
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Department of Environment, Health, and Natural Resources Sheet:
Division of Environmentai Health Property ID:
On-site Wastewater Section Lot #:
SOIL/SITE EVALUATION File #: EHPR
for ON-SITE WASTEWATER SYSTEM AppID:
Owner: Applicant:
Address: Date Evaluated:
Proposed Facility: Design Flow (.1949) Property Size:
Location of Site: Property Recorded:
Water Supply: [] Public [ x] Individual [ x] Well [] Spring [] Other
Evaluation Method: [x ] Auger Boring [] Pit [] Cut
Type of Wastewater: [ x) Sewage [] Industrial Process [] Mixed
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!s 0-48 c,sbk SE,fr ps
12% 48 3
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Description Initial System Repair System Other Factors (.1946): �s
Available Space (.1945) ps Soil Evaluation By: Sbumqarner
System Type(s) 50% red Others Present:
Site LTAR 3 Site Classification (.1948): �s
Site Evaluation By: Sbumgarner
Others Present:
Sheet:
COMMENTS: FILE #:
Landscape Position GrOUp Texture .1955 LTAR Structure
R-Ridge I S-Sand 1.2 - 0.8 SG-Single Grain
SS-Shoulder Slope LS-Loamy Sand M-Massive
LS-Linear Slope CR-Crumb
FS-Foot Slope II SL-Sandy Loam 0.8 - 0.6 GR-Granular
NS-Nose Slope L-Loam SBK-Subangular Blocky
HS-Head Slope ABK-Angular Blocky
CC-Concave Slope III SI-Silt 0.6 - 0.3 PL-Platy
CV-Convex Slope SICL-Silty Clay PR-Prismatic
T-Terrace Loam
FP-Flood Plain CL-Clay Loam
SCL-Sandy Clay
Loam
IV SC-Sandy Clay 0.4 - 0.1
SIC-Silty Clay
C-Clay
Consistence Consistence Mineraloav
Moist Wet SEXP-Slightly Expansive
VFR-Very Friable NS-Non-Sticky EXP-Expansive
FR-Friable SS-Slightly Sticky
FI-Firm S-Sticky
VFI-Very Firm VS-Very Sticky
EFI-Extremely Firm NP-Non-Plastic
SP-Slightly Plastic
P-Plastic
VP-Very Piastic
Sketch of Soil Evaluation Locations
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