HomeMy WebLinkAboutIMPV-4-11-17107.TIF � CATA,WBA COUNTY. � Case # IMPV-4-11-17107
4 �� Public Health Department RUFUS LESTER CALDWEL
.� Environmental Health Division Subdivision
�� �''< PO Box 389, 100-A Southwest Blvd, Newton, NC 286�8 Lot # �
'" P�# 367702857471
Applicant/Owner JEFFREY W AUTON
Site Address: 4905 S NC 16 HWY, Maiden, NC
Property Size: SF 1.392 ACRES
Directions: SOUTH ON HWY 16 CROSS BUFFALO SHOALS RD PROPERTY ON RTGHT BESIDE OLD MT ANDERSON CHURCH
DIAGONAL TO AIRPORT
Improvement Permit
INITIAL SYSTEM EXISTING - IP FOR REPAIR SYSTEM ONLY
Faci�iry: primary Residence 2 Bedroom House
Permit Category: Other Bedrooms 2 �
WATER SUPPLY: Private Well �
Basement? No Basement Plumbing? =
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, iNITIAL SYSTEM SPECIFICATIONS
Permit Valid: Expires In Five Years: X_ No Expiration:
., Projected Daily Flow 240 9•P•d
Proposed Wastewater System:
Type: IIA - CONV SYSTEM (SINGLE-FAMILY OR 480 GPD OR LESS)
Permit Conditions:
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REPAIR SYSTEM SPECIFICATIONS
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Repair System Required? Required
Proposed Wastewater System: 50% REDUCTION
Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP
PUMP REOUIRED
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 aqqroved, and may result in failure to approve the
initial system installation, or the suspensioNrevocation of existing permits.
The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibiliry of the
applicant/property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This
Improvement Permit is subject to revocation if the site plan, plat or the intended use changes, or if site conditions are altered. The
Improvement 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 and Rules far Sewage Trealment and Disposal Svstems' (15A NCAC 18A .1900). Neither
Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily
Robbie Phelps 04/18/2011
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 04/16/2016
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
04/18/ll 13:47
�1�' Permit # IMPV-4-1 1-17107
CATAWBA COUNTY
� Name Jeff Auton
� ''L Public Health Department
a Address 4905 S NC 16 HWY lot I
� k �►� Environmental Health Division
''��� � PO Box 389, I OOA Southwest Blvd, Newton NC 28658 P�N#
j8 4'1, SM (828) 465-8270 Fax (828) 465-8276 TDD (828) 465-8200
SITE PLAN
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��,A CATAWBACOUNTY, ` Case# IMPV-4-11-17107
p Public �Iealth Deparhnent
¢ �. Subdivision RUFUS LESTER CALDWEL
a Environmental Health Division
v �i�S �' PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # 1
�g �M P�# 367702857471
Applicant/Owner JEFFREY W AUTON
Site Address: 4905 S NC 16 HWY, Maiden, NC
Property Size: SF 1.392 ACRES
Directions: SOUTH ON HWY 16 CROSS BUFFALO SHOALS RD PROPERTY ON RIGHT BESIDE OLD MT ANDERSON CHURCH
DIAGONAL TO AIRPORT
Owner/Autnorized Representative Acknowledgement of Permit Receipt
certify that I am the owner or authorized agent (owner's authorization reyuired) representing the owner of the
property described above.
� As the property owner or authorized representative, I have received the above referenced permit(s) as
. �
_ requested in the application for service EHPR-10-10-7878 , by the followmg 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: 04/18/2011
Owner/Authorized Representative Signature �
Date ��p2 � � �
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Documentation of Permit(s) Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by (name of person 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.
04/18/11 13:47
Department of Environment, Health, and Natural Resources Sheet:
Division of Environmental Health Property ID:
On-site Wastewater Section Lot #: 1
SOIL/SITE EVALUATION File #:
for ON-SITE WASTEWATER SYSTEM AppID: 7878
Owner: Jeff Auton Applicant:
Address: 4905 HWY 16 Date Evaluated:
Proposed Facility: Design Flow (.1949) 2 Property Size:
Location of Site: Property Recorded:
Water Supply: [ ] Public [ ] Individual [ ] Well [ x ] Spring [ ] Other
Evaluation Method: [] Auger Boring [ x] Pit [] Cut
Type of Wastewater: [ x] Sewage [ j Industrial Process [] Mixed
P
R
o SOIL MORPHOLOGY b
F .�94� PROFILE FACTORS
I :1940 .1942
L Landscape Horizon .1941 .1941 Soil .1943 .1956 .1944 Profile
E Position/ Depth Structure/ Consistence Wetness/ Soil Sapro Restr Class
# Slope% (IN.) Texture Mineralogy Color Depth pN.) Cfass Horiz & LTAR
1 0-48 scl,sbk fr,ss,sp 48 0.3
2 0-48 scl,sbk fr,ss,sp 48 0.3
3 0-25 scl,sbk fr,ss,sp
25-48 sc,sbk fr,ss,sp chroma 3 48 0.275
Description Initial System Repair System Other Factors (.1946):
Available Space (.1945) s Soil Evaluation By: Robbie Phelqs
System Type(s) 50% Others Present: Jason Bovd
Site LTAR 0.3 Site Classification (.1948):
Site Evafuation By:
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-Shouider 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
GClay
Consistence Consistence Mineraloqv
Moist Wet SEXP-Slightly Expansive
VFR-Very Friable NS-Non-Sticky EXP-Expansive
FR-Friable SS-Slightly Sticky
FI-Firm S-Sticky
VF1-Very Firm VS-Very Sticky
EFI-Extremely Firm NP-Non-Plastic
SP-Slightly Plastic
P-Plastic
VP-Very Plastic
Sketch of Soil Evaluation Locations
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