HomeMy WebLinkAboutIMPV-5-11-18201.TIF � CATAWBA COUNTY Case # IMPV-5-11-18201
G Public Health Department
ti ' �, Subdivision SHERWOOD FOREST
a Environmental Health Division Lot #
v �'< PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 2
lg SM P�N# 372311653760
ApplicantlOwner ROCKY & ANNJI REID 10
Site Address: 3351 18TH AV NE, Hickory, NC ��� "� ' � U �
Property Size: SF 0.349 ACRES
Directions: SPRINGS RD/ TURN AT CRESTMONT/ IST PAVED RD TO LT/ GO TO END AT BALLPARK/ TAKE CURVE TO RT/
4TH HOUSE ON LT
Improvement Permit
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� INITIAI.: S�'S'I'ElVi EXIS'I'II�TG - IP FOIt I�EPAIR S�'S'I'ElVI ONLY -__ _� _._
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Faci�ity: primary Residence
Permit Category: �thCP Bedrooms 3
WATER SUPPLY: Public Water
Basement? No Basement Plumbing? No
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INITIAL SYSTEM SPECIFICATIONS
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Permit Valid: Expires In Five Years: _X_ No Expiration:
Projected Daily Flow 360 9�P�d
Proposed Wastewater System:
Type: IIB - CONV SYSTEM WITH <'7 LINEAR FEET OF LINE
Permit Conditions IP for as built for existing septic system for above gound pool.
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REPAIR SYSTEM SPECIFICATIONS
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Repair System Required? Required
Proposed Wastewater System: 50% REDUCTIO
Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP
P�.T1VI� �OiTIRED
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 aoproved, 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 responsibility 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 Zaws and Rules for Sewap,e Treatment and Disposa[ Svstems' (15A NCAC 18A .1900). Neither
Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily
Susan Bumgarner OS/20/2011
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: OS/18/2016
No grading or construction activiry is allowed in areas designated for system and repair without approval of the Health Department.
OS/23/11 09:13
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Department of Environment, Health, and Natural Resources Sheet:
Division of Environmental Health Property ID:
On-site Wastewater Section Lot #:
SOIUSITE EVALUATION File #: EHPR-10895
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: [ x ] Public [ ] Individual [ ] Well [ ] Spring [ ] Other
Evaluation Method: [ x] Auger Boring [] Pit [] Cut
Type of Wastewater: [ x] Sewage [] Industrial Process [] Mixed
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o• SOIL MORPHQLOGY :� ; b `� • .
� �; '� " <�sa� � �- �PROFIGE FAC.TORS
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I � :1940, ' � ;. , . : 1942 . . .
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"L � � Landscape� Honzon -', .1941 " -'. .1941, , . '� Soil. :1'943 :1956 ' 1944 ' ,Profile,'.:,
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E •_''� : ' Position/ ' ' ;DeQth , �,- Structure/ `. : . ,�� �Cons+stence`. • Wetnessi SoiF � � Sapro ° , Restr �' • ,Class
# F : :,_ � Slope% . .:.�(IN,)' __ _Teiiture__ � :,� _. Mineralogy- �. _,:; __.. , _ Color;, ; X ___:�� Deptli'(IN ) ._,Glass_ . .._ Hor'iz_ ' ; <AR
Is 0-37 c,sbk SE,fr
g% 37 ps
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Description Initial System Repair System Other Factors (.1946): �s
Available Space (.1945) ps Soil Evaluation By: S Bumqarner
System Type(s) 50 % red(pump) Others Present: M McBride
Site LTAR .3 Site Classification (.1948): �s
Site Evaluation By: S Bumgarner
Others Present: M McBride
Sheet:
COMMENTS: FILE #:
Landscape Position Grou 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
SIGSiIty Clay
GClay
Consistence Consistence MineraloqY
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 Plastic
Sketch of Soil Evaluation Locations
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