HomeMy WebLinkAboutIMPV-5-11-18432.TIF I
� CATAWBA COUNTY Case # IMPV-�-1 I-18432
Q - Public Health Department
'�� � 2 Environmental Health Division Subdivision
¢ eas `� PO Box 389, 100-A Southwest Blvd, Newton, NC 286�8 Lot #
1s42 s� PIN# 377006286724
Applicant/owner Jose & Johnna Barajas
Site Address: 4304 BOGGS RD, Claremont, NC
Property Size: SF 5.469 ACRES
Directions: HWY ]0 E/ LFT ON BOGGS RD / house on left
Improvement Permit
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� w �a ; -. INITIAL SYST]EM EXISTING IP FOR REPAIR SYSTElYi �ONLY ���
Faci�ity: primary Residence
Permit Category: Other Bedrooms 2
WATER SUPPLY: Private Well
Basement? No Sasement 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 240 9�P�d
Proposed Wastewater System: CONVENTIONAL
Type: I1B - CONV SYSTEM WITH <750 LINEAR FEET OF LINE
Permit Conditions: IP for as built for existing system for a pole shed.
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REPAIR SYSTEM SPECIFICATIONS
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Repair System Required? Required
Proposed Wastewater System: 25% REDUCTION
Type: IIIG - OTHER NON-CONV TRENCH SYSTEMS
PUMP XMAY BE* 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 approved, 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. [t is [he responsibility of the
applicanUproperty owner to insure that all Catawba Co�mty 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 nnd Rules for Sewnge Treatme�tl m:d Disposa/ S>>s/ems' (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/30/2011
AUTHORIZ�D STATE AGENT APPROVAL DATE
Permit Expiration Date: 05/28/2016
No grading or construction activity is allowecf in areas desdgnated for s��stem and repair withozrt approval of the Health Department.
0�/31/I 1 0925
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Department of Environment, Health, and Natural Resources Sheet:
Division of Environmental 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: l
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 [] Industriai Process (] Mixed
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o f „ F � ;�: � � �,` = SOI�L MORPHOLOGY � � , �, � '.w�� b � ' �� � M �„, `' , � s�� �" ';
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F� , � •��" . ,,���: a � �s4� ,� , ��� ���� "�PROFILE FACTORS � �+ a�� r �, � �
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L " , Landscape ` Ho�izon �� 194,1 c'' '`�- 1941 `* � � � a'Soil�" �aw �:y �, � 1943.f 1956 + � i ,1944 � � "� � Profile ? .
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E=y; � . PosiUori/ Depth , Structure/ r � Consistencef ' , W�etness/ ��' d �, �� Soil � ,� Sa'pro Restr ' _ �Ciass ��'`'�
#t``; �«, �Slope%o;5 � ,,�(IN ) , :Textu'r.e"a> " �� Mine�alogy � ` .,�:;Color � '`,,, y�� �Depth (IN ) Glass , :�Honz, `�' i �.,& LTAR���"�;»
Is 0-12 fill ps
5% 12-16 cl,bk SE,fr 48 sl .3
1 16-48 B/C
Description Initial System Repair System Other Factors (.1946): �s
Available Space (.1945) ps Soil Evaluation By: Sbumaarner
System Type(s) 25% red Others Present: MMcBride
Site LTAR .3 Site Classification (.1948): �s
Site Evaluation By: Sbumgarner
Others Present: MMcBride �
Sheet:
COMMENTS: FILE #:
Landscape Position GrOUp Texture .1955 LTAR Structure
R-Ridge I S-Sand 1.2 - 0.8 SG-Singie 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 C�ay 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
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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