HomeMy WebLinkAboutIMPV-02-2016-069562.TIF Ø. • CATAWBA COUNTY 0 ir. ' o'■R• 0 Case# IMPV-02-2016-069562
n .. Public Health Department T .._ ..r Subdivision CHERRY RIDGE
Environmental Health Division _ . : T PIN# 368904737925
`� PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 ti ilz13 . 0 LOT# 6
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NAME ON PERMIT: *BEASON GENERAL CONTRACTORS, PO BOX 636, SHERRILLS FORD NC
28673-
Site Address: 5816 SUNSET VIEW LN, CATAWBA NC 28609
Property Size: Square Feet: 188,179.20 Acres:4.32
Directions: 16S/left Balls Creek Rd/ right Bandys Cross Rd/ right Mathis Church Rd/ left Sunset Rd
Improvement Permit
Facility: Primary Residence
Permit Category: New Septic Bedrooms 4
WATER SUPPLY: Private Well
Basement? No Basement Plumbing? No
INITIAL SYSTEM SPECIFICATIONS
Permit Valid: Expires In Five Years: _X_ No Expiration:
Projected Daily Flow 480 g.p.d
Proposed Wastewater System: 25% REDUCTION
Type: 111G-OTHER NON-CONY TRENCH SYSTEMS
Permit Conditions: See AC for permit conditions
REPAIR SYSTEM SPECIFICATIONS
Repair System Required? Required
Proposed Wastewater System: 25% REDUCTION
Type: IIIG -OTHER NON-CONY TRENCH SYSTEMS
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.
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 'Laws and Rules for Sewage Treatment and Disposal Systems' (15A NCAC 18A.1900). Neither
Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function
satisfactorily for any given period of time.
Jason Boyd 02/26/2016
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 02/25/2021
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
ehpennit 02/26/2016 10:41 Page I of 3
(.1V)--. Permit# RBPR-2-16-23245
CATAWBA COUNTY Name Beason General Contractors(John
E. 1 '1. Public Health Department Beane III)
. (;� ,�, Environmental Health Division Address 5816 Sunset View Ln Catawba
PO Box 389, 100A Southwest Blvd,Newton NC 28658
j8 2 w (828)465-8270 Fax (828)465-8276 TDD(828)465-8200 NC
PIN# 368904737925
/A Site Plan Authorization to Construct
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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#:
for ON-SITE WASTEWATER SYSTEM AppID: RBPR-2-16-23245
Owner: RBPR-2-16-23245 Applicant:
Address: Beason General Contractors Date Evaluated: 2/25/2016
Proposed Facility: 4 BR home Design Flow(.1949) 360 Property Size:
Location of Site: Property Recorded:
Water Supply: pvt well [ ]Spring [ ]Other
Evaluation Method: pits by Rusty Orbison [ ]Cut
Type of Wastewater: X Sewage [ ]Industrial Process [ ]Mixed
P I
R
o SOIL MORPHOLOGY b
F .1941 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(IN.) Class Horiz &LIAR
1 LL 4-6% 0-6" topsoil PS .3
6-30" SC SS SP SEXP FR wsbk yellow sap at 30-48"
30-48" SC w/sap sap incl at 30"+ 30"
2 LL 6-8% 0-6" topsoil PS.3
6-24" SCL
24-48" SC w/some sap SS SP SEXP FR WSBK 48"
3 LL 3-4% 0-12" topsoil
12-36" SC 48" PS .3
36-48" SC w/sap SS SP SEXP FR WSBK
Description Initial System Repair System Other Factors(.1946):
Available Space(.1945) PS PS Soil Evaluation By: Jason Boyd
System Type(s) IIIG IIIG Others Present: Owner.John Beane,Rusty Orbison
Site LTAR .3 .3 Site Classification(.1948): PS
Site Evaluation 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-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 Mineraloov
Moist Mel 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