HomeMy WebLinkAboutAUTH-04-2016-071720.TIF v,A ,.. CATA VBA COUNTY 0 • ' .o. - 0 Case ft AUTH-04-2016-07I 720
,�i• I-.1.'{ ' Public Health Department Subdivision rnil G __ Environmental Health Division r PINT/ 365604738470
f' PO Box 389. 100-A Southwest Blvd,Newton,NC 28658 13. LOT#
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NAME ON PERMIT: KEVIN COX, 2107 OKLAHOMA CT, LINCOLNTON NC 28092
Site Address: 2737 DAVID COX RD, MAIDEN NC 28650
Property Size: Square Feet: 1,278,921.60 Acres:29.36
Directions: From Buffalo Shoals Rd, Left onto David Cox Rd. Property is 500 feet on the Right.
Authorization to Construct Permit
Authorization to Construct Wastewater System (Required for Building Permit)
* See site plan and number of additional attachments ( ).
Proposed Wastewater System: 25% REDUCTION Wastewater Flow 360 g.p.d
Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP
Soil LIAR: .3 g.p.d./ft2
Permit Category: New Septic
Type of Facility: Primary Residence -
Basement? No Basement Plumbing? No Bedrooms: 3
Wastewater System Requirements
Tank Size: New Tank 1,000 gal Pump Tank 1,000 gal Grease Trap gal
Dosing Volume 146 gal Pump Specs: 21.33 GPM @ 15.162 TDH
Pressure Head 2 ft Draw Down in
Drainfield: Total Area: 900 sq ft Total Length: 300 ft Maximum Trench Depth 30 in
Aggregate Depth in Trench Width 3 ft
Minimum Soil Cover 12 in Minimum Trench Separation 9 ft on center
Number of Drain Lines 3
Distribution: Pressure Manifold
Pre Treatment: NONE
PUMP *MAY BE* REQUIRED
Additional Specifications: Keep all parts of septic system and any future repair system minimum: 100' from any well, 10' from
property lines, 5' from home including decks. Lines to be installed on contour. Do not grade drive or
fill over system or repair area. **If outlet plumbing from home can be held on upper end of house
and maximum 30" trench depth maintained, a pump may not be required."
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: IIIB Proposed System: 25% REDUCTION Distribution Type:: Pressure Manifold
Soil LIAR: .3 g.p.d./ft2
PUMP *MAY BE* REQUIRED
ehpennit 04/28/2016 09:23 Page I of
OSA CATAWBA COUNTY Case# AUTH-04-2016-071720
•
4 G Public Health Department Subdivision
< .,ii, Environmental Health Division PIN# 365604738470
(a..® Y,. PO Box 389, 100-A Southwest Blvd, Newton,NC 28658 LOTH
/842 ,v
NAME ON PERMIT: KEVIN COX, 2107 OKLAHOMA CT, LINCOLNTON NC 28092
Site Address: 2737 DAVID COX RD, MAIDEN NC 28650
Property Size: Square Feet: 1,278,921.60 Acres:29.36
Directions: From Buffalo Shoals Rd, Left onto David Cox Rd. Property is 500 feet on the Right.
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
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 '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 neriod of time
Jason Boyd 04/28/2016
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 04/28/2021
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
ehpcnnit 04/28/2016 09:23 Page 2 of 4
BA Permit# RBPR 4-16-23652
.{,�� �G CATAWBA COUNTY
,L.;�oat A Public Health Department Name Kevin Cox
`LS °tog ;, Environmental Health Division Address 2737 David Cox Rd Maiden NC
PO Box 389, I OOA Southwest Blvd, Newton NC 28658 PIN# 365604738470
I, (828)465-8270 Fax (828)465-8276 TDB(828)465-8200
Site Plan Authorization to Constru1
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Deb itmem,et En•.ironment,Heaths,ana Natural Resources Sheet:
Divisioh of environmental Health Property ID:
On-sire Wastewater Section Lot S:
SOIL/SITE EVALUATION File a:
for ON-SITE WASTEWATER SYSTEM Adolf): EHPR-3-16.23301
Owner: Kevin Cox Applicar.::
Address: 2737 David Cox Rd Maiden NC Date Evaluated: 3!2372016
Pruaosee Facility: 3 6R hone Design Flow(.1940) 370 ear Property Size:
Location 01 Site: Property Recorded:
Wete:Supply: pvl well I J Spring ( J Other
Evaluation Method: pits by Jimmy Dellinger ( J Cut
Type of Wastewater: X Sewage [ J Industrial Process O Mixed
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1 LL 6-5% 0.8" topsoil
6.36' SC SS,SP,SEXP,FR 48" PS-3
36-48" SC wlsap
2 LL 6.9% 0.6" topsoil
6-241 SC 46" PS.3
24.48" SC vii sap SS,SP.5EXP,FR
same as 1,2 48' PS.3
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Description Initial System Repair System I Other Factors(.1845):
Available Space(.1945) PS PS Soil Evaluation. By: Jason Buvr!
System Type(s) III 63 III BC Others Present: Kevin Cox and Jimmy Dealrrger
-
Site LIAR .3 .3 Site Classification(.1948,: PS
Site Evaluation By:
Others Present:
Sheet: • •
COMMENTS: FILE#:
Landscapo Position Group Texture .1955 LTAR Skrtietlir2
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-Fool Slope II SL-Sandy Loam 0.8-0.6 SR-Granular
NS-Nose Slope L-Loam SBK-Suoangular Blocky
FIS-Head Slope ABK-Angular Blocky
CC-Concave Slope III SI-Sill 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-Silly Clay
C•Clay
Consistence Consistence Mineralogy
Moist SEXP-Slightly Expansive
VTR-Very Friable NS-Non-Sticky EXP-Expansive
FR-Friable SS-Slignlly S.iciy
FI-Firm S-Sticky
VFI-Very Firm VS-Very Sticky
EFl-Extremely Firm NP-Non-Plastic
SP-Slightly Plastic
P-Plastic
VP-Very Plastic
Sketch of Soil Evaluation Locations
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