HomeMy WebLinkAboutIMPV-11-2022-184334.TIF 3.5• 4, ('ATAWBACOUNTY Case# IMPV-11-2022-184334
Public Health Department Subdivision STORYBROOK PH 1
Q „� Environmental Health Division PIN# 369701182992
PO Box 389,25 Government Drive,Newton,NC 28658
Ig 2 LOT# 6
Site Address: STORYBROOK LN, SHERRILLS FORD NC 28673
Name on Permit: *D&E PROPERTIES, LLC
Property size: Acres 13.38
Directions: South Hwy 16, left on Business 16, left on Mt. Beulah, right on Little Mountain,go 1/4 miile on right
Improvement Permit
AN AUTHORIZATION TO CONSTRUCT MUST BE ISSUED PRIOR TO BUILDING PERMITS
THIS PERMIT IS NOT FOR SEPTIC INSTALLATION
Permit Category: New Septic Wastewater Flow 360 d
9•p•
Type of Facility: Primary Residence
Basement? No Basement Plumbing? No Bedrooms: 3
Water Supply: Private Well Maximum Occupants: 6
INITIAL SYSTEM SPECIFICATIONS
Proposed Wastewater System: 25%REDUCTION
System Classification: IIIG-OTHER NON-CONY TRENCH SYSTEMS
REPAIR SYSTEM SPECIFICATIONS
Repair System Required? Required
Proposed Wastewater System: 50%REDUCTION VERTICAL
System Classification: IIIE-PPBPS GRAVITY DOSED SYSTEM
Permit Conditions: Keep all parts of septic system and any future repair minimum:50'from any individual well,
10'from property lines, 10'from home on crawlspace, 10'from water or uitlity lines,25'from
drainage easement.
Lines to be installed on contour.
Do not grade, drive, or fill over system or repair area.
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 be the I lealth 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 arc 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'(I 5A 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.
Any permit issued for a conventional system may be used for an accepted system without Environmental Health authorization or permit
modification.Please notify Environmental Health of this change prior to system installation.
ci
11/14/2022
Authorized State Agent Permit Issuance Date
11/14/2027
Permit Expiration Date
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
ehpemrit 11/14/2022 12:20
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Department of Environment,Health,and Natural Resources Sheet:
Division oi'Environme)tal Health Property ID:
Og-site Wastewater Section Lot#:
SOIL/SITE EVALUATION File#:
for ON-SITE WASTEWATER SYSTEM AppID: EHPR-5-22-40988
Owner: D and E Properties(Keith Estes) Applicant:
Address: Storvbrook LOT 6 Date Evaluated: 9/28 and 9/30/22
Proposed Facility: 3 BR Home Design Flow(.1949) 360 Property Size:
Location of Site: Property Recorded:
Water Supply: pvt well [ ]Spring [ ]Other
Evaluation Method: pits by Keith Estes [ ]Cut
Type of Wastewater: X Sewage [ ] Industrial Process [ ]Mixed
R
a SOIL MORPHOLOGY b
F .1941 PROFILE FACTORS
l ,1940 .1942.
L • Landscape Horizon .1941 • . • •1941 Solt • . :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 10-12% 0-6"A SL/GR NS NP NEXP VFR
6-30"B C/w ABK SS SP SEXP FI 48" PS 3
30-48"B CL!w SBK SS SP SEXP FR
2 LL 10-12% 0-8"A SL/GR NS NP NEXP VFR
8-30"B Cl w ABK SS SP SEXP FR 48" PS.3
30-48"B CL/w SBK SS SP SEXP FR
3 LL 10-12% 0-9" SU GR NS NP NEXP VFR
9-28"B Cl w ABK SS SP SEXP FR
28-48"B CU w SBK SS SP SEXP FR 48" PS.3
Description Initial System Repair System Other Factors(.1946):
Available Space(.1945) PS PS Soil Evaluation By: Jason Boyd
System Type(s) III G 25%red IIIE 50%red vertical Others Present:
Site LTAR .3 .3 Site Classification(.1948): PS
Site Evaluation By:
Others Present: