HomeMy WebLinkAboutIMPV-06-2016-074073.TIF ,- A _ CATAWBA COUNTY o Case IMPV-06-2016-074073
kit i Public Health Department F• ,.• .�,� u}r Subdivision NORTHVIEW HARBOUR P
4 : Environmental Health Division �k •} PIN 461802796836
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"�q2 3N PO BON 389. 100-A Southwest Blvd. Newton. NC 28658 '.f�yF •r r LOT# 293
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NAME ON PERMIT: JAMES WHARTON, 810 STONE RIDGE PL, TIPP CITY OH 45371
Site Address: 8785 COLEBRIDGE CT, SHERRILLS FORD NC 28673
Property Size: Square Feet: 30,492.00 Acres:.700
Directions: Sherrills Ford Rd, left Island Point, left Capes Cove, left Colebridge, at the of cul-de-sac
Improvement Permit
Facility: Primary Residence
Permit Category: New Septic Bedrooms 5
WATER SUPPLY: Public Water
Basement? Yes Basement Plumbing? Yes
INITIAL SYSTEM SPECIFICATIONS
Permit Valid: Expires In Five Years: _X_ No Expiration:
Projected Daily Flow 600 g.p.d
Proposed Wastewater System: 50% REDUCTION
Type: IVA-ANY SYSTEM WITH LPP DISTRIBUTION
PUMP REQUIRED ***** OPERATOR REQUIRED
Permit Conditions: Keep all parts of septic system and any future repair system minimum: 50' from lake, 25' from home
(basement cut upslope), 10' from property lines,100' from any well, 10' from water lines. Lines to be
installed on contour. Do not grade drive or fill over system or repair area or permit will be revoked.
Prior to issuance of Authorization to Construct, lot needs to be cleared, along with house, 50' lake
buffer, and driveway marked in field and shown on survey site plan.
REPAIR SYSTEM SPECIFICATIONS
Repair System Required? Required
Proposed Wastewater System: 50% REDUCTION
Type: IVA-ANY SYSTEM WITH LPP DISTRIBUTION
PUMP REQUIRED ***** OPERATOR 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.
The issuance of this permit by the Health Department does not guarantee the issuance or 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' (I5A NCAC ISA .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 06/30/2016
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 06/30/2021
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
clipeiniit 06/30/2016 09:26 Page 1 of 3
.S113A Permit# EHPR 6-16-24013
,�,, G CATAWBA COUNTY Name James Wharton
tli& riff, Public Health Department
""°"" ep►.� �' Environmental Health Division Address 8785 Colebridge Court Sherrills
�J 1r,!p PO Box 389, 100A Southwest Blvd,Newton NC 28658 Ford NC 28609
8 4'L sM (828)465-5270 Fax (828)465-8276 TDD(828)465-8200 , P1N# 461802796836
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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: EHPR-6-16-24013
Owner: James Wharton Applicant:
Address: 8785 Colebridoe Ct Sherrills Ford NC Date Evaluated: 6/27/2016
Proposed Facility: 5 BR Home Design Flow(.1949) 600 Property Size:
Location of Site: Property Recorded:
Water Supply: public water [ ]Spring [ ]Other
Evaluation Method: pits by Russell Williams [ ]Cut
Type of Wastewater: X Sewage [ ] Industrial Process [ ]Mixed
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ih;; .fit, '.d nds a 'Ho n,lls U IH,i4':11.1'.. I �'1.1941 i 11 Ii I III I I C'I + 'tip I '}i t I II' ,„1!lnt 3 Ir1�VIII6 '. (.1194 t' Pr .
L II. ` ' Landscape) LHonzon 1941x1{U'd., I, 19411){ ' 1{' .41 Sod „ „l 0^.1943 161966 lI .1944�� t' Profle II' j
r; I P t ' t'e 1f1�, i ulli i 11I�I�I II II ¢p'I,ui!ce IN I I +i�,;n 4; �IiJhI o '. i.lII�.nnl un q';I I ues"Jl p .Nbt nt It.;; IF
E ,d i't 11;:,Position/ ,Depth(, ,'•1Structure/Al!,II"" 'gi�pp I I Con Stetn!cie,l1 Npl i II0,1'; Wetness/, (iii VIII b-.;,i$0il : d`SaP1xu 1 L ,-RIstr�t 1, !'ll�6lass, , t,
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1 LL 10-12% 0-8" topsoil
8-36" SC SS SEXP SP FR 48" PS.35
36-48" SC w/sap
2 LL 12-15% 0-6" topsoil 32" PS.35
6-32" SC SS SEXP SP FR
32-56" SC w sap
3 same as 2 32" PS.35
4
Description Initial System Repair System Other Factors(.1946):
Available Space(.1945) PS PS Soil Evaluation By: Jason Boyd
System Type(s) IIIBG IVA Others Present: Russell Williams
Site LTAR .35 .35 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 11 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 Mineralogy
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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