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Home My WebLink AboutAUTH-4-11-17094.TIF �a CATAWBA COUNTY Case # AUTH-4-11-17094 y � G Public Health Department �� 2 Subdivisio❑ � �; Environmental Health Division `�' PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # 1 4 2 "" PM# 460802857424 ,4pp�icanUOwner JOHN FRANKS CUTCHIN Site Address: 8303 SHERRILLS FORD RD, Sherrills Ford, NC Property Size: SF 49.68 ACRES Directions: HIGHWAY 16 S- TURN LEFT ONTO HIGHWAY 150 - TURN LEFT ONTO SHERRILLS FORD RD - GO 2 MILES HOUSE ON LEFT BETWEEN LIBRARY AND POST OFFICE - HOUSE IS OFF ROAD - BIG TRACT NEXT TO TWO DUPLEXES ACROSS FROM POST OFFICE Authorization to Construct Permit Authorization to Construct Wastewater System �Reauired for Building Permitl * See site plan and number of additional attachments (�. Proposed Wastewater System: 25% REDUCTION Wastewater Flow 360 9.p. Type: IIIG - OTHER N ON- CO NV TRENCH SYSTEMS Soil LTAR: • g.p.d./ft2 Permit Category: Repairs Type of Facility: Primary Residence Basement? No Basement Plumbing? Bedrooms: 3 Wastewater System Reauirements I Tank Size: New Tank 1,000 gal Pump Tank gal Grease Trap gal Dosing Volume gal Pump Specs: GPM @ TDH Pressure Head ft Draw Down in Drainfield: Total Area: 900 sq ft Total Length: 300 ft Maximum Trench Depth 24 in Aggregate Depth in Trench Width 3 • 0 ft Minimum Soil Cover 12 in Minimum Trench Separation 9 � 0 ft on center Number of Drain Lines 3 Distribution: Serial Additional Specifications: Keep all parts of new septic system minimum: 100' from any well, 10' from property lines and easement, 15' from home. Lines to be installed on contour. Do not grade, drive, or fill over repair. Replace existing tank with new 1000 gallon tank. Pump, crush, and backfill existing tank with soil. 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, o� the suspension/revocation of existing permits. »»> DO NOT INSTALL SYSTEM UNDER WET CONDITIONS ««< Pronosed Re� System Class: Proposed System: Distribution Type:: Soil LTAR: g.p.d./ft2 04/ 18/ 11 08:42 / �,qA CATAWBA COUNTY Case # AUTH-4-11-17094 /�� G Public Health Department r � 1\2 Subdivision ;� Environmental Health Division �� PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # � � a �� PIN# 460802857a2�1 Applicant/Owner JOHN FRANKS CUTCHIN Site Address: 8303 SHERRILLS FORD RD, Sherril(s Ford, NC Property Size: SF 49.68 ACRES Directions: HIGHWAY 16 S- TURN LEFT ONTO HIGHWAY 150 - TURN LEFT ONTO SHERRILLS FORD RD - GO 2 MILES HOUSE ON LEFT BETWEEN LIBRARY AND POST OFFICE - HOUSE IS OFF ROAD - BIG TRACT NEXT TO TWO DUPLEXES ACROSS FROM POST OFFICE The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicandproperty 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 'Lmvs and Rules forSewaPe Treatment and DisposalSvstems' (15A NCAC 18A .1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to functio sat i s f ac torily for any given period of time. Jason Boyd 04/18/2011 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 04/16/2016 No grading or construction activity is al[owed in areas designated for system and repair without approval of the Health Department. 04/ 18/ 11 08:42 �� CATAWBA COUNTY Permit # EHPR 4-11-10204 �' Name John Frank Cutchins c., � Public Health Department Address 8303 Sherrill's Ford Rd � "� Environmental Health Division t `� ' '� � PO Box 389, 100A Southwest Blvd, Newton NC 28658 PIN# 460802857424 j� 4 � sM (828) 465-8270 Fas (828) 465-8276 TDD (828) 465-8200 Site Plan Authorization to Construct � -� � � ° - o � o � � ± X � r. , � ! � • .X ( S �'� G -� � � � i u`_ 3�2 Nb...�, �e � �- � �r ��t.L..,Q� 0 � . � n �— �/ �Q.�.a N Icn�� '� nk � � / • r..X �s+. o.F .............. � a � ,� � I�i �.,� o �� ,,. �'..., � ;� � , � ^ _ ^ r ^ � �_ 3 Z _ � " — .- � �-• r- ••• 1 � ^ T- - �va' - g�o� C� �P G �I (� z � �.� �, , Scale � � � Department of Environment, Health, and Natural Resources Sheet: Division of Environmental Heatth Property ID: On-site Wastewater Section Lot #: SOIUSITE EVALUATION File #: for ON-SITE WASTEWATER SYSTEM AppID: EHPR 4-11-10204 Owner: John Franks Cutchin Applicant: Address: 8303 Sherrill's Ford Rd Date Evaluated: 4/13/2011 Proposed Facility: 3 BR Home Design Flow (.1949) 360 Property Size: 49 Location of Site: Property Recorded: Water Supply: Xpublic [] Individual X Private Well [] Spring [] Other Evaluation Method: Post Holes by owner Pit [] Cut Type of Wastewater: X Sewage [] Industrial Process [] Mixed P R o SOIL MORPHOLOGY b F .1941 PROFILE FACTORS I .1940 .1942 L Landscape Horizon .1941 1941 Soil 1943 1956 1944 Profiie E PositioN Depth Structure! Consistence Wetness/ Soil Sapro Restr Class # Slope% QN.) Texture Mineralogy Color Depth (IN.) Ciass Honz & LTAR 1 LL 4% 0-48 SC SS,SP,SEXP, FR 48" 3 2 Description Initial System Repair System Other Factors (.1946): Available Space (.1945) ps Soil Evaluation By: Jason Bovd System Type(s) IIIG Others Present: Site LTAR .3 Site Classification (.1948): PS Site Evaluation By: Jason Boyd Others Present: Robbie Phelps Sheet: COMMENTS: Existing well on property must be abdandoned prior to installation of repair FILE #: Landscaae 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 SIGSiIty 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 � � ��` r. 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