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Home My WebLink AboutAUTH-5-11-17543.TIF � CATAWBA COUNTY Case # AUTH-5-11-17543 e . ,- .:, G Public Health Department Subdivision WALNUT ACRES F '' � Environmental Health Division ��''�' PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # 9 ,M PIN# 279019616704 ApplicanUOwner STEPHEN NOWAK Site Address: 1137 WALNUT ACRES DR, Hickory, NC �� '' ' I �� Property Size: SF 0.959 ACRES D irections: 1275/ LE FT HUFFMAN FARM RD / RT INTO WALNUT ACRES / IN CUL-DE-SAC Authorization to Construct Perrnit Authorization to Construct Wastewater System (Reauired for Buildina Permitl * See site plan and number of additional attachments (_�. Proposed Wastewater System: 25% REDUCTION Wastewater Flow 360 g.p. Type: IIIG - O THER NON-CONV TRENCH SYSTEMS Soil LTAR: • g.p.d./ft2 Permit Category: Repairs Type of Facility: Primary Residence Basement? Yes Basement Plumbing? Yes Bedrooms: 3 Wastewater System Requirements Tank Size: Existing Tank 1,000 gal Pump Tank gal Grease Trap gal Dosing Volume ga1 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 6 � 0 in Minimum Trench Separation 9 • 0 ft on center Number of Drain Lines 5 Distribution: Serial Additional Specifications: Abandoning 75' of drainfield and adding 75' below the existing system. 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 SYSTEAA U 1lV COiVD ««< Proposed Reaair System Class: IIIB Proposed System: 25% REDUCTION Distribution Type:: Pressure Manifold Soil LTAR: • g.p.d./ft2 PiJ1VIP ��iJIREI) OS/02/11 11:06 ��A CATAWBA COUNTY Case # AUTH-5-11-17543 G Public Hea►th Department WALNUT ACRES � Subdivision j'" � � Environmental Health Division Lot # v �i� ''�' PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 9 Ig 2 �M P�# 279019616704 Applicant/Owner STEPHEN NOWAK Site Address: 1137 WALNUT ACRES DR, Hickory, NC Property Size: SF 0.959 ACRES Directions: 1275/ LEFT HUFFMAN FARM RD / RT INTO WALNUT ACRES / IN CUL-DE-SAC 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�r Sewage Trealment and Di� on sal Svstems' (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. Susan Bumgarner OS/02/2011 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 04/30/2016 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. OS/02/ 11 11:06 ��- �- i►- � e� �c� .,A�uTN - s- � I - I'15y�3 ��4.8�` '�' xy�� ,�, g�� , . ro S• �`is b �k orS - � da� C_ � � � O , � , D , � ��don �15 a � u � m . ` �i S� S �-�^ �"`� � . �.��s shmN n� � d �:��.�u.d ------__ � ctrag � � �d , � j � ' In.o � r, 5 �� ' � �5 a.S S V � �, r p� � �� V�� . �UreS I� 1' Department of Environment, Health, and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot #: SOIUSITE EVALUATIOPI File #: EHPR-10446 for ON-SITE WASTEUVATER SYSTEM AppID: Owner: Applicant: Address: Date Evaluated: Proposed Facility: Design Flow (.1949) Property Size: Location of Site: Property Recorded: Water Supply: ( x ] Public [ ] Individual [ ] Well [ ] Spring [ ] Other Evaluation Method: [ x] Auger Boring [] Pit [] Cut Type of Wastewater: [ x] Sewage [] Industrial Process [] Mixed P . r , . . . , � � - ; <. , . - , ; ,.. . . , R , . �, 4 , . �,. �r � , �� ,� � � :. , o •. _ , , ' SOIL MORPHOLOGY . , a . ,. ., b. � . ° F . '„ � . ; _. .�sa� . _. . � . . . _ `__. _ . �. '_ . :_ _PROFiLE FACTORS '� � . . � I� : 1940 : , �. ; .:1942� _` ,' , : . , ,. „ L Landscape. Horizon : , .1941 � .1941 � . � :: ' Soil �� . �. , " • .1943 " .1956 �' : .1944 Profle , ' E . - Position/ : ' Depth . Strucfure! . `;Consistence " � '; `.� . `-. 1Netness/`' ` Soil� `Sapro � � Restr � Class , � � � . . .. � . � � . #.. ,_ _ �_ Slope% ,� �,_.:(IN.)._ ,__.Texture _ _ Mineralogy; �, . { , Color �: , ____._ _ Depth (IN.) " Glass ___ _, Horiz _ - & _LTAR , Is 0-38 sc,bk SE,fr 8% ps � 38 .3 Description Initial System Repair System Other Factors (.1946): �s Available Space (.1945) ps ps Soil Evaluation By: S Bumqaner System Type(s) 25% 25% Others Present: M McBride Site LTAR .3 .3 Site Classification (.1948): �s Site Evaluation By: S Bumganer Others Present: M McBride Sheet: COMMENTS: FILE #: Landscaqe 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 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 tocations � � � \ � u � .