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Home My WebLink AboutAUTH-4-11-17095.TIF �q CATAWBA COUNTY Case # AUTH-4-11-17095 � G Public Health Department � 2. Subdivision OAK LEVEL Environmental Health Division �`�' PO Box 389, 100-A Southwest Blvd, Newton, NC 286�8 Lot # 37-46&52-65 t842 �M PIN# 369902596520 Applicant/Owner HARRY COLLINS � }�PK -�'�� '�1j,3�0 Site Address: 6544 COMM SCOPE RD, Catawba, NC Property Size: SF 2.609 ACRES Directions: HIGHWAY 16 S- TURN LEFT ONTO BALLS CREEK RD - TURN RIGHT ONTO BANDYS X RDS - CROSS OVER BUFFALO SHOALS RD ONTO SOUTH BANDYS X RDS - AT END TURN RIGHT ONTO SHERRILLS FORD RD - TURN LEFT ONTO JOE JOHNSON RD - TURN RIGHT ONTO COMMSCOPE RD - OLD DOUBLE WIDE ON LEFT ABOUT 1/4 MILE - HOUSE #6544 - PLEASE CALL BEFORE VISIT DU T O BIG MEAN DOGS!!! Authorization to Construct Permit Authorization to Construct Wastewater System (Required for Building Permitl * See site plan and number of additional attachments (�. Proposed Wastewater System: 25% REDUCTION Wastewater Flow 240 g.p.d Type: IIIG - OTHER NON-CO TRE NCH S YSTEMS Soil LTAR: • g.p.d./ft2 Permit Category: Repalrs Type of Facility: Primary Residence Basement? No Basement Plumbing? Bedrooms: 2 Wastewater System Reauirements Tank Size: Existing 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: 600 sq ft Total Length: 200 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 2 Distribution: Distribution Box Additional Specifications Keep all parts of septic repair minimum: 75'from well, 10' from properiy lines 1 Sfrom above ground pool.Lines to be installed on contour. Do not grade drive or fill over repair lines. 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 Re�air System Class: Proposed System: Distribution Type:: Soil LTAR: g.p.d./ft2 04/ 18/ 11 1027 �gA CATAWBA COUNTY Case # AUTH-4-11-1709� y - G Public Health DepaRment � � Environmental Health Division Subdivision OAK LEVEL �`�' PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # 37-46&52-6� tg 2 sM PIN# 369902596520 ApplicanUOwner HARRY COLLINS Site Address: 6544 COMM SCOPE RD, Catawba, NC Property Size: SF 2.609 ACRES Directions HIGHWAY 16 S- TURN LEFT ONTO BALLS CREEK RD - TURN l�IGHT ONTO BANDYS X RDS - CROSS OVER BUFFALO SHOALS RD ONTO SOUTH BANDYS X RDS - AT END TURN RIGHT ONTO SHERRILLS FORD RD - TURN LEFT ONTO JOE JOHNSON RD - TURN RIGHT ONTO COMMSCOPE RD - OLD DOUBLE WIDE ON LEFT ABOUT U4 MILE - HOUSE #6544 - PLEASE CALL BEFORE VISIT DUE TO BIG MEAN DOGS!!! The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicanbproperty 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 Zaws and Ru/es orSewa�e Treatment and Disposnl Svstems' (i5A 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. Jason Boyd 04/18/2011 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 04/16/2016 No grading or construction activity is allowed in areas designated for system and repair without approval of the Kealth Department. 04/18/11 10:28 �� CATAWBA COUNTY Permit # EHPR 4-11-10390 � Name Harry Collins '2 Public Health Department Address 6544 Comm Sco e Rd Catawba � ,yt a Environmental Health Division '� ''�°� � PO Box 389, 100A Southwest Blvd, Newton NC 28658 PIN# 369902596520 j$ 4 �, sM (828) 465-8270 Fax (828) 465-8276 TDD (828) 465-8200 Site Plan Authorization to Construct � aa � � �� c._.�.�,, s�.p� � , r. � � n \ � _ � � - _.A �'X �S-f--�� o ��. ["� m L �� j rn �— � � � i � � .� ° i � k o � � � , .............. i � N � �t- I � . � I � � r � � � � � �� .�'+�� ' ' � i �� o �� i `: � S � � ) � _ � r � � � 4� � �f—�1 ° �L� , �l i �, Scale � � � � DepaRment 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 4-11-10390 Owner: Harrv Collins Applicant: Address: 6544 Comm Scope Rd Catawba NC Date Evaluated: 4/15/2011 Proposed Facility: 2 BR Mobile Home Design Flow (.1949) 240 Property Size: 3 Location of Si1e: Property Recorded: Water Supply: public [] individual X Private Well [] Spring [ j Other Evaluation Method: Auger Boring X [] Cut Type of Wastewater: X Sewage [] Industrial Process [] Mixed P �' � �a' �" >, � �§�� £ �' fY � � 1 m R �` � ,,,';, , �. ' O, �,, � SO1L MORPHOLOGY £ �'� � b ' ' � , �; � � �.; �, � F ; ; � `� ,�sa� _ ,� �� PROFILE FAGTORS �, � � f � .1940�. � �'f� � ''g`� � ,, ,y ,. � � ��1942 , . ��'�� ° � � "� .,:,, � - 9 L.�� Landscape � Horizon > 1941 �� .1�41 : ��,Soil ��° � 1943�� .1956 .; 1944 �Profife �� E:: ;,Positiont��° ��Depth ��StrucCure! � Consistence . �� .` �-Wetnessl �; �� Soil��.'_ Sapro ��Restr �� Glas'_s � # ' „ �.. ;° Sfo e°lo �tJ. 7eutuce � Mi�eralo " ��- j ,' � _� �'� � ° . p � } gy ,,: �� olor _ ,; �„ � rDepth (fN.) Class � � Horiz & 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: George Pendegrass Sheet: COMMENTS: Existing well on property must be abdandoned prior to installation of repair 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 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 S(ope 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 MineraloqY 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 G� �,. s �. p� 2 a � o � s �. �,,, ��1. � � i Y'� �( � � / 0 _ 1 r pv 1 I = � v � � Y