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Home My WebLink AboutAUTH-4-11-17026.TIF ��,A CATAWBA COUNTY Case # y � G Public Health Department AUTH-4-I I-17026 � ? Subdivision _ Enviromnental Health Division PEBBLE BAY PH 5 v �� "�' PO Box 389, 100-A Soutlnvest E31vd, Newton, NC 28658 Lol # 216 f$ 2 '" PIN# 460601257686 ApplicanUOwner COry TuCkeT' Site Address: 7268 JAMGS CT, Denver, NC Property Size: SF 1.509 ACRES Directions: HWY 16 S/ LFT AT STACYS RGSTAURAN"I� ONTO CAMPGROUND RD/ LFT ON CATAW[3A QURRIS / APPROX 4 MILES RT ON BANKHEAD/ RT ON 13AYVILW/ LI�T ON JAMES C"I'/ PGBI3LG BAY PI-1 5/ Authorization to Construct Permit Authorization to Construct Wastewater System (Reauired for Building Permitl * See site plan and number of additional attachn�ents (_�. Proposed Wastewater System: 25% R EDUCTION Wastewater Flow ___ 4 _ g.p.d Type: II - OTHER NO N-CONV TRENCH SYSTEMS Soil LTAR: • g.p.d./ft2 Permit Category: New Septic Type of Facility: Primary Residence Basement? No Basement Plumbing? No Bedrooms: 4 Wastewater System Requirements 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: >>Z�� sq ft Total Length: 400 ft Maximum Trench Depth 30 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 5 Distribution: Serial Additional Specifications: Keep all parts of septic system and repair minimum: 100' from any well, 10' from property lines, 5' from home, IS' from drainage features. 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 a�proved, 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 Repair System Class: IVA Proposed System: 50% REDUCT[ON Distribution Type:: LPP Soil LTAR: •3 g.p.d./ft2 PUMP REOUIRED ***** OPERATOR REOUIRED 04/IS/1 f 09:07 ��,A CATAWBA COUNTY Case # AUTI-1-4-1 1-1 7026 �� Public Health Department � ti Gnvironmentai I-lealth Division Subdivision PGBBLE I3AY PH 5 �oa '�' PO Box 389, 100-A Soudiwest Blvd, Newton, NC 28658 Lot # 216 tg 2 �w P1N# 460601257686 Applicant/Owner Cory Tucker Site Address: 7268 JAMGS CT, Denver, NC Property Size: SF 1.509 ACRES Directions: 1-IWY 16 S/ LFT AT STACYS RGSTAURANT ONTO CAMPGROUND RD/ LF"f ON CATAWI3A BURRIS / APPROX 4 MILES RT ON [3ANKHGAD/ RT ON 13AYVfEW/ LPT ON JAMES CT/ PE(313LE BAY PF-1 5/ The issuance of lhis 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/%oning and 13uilding 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 'Lnws nnd Rules for Sewnge Trenlment nnd Disposnl Systems' (15A NCAC 18A .1900). Neither Catawba County nor the Environmental Health Speci�list warrants that the septic tank system will continue to function satisfacto f a ny giv period of time. Jason Boyd 04/15/2011 AU"I'H02IZLD STA"('L AGEN"I' APPROVAL DATG Permit Expiration Date: 04/ 13/2016 No grading or construction activity is allowed in areas designated for system and reparr without approval of the Health Depar[ment. 04/I �/I 1 09:07 S1�'' � Permit # EHPR 4-I 1-10301 �, G CATAWBA COUNTY Name Cory Tucker ¢ "L� Public Health Department ��o� � Environmental Health Division Address 7268 James CT Denver NC v ''�O� � PO Box 389, IOOA Southwest [31vd, Newton NC 28658 PIN# 460601257686 1$ �}2 srn (828) 465-8270 Fax (828) 465-8276 'I'DD (828) 465-8200 Site Plan Authorization to Construct � �t�` (�s' 36' P ��}�,I g � ��.rn��- ��,a �r� r�.a U�11�. y w 0 o� .-� � � k v r � ya ��.-�-«.l.<� G �� 20 . . � 7�� S � ` �'`' , c� �2 /�ow.� 5 �""'`'' � I' _L7 .............. T�.r!< ' I �J r i � �..,.,,,� � , —�" , ��--- ao I , ( I � j' � 1 ' � � � � � ( r � ( J , G � ' C i ' ( � � � �i' d ' �— � � N (, S G � � � 1 "� � � � � v ` � � � C � � i < , ( � v' . ` � ti 1$ I�� ot �c M�� l� o,� r-� I II � � l � Scale � Department of Environment, Health, and Natural Resources Sheet: Division of Environmentai Heaith Property ID: On-site Wastewater Section Lot #: SOIL/SITE EVALUATION File #: for ON-SITE WASTEWATER SYSTEM AppID: EHPR 4-11-10301 Owner: Cory Tucker Applicant: Address: 7268 James Court Denver NC Date Evaluated: 4/12/2011 Proposed Facility: 4 BR Home Design Flow (.1949) 480 Property Size: 1 Location of Site: Property Recorded: Water Supply: Xpublic [] Individual X Private Well [] Spring [] Other Evaluation Method: Auger Boring 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 Profile E Position/ Depth Structure/ Consistence Wetness/ Soil Sapro Restr Class # Slope% (IN.) Texture Mineralogy Color Depth (IN.) Class Horiz & LTAR 1 LL 4% 0-48 SC SS,SP,SEXP, FR 48" .3 2 LL 4% 0-48 SC SS,SP,SEXP, FR 48" 3 Description Initial System Repair System Other Factors (.1946): Availab�e Space (.1945) ps ps Soil Evaluation By: Jason Bovd System Type(s) IIIG IV A Others Present: Site LTAR .3 .3 Site Classification (.1948): PS Site Evaluation By: Jason Boyd Others Present: Danny Fisher 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 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 Locations � ��s ��2 i � � � ��l v.�� A � �2 � J � W�� / � �-C � �p.p� �. a�G �` Department of Environment, Health, and Natural Resources Sheet: Division of Environmental Health File #: On-site Wastewater Section SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM CONTINUED P R o SOIL MORPHOLOGY OTHER F .1941 PROFILE FACTORS I .1940 .1942 L Landscape Horizon .1941 .1941 Soil .1943 .1956 .1944 Profile E Position/ Depth Structure/ Consistence Wetness/ Soil Sapro Restr Class # Slope% (IN.) Texture Mineralogy Color Depth (IN.) Class Horiz & LTAR Sheet: COMMENTS: FILE #: Landscape Position GrOUp Texture .1955 LTAR Structure R-Ridge I S-Sand 1.2 - 0.8 SG-Single Grain SS-Shouider Slope LS-Loamy Sand M-Massive LS-Linear Slope CR-Crumb FS-Food Slope II SL-Sandy Loam 0.8 - 0.6 GR-Granular NS-Nose Siope 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 Loam PR-Prismatic T-Terrace CL-Clay Loam FP-Flood Piain SCL-Sandy Clay Loam IV SC-Sandy Clay 0.4 - 0.1 SIC-Silty Clay GClay Consistence Consistence Moist Wet Mineraloqv VFR-Very Friable NS-Non-Sticky SEXP-Slightly Expansive FR-Friable SS-Slightly Sticky EXP-Expansive 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