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HomeMy WebLinkAboutIMPV-02-2016-069379.TIF �g • CATAWBA COUNTY Q �11,7 07:i a Case# IMPV-02-2016-069379 Public Health De artment _<} —1 Subdivision CRESCENT LAND AND TIN t p .. 374502590765 � ,r Environmental Health Division r C. + PIN# ©� PO Box 389, 100-A Southwest Blvd.Newton,NC 28658 ti '� LOTti 60 o e r�. . NAME ON PERMIT: DAVID THOMAS, 3254 GRANDVIEW CLUB RD, PFAFFTOWN NC 27040 Site Address: 6655 DORSETT LN, CONOVER NC 28613 Property Size: Square Feet:28,314.00 Acres:0.65 Directions: 16 N left on St Peters Church RD, Right on Valewood, Left on Dorsett LN Improvement Permit Facility: Primary Residence - House Permit Category: Other Bedrooms 3 WATER SUPPLY: Private Well Basement? No Basement Plumbing? INITIAL SYSTEM SPECIFICATIONS Permit Valid: Expires In Five Years: _X_ No Expiration: Projected Daily Flow 360 g.p.d Proposed Wastewater System: 25% REDUCTION Type: 111G -OTHER NON-CONY TRENCH SYSTEMS Permit Conditions: 'TS-1 Pretreatment is now required for the repair system. REPAIR SYSTEM SPECIFICATIONS ----- _ ---- ---------__------- Repair System Required? Required Proposed Wastewater System: DRIP IRRIGATION Type: VD-OTHER <3,000 GPD WITH PRETREATMENT 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 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 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 Sewaee Treatment and Disposal Systems' (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. Robbie Phelps 02/21/2016 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 02/18/2021 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ehpermit 02/23/2016 11:15 Page 1 of 3 Catawba County Environmental Health A&1h- 2-70U -06137a V' 35.17 `• S!e^� 1 f�✓ N is J N . J• vl ID• P• -....., pry.•• Pf�0. 1 P'' cif 11 / Nt !_- 01 P - , o yL-- ' t ,s -b, dA,t��^ e Yip .c) V A ¢ a t �. )0 fi- t......, • a% ?. .4 4 ' l 94.01 tai I 0 0 T SP fl. if rY Parcel: 374502590765, 6655 DORSETf LN 1in=40ft CONOVER, 28613 This map/report product was prepared from the Catawba County,NC Geospatial Information Services. Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the Independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,whether direct,Indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. Copyright 2014 Catawba County NC 02/21!2016 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: 22318 Owner: David Thomas Applicant: Address: 6655 Dorsett Ln Date Evaluated: 10/21/2015 Proposed Facility: 3br Design Flow(.1949) 360 Property Size: Location of Site: Property Recorded: Water Supply: [ ]Public [ ]Individual [x]Well [ ]Spring [ ]Other Evaluation Method: [ ]Auger Boring [x]Pit [ 1 Cut Type of Wastewater: [x ]Sewage [ ] Industrial Process [ ]Mixed P iv g .4" � 3 4 IP + i 11 i'12° , ' "21 M t P r°{ r r 4- t,r Y 1 � 3��i ;5I i ' f (f 9 r.p 1u 3 -0 15 4•R a.a ,o-. p G ; h u 0 W t ..d n A . a .°t k 4 1 p11, � 1 0',", � ??4'�" `t +?; 1', 4 fi o . it� ? . 0! SOIL`MORPMOLOGY „, � �' ` b ' j `a rG 1•.F.4: x - Ir r 0 c a l94141 r a u r ,„ . , a as PROFILE FACTORS' 1 d ys,r c ,:;:,274,4. YF]l• .' 4 .. 1940r1 k?•X1["i8 Et 4irSirt t 11;j i1r 19423we i ; " i 9 "' �5t, S In P• L landscape Honzonl • 1941 ---i r- 11941 T Soil 1943 1956 1944 _Profile ) , E...,".:,,_ - ?PositioN Depth ;' fASytructure/ i tiki Consistence y�k+14}? -1- ,4Wetneiss/ �:FT ( IA Soil �y 1Sapaor.k p,Restrggf Class,{,;..; . # Slopee%a ,. (IN.)zr s "*}[Texture.: . I„,s„Mineralogy. ,��..ul. _ Color, _ . ” Depth.(IN.) ; -Class r4 Horiz a&-LTAR T" 1 L, 0-45 scl,sbk fr,ss,sp 45-48 scl+sap,wsbk fr,ss,sp 0.35 2 0-30 scl,sbk fr,ss,sp 30-48 sap fr 30 s 0.35 Description Initial System Repair System Other Factors(.1946): Available Space(.1945) s s Soil Evaluation By: Robbie Phelps System Type(s) 25% drip Others Present: Megen McBride Site LTAR 0.35 0.175 Site Classification(.1948): PS Site Evaluation By: Others Present: Sheet: COMMENTS: FILE#: Landscape Position Group Texture .1955 LIAR 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 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