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HomeMy WebLinkAboutIMPV-11-09-2936.TIF IMPROVEMENT PERMIT For Office Use Only Catawba County Public Health Department *CDP File Number 3 6 4 4 4 t Environmental Health Division County ID Number: EHPR-11-09-2448 P.O Box 389, 100-A Southwest Blvd Evaluated For: NEW Newton NC 28658 Township: Phone: (828)-465-8270 Fax: (828) 465-8276 7 J PERMIT VALID UNTIL' 11/24/2014 *NOTE TO INSPECTIONS DIVISION: Building Permits cannot be issued with this Improvement Permit. Applicant: Adrian Balan Property Owner: Adrian Balan Address: 6004 Glenwood PI Ct Address: 6004 Glenwood PI Ct CRy: Hickory CRY Hickory -7 State/Zip: NC 28602 State/Zip: NC 28602 Phone (828) 962-6263 Phone Pro ert Location & Site Information Address/Road 9, Subdivision: Deerfield Phase: Lot: 79 5946 Woodhall Dr Hickory NC 28602 Directions Structure: SINGLE FAMILY # of Bedrooms: 4 # of People: *Water Supply: NEW WELL System Specifications Initial S stem *Site Classification: Ps Minimum Trench Depth: Inches Design Flow: 4 8 0 Maximum Trench Depth: 4 Inches Soil Application Rate: 3 5 Septic Tank: 1 0 0 0 Gallons `J 1-Piece: QYes ~No TYPE III G G. . OTHER ER NOON-CONN. . TRENCH Class fic NDescri THENCH SYSTEMS Pump Required: QYes Q No May Be Required Pump Tank: 1 0 0 0 Gallons *Proposed System: 25°~°REDUCTION Yes ~ No 1-Piece: Q Q~ Repair System Required: + Yes ONO ONO, but has Available Space Repair System *Site Classification: PS Minimum Trench Depth: Inches Soil Application Rate: 3 5 Maximum Trench Depth: 1 4 Inches *System Classification/Description: Pump Required: QYes O No ( May be Required TYPE III G. OTHER NON-CONV. TRENCH SYSTEMS Pump Tank: 1 0 0 ~ Gallons *Proposed System: 25°i° REDUCTION Page 1 of 3 £;o Z a6ed salnulry smoH 0 0 (VM:HH):auJ!llelol .-PaLrmue Bulmeaa/ueld al!S,, 6uiMeaQ:podwlo 6uimeaQ pueH 4uoi}ejidx3 Ino4l!m PiIeAO S :lu96yalelS pazuo4lny 6 0 0 C / b C / i t :anssl ;o alep siees seon-i - 969L :A9 panssl. 6n~~ aJep :ajnleu6!S sdaJj le6alque3ilddy o Wnbalj aJnleu6!S le6al/lueollddy 6Lj iLdai pue'6ugiodai 16uuoi!uow'aoueualu!ew 'uogelado 'uo!ielielsul 'uogeaol walsAs 6u!pieaai suo!1!puoo 1lwsd pue %aini 'sMel ayi 4i!m aoue!idwoo 6uunsse io; alq!suodsai aq I!e4s LUMSAs ays 6uilloituoo l0 6u!umo uosiad a41-(A)SEl`do£L S03N) seSueyo asn papuewi to wid 'veld el!s a41 i! uoneoonai of loafgns si puuad slyj alo!1Je s!41 Jo 'salni ayi 'su0!3!Puoo a41 A;sges of uJalsAs a4l ;o alnl!e; lo; sipuad ayi a)Iona, Aew pue aouenssi a4l uo suop!puoo asodw! 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Drawina QN/A W00a" AlOr .4p P Vi/ o y o ~ `e ~P?~ o•je c~ o a~ t 0 M ~,Ng Page 3 of 3 Department of Environment, Health, and Natural Resources Sheet: f[r f~/ o Division of Environmental Health Property ID: V O On-site Wastewater Section Lot SOIL/SITE EVALUATION File for ON-SITE WASTEWATER SYSTEM AppID: Owner: Adrian Balan Applicant: Address: 1359 Shadowfax Wynd Date Evaluated: 11/16/2009 Proposed Facility: House Design Flow (.1949) 480 Property Size: 1 Location of Site: Deerfield Lot 79 Property Recorded: Water Supply: [ ] Public [X ] Individual [ ] Well [ ] Spring [ ] Other Evaluation Method: [ ] Auger Boring [X ] Pit [ ] Cut Type of Wastewater: [ ] Sewage [ ] Industrial Process [ ] Mixed S,OIL~J0RPH9L0GY b` PRO.H.L•E FACTORS s~ zH 1942 L L r ionzon k 1 1 1941 Soil 1943 1956 944 Profile E lsa C?Ppth x ~t n ^°tence Wetness/ Soil Sa`pro Restr Class N.)a alogy Color Depth (IN,) Class Honz & LIAR 1 L 0-6 scl/sbk fr/ss,sp 38" ps 6-38 scl/sbk fi/ss/sp 15% .35 2 L 48" ps 15% 0-42" scl/sbk fi/ss/sp .35 3 0-36 scl fr/ss/sp River rock within profile< 50% 36" ps .35 4 0-42 scl/sbk fi/ss/sp 42" ps .35 Description Initial System Repair System Other Factors (.1946): Available Space (.1945) Soil Evaluation By: System Type(s) Others Present: Site LTAR Site Classification (.1948): Site Evaluation By: Others Present: Sheet: COMMENTS: 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 C-Clay Consistence Consistence Mineraloav 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 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 0 t f r xk SOIL+MO~,+PH,OLOGY OTHER F 1941... :PROF)LE FACTORS h~ <<~ 1942 Lan + H1 941Soil 1943 1956 1944 Profile P Co sistence Wetness/ Soil SaproRestr -Class 's 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-Shoulder 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 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 Loam PR-Prismatic T-Terrace CL-Clay Loam FP-Flood Plain SCL-Sandy Clay Loam IV SC-Sandy Clay 0.4-0.1 SIC-Silty Clay C-Clay Consistence Consistence Moist Wet Mineralogy 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 ~ L ti