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Home My WebLink AboutIMPV-12-09-3229.TIF • T d IMPROVEMENT PERMIT ForOffiicetlseOnly CDP File Number 3 6 7 9 4 Catawba County Public Health Department Environmental Health Division Ceunty ID Number: EHPR-11.09-2856 .ac c' P.0 Box 389, 100-A Southwest Blvd Evaluated For: NEW Newton NC 2865$ Township: MpV-+3 .p 3 29 Phone: (828)-465-8270 Fax: (828) 465-8276 PERFAIT VALID UNTIL 1214/2014 `NOTE TO INSPECTIONS DIVISION: Building Permits cannot be issued with this Improvement Permit. Applicant: Gemini Homes Inc. Property Owner: Gemini Homes Inc. Address: PO Box 376 Address: PO Box 376 City: Terrell 7 CityY Terrell State21p: NC 28682 State./Zip: NC 28682 Phone K: (704) 641-0325 Phone Pro ert Location & Site Information Address/Road Subdivision: Enoch And Ina Sigmon Phase: Lot: 59 4541 Lake Dr ' Sherrill-s Ford NC 28673 Directions Structure OTHER Hwy 16S, LT, 150 E, RT Slanting Bridge Rd, Rt 9 of Bedrooms 0 Enoch Dr, Lot on LT of People. 'Water Supply: EXISTING WELL System Specifications System C',Initial Site Classification: Ps tMtinimum Trench Depth: Inches sign Flow: 4 0 Maximum Trench Depth: a 4 Inches Soil Application Rate: Septic Tank: 1 0 0 0 3 5 Gallons 1-Piece. ( Yes (34 o `System Classification/Description: TYPE III G. OTHER NON-CONY. TRENCH SYSTEMS Pump Required: O Yes YN 0 0 May Be Required Pump Tank: Gallons Proposed System: 25% REDUCTION 1-Piece: ()Yes ONo Repair System Required: es ONO ONo, but has Available Space 'Repair System "Site Classification: PS Minimum Trench Depth: Inches Soil Application Rate 3 5 Maximum Trench Depth: 3 0 Inches Pump Required (Yes O No 0 May be Required 'System ClassificationiDescription: TYPE Iv A. ANY SYSTEM WITH LPP DISTRisuTION Pum p Tank: 1 0 0 0 Gallons `Proposed System: 50°x; REDUCTION Page 1 of 3 CDP File Number 86_94• County ID Number: EHPR-11-00-2856 'Site Modifications ❑ Open Fill Sheet No grading or construction activity is allowed in areas designated for system and repair without approval of Health Department. 'Permit Conditions The issuance of this permit by the Health Department in no way guarantees the issuance of other permits. The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. SEE ATTACHED CONSTRUCTION AUTHORIZATION FOR SITE PLAN AND PERMIT CONDITIONS Pan The improvement Permit shall be valid for 5 years from date of Issue with a site plan (means a drawing not necessarily drawn to Site, scale that shows the existing and proposed property lines with dimensions, the location of the facility and appurtenances, the site for the proposed wastewater system, and the location of water supplies and surface waters). Plat The improvement Permit shall be valid without expiration with plat (means a property surveyed prepared by a registered land surveyor, drawn to a scale of one inch equals no morethan 60 feet, that includes: the specific location of the proposed facility and appurtenances, the site for the proposed Wastewater system, and the location of water supplies and surface waters. Plat also means, for subdivision lots approved by the local planning authority and recorded with the county register of deeds, a copy of the recorded subdivisions plat that is accompanied by a site plan that is drawn to scale). The Department and Local Health Department may impose conditions on the issuance and may revoke the permits for failure of the system to satisfy the conditions, the rules, or this article This permit is subject to revocation if the site plan, plat, or intended use changes (NCGS 130A-335(1)). The person owning or controlling the system shall be responsible forassuring compliance with the laws, rules, and permit conditions regarding system location, installation, operation, maintenance monitoring, reporting, and repair (A 938(b)). Applicant/Legal Reps. Signature Required?, S ONO ApplicantiLegal Reps. Signature: `--t Date: /Z o 'Issued By 1810- Boyd, Jason Date of Issue: 1 / 0 Q / a 0 0 9 Authorized State Agent. rzi !71d C iValid without Expiration? Hand Drawing Olmport Drawing **Site Plan/Drawing attached.** Total Tlme(HHMM) Hours Minutes Page 2 of 3 CDP File Number:-36794 County ID Number: EHPR-1 1-09-2856 Drawing Type: Construction Authorization Date: 1 a/ 0 4/ a 0 0 9 Inch Dina Scale: 1 . QBIock = 0 4 0 ft. QN/A ~9.~3' LWKE OR. 7 . < I_Xt3 aQk~ M v' ~ G-Cr~ sr 0 i ,Q s T ~'6 KY r5 X t.S+ ~r Page 3 of 3 Additional Permit Conditions for the Improvement Permit And Authorization to Construct the Wastewater System for Gemini Homes, Inc.; Accessory Structure Located at 4541 Lake Dr. Catawba County Case# EHPR-11-09-2856 1. The issuance of this septic system permit shall not, at any time, imply permission to occupy this accessory structure as a habitable dwelling in violation of Catawba County Zoning requirements. 2. The existence of a full bath in the structure, as interpreted by NCDENR officials, requires a minimum 240 gallon per day design flow, as it constitutes a dwelling unit for design flow purposes only, in accordance with 15A NCAC 18A.1900 (Laws and Rules for Sewage Treatment and Disposal Systems), Rule .1949a. 1,7 C Page 4 TRACKING INFORMATION Date Calls 09/02/09 1" Contact - Discussion Only WLS2004-00500 Site Ready to be Flagged Site Flagged Site Ready to be Evaluated Site Evaluated Approved for Issuance Other Date Comments/Field Notes 09/02/09 Met on lot at request of Ed Rivers to survey lot for potential expansion of septic system due to concerns over additional building on lot. Current system is a 4BR pump system which has 1000 gallon septic and pump tanks and (6)58' lines of 25% reduction drain field according to original permit issued by George Pendergrass. Undetermined as to type of distribution to system but there was not a pressure manifold visible near drain field, so it may be a possible d box. Measured to determine available space for expansion and there appears to be an area of approximately 70' depth by 60' width to install additional drain field and allow for repair. In accordance with 15A NCAC 18A.1952 , it appears that any additional flow to system will require a larger tank. Minimum tank size would likely require a minimum 1200 gallon tank based on V=2Q where V is liquid capacity of tank and Q is daily design flow. 1200=600(2). An alternative to removal of existing tank and installation of larger tank would be to install a separate 1000 gallon tank in series with the existing tank or hooking structure up to a separate system. Evaluated an auger boring below existing system and it appears that soil has a .35 LTAR with SCL to a depth of at least 36". Soil appeared to be well drained with no signs of mottles along with being very friable, slightly sticky and slightly plastic. At 600gpd flow, an LTAR of .35 and utilizing a 25 % reduction system, a system would require a minimum linear footage of 428'( 600/.35/3*.75). The system currently has 348 linear feet of drain field requiring an additional 80 linear feet of drain field. NCDENR Division of Environmental Health `Date: 12 l e a /;?009 On-Site' Wastewater Section Soil/Site Evaluation `File 3 6 7 9 4 For On-Site Wastewater System PIN EHPR-11-09-2856 "Owner Gemini Homes Inc. Proposed Facility SINGLE FAMILY Proposed Design Flow (.1949) 2 4 e Location of Site 4541 Lake Dr Property Size Water Supply EXISTING WELL Evaluation Method Auger Horizon SOIL MORPHOLOGY Landscape Depth .1941 Other Profile Profile# POS Factors Slope 96 (IN) Mineralogy Matrix Mottle Texture Structure Consistence Color Color 1 L 0-12 CL sbk fr ss sp 1942 Wet 8 % 1248 SCL sbk fr ss sp .1943 Depth 4 8 Ps GPs Saprolde: (in) 1944 Rest Horizon 1947 Class PS EHS d, Jason Profile 3 5 ~Y PAR _ 1942 Wet % .1943 Depth GPS Saprolde:(in) 1944 Rest. Horcon 1947 Class EHS _ opy rofde LTRIP 1942 Wet % 1943 Depth GPS Sapro►rte.(in) 1994 nROest a 1947 Class EHS copy. Profile IProfile LTAR 1942 Wet % 1943 Depth GPS saprolrte:(ln) 1944 Rest Honion 1947 Class EHS opy rofde Profile LTAR .1942 Wet % 1943 Depth GPS Saprolite:(in) 1944 Rest Horizon 1947 Class EHS opy rofde Pro lie LTAR Available Space (.1945) Other Factors(.1946) Ste Classification (.1948) Initial LTAR:_ . 3 5 Repair LTAR. _ . 3 5 Others Present: Rivers, Ed Comments: Met with Ed Rivers and Jim Estes on 912/09 to evaluate property for potential addition for garage which had been built. Augered hole below existing system for 4 SR Home and measured available space for potential expansion Evaluated By Boyd, Jason r NCDENR Division of Environmental Health On-Site Wastewater Section Date- I l e 4/ 7 0 0 9 Soil/Site Evaluation Fie 3 6 7 9 4 For On-Site W astewater System PIN E H P R- 1 1- 0 9 1940 Horizon SOIL MORPHOLOGY Landscape .1941 Other Profile Profile# POS Depth Factors Slope % (IN) Mineralogy Matrix Mottle Texture Structure Consistence Color Color .1942 wet. % .1943 Depth GPS Saprolde:Un) 1944 Rest. Horizon 1947 Class 12 ;rotil EHS Profile CopyL_j LTAR _ • - 1942 Wet % 1943 Depth Saprolrte:(in) 1944 Rest GPS Horizon 1947 Class 12 EHS Copy,,,rotd Proele LI LTAR .1942 Wet % 1943 Depth Saprolde (in) .1944 Rest GPS Honzon .1947 Class EHS Copy ottl Profile LTAR _ 1942 Wet % 1943 Depth GPS Saprol4e.pn) 1944 Rest Horizon 12, 1947 Class EHS Copy. Profit Profile- U PAR 1942 Wet. % 1943 Depth GPs Saprolde:0n) 1944 Rest. HonZon 1947 Class EHS LTAR - Copy~rotd Profile LJ LTAR Comments: Attach Image The "Open Drawing Form" button, opens the the drawing form. The "Import" button, attaches the drawing, or other image into the space below. Open Drawing Form Profile: 1 X Y Z Profile: X Y Z Profile: X Y Z Profile: X Y Z Profile: X Y Z Profile: X Y Z Profile: X Y Z Profile: I~ X Y Z Profile: X Y Z Profile: X Y Z