Orange County NC Website
Browse       Search
DocuSign Envelope ID:81E05E8E-EED7-43D3-8B8A-08110E72140A <br /> SL 2018-114 (c) Conditions and Site Features: <br /> The information below is provided to Facilitate the IPICA issuance. The water supply is <br /> proposed to rise thO existing well. One additional feature I would recommend is to <br /> construct protective fencing around the soil area and septic layout. The perimeter of <br /> the septic layOLIt is marked with double wire flags denoting septic lines. Due to the <br /> limited area of usable soil and layout, there is no room for error if portion of the of the <br /> field or repair is destroyed during construction. No grading, filling, storage, compaction <br /> or disturbance should be allowed over the soil/septic area. <br /> 3 605 Walnut Grove Church Road <br /> PIN: 9867419070— I K13 Acres <br /> Design Flow:4 employces x 25 gpolerriployee= 100 gpd <br /> LTAR: .2 gpd/W <br /> Trench Bottom Square Foata a Required-, 100 gpol.2 gpo1ft2= 500 ft' <br /> Drainfield Requirement: 500 ft.'13 ft bench= 167 ft. <br /> System and Repair Re uirement: <br /> Conventional trench: 334' (167' +167') <br /> Usable Soil Depth (initial):38" (Based on borings A, B and D in usable sail area) <br /> System Type: Conventional Trench for initial with pump delivery. (lllb) <br /> Usable Soil Depth Re air : 28" (Based on borings B, C, E and F in usable sail area) <br /> System Type: Conventional Trench for repair with imported sail cap and pump delivery. (Illbu) <br /> System Distribution: Initial system with Pressure Manifold. <br /> Septic Layout: <br /> Line Color Length' EIM Initial Repair <br /> 1 White 64' 5' i1" 64' <br /> 2 Blue 65' 6' 4" 65' <br /> 3 Orange 66' 6' 8.5" 66, <br /> 4 Purple 68' T 1.5" 68, <br /> 5 Lime 71' 7' 11" 71' <br /> 6 White 72' 8' 5.5" 1 2' <br /> Total: 406' 1 195, 311' <br /> 1. Amount of line length meets available space requirements(.1945) <br /> 2. Lines laid out 9' on center at minimum <br /> 3. Senchmarlc Elevation: Top of EIP @ property corner adjacent to layout: 5' 4" <br /> 4. Line lengths measured with Ralatape measuring wheel <br /> 5. Line ends are double flagged. <br /> 6. Usable soil depths are slope corrected. <br /> Project # 320059 <br />