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Home My WebLink AboutAUTH-04-2023-193862.TIF yy$ I CATAWBA('OUYTI Case)1 AtJ fFl-01 2023-19;862 ti� .t. ,1 Public I Icalth Department Subdivision CAROLINA CENTERS LLC d „�� linvironmcntal I Icalth Division PIN# 461801193017 PO Box 389,25 Government Drive.Newton.NC 28658 LOU)84 w Site Address: 8178 ISLAND POINT RD, SHERRILLS FORD NC 28673 Name on Permit: CANESIAN THEORY HOLDINGS LLC Property Size: Acres 64.04 Directions: Sherrils Ford Rd, right Island Point Rd, on left Authorization to Construct Permit Permit Category: New Septic Wastewater Flow: 1,004 g.p.d. Type of Facility: Food Service- 100 meals per day, 15 Bar stools,6 employees, and retail-450sqft. Basement? No Basement Plumbing? No Bedrooms: Water Supply: Private Well Maximum Occupants: Soil LTAR: 0.25 g.p.d.lft2 WASTEWATER SYSTEM REQUIREMENTS Proposed Wastewater System: 25%REDUCTION PRODUCT, NO REDUCTION GIVEN System Classification: IIIB-SYSTEM W/SINGLE EFFLUENT PUMP Septic Tank: New Tank: 2,000 gal Pump Tank 2.000 gal Grease Trap 1.500 gal Dosing Volume 502 gal Pump Specs: 60.91 GPM @ 12 TDH Pressure Head 2 ft Draw Down 14.34 in Drainfield: Total Area: 4'038sq ft Total Trench Length: 1,346 ft Aggregate Depth: in Maximum Trench Depth on Downhill Sidewall: 30 in Minimum Soil Cover: 12 in Minimum Trench Separation: 9 ft on center Number of Drain Lines: 9 Trench Width: 3 ft Distribution: Pressure Manifold Pre Treatment: NONE Pump Required Additional Specifications: *A 1500 gallon concrete grease trap is required. The tank must be a North Carolina approved concrete tank rated for grease. Since the grease trap will require pumping more frequently, metal rings and lids are required. *The grease trap shall be plumbed to receive all wastes associated with food handling and no toilet wastes. *Pressure Manifold distribution: Feed lines 1 and 2 equally with a flow divider from one schedule 80 3/4 inch tap. Feed lines 3 and 4 equally with a flow divider from one schedule 80 3/4 inch tap. Feed line 5 individually from one schedule 40 1/2 inch tap. Feed lines 7 and 6 equally with a flow divider from one schedule 80 1 inch tap. Feed lines 8 and 9 equally with a flow divider from one schedule 80 1 inch tap. *Pressure manifold taps must be spaced 6 inches apart and if on opposite sides they must be staggered. *If the flags marking the drainlines are removed, they must be restaked by the surveyor before the installation can begin. *Call 828-320-3067 or 828-320-3077 for a preconstruction meeting before beginning the installation. clq:nnr. 04128,2023 I5:41 CATAWBA COUNTY Case# Al1TH-04-2023-193862 Public Health Department Subdivision CAROLINA CENTERS LLC '* Environmental health Division PIN# 461801193017 PO Box 389.25 Government Drive,Newton,NC 28658 LOT# NS 2 w Site Address: 8178 ISLAND POINT RD, SHERRILLS FORD NC 28673 Name on Permit: CANESIAN THEORY HOLDINGS LLC Property Size: Acres 64.04 Directions: Sherrills Ford Rd, right Island Point Rd, on left See also attached site plan. 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. >>>>> Do not install system under wet conditions <<<<< PROPOSED REPAIR Repair System Required? Required Soil LTAR: 0.25 g.p.d.lft2 Proposed System: 25%REDUCTION PRODUCT, NO REDUCTION GIVEN System Classification: IIIB-SYSTEM W/SINGLE EFFLUENT PUMP Pump Required The issuance of this permit by the I lealth 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 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'Laws and Rules for S'ewaee Treatment and Disposal Systems' (I5A 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. Any permit issued for a conventional system may be used for an accepted system without Environmental Health authorization or permit modification.Please notify Environmental I lealth of this change prior to system installation. 04/27/2023 Authorized State Agent Permit Issuance Date 4/3/2028 Permit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. chpermmn 04/2812023 15:4I 1-611,60-s. , I I 1-fll PV-OH -01z3-ici ?, a i i I Lb ELL-01-i i PaInti 41: .41841M2E3 karavoitu JuiEs oni. fortototeLL IADY IkSou 11 AbiTH '-'64 193 na• 2S1g VG. 1 A.: I I i i ..., _.....,.._., I 1 ----- i 1 CP.- 0 10 > ..... I 1 Y , I i 0 i 9-G i 10 f e r I ).t; \.----\p • If 5 Lt. ; ! I Vv.) 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Q I I ?I V1k ; ° ,4 .f «� i { Parcel ID.: 481801193017 I / Z �� J' a \ CANEGAN m RY HOLDINGS LLC / / / a nE 3384PG; 804 , » ' I / maw§Z6gg1 it >#AR§ LNIS t4N LEE 2a • ) 1 6 0 1 Y s •. �1S4i'♦♦ 4 _ Ie kg � v ..iksvi_ % 0 ` v AM_ 0 ‘... tabr‘ 14 __I 14 4r7A . ; A. ,LiJ *by...; 0 4; .r Our € CI �y S I Pr/ O < 1 1ii t' .H I/ W $ 63 • Ig 0),1141001114 ii i ii i .\4, n';Ci ♦ i ��%III/I�P Q/AQlk//Jl4*P4• / yt4V//.Otl�. g �t�//t/44/ O�4 8178 Island Point Pressure Manifold Design Line# Color Length Hole Size Flow/Tap qpd Trench Area Cony LIAR 1&2 0/Y 106+110 216 SCH 80 3/4 10.1 166.45 648 0.26 3&4 PIG 110+110 220 SCH 80 3/4 10.1 166.45 660 0.25 5 0 154 SCH 40 1/2 7.11 117.17 462 0.25 7&6 YIP 186+190 376 SCH 80 I IN. 16.8 276.86 1128 0.25 8&9 G/0 190+190 380 SCH 80 1 IN. 16.8 276.86 1140 0.24 total feet = 1346 gal/min= 60.91 1003.80 4038.00 0.25 Des.Flow 1004 Pump Run= 16.48 soil LIAR 0.25 *Pump run time for one dose is 8 minutes 15 seconds.