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<br /> \ \, \ ° \\ \\ ` \ \ \ \\\ \ \� \ 1 T \ �• 2 k k \� \ \k�X // �� �II Issue Date:
<br /> Call before you dig. \
<br /> LLI AUGUST 22,2023
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<br /> SCALE: 1" - 60'
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<br /> INFRASTRUCTURE PLAN PROPOSED IMPERVIOUS: LEGEND
<br /> ONSITE WASTEWATER NOTES
<br /> SCALE: 1" = 60'
<br /> BUILDINGS 13,880 SF
<br /> 4 SF,54
<br /> 1. WATER FIXTURE AND BATHROOM FACILITIES WILL BE PROVIDED IN THE COMMUNITY BUILDING AND TOTAL GRAVEL ROADWAYS/PARKING 44 44,544 SF — SOD— LIMITS OF DISTURBANCE
<br /> THE BATH HOUSE TO SERVE EVENT AND CABIN GUESTS. NEITHER THE RENTAL CABINS OR
<br /> COMMUNITY SHELTER WILL CONTAIN WATER FIXTURES OR WASTEWATER GENERATING FACILITIES. BUILDING SETBACK LINE
<br /> PRINCIPAL IN CHARGE:
<br /> 2. A CENTRAL SEPTIC TANK AND PUMP TANK WILL BE LOCATED NEAR THE BATH HOUSE TO TREAT ALL STORMWATER AND EROSION CONTROL PERMITTING NCDOT PERMITTING NOTES B.TUCKER
<br /> ONSITE WASTEWATER GENERATION AND DISTRIBUTING EFFLUENT TO THE DESIGNATED PROJECT MANAGER:
<br /> � PROPOSED SEPTIC DISPERSAL
<br /> SUBSURFACE DISPERSAL AREAS. i
<br /> AREA DRAWN BY:
<br /> 3. A PRELIMINARY SOILS INVESTIGATION WAS CONDUCTED BY AWT, INC. (12/7/2019) THAT INDICATED 1. THE PROPOSED LIMITS OF DISTURBANCE (LOD) IS 4.31 ACRES. B.TUCKER
<br /> OVER 313,000 SF OF USEABLE AREA EXHIBITING SOIL CHARACTERISTICS AND SOIL DEPTHS (24" OR 1. THE PROPOSED INGRESS/EGRESS LOCATIONS ARE SUBJECT TO NCDOT Project Address:
<br /> GREATER) THAT ARE PROVISIONALLY SUITABLE FOR CONVENTIONAL OR SHALLOW CONVENTIONAL 2. A LAND DISTURBANCE PERMIT WILL NEED TO BE OBTAINED FROM ORANGE COUNTY EROSION DRIVEWAY PERMIT APPROVAL. THE PROPOSED DESIGN (NUMBER, \ PROPOSED GRAVEL ROAD
<br /> TRENCH SEPTIC SYSTEMS. CONTROL AND STORMWATER MANAGEMENT DIVISION. THE PROJECT SHALL COMPLY WITH THE LOCATION AND GEOMETRY) MAY INCUR REVISIONS BASED ON FINAL
<br /> ORANGE COUNTY UDO, REQUIREMENTS OF THE NC SEDIMENTATION AND CONTROL LAW, AND REVIEW AND APPROVAL. a PROPOSED OVERFLOW PARKING 6811 HWY. 54
<br /> 4. THE PROPOSED REDUCED DESIGN FLOW FOR THE FACILITY IS PROPOSED AS FOLLOWS: CURRENT STORMWATER RULES (15A NCAC 02H .1017(2)).
<br /> MEBANE, NC 27302
<br /> BATH HOUSE FLOW: 3. STORMWATER PERMITTING WILL BE REQUIRED FOR THIS PROJECT. THIS PROJECT INTENDS TO PROPOSED STRUCTURE
<br /> 2-BDR CABINS = 55 GPD/CABIN X 5 CABINS — 275 GPD (7 DAYS PER WEEK) PURSUE THE LOW-DENSITY (LID) STORMWATER PERMITTING OPTION BY PROVIDING RUNOFF
<br /> 1-BDR CABINS = 55 GPD/CABIN X 15 CABINS = 825 GPD (7 DAYS PER WEEK) VOLUME MATCHING FOR THE 1-YEAR/24-HOUR STORM WITHIN 10% OF THE PRE-DEVELOPMENT — STREAM CENTERLINE
<br /> COMMUNITY CENTER: CONDITIONS AND CONFORMING WITH 15A NCAC 02H.1002 (44).
<br /> GUESTS = 10 GPD/GUEST X 30 GUESTS = 300 GPD (5 DAYS PER WEEK) Project Number:
<br /> SITE HOST = 120 GPD/BEDROOM X 1 BEDROOM = 120 GPD (7 DAYS PER WEEK) 4. IF REQUIRED BASED ON H&H CALCULATIONS, PERMANENT SCMS MAY NEED TO BE INSTALLED \OUTSIDE THE PROPOSED LOD. STREAM BUFFER - REQUIRED
<br /> STAFF = 10 GPD/STAFF X 1 STAFF = 10 GPD (5 DAYS PER WEEK)
<br /> TOTAL UNREDUCED DESIGN FLOW = 1,830 GPD \ VOLUNTARY TREE PROTECTION Sheet Title:
<br /> TOTAL REDUCED DESIGN FLOW = 1,530 GPD AREA
<br /> TOTAL EQUALIZED FLOW TO DRAIN FIELD = 1,441 GPD FIRE PROTECTION NOTES
<br /> 5. THE PROPOSED DRAIN FIELD DESIGN IS AS FOLLOWS:
<br /> INFRASTRUCTURE
<br /> SYSTEM TYPE = PRESSURE MANIFOLD TO INFILTRATOR CHAMBERS (W/ 25% REDUCTION FOR 1. EACH CABIN SHALL BE SERVED BY AN AUTO SPRINKLER PER THE NFPA 13R FIRE SUPPRESSION
<br /> INNOVATIVE APPROVAL) REQUIREMENTS.
<br /> PLAN
<br /> LTAR = 0.25 GAL/SF-DAY
<br /> ON-CENTER TRENCH SPACING = 11 FT 2. ALL PROPOSED GRAVEL ROADWAYS SHALL BE CONSTRUCTED TO SUPPORT AN IMPOSED VEHICLE
<br /> TOTAL TRENCH BOTTOM LENGTH = 1,922 FT LOAD OF 75,000 LBS (MIN).
<br /> TOTAL FIELD AREA REQUIRED = 47,570 SF (MIN. AREA X 3 FOR REPAIR AND IRREGULAR TOPO) Sheet Number:
<br /> 6. THE PROPOSED FORCE MAIN WILL BE INSTALLED VIA DIRECTIONAL BORE TO REDUCE SITE
<br /> DISTURBANCE AND STREAM IMPACT. C =2
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