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20221490 Ver 1_Sheet C5.3 P22044-DOHM Brooks Eng SESC Plan Set_12-20-22 ford loc_20230206
DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7 GRADING AND STORMWATER LEGEND — EXIST. BOUNDARY — EXIST. ADJOINER . — EXIST. STREAM EXIST. STREAM BUFFER EXIST. WETLAND / •r W •. • * EXIST. FEMA NON —ENCROACHMENT FEMA FLOOD HAZARD AREA (1%) FEMA FLOOD HAZARD AREA (0.2% EXIST. RIGHT OF WAY - EXIST. EASEMENT — EXIST. BUILDING SETBACK L J ▪ EXISTING BUILDING EXISTING SIDEWALK EXISTING PAVEMENT EXIST. CURB SO EXIST. MANHOLE Oc.o. EXIST. E SS E—W MANHOLE EXIST. SANITARY SEWER — EXIST. SEWER CLEAN OUT EXIST. WATER LINE IWMI EXIST. WATER METER HYDJ EXIST. FIRE HYDRANT WVD4 EXIST. WATER VALVE E OU EXIST. OVERHEAD UTILITIES PP M ) EXIST. POWER POLE E U EXIST. UNDRGRND UTILITIES E—ST EXIST. STORM DRAIN ® EXIST. CURB INLET • EXIST. JUNCTION BOX EXIST. DROP INLET Q EXIST. TELE MANHOLE El EXIST. DROP INLET El EXIST. TRANFORMER 0 50 100 150 SCALE: 50 DEVELOPMENT DATA PROPERTY ADDRESS: 2595 PEA RIDGE ROAD MILL SPRING, NC 28765 PIN NUMBER: P104-3 & P104-36 PROPERTY SIZE: 169 AC ZONING REVIEW: POLK COUNTY EROSION CONTROL REVIEW: NCDEQ STORMWATER REVIEW: NCDEQ ZONING CLASSIFICATION: AGRICULTURAL RESIDENTI PROPOSED NUMBER OF UNITS: 1 BUILDING PROPOSED DENSITY: 1/169 PROPERTY OWNER: DOOR OF HOPE MINISTRY CONTACT: DAVID STOLTZFUS ADDRESS: 1710 LYNN ROAD COLUMBUS NC 28722 EMAIL: DAVE4DOH@GMAIL.COM PHONE: 864 804 9192 DEVELOPER: DOOR OF HOPE MINISTRY CONTACT: DAVID STOLTZFUS ADDRESS: 1710 LYNN ROAD COLUMBUS NC 28722 EMAIL: DAVE4DOH@GMAIL.COM PHONE: 864 804 9192 ENGINEER: BROOKS ENGINEERING CONTACT: WYATT EDSEL, PE ADDRESS: 17 ARLINGTON ST ASHEVILLE, NC 28801 EMAIL: WEDSEL@BROOKSEA.COM PHONE: 828-232-4700 -• 1 1 1 \ • • • 1 C7 ' .. / , ,,-- -- ,..-----„ 'N., \ \ \ \,..\:\•...\ • \ ...\\.. \ \ ‘ ......„.....• ir ,/r .N‘< ...' \ 1 • • /O` /7— \— / CPj �-• — ~_~_ • .... - // %'f (,--/„----- PROPOSED SWALE (SEE SWALE CHART C-5.5) (TYP) ` ___-- '— ----\ 1 \ • • 1 • • • \. ` `, ` \\ ` \, • • `. \ LI / \ 1, 1\� \ • t / / / / ------------- --,\ ---- -�w •\ • • PROPOSED CHECK DAMS (TYP) sN, Ns • • • • • • \.\ ‘• • • • • • • • • • • • • • • PROPOSED SILT FENCE (SEE DETAIL C-3.3) (TYP) • • • • Os • ihltitt --------------------- PROPOSED SLOPE MATTING (SEE DETAIL C-3.3) (TYP) • • • • • • • 44 "f4k • • • • • • • N. PROPOSED LIMITS OF DISTURBANCE (TYP) PROPOSED CONTOURS (TYP) GP sNN -\________7 • • • PROPOSED RIP RAP OUTLET PROTECTION (TYP) • 111 PROPOSED OPEN BOTTOM CULVERT (BY OTHERS) (TYP) CREEK CROSSING #2 (SEE DETAIL C-5.7) ' ) it 1 \ 1 \\\ Ili\ \l‘ \`‘) • -- • • • • • • \NN\ • • • • • • • • • • • • • • • • APPROXIMATE LOCATION OF EXISTING FORD • • • DOUBLE ROW SILT FENCE CO • • • • • • • • • • • • • • • • • • • • • • 14. PAt 414 IL • • • • • it 7 '6) \fPROPOSED STORM PIPE (SEE PIPE CHART C-5.5) (TYP) • • • • / • • • • • • • • • • ----- • • • • • • • • • • • PROPOSED PAVEMENT (SEE DETAIL C-4.1) (TYP) • • • • • • • • • • • • • • • • • s 2 \\ • • --------------------- ) , ' • • • PROPOSED STONE INLET PROTE6TION (TYP) / //2 .1„1"'" '''''' DOUBLE ROW SILT FENCE ' REINFORCED OUTLET (TYP) • co DOUBLE ROW SILT FENCE TEMPORARY BRIDGE (BY OTHERS) (SEE DETAIL C-5.7) • • • • • • • • • • • • 111.\\. • • • • • • • • • • • • • \ • • • • • • • • • • • • • • • • • EXISTING PROPERTY LINE (TYP) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 11 1 15) co (NI cci uu — 86.5 Jaz C71 CC H PROPOSED SURFACE (TYP) EXISTING GROUND (TYP) .07 r- co 07, 2. 07, 47, 2 CNI CO 2. oa CO 1,0 L,c! lue IN co VI LI \ St A% SETLAE: p 8 SD co r. 0 CO CL BOTTOMLESS CULVERT (BY OTHERS) 21+50 22+00 22+50 23+00 2.3+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 0 2 2 2 2 REVISIONS/SUBMISSIONS NC DEQ ESC RE -SUBMITTAL TO NC DEQ RE -SUBMITTAL TO NC DEQ ADDED LOD IMPACT PERMIT REVISION ates changes made on this sheet n number with a tri Revision/Submi SEAL 035686 44/7 AS NOTED a) 0 rts 2022-12-20 Cili 1:4En (for) Clu ) LO kj 0 P4CL Id Id PP 0 Id 67 if) cn Ln -E51 eS* • • co co wto 0 co CD CO co