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20072164 Ver 2_Seabrooke Wetland Impact Site Plan_20180425
STREAM ORIGIN COORDINATE: 34.210835, -78.071424 SEE % ETAI r :A- SCALE 0• • EXISTING STREAM WITHIN WETLAND 562 LF 0 0 zZ � J Lu TOP\ --__/TOP TOE TYPICAL STREAM SECTION SCALE 1:10 38 36 34 32 ISSUED FOR AGENCY REVIEW ONLY NOT RELEASED FOR CONSTRUCTION BEFORE YOU BIG, CALL North CarolinaT0 www.nc811.org Coastal Land Design, PLLC CiAl Engineedng/Landscape Amhitecto,e Land Planning / Consi—m Management NCBELS Flim U.nee P-0369 P,0-1172 Phone: 916250-9333 Wilmington, NC 28402 Fax: 916250-0502 w.vv.cldeng.mm oz b zz Q 38 J d- � Li 6g 36 34 M U 32 U) Q a o a EXISTING STREAM WITHIN WETLAND 562 LF 0 0 zZ � J Lu TOP\ --__/TOP TOE TYPICAL STREAM SECTION SCALE 1:10 38 36 34 32 ISSUED FOR AGENCY REVIEW ONLY NOT RELEASED FOR CONSTRUCTION BEFORE YOU BIG, CALL North CarolinaT0 www.nc811.org Coastal Land Design, PLLC CiAl Engineedng/Landscape Amhitecto,e Land Planning / Consi—m Management NCBELS Flim U.nee P-0369 P,0-1172 Phone: 916250-9333 Wilmington, NC 28402 Fax: 916250-0502 w.vv.cldeng.mm 0 SEABROOKE DEVELOPMENT, LLC 214 QUILON CIRCLE WILMINGTON, NC 28412 APPROVED. PROJECT'. 175-01 CHECKED: J8P SCALE: A3 NOTED DESIGNED: JRC RELEASE: PERMITTING SHEET ENV -01 0 � a Im M U U Y� O U) Q a o a O J LLI m LU U) , 0 SEABROOKE DEVELOPMENT, LLC 214 QUILON CIRCLE WILMINGTON, NC 28412 APPROVED. PROJECT'. 175-01 CHECKED: J8P SCALE: A3 NOTED DESIGNED: JRC RELEASE: PERMITTING SHEET ENV -01 \ EXISTING / ITS / i TE / PA T 73 P. SED �I ADWAL PR OSED PAVED OAD OPOSED ROAD Y P ED R�`,HT A C SSING W/ 2 X 4' Op REIN CED B PLK PR CULVE OPOSE EXISTING DITCH PR Ov(\\ TO BE ROPOS� / RELOCATED PER IMPAC (SHEET ENV -03) 258 SF t. TEMPI PACT 100 SF P POSED PRO OSED - EN WALL RIPP OP OF DITCH PERMANENT DITCH IMPACT = 258 SF TEMPORARY DITCH IMPACT = 173 SF ISSUED FOR AGENCY REVIEW ONLY NOT RELEASED FOR CONSTRUCTION BEFORE YOU BIG, CALL North Carolina www.nc811.org m m U _Z I � Z Q I - • SCALE I"=40' NOTES: 1. ALL DITCH IMPACT BOTTOM OF DITCH. AREAS CALCULATED AT 2. TEMPORARY IMPACT AREAS ARE TO BE USED DURING CONSTRUCTION ACTIVITIES AND RESTORED UPON COMPLETION OF CONSTRUCTION AND UTILITY INSTALLATIONS. PRECAST HEADWALL TOP ELEV=41.0 42 CROWN OF PROPOSED ROAD 3&— --------EXISTING GRADE 36— ' T 42' REINFORCED CONCRETE 34— O CULVERTS © 0.23% 32 - VAN=31.90; INV OUT=31.80 30 2� - - 8" WATERLINE PIPE SECTION SCALE=1:10 3: o V) 24' NORMAL CROWN V) 42—_ - PAVED ROAD 'n w cq438-- 36— , 34_ X42' REINFORCED CONCRETE 32 EXISTtNO-STR€AM 3 28- 8" WATERLINE 4" SEWER FORCEMAIN RIGHT-OF-WAY SECTION SCALE=1:10 Coastal Land Design, PILLC CMI Engineering / Landscape Amhitecto,e Land Planning / C—t—ion Management NCBELS Rm Umnae P-0369 P.0 —1172 Phone: 916250-9333 Wilmington, NC 28402 Fax: 916250-0502 wn Adeng.mm O Cn D_ > Q 0 m CM Q CU) � D_ 00- Q O J Lu m � Q W U) 0 SEABROOKE DEVELOPMENT, LLC 214 QUILON CIRCLE WILMINGTON, NC 28412 APPROVED. PROJECT: 175-01 CHECKED: JBP SCALE: AS NOTED DESIGNED: JRC RELEASE: PERMITTING SHEET ENV -02 LIMIT 87 LF IMPACT m m U U Z Y J a � � J Z W 0 J < (n < 3: o V) 24' NORMAL CROWN V) 42—_ - PAVED ROAD 'n w cq438-- 36— , 34_ X42' REINFORCED CONCRETE 32 EXISTtNO-STR€AM 3 28- 8" WATERLINE 4" SEWER FORCEMAIN RIGHT-OF-WAY SECTION SCALE=1:10 Coastal Land Design, PILLC CMI Engineering / Landscape Amhitecto,e Land Planning / C—t—ion Management NCBELS Rm Umnae P-0369 P.0 —1172 Phone: 916250-9333 Wilmington, NC 28402 Fax: 916250-0502 wn Adeng.mm O Cn D_ > Q 0 m CM Q CU) � D_ 00- Q O J Lu m � Q W U) 0 SEABROOKE DEVELOPMENT, LLC 214 QUILON CIRCLE WILMINGTON, NC 28412 APPROVED. PROJECT: 175-01 CHECKED: JBP SCALE: AS NOTED DESIGNED: JRC RELEASE: PERMITTING SHEET ENV -02 TED DITCH =0.04 ACRE = 0.05 ACRF�- NnTP-C- 1. BOTTOM OF CREATED DITCH TO BE LINED WITH JUTE MATTING. 2. SLOPES OF CREATED DITCH TO BE LINED WITH EXCELSIOR MATTING. 3. SLOPE GRADES OF CREATED DITCH WILL BE TIED TO THE SLOPE GRADES OF THE EXISTING DITCHES AT CONNECTION SITES. 4. ALL DITCH AREAS CALCULATED AT BOTTOM OF DITCH. ISSUED FOR AGENCY REVIEW ONLY NOT RELEASED FOR CONSTRUCTION BEFORE YOU BIG, CALL North Of Carolina www.nc8ll.org DITCH RELOCATION PLAN SCALE = 1 " = 100' FILL TO TOP AND 44 TIE TO EXISTING_ — — — — GRADE - — — — — - 4 - — — — — - EXISTING GRADE 40 TOP TOP 38---Te-E-- TYPICAL FILL SECTION SCALE=1:10 44 4 TOP ELEV=42.0 EXISTING GRADE 40 38 TOE TYPICAL CREATED SECTION SCALE=1:10 Coastal Land Design, PLLC CiAl Engineering / Landscape Amhitecto,e Land Planning / Consi—m Management NCBELS Flim U.nee P-0369 P.O.B. 1172 Phone: 916250-9333 Wilmington, NC 28402 Fax: 916250-0502 w.vv.cldeng.m. Z O r V ) Q C Im M U Q U U) a Y = 0 O� Q O J w Q � LU U) 0 U TO SEABROOKE DEVELOPMENT, LLC 214 QUILON CIRCLE WILMINGTON, NC 28412 APPROVED. PROJECT'. 175-01 CHECKED: J8P SCALE: A3 NOTED DESIGNED: JRC RELEASE: PERMITTING SHEET ENV -03