Loading...
HomeMy WebLinkAbout20090587 Ver 2_Phase IV-C7.2 WETLANDS IMPACT INVENTORY MAP-000_202111108 A IMPACT #9 IMPACT #6 :~.• •. • • 1 i 1 ; ,•• • 1..0. . •••• • .�` . • •` • IMPACT # I • . 0.50 AC ► 4 1• . • • • IMPACT # 2 `�. IMPACT #5 IMPACT #4 IMPACT #3 I ♦ 1 \ . ‘1 . ‘: . .. : ot t Pat S :.., Or.itittor ill It inri --Nmalw, w*w 41r - P • ' ilinit' il • • fr~.1••— +•.w • 1 1 • o .O • ♦, •� •'tea ♦♦ :.•,• �• ■.� �••� v z 0 i d cC 20444 3 b b 1 *•/• •■■•14 N07'35'04"E NCGS Ir 1367.27' MONUMENT "BORN" ,. 4 • I''' •' ;• ♦., • 4. S. I. -•••• ♦ HE LANDING AT MILL CREEK WETLANDS IMPACT INVENTORY MAP SNEADS FERRY ONSLOW COUNTY, NC . I ~• • ,♦ 4 t.• • .. `*• : �' 1• • IA 1 • . \ 4°1! • • .•—••—•. s. • 1 I • -••_. —■■_■. ► �•►`•� 1 1 ,� 1 ! I • .: • I ▪ • 1 • �'• I • I QU0 0 : ; 1 f• W W�—W ERRS OVER CULVERT OUT PARCEL 118 AC OUT PARCEL 118 AC COMMERCIAL AND RETAIL TRACT 7.90 AC ■ : ■r• FUTURE DEVELOPMENT NC HWY 21U NAD 83 300' 0' 300' 600' 900' SCALE - 300' IMPACT #7 IMPACT #8 DEVELOPMENT ONSLOW COUNTY SCHOOL SITE PO R LINES N05'48'26"E N.C. HIGHWAY 210 3369.80' 150' R/W (ASPHALT -PUBLIC) / / / / SMN / / / / • ` /7•• `00' JONES ONSLOW EMC RJW S14'19'29"W A113.33' 0 NCGS MONUMENT -"SITE"- N.C. HIGHWAY 172 SITE VICINITY SKETCH NOT TO SCALE y:.:: _ % S. -. . . . • T / 1• C) • MD • • / ,7 SYM. oo nv LJ Ln Ln EN Ln up - • BEARING AND DISTANCE PROPERTY BOUNDARY SPOT ELEVATION X 47.6 EXISTING CONTOUR TEMPORARY ENTRANCE SED. FENCE/LIMITS OF DIST. EDGE OF PAVEMENT CHECK DAM PROPOSE SS LINE PROPOSED SS MANHOLE FIRE HYDRANT PROPOSED WATER LINE BLOW OFF ASSEMBLY BO GATE VALVE 6" CI GATE VALVE SS FORCE MAIN WATER SERVICE SS SEWER SERVICE ENREGY DISSAPATOR SWALE NARY PLAN Lu NOT FOR CONSTRCUTION • CURB OUTLETFLGME SKIMMER BASIN LOT LINE RIGHT OF WAY EASEMENT WETLANDS a. LaS Engineering / Consulting / Design GALLANTMC@YAHOO.COM PO BOX 4039 SURF CITY, NC 28445 910.448.1046 NC REG NO. 25572 AL REG NO. 32178 NC FIRM C A 8 5 4 DELINEATED WETLANDS LINE WEI-LAM-3S -\ \I 201 01 201 401 601 SCA_ ° I I = 201 DELINEATED WETLANDS LINE -\ WETLANps (3) PROPOSED 60" RCP CULVERTS PROPOSED ROAD SURFACE GUARD RAIL PER NCDOT SPEC. INV OUT = I 1.75 FILL CULVERT WITH STREAMBED MATERIAL I 2" ABOVE INVERT 20LONG RIP RAP ENERGY DISSAPATOR 30 6" RIP RAP, I FOOT DEEP 25 20 15 10 -\ \NEI-LANDS DELINEATED WETLANDS LINE WETLANDS IMPACT PROPOSED = 0.20 ACRES STEAM CHANNEL IMPACT PROPOSED = .0057 ACRES INV IN = I 1.97 FILL CULVERT WITH STREAMBED MATERIAL 12" ABOVE INVERT 00CADU Do. N30g30;400g30 50 SECTION A -A I" 10' 100 • NARY PLAN 2 0_ NOT FOR CONSTRCUTION Engineering / Consulting / Design GALLANTMC@YAHOO.COM PO BOX 4039 SURF CITY, NC 28445 910.448.1046 NC REG NO. 25572 AL REG NO. 32178 NC FIRM C-1989 A 8 4 C; / 60.00' 43°14'17„w • -♦ \ .- \ — . / --•k-- - - -.\ —\—// / / / / // \ - / / / / / / — \ W\ \\ �.\ \ \\ rr SAg �0g6 \ \\ \\ \— \ _ 48.83' _ 5$' \ \ _ \ - - - — M O� Z �\ \ \ CC 30 25 20 15 10 _ _\ / \ \\ /- _`��.0. / / \ �- - - / / / \ \ \ • \ - — 1\ - - / / / '•%--- \ • 1 ....._ ( ...'". ........ -- ":„..." ••••■■•••••=•7•':!"", ,...:z.......... • I / / / / / / /---♦---_ ..♦ • �\� \ `• \ 1 / / / / 37.79' {{/ / / � S43714'17f I p ©'� a 800 OADWAY5 000000 `)_0 1 NOGAP 0 -+00 8' C-900 WL EXISTING GRADE 0+50 1 +00 1 +50 2 +0 0 / / / / 2+50 3+00 \ \ ••�.h \ ..'t.� \ y y _ \ � \ \ \ \ \ / �•`i \ y y �- `� \ . \ y y� • \ / y y \ \% \ y y \ \\ \�_— \) \% \ \ / y ,\ \ \ 1 / , \ / . ♦ I y .4 , N \ 2�w \...._ ) 1 / / / •/ I / ago° \ 1 / / /;♦ / K\� \ o / / / ♦ / / \ \ -'� /� / / // / / 1 // / _ — 0 1 / / .._..// / / / / / ♦i� // / / / / / .4 / // // / / / 1 / ,/ // / ♦! /-/ / / // / 1 / / / / / N27.472 E 7 / / 17 .00' / ; / / / / • / / / / / / /;' / / // / ! \ \ \ \ \�, 1 \ / / /I' // /// ,// 8' C-900 WL EXISTING GRADE 3+50 4+00 4+50 5+00 5+50 6+00 6+50 y 7 +0 0 y/y y y 9 y / y -9 y 9 9 -yam y y y y y y y y y \y - y y y y y \ y y y y y y y y y y \y y y y -• v \ y -0 y y y y y�\Y y y y �i9 y y y y y -v ! : : : 4I 8' C-900 y y y y 7+50 y y y y 9 y 9 y DIP OVER CULVERT CROSSING 8+00 y .v y y -v n y y y y y y y y ESISTING CHANNEL NN NN 9+50 / / / / , //V (3) 60" RCP CULVERTS INYERTS TO BE 12" BELOW CHANNEL BOTTOM — — I, j. // \ (S) ‘,6 \ \ /;‘ /1 i (c\ I (2 // r (S) 1 i )\ I 1;, /0 , \ 1 1 1 1 <r:(,'P 1 1 \ f - LA LO UV 13+50 co TX 75225 LJ CD • 12 Ln Ln NARY PLAN NOT FOR CONSTRCUTION Engineering / Consulting / Design GALLANTMC@YAHOO.COM PO BOX 4039 SURF CITY, NC 28445 910.448.1046 44/ CO NC REG NO. 25572 AL REG NO. 32178 NC FIRM C A 8 5 4 1 D IMPACT #I ORIGINA MPAC • i I • ACTUAL IMPACT '.% '•♦ '•♦ IMPACT #1 THE ORIGINALLY DESIGNED IMPACT WAS 0.0701 ACRES. THE ACTUAL CONSTRUCTED IMPACT WAS THE SAME. IMPACT #7 IMPACT # 7 THE ORIGINALLY DESIGNED IMPACT WAS 0.1879 ACRES. THE REVISED IMPACT WILL BE 0.0818 ACRES. THIS IMPACT HAS YET TO BE CONSTRUCTED. IMPACT #2 IMPACT #2 THE ORIGINALLY DESIGNED IMPACT WAS 0.0117 ACRES. THE ACTUAL CONSTRUCTED IMPACT WAS THE SAME. IMPACT #8 \11:41.. N.- . ON a .ONei'.4 s. 1.1 1 • IMPACT # 8 THE ORIGINALLY DESIGNED IMPACT WAS 0.0529 ACRES. THIS IMPACT WILL BE ELIMINATED DUE TO A REVISED ROAD REALIGNMENT. IMPACT #'S 3,4 AND 5 IMPACT #6 INCREASE 0•4141PACT DUE TO PLAN REVESJ,ONS :. IMPACT #'S 3,4 AND 5 THE ORIGINALLY DESIGNED IMPACTS WERE 0.0218, 0.0126 AND 0.0078 ACRES RESPECTIVELY. THE ACTUAL CONSTRUCTED IMPACTS WERE THE SAME. IMPACT #9 IMPACT # 9 THIS IMPACT IS NEW AND CONSISTS OF THE CHANNEL CROSSING ON SHEETS C7.0 AND C7.1. THE IMPACTED AREA IS 0.2009 ACRES. THE CHANNEL IMPACT IS 0.0057 ACRES. ORIGIN DESIGN IMPACT INCREASE IN IMPACT DUE TO PLAN REVISIONS i IMPACT # 6 THE ORIGINALLY DESIGNED IMPACT WAS 0.0296 ACRES. THE REVISED IMPACT WILL BE 0.0495 ACRES. THIS IMPACT HAS YET TO BE CONSTRUCTED. THE LANDING AT MILL CREEK WET LAND IMPACT INVENTORY IMPACT ID # AREA PROPOSED IN ORIGINAL DESIGN (ACRES) AREA CONSTRUCTED OR REVISED (ACRES) NOTES 1 0.0701 0.0701 2 0.0117 0.0117 3 0.0218 0.0218 4 0.0126 0.0126 5 0.0078 0.0078 6 0.0286 0.0495 YET TO BE CONSTRUCTED 7 0.1879 0.0818 YET TO BE CONSTRUCTED 8 0.0529 ELIMINATED ELIMINATED IN NEW DESIGN TOTAL AREA ORIGINALLY PROPOSED 0.3934 0.2553 PROPOSED STREA COROSSING IMPAC 9 I 0.3950 I 0.2009 'PROPOSED WITH STREAM CROSSING 1 TOTAL REVISED IMPACTS 50' 0' 1 50' 0.4562 100' 1 150' SCALE: 11" = 50' U _1 O CO ■ O O oo ) 0 BERKSHIRE LA\E O Ln TX Up Q Q n D NARY PLAN 2 w 0 NOT FOR CONSTRCUTION 0\� Engineering / Consulting / Design GALLANTMC@YAHOO.COM PO BOX 4039 SURF CITY, NC 28445 910.448.1046 NC REG NO. 25572 AL REG NO. 32178 NC FIRM C B A / 6 5 2 1