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I ° v n ZT 8T NO11VI321 NI S31dVA no rn p D t,T H101M �iNVB 30 d01 t,T 9T 9T a120 A lag ` _ Cmt� OS+I N❑I1V1S ld N❑Ili❑S-X-- ri,�:4,� 1 Ii — C ri 0 1.i f-e'f):VV F L*,3ie� ytic,i:tti� fl }hoN•\ ii;ashl{5��eh IF i Jz X—SECTION AT STATION 1+50CL F CJ7 - i Belvidere 16 - - 16 4 TOP OF BANK WIDTH 14_ O o 0 12 VARIES 1 RELATION- TO EXISTING SURFACE EX TAN FACE 12 Vj tip o c j V E 10 - sa 10 Vj - © ci x z cc J~N -, � 8 8 Q Cn o {.� SITE j`_� - T Cerii 15' 6 PROPOSED 4 SPOIL �` I 2 PROPOSED SILT FENCE � g — �.cz PROPOSED SILT FENCE NORMAL WATER ® 0.6' 6 4 2 oZ$ Y _i O w W c� m w m Q z =1 i I 1 TYP x N j 0 - -- _ — ,-. — — — — — � � � � � 1 � — — — — — — _ -.. - — — — -.. _ _ � � � e � � � � � � � — EX. GROUND 0 ry w C) r X. FENCE t �iJ_I tr T a i _4 -6 4\5 I / �: 7 SLOPE _4 _6 - pP1N r.a -8 �! 4' NOTE: THE WATER SURFACE ELEVATION Vi-AS 0.00 FEET, NAVD 88 _ 8 � Ln _ � - ON SEPT 27, 2012 NORMAL L 94ATER LEVEL WAS BASED ON OBSERVED EVIDENCE BY RONNIt. L. SPIVE PLS 2820. -10 D - -45 -40 5 0 -35 -30 -L-5 -20 -15 � -io -5 0 5 10 15 20 25 30 35 40 45 50 � z :... ' VERTICAL SCALE 1" = 10' w HORIZONTAL SCALE 2 " = t 0' VICINITY MAP n. t_ s. HOBBSVILLE 7.5' QUADRANGLE M. o � N 17 \ �. o a NOTE: t d THE WATER SL(,'FACE ELEVATION WAS 0.00 FEET, NAVD 88 w - ` ON SEPT. 27, 7.012 . NORMAL WATER LEVEL WAS BASED w PROFILE VIEW ON OBSERVED EVIDENCE BY RONNIE L. SPIVEY, PLS 2820. � < Li -- 18 18 - — 42 16 16 14 y__ -�-, 4 - 14 o 12 wo Q - w PERQUIMANS RIVER w - 12 10 o ;y Q 10 8 6 Portable �, ti Pump � o 30 gat. barrel used to suspend suction Line - t2' below surface _ _ _ - x _j o f a= rn 0 z o W ¢ __ 8 6 o z w z , o w J w 3 ( Q 4 v - _ _ -f v� rn 4 ---___ I�/. - - _- 1-=-- II. NORMAL WATER ® 0-6 - _-� 3:1 SLOPE' _ _ -- - _ - — — - - -- ----- —I /— ICI. \CI. I. ,' 0 + n 0 -2 4 7: 1 SLOPE _ -_ EX. GROUND ---- _---- -- - -' -- Zsc APPROX. 4�CU. __-� -- - • -------__ — — YDS. EXCAVATION ® 0% SLOP-- _--17 --- - -- - ® -4.5) _ •� .° _ _ _�� 2 4 o o 0 ¢ Cn 0 z z PROPOS D DITCH (INV �•''- - -6 -6 -8 30' 6» -8" suction pipe \ 10' dia. x 72" long - _ -8 0 z Q 0 2 �1 a -10 L oiurninurn s[ruiner alu nu _ _ . - -- f -10 -12 -14 witholes -12 -14 -16 "1'lI''J1 -16 o =Q:cn Cr co -0+25 0+00 0+25 a+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+45 VERTICAL SCALE 1 " = 10' `...........`.. HORIZONTAL SCALE 1" _. 20' (D Z Z J yf "ram /el;,Q pa,l t5, 2e1Z o � U PLAN VIEW >t'�l iZ'(," tc 'D"r ® z O w `Z` W Iv?,7e : 2 S- 2c 3 w � 0 X O ci7 H 3 w O�c�.��t C]/�drNrvet aCn Q J Z ct `r ass PROPOSED SILT FENCE x nip n t `b, ZO 4 Q U ~ j NCR `hSFVFR \�/Jc✓r qT & yi�l3 vIF , t - -t- . EX. FENCEt —�-- 1 V a' W R�W �p -x x x-x x ^ x x-X-x x--x x x--x x -x-x x x-x x x-x x x x x x... x-x x x-x x-x rf �y CL �, h°NMi� V WETLAND FLAGS L �I CL LL RO i Z � - _ T OF. BANK ANK 50 3+00 3+45 (Y W � LU -0+35 24d21'20" 0 0 0+5 1+00 1+5�\i __ ` 2+00 W Q j �� 4' FLAT BOTTOM O -- V ---'" x—�- vv -- 3�- - —��� THY•-- --_ v TOP OF BANK UJ Portable Pump PROPOSED SPO)7 ;,AREA W ® f!a C� W PROPOSED SILT FENCE (TYP) � W 404 WETLANDS AS DELINEATED NORMAL WATER LEVEL ® 0.6' -" I 88' — CC _ d C Q Uj J BY KYLE BARNES, USACE U Uj AUGUST 14, 2012 HORIZONTAL SCALE 1 ' _ 20' m