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HomeMy WebLinkAbout20240133 Ver 1_2024-01-18_FULCHERS-PT_SITE-PLAN_20240119V4zNNV,d-S13SVHd o ON'NH39 M3N '311 ��3� EUISDO43a41NlOd S,a3Ho-n-i mmo= U a �e 'S 3NIHVN Airivno am ONISDOIAH3 3 .VN i�3roed KlNO S3SOdund M3In3H HOd - S9NIMVHG id3ONOO ® �o &Q _ ali za oQI.N G- - mono _ oz a - � - - - o �o - / �o - _ _ - mower a o �Na { _ w oG wo a�ao �� o o a w w - o lopiuo Ikt n f O - 0z 0. x' o ww./ 0 0� o a I I i '♦ le o �y a �4 ti a Al 0 a4 O a u- a a a _ 3ON0O NCDEQ Stormwater Design Manual Environmental Quality OUTLET STRUCTURE (a) DRAWDOWN TEMPORARY POOL IN TWO TO FIVE DAYS (b) DISCHARGE RUNOFF FROM 1-YR, 24-HR STORM TO MINIMIZE HYDROLOGIC IMPACTS TEMPORARY POOL MAIN POOL --------------- Figure 3: Wet Pond Example: Cross -Section View 2 VEGETATED SHELF MINIMUM WIDTH: 6 FT MAXIMUM SLOPE:6 H: 1 V VEGETATED SIDE SLOPES RECOMMENDED SLOPE: 3 H : 1 V TRASH RACK FRONT AND BACK EMBANKMENT SLOPE REQUIRED REQUIRED TO BE VEGETATED 6' MIN. EMBANKMENT :LF VVII TH MINIMUM WIDTH: 10 FT FOR MAINTENANCE ACCESS PROPOSED GRADE OUTLET PIPE EXISTING GRADE All DEWATERING METHOD WET PONDS SHALL HAVE A METHOD TO DRAW DOWN STANDING WATER TO FACILITATE MAINTENANCE AND INSPECTION MIN. 6'SEDIMENT (E.G., SKIMMER OR PUMP) STORAGE Figure 4: Wet Pond Example: Outlet Structure TRASH RACK (REQUIRED) WEIR (OR OTHER METHOD) TO ESTABLISH RISER CREST \ ORIFICE OUTLET TO ESTABLISH TEMPORARY POOL NORMALPOOL MUST DRAW DOWN •. TEMPORARY POOL IN ' TWO TO FIVE DAYS NORMAL POOL Y I I 1 3 I I I 1 OUTLET PIPE I I I I DEWATERING METHOD I WET PONDS SHALL HAVE — — — — — — METHOD TO DRAW DOWN STANDING WATER TO FACILITATE MAINTENANCE AND INSPECTION (E.G., SKIMMER OR PUMP) •� . ANTI -FLOTATION SLAB ANTI -SEEP MEASURES ARE RECOMMENDED C-3. Wet Pond 5 Revised: 11-23-2020 C'.Environmental NCDEQ Stormwater Design Manual Quality Figure 1: Plan View of an LS-FS Adjacent to a Riparian Buffer Frei iorced _\ D,V,055 Swralc 7 From rorckray Nand filter 5tnp Zone 2 Fer Zone 15uffer I�30a50R�20�— +�30n�: Ptowv 5FAtW Underdrain - 5=d roe Site L I Soil Condlk�ons [drain fmto 1 AS5 Swale) Spreader Lip Underdra rQptiana LS E3 157 Stone on ' v Eirectipn FG t x FabM 13UFfer� flou:da+-r of rlow Figure 2. Cross -Section of an LS-FS .6 ft 1 ft 3 ft .30 or SO ft level Sp reade r Swale Vegetative Filter $trip AppropNitely Sim Footer 7 Stone C-9. Level Spreader -Filter Strip 2 Revised: 11/20/2020 N 2 O 3 z i ° 2 � o, 0 �a 996T HMON OLLYNOW i LL ^ 2 2U W¢p J �V �Og ti0 � h eU�I1 U Co 54 •4J Cr O ¢) a) 1� 2 59� �titi 440� maw zo;w �F�iwcwir ¢ Oln ° 3FG¢wUJ4 a agaT�QQ� O I a mN>GZ�I�` Fx->�-0aw�20 r�rw�yJ mwQ, �rwQ�r3oa zoQ z Q aom� .Q o i J om axrxwmi .1UFoFa�l z'd Qiasm� 11 lo zay cria'iaoo=y L C',, 16 y �E- 314410 35o 5' 34" N Soil Map —Craven County, North Carolina (Fulcher's Point Dredge Site) 314450 314490 314530 314570 �` Soil'm i�y'n t he v5liei at this scale. 35o 5' 23" N \\ I _= —EPMW 314410 314450 314490 314530 314570 m Map Scale: 1:1,670 if printed on A portrait (8.5" x 11") sheet. Meters N 0 20 40 80 120 Feet 0 50 100 200 300 Map projection: Web Mercator Conermordinates: WGS84 Edge tics: lfrM Zone 18N WGS84 usoA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 314610 314610 314650 Q, 35o 5'34" N N It35o 5'23" N 314650 o 1 /4/2024 Page 1 of 3 O U 0 Z /W V W J a O O U) U) 7 U O 0-0 U O O E O) � U a3 a3 Q M —_ O_ O (6 U O C C U) E m U) y o)" O O ELN O E a) . (6 (6 O- p U a3 � a) = y E y > O O a) C > Q O a) -0 -O U) 6 > Q a3 U a3 CL a3 m EN O C a3 a) y U a) N E o) C O E C N O a5 y E (6 7 Q N N y a) C 0 w E U Wi O L O C N i u) y N u! a) O_ U 0 U O O N U) p .� m.N � E '6 N '6 "J N O N C_ E e U „_ a3 '6 O Q mO) U a) O E O O N a) �a N a) a N O U C .O E >, a3 m U) -0 O a) y N N c a3 N a) d' a3 N O N a) (D O Q N 'O Z U O tl)CL ' m tl) U 0 d a) -p a3 U U) 7 a3 Q N O N _ N j L 2 a) E U W a5 O N O L 2i y O N L y Q N U) Z Q a) Q 2 C U)� p w Q >+ U a3 a) N O � U N p O O U O U a3 O O Q ._ a5 O E O a) a) N .� U a) O N U) �O O Q E T O u) 0 U)E '� a) as o U o_ a) as E a) U N 7 u) U O N Up O' 'O '6 a)� C O N N aS � O a3 E a) y Oa,Q.0o �:N N U) U) U) Q Utl) i U Q y t O N a) a3 Z E Q U a) Q o a) a) a3 a) a) rn 0 O �� >+ L N a) jp O) N -O a3 0 a5 E O _O T 7 C y Q a) j, a) (6 (6 7 ,tl) C N Q U) (6 16 O '6 O Q p o g 3 U as U .o Q as m s n E �+ E _ U a) O (Su E 0 7 p D O a) N O 7 N O> N Q 7 0 O N a3 0 O L O v'i O U U)" N m Q a) U a) aCL 3 E C y N o 'Q ._ M m a) a) p a) 0 Q .� a) 3 m O y �_ U y� !E0 = — O N aS N a) O) E a5 55 a E U U Q o Q as H o 7 U U O U H. y � y 4 O R Q L Q Li O L >. 0 a) Q O J R a) O O O L Q U O Q R R p m d O O U O N N N y O R N L y a U U) in > 0 U) in g J v Q � R C R � � a) iu LL }{ O O * R 4 R5 R F m y C O O y Q 0 .� U) a° a° N c N a CL ay oQU >C >C >C a) a R o w 3 R >> o aO Q Q O ° 0` w Y Qo a0 O o m >. a)O Q E O a) UQ)y 3 R O > o —oo 0 0 O O > n n n m o o m R o o p a m U) U) U) in U) U) w a R cun Q y Uo � U � a) U 0 a) U Q _a O U m 0 m Z Soil Map —Craven County, North Carolina Fulcher's Point Dredge Site Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Se Seabrook loamy sand 0.2 3.2% TaB Tarboro sand, 0 to 6 percent slopes 0.2 3.2% Ud Udorthents, loamy 6.4 93.5% W Water 0.0 0.0% Totals for Area of Interest 6.8 100.0% USDA Natural Resources Web Soil Survey 1/4/2024 Conservation Service National Cooperative Soil Survey Page 3 of 3 N Z .s V -E o z `i' y Z m Q° m o a 3 ., = V R E vvir � N E O O O O 4lJ C R N O L.L 2 O C R O w — — O > R aR+ 2 O C (D 0 l7 C ' 0 CD w j vi v O t a Z v? a N Ur M m Q Q LL N N C Y �a 0 .0 O tz! a`i m OEL O O R V C Z — R O — m R c o C O o Z R O R Z o z Z Cf Q x z�@NZ a /a T v a a � �ooa) Z) V o = C IL dIL � o G- O _ v , . 6 Oa i* �eU