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Home My WebLink AboutNCC241354_Site Plan or Location Map_20240503 DowSign Envelope ID:35A4E2E3-892D-4265-ACB9-8F9AE1BDE7EF CLIENT: Robert&Jane Kimery PO Box 2787 General Notes: Alantic Beach,NC 28512 1. This map is not in accordance with GS 47-30. boundary survey taken from the survey by C.D.Wentland,PLS 4312,dated:2-13-22. I 2. Area by coordinate method. 3. Dashed lines not surveyed,drawn from information as indicated. 4. All distances are horizontal ground distance. Z 5. This property is not in a water supply watershed. 1 FEMA 100VR�_ FLOOD ZONE AE OUT IN 1 6. Contour interval 1'based on NAVD'88 Vertical Datum. 2i J CL 7. Property does lie in a designated FEMA Special Flood Hazard N88'750'E J Area per Map No.3710852500J with an effective date of __ 355.95' a 10/17/06. ®Y / - - • • • �' a DISTURBANCE ALL WETLAND ARE TO BE UNDISTURBED~ O / (TYP.) CONTRACTOR TO VERIFY THAT USAGE 8. Total area of Disturbance.1.22 acres. • • WETLAND PERMIT HAS BEEN OBTAINED I 1 1 / LLJ yyb i PRIOR TO CREATING ANY 9. Location of underground utilities,if shown,are based on visible S 1,> / . i • DISTURBANCES IN JURISDICTIONAL Ir/..�1�/ evidence or drawings provided to the surveyor.Location of 1- v l i/ IIr /1 \\1 TO ' -!///// �• WETLANDS Q 1 underground utilities and structures may vary from shown // I I ///////////////// I m u� _ r locations.Additional utilities may exist.Local utility companies z / I i . ` . O ' 7. I /\ ::to '"11 CC 7 I _ L should be consulted for further information on utilities affecting / / I I v I l / i / I lI \' TO I li I I i Y1 the property. / / I - \ TEMPORARY f� / i II I i i jl i �i N 10. This surveywas done without the benefit of an attome's title CONSTRUCTION tiT ,j.1 ® O '.. O search which could disclose zoning,restrictive covenants, ENTRANCE • �� ")�� ' ® \s j h i ` U easements not visible to the surveyor,building setbacks,or (TVP.) ••I 4i ty11/- ,00 1n1 Iketmewg • ® \w '� I \ other information which could affect the surveyed property. air e00, ,,,nri et eram ?fir 1b"t' 1' 8 \ i i\ClN Q z \ IU • I \ , I1, I\', REM,�7N A \ O '� �., ^ b e M T r\ II\I 'I UNDISTURB i II\ 1m^ ^ PROPOSED EROSION CONTROL- 'n h b o 1\I FORD 1 I \ y, �/' MATTIING(TYP I IN SHADED AREAS h �^ \ I 11\11 ^ �.r SEE NOTE I �� \ EPTICFiELD.� \ TEMPORARY £�\ Z • SITE SOIL DESCRIPTIONS: I 0 1\I ", h I \ SILT FENCE M g 0 I 1 I I I I , I, 11 I ,�I I I I \'„y�' OUTLET(TYP.) H 1/.�r/ I I II ' I %i\ \I ,I 1 \1 i Li • GhB-Gilead loamy sand,2 to a percent slopes. I I I I, '2 I I Ls' di;! 0This gently sloping,moderately well drained soil is on smooth ridges and side slopes alongI 'i II ��``, �I1 \ I ,1 11 \ o drainageways on Coastal Plain uplands.Individual areas am narrow or irregular in shape and range 1 \ , 1 / from 5 to 40 acres in size. i , i 'I II rl, O' ', 1 I '\ • I ,4 i , ® \ , I 1 Typically,the surface layer is dark grayish brown loamy sand 8 inches thick.The subsoil extends to I vi I I ��111 , \ 1 I\ ',.I i REPAIR SILT FENCE I I 1 1 TEMPORARY I, '\ a depth of 50 inches.In sequence downward,it is brownish yellow sandy Clay loam that has reddish I I II I \ 1 SEDIMENT '\ TO MATCH DETAIL yellow mottles;brownish yellow sandy clay that has yellowish red,reddish yellow,and light gray i I1 y ; 1 N. TRAP#2 SEE EC1.2(TYP.) mottles:mottled brownish yellow,red,light gray,and reddish yellow sandy clay;and mottled light h 1 . ��/� /'J//� I gray,red,light reddish brown,reddish yellow,and brownish yellow sandy clay loam that has pockets : h I hye/ II 1 of sandy clay.The underlying material to a depth of 80 inches is light brown sandy loam that has 0 / n I I , , , 1 I I light gray,very pale brown,and brownish yellow mottles. : , 'f°I Included with this soil in mapping are small areas of Ailey,Bibb,Fuquay,and Vaucluse soils.The Z I i I •11%15111 11.- ` ,, 1 z well drained Ailey,Fuquay,and Vaucluse soils are in the slightly higher positions on the landscape j II , Biand are less clayey than the Gilead soil.The poorly drained Bibb soils are along drainageways.Also Tt `� i II I ��`�� 1 included are wet spots,which are identified bya special symbol on the soil maps.Included soils /`r I EXISTING I Y i Q^ 1 0 make up about 10 percent of this map unit. I I Fourva4lroN I I ,,� `��` I Permeability is slow in the Gilead soil.Available water capacity is moderate.The shrink-swell U, -- I II p l 11 ', , I i j potential is low.Runoff is medium.Reaction is very strongly acid or strongly acid,except where the ` r / ' I I '�� 1 surface layer has been limed.The seasonal high water table is 1.5 to 2.5 feet below the surface _ I , al 11 1 II during wet periods. T / -, I ' 1 1 Most of the acreage of this soil is used as woodland.The rest is used as cropland or pasture. - \ LL' o I o I 11 1 II 7 I I II 1 `I / RE-GRADE STREAM AS sR- I I EROSION CONTROL NARRATIVE: The crops commonlyon this soil are corn,soybeans,tobacco,and small grain.The hazard of / 1 grown Y 9 a ,� erosion is the major management concern.Minimum tillage,crop residue management,grassed TO O I SHOWN ON GIS. I ', THE NATURE AND PURPOSE OF THIS CONSTRUCTION ACTIVITY WILL BE waterways,and terraces and diversions help to control runoff and erosion.Bermudagrass hybrids i . i� 2:1 SLOPES • y, 1 MIN. o, I ,. h. 1 TO CONSTRUCT A SINGLE FAMILY DWELLING ON AN INDIVIUAL LOT. are the primary species grown for hay and pasture.Pasture management includes measures that I �_��, �, EROSION CONTROL PLAN WAS REQUIRED AFTER THE BACK OF THE maintain the protective plant cover,which help to control runoff and erosion. ,551 1 11 �-� FOUNDATION WALL FAILED AND DISPURSE SEDIMENT.THE FOUNDATION 1 `r HAS SINCE BEEN REPAIR. The dominant trees am loblolly pine,longleaf pine,blackgum,and sweetgum.The understory - i II I I •.. ®;`�A I TEMPORARY includes post oak,blackjack oak,honeysuckle,flowering dogwood,greenbrier,bluestem,and li i /I �� SEDIMENT DISTURBED AREA:1.22 ACRES penicum.No limitations affect timber production. / I i i I �// I�g .i.�=��r I y 7It4P#1 The slow permeability and the wetness are the major limitations affecting septic tank absorption 1I 1/ I 1 TEMPORARY • ►;s.,, �/ • fields and dwellings.These limitations increase the possibility of failure of absorption areas. i 11 i i SLOPE DRAIN • Installing a drainage system around the foundations of dwellings helps to remove excess water. I'-- I I mP') ' p_ / 14 '��;1/ fir EROSION CONTROL MATTING NOTES: Property designing local roads and streets helps to offset the limited ability of this soil to support a 55p =� i li I % r h`v - X 6 load.Erosion is a hazard when the surface is bare. - . / 1 ' ' ' I I� Z I 'M'� 1. FOR ALL TEMPORARY DIVERSIONS AND AREAS SHOWN FOR The major limitations affecting recreational Ig I ' ',I 11 III 1 i1 II / w PROPOSED EROSION CONTROL MATTING,NORTH AMERICAN GREEN c 1 9 JA �I 'I , °,' i A s i ^ `�V "' '5 `Y • (ERONET-SC150)OR AN ENGINEER APPROVED EQUAL SHALL BE L K ,A I , I I I I I Y w CC development am the wetness and the slow permeability. T I` I TD Tr 1 h� II a .i I� ' �SFy 2. MATTING FOR SLOPES SHALL BE COMPLETED AS SOON AS SLOPES Erosion-control measures and a drainage system are needed in intensively used areas,such as I 1 TD rb 1 / HAVE BEEN GRADED TO FINAL GRADES.SEE DETAIL EC1 A. / T , playgrounds. / I aria F� • • , ,, �S' The land capability subclass is Ille.Based on loblolly pine as the indicator species,the woodland i ' E , N Tp, Ir s EROSION CONTROL MEASURES ordination symbol is 6A. / •q • Gho GileadleamYeaed,a•ls percent slopes. I INSTALLATION"IMMEDIATELY" This strongly sloping,moderately well drained soil is on short side slopes along drainageways on i 1 Coastal Plain uplands.Individual areas am long and narrow and range from 5 to 40 acres in size. e't• 19 ` TEMPORARY REQUIREMENTS NOTES: / / \ SILT FENCE Typically,the surface layer is dark grayish brown loamy sand 8 inches thick.The subsoil extends to �� i/ OUTLET(TVP.) a depth of 50 inches.In sequence downward,it is brownish yellow sandy clay loam that has reddish , _ / I I CURVE TABLE I 1. UPON BASIWTRAP REMOVAL,THE FLOW PATH OF RUNOFF MUST BE ASM ENGINEERING,PLLC yellow mottles;brownish yellow sandy clay that has yellowish red,reddish yellow,and light gray Q • 1 / MATTED IMMEDIATELY. mottles;mottled brownish yellow,red,light grey,and reddish yellow sandy clay;and mottled light ��\ / CURVE# LENGTH RADIUS CH LENGTH CH BEARING CIVIL ENGINEERING-LAND SURVEYING-PLANNING gray,red,light reddish brown,reddish yellow,and brownish yellow sandy clay loam that has pockets I I of sandy clay.The underlying material to a depth of 80 inches is light brown sandy loam that has Q7 C1 487.04' 300.00' 435.29' N47.38'23"W 2248 Joel Rd. light gray,very pale brown,and brownish yellow mottles. �" I Carthage,NC 28327 I , Firm License#P-2502 l0-711,-3070Included with this soil in mapping am small areas of Bibb and Vaucluse soils.The poorly drained /Bibb soils are along dminageways.Vaucluse soils are commonly along the upper edges of the ImaDPed areas.Included soils make up about 10 percent of this map unit. I Permeability is slow in the Gilead soil.Available water capacity is moderate.The shrink-swell ' u•n.a m �" ""'�.,, potential is low.Runoff is rapid.Reaction is very strongly acid or strongly acid,except where the 11 - '(N. ' surface layer has been limed.The seasonal high water table is 1.5 to 2.5 feet below the surface r I �'� during wet periods. / , I, -- [ °sr�, �cplF ''E Q Most of the acreage of this soil is used as woodland.A very small acreage is used as cropland.The I 11 - = 36E.809 rest is used as pasture. ' ' The commonly grown crops are corn,soybeans,tobacco,and small grain.This soil is generally i ' �,'1'GINEE�' , suited to cultivated crops because of the hazard of erosion.Conservation tillage,crop residue I I un / ' O TT,MP,,,,, management,grassed waterways,diversions,field borders,and crop rotations help to control runoff ' i ��"" Cli and erosion.Bermudagrass hybrids are the primary species grown for hay and pasture.Pasture _ W 4-11-24 management includes measures that maintain the protective plant cover,which help to control / 1 ' S- __ _- I runoff and erosion. I PRELIMINARY The dominant trees are loblolly pine,longleaf pine,blackgum,and sweetgum.The understory / includes post oak,blackjack oak,honeysuckle,flowering dogwood,and greenbrier.No limitations a DO NOT USE F O R affect timber production. TEMPORARY BASIN CHART 1 The slow permeability and the slope are the major limitations affecting septic tank absorption fields • ' I ‘ CONSTRUCTION , and dwellings with or without basements.These limitations increase the possibility of failure of the Basin Volume Surface Area A SKIMMER I • Peak Cleanout - _ absorption areas.Installing a drainage system around the foundations of dwellings helps to remove SEDIMENT CONTROL Drainage Runoff Depth W L H Weir Orlflee • PROJECT NUMBER: excess water.Properly designing local roads and streets helps to offset the limited ability of this soil MEASURE# Area 010 Required Provided Required Provided H/2 Length Pipe ODee. #1/2" 23070 to support a load. Dia. Dia. Holes DRAWN BY: ASM The major limitations affecting recreational development are the slope and the wetness. TEMP.SEDIMENT TRAP#1 0.57 ac. 2.70 cfs 2,052 cf 2,766 cf 1,176 SF 1,250 SF 1.75' 25' 50' 3.5' 4' Erosioncontrol measures and a drainage system are needed in intensively used areas,such as SCALE: 1„=20, playgrounds. TEMP.SEDIMENT TRAP#2 0.39 ac. 1.85 cfs 1,404 Cf 1,650 cf 806 SF 840 SF 1.75' 20' 42' 3.5' 4' - - - " DATE: The land capability subclass is'Va.Based on loblolly pine as the indicator species,the woodland 0 20' 40' 4-11-24 ordination symbol is 8A. I-7; SHEET NUMBER: Scale: 1"=20' EC 1 .1