NCC241186_Site Plan or Location Map_20240423

OFFSITE DRAINAGE
AREA=51.80 AC _
C 0.55 \ `' /
{
12=4.35/Q2=123.93 cfs
g �z
/ 110=5.49/Q10=156.41 cfs i���� jll f�I�Isl.-
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/ 1100=6.60/Q100=188.34 cfs ';s , *9 1/, H�ij M``s G•P• ,0,,w�:.�. o z J o•ERENNIAL STREAM- 'SEE STREAM AND \) _'L oo 1pNacH<` QVFL/ �� _� J st i m m el
/ WETLAND NOTES : ./ / 1/1141111(,,t1":2
�o_ s �O 1)XGdt�ps\1: J/ 2 FP50� _ '/� 1 S d,11� P 02°��SF ..t1,,(1P':°ESsN gN� jQ ,{ G LANDSCAPE ARCHITECTURE
�, VR) / /� / •,.I'11 �i Z CIVIL ENGINEERING
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/ qjr ' O /I I�'IA` `l�� i i/ ; LAND PLANNING
LITTLE ALAMANCE CREEK `�' ! 1 / »",m^" I� 601 N.TRADE STREET,SURE 200
••. �• PERENNIAL STREAM'SB' / �` - iALURCHR( ) f a pRESeY-D WINSTONSALEM,NC 27101
• ( ( i� © .� AMANCE
CHURCH RD
y o. ,� { 11 y}.'�`7` i' N gi.wee TERIAN R
••` • _.„'. ' o© /�` P:336.723.1067 F:336.723.1069
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e\ �'PY ,' '•• ,� 1T ` � off " NTRANCE LAT/LONG: `94 SEALS:
OFFSITE DRAINAGE ws �•e/f/ i - ` _'..q� \ .eM 3 9.7017 q0AREA=43.51 AC .... '•.. ,,,,,i<f / /1.' � :.:.: ®'-b.. A' - 1-/ (I',.. ' � W 79.70177oL'0, 'fi' < .d' fi. l�' N o 5EteP �_ r I ti" ( p� roN •.•• yRC 0.35 qvs`�i4 / \\ • :STREAM
Y '..� F / / I �L, cJ'STr6s eti• .ZJ, cy NCBEES CERT.NO.:C-134]
12-4.35/Q2-66.24 cfs all TEMPORARY STREAM CROSSING _.( f/ O RQ '
110-5 49/Q10-82.99 cfs :S / ""'1•• , -� `� • �r.. •� „s'CA
- ' ..•• • //� I I�, ;1� ,; � � SEE C-3.07 8 C 3.08 FOR LARGER /+`�"-�'�± ja,��/ � �., / / /-`4 ,ROB••.
1100 6.60/Q100-100.51 cfs / Idl1 F "' SCALE VIEWS ` O
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J% ) �� �� f 4i T / ..•off I/ �; : SKIMMER 9
•L -7� �' r' // ,/,., I �}�- , , : :•.� ���p / D.A.: o.so AC
"'/ �j' / - 1,,\ I 1 I 1. SEE SHEET C-3.60 FOR EROSION CONTROL NOTES AND
r 1 �"� �! '`"�r��/�� �� ���)11\ �` •' � i1L"ihf�`� i• V� � SHEET C-3.16 SEQUENCE OF CONSTRUCTION.
• a� '- _D -%/- (\ - r ((///loll �� l( ,i ce -v r j', 2
t j\r �� /�// 1 v I �l) (�� = % '; ' �i �M�C' SOIL SURVEY LEGEND PROJECT:
[./ v "DJ c "� �. L ie ti•N
'_ �'i • SYMBOL NAME HYDROLOGIC GROUP
' �kk' p (I`� ( (� )I�/ 11�vIv��\\\ ����\ ��I� t` Li � �ii '`�/ tea' ��
d■ 1i ' \(I \\ /qe% Y ��'' \�`l \ �:. '�• -% F 'i SKIMMER ChA Chewacla loam.0 to 2 B/D
J �l �''' ���� A V _ %/l ��\� - ) ) � �. V A\\��� � L_ Ask l �4// 1; , percent slopes.
Oi 'i'It / i f/� \� v f \\� Lw '� - ////�y��/ "� D.A.: 2.12 AC frequently flooded
:I I /' I )�I 1/\ \\�� �� �� f I �\v�\�\ SOIL TYPE �� ��� / T � j -' � 1 I 1, I I I COA Con loam,0 to e C
/ r / ,ti \\� f J` \ ycSYMBOL(TYP)-_ _� / / iii'' ,% SHEET C-3.16 Congaree Be,
_ ) I)� / i {i',/ I � � ��_ t. /r �� -�� I Z\�\��� \\�i _ / //JI� � '1 f 9i ,+ti'- - - free�ntl flooded
; ` / 1fi( l/, OI ( �� / 1 � �k\ l - " ' {� /�,�)))Ill�� ,' / ( frequently
�[lrr( (� , (�� / \ \ _� _� -� V \ �� �V ��i l •t •c '� .4 CrB Corona.clay loam 2 B
1�� I I) I/ �� 1\ sir \�� �1 1� �/' ��\\\ / ii/ �l1 ` � �I �9 / osvarcenam��e
\ `1 / �l 1ij� � �\�\\®�--«��\�� - 1 \ �``��- ,1 ` � •/ ------------ \ \\\�///DRAINAGE AREA '�j�/ '., /" f t 1 \ ''�. EnB Enon fine sandy loam.2 C
V. \ ��{_. -` \ \ .1 ``/� �l Lr / \\\ //BOUNDARY TYP /\I W ., / Ili ; ro6Percent slopes
\. \� 1�► �1 'I I,. \\\\ C' \ l / I�� \ 1v„ \\``}\�'• / \\ �J (� / //�/ // f i. \ EnC Enon fine sandy loam 6 CSm
IIII : �J ( '1�Ia�) tt '�� ( \1 \,ns�\\\ J/1 l SOIL TYPE AREA \n I \\ \ \\\�/ / /-� J / I �/� 7/ �/�`.on o N to 10 percent slopes /��
teL .W �il •jllr/I \ 4' `�-1\\� '(\. 1 7 t BOUNDARY(TVP)�\1 \\ \ \\11 ) l _ J \\\ i` / �..„"‹.2.
/ �~ �� ',ill"; N`F W
�'A �) L\ \\\ / \ U\� - // ./ l `y s v /r E� Eno Enon fine santlY loam. C ♦d
A` �r� �i +,�y'� 1 _ J- }l„.....,../-
I 'I I / �\ -a �� �� �/ I • 1 •eo+ \ otolspar<antelo
\ •.� //k lc\ .\ \1%-$FHA l L� - / • --,\ L�` \III) III//j=�.i =�\ / / e I/ /,:" ;� ', ,,,,,'Pe Pee
‘..(2,„,,,- �~ \ B.24b-5 ( JI \ ��// I / \�% -'� \,` �l �// / l/� - / /// i' 2 : MaD Madison sandy loam 10 B
\\ \ 1. / `C / to 15 percent slopes
., .,=.. y// Ira i\ ) I\I \�I�1�\� �II)III(( \ \� ��/� � � lik C)
�a¢N[aoJ. `ro ky • \ \�\\\ � // ~1 \�/ I �� p \\\\\\ .�l/� l/l/� { �� O �" •'• �••� MhB2 Mecklenburgd la C
� ( / / M`. ¢ .._ .•• mom 2 to son Yl clay
INTER e"& REAN- - °>. % 1 V�V� \? -1 / Y/�\\�������/�i� l V�\\\\ //��� ( 7/ // �, moderately e oiled slopes,
A�'i N OTES �\�y ,f �`-°. - \� ` \ //// ^ \ //� /� \\\\\�\i_ 7�J'-_'�..:� 6s�� �,4�ss „soo ''''••' MhC2 Mecklenburg sandy clay C �•_
`S �lpercent 1H G� /1I - �\ ^ )\ __---_' ---------- / \ / / /��: - - •'•• loam 6to 10 t
•/ / �� / ,/.. '� ?� � slopes moderate) eroded L
OFFSITE DRAINAGE , r fl�j� \ �� �� - / .'\' �,� , ��,,. , .� / "� �; SEDIMENT BASIN 3 moderately ♦+
CALCULATIONS PROVIDED BY P` �-1. I + Ij ,� ^i r\ � s.: ��. r, >9 e
LBJ INC.BASED ON USGS �A�4 " s_ � �� � /_ _j �'f __ _/ ��� / �( { 'psi oey, wrtn paar�am slopesdkee ,
o to 2 arD
PROJECTIONS �'1 (��.,,i01.1 „�I1 a-V + ��. �� �_ FMr„✓.i �.: - z1 - _ /� �".' o�''s.g,3 y es D.A.. 6.71 AC frequently flooded M >,
AREA=10.6s mi. F. If1 / / // / 1..: � • ! I9r 3.0 ::\2.19g'�$z- c
q . ��� s � ' �lil�'r / / � 1� �d� �j� SHEETC 3.12
IMPERVIOUS=8.2/ •� .d,- - - 1' / /11.� ' .. - -•n-- l,0r. r c. 0 $ _`i, �' WkD Wilkes-Poindexter- D 7
Q102 2000 cfs FN_ Elf •.�"".,,, ,&. : ` �//AsI_..:�/V /l �Jj/��- "' y Z�. ,i- -- _ y/ 1(O .4' �!, / c��� �,.a,...� n 15 pecen sloppott esloto "O
�. -� .1 0:i,,/ / / i ..;'. q - �j ;r N..• MTV W tam
Q100=3540cfs Y,00 F '.- y`")}S // %/"X..,',` i . r'0, -. des 89 ii, 16 0
//��///�o-f ,\.�,,A //a '/t S /-'° _ i/ � /���7 + �./'.4.#{'.'.,SO •AL STREA1 WkE Wlnottcomplex,15 to D C
�� -� FYAP5 �w ,T;.LRTf Al �_ \ i1 �J � _�,1.� ...,,:/�� I �.' �/' : SEE STRIEAM ANDAM •''`. 45 percent slopes 0 ..� " � ! / ) �' ap{ o ....1 1 OFFSITE DRAINAGE D7 0
41�s�eae�op "4:i
i) "F�yy,\\\ 4? �" -0, ,tomA I 1 i._�/ �.. J e`HNn,,NnNE s WETLAND NOTES CALCULATIONS PROVIDED BY U Q
••''••�..�� g ..�: I j \ ��` �s rj:. eg' > •,F" 1 \� �1 �ooiao !rO LBJ INC.BASED ON USGS . L
cNA oeN� 1. �, �. a�r�,yr _•„r � � � 1 /jam., �� 2 �i PROJECTIONS //� O y
,a ,,Vt/ r'•• •.*.. \\\ J \:\ .9® e�"' ..�. 4 m�k �. /' ��„r- /"P. AREA=14.$sq.mi. }0 U Z e
/ •��G . 8� sY? l r .�° � .r r�' �� / � 11r . ?� IMPERvlous-&.zr VI 7 0
o I. °t r. y '� R _.. ? i�I �yl� so ! \ i Q2=113oGt6 = a ° H
\ y ART ✓.. - . o Q10=2410 cfs
�' "MM /I 1� :�1� r : g PERENNIAL STREAM- a O
/ $ o. :, \\� , •�_Ar,/►43z ��.* ., r,' ��: \ 1IA t ��'�'<>>.'� : SEE STREAM AND Q100=4240 cfs f0 O
pSp .1) 1 V ____.'--_.%4Gy� 41�-� L �-w.IB�ali) AI S�M rA �� ' .). N. �, WETLAND NOTES C
J
\ 1( PER1.V WETLAND ES FPSdF� �`� s".. J' //sir. / / o LITTLE ALAMANCE CREEK 0
F . \� '� ' .%"J� STREAM�••�. •',�'• a J. , \ , �� ✓/ *-' 1 / O / / ' $ (PERENNIAL 'SB') CLIENT:
J ..� / a ),, \ �� /�� /
,.' $F)� �` �� �\/��i,*, A1 , � / STREAM/WETLAND NOTE: Greensboro Land Development
11` � 1,-;; s' / E� Partners OZ II,LLC
q'%�!,, �` .:1--,..„---___., '�", \ 4g �� / / STREAM CROSSINGS ALL NECESSARY R WETLAND OVALS VDISTURBANCE LL BE OBTAINED FROM THE NCDEO AND USAGE FOR ANY 2Cooper Street,loth Floor
\ 'S S 1 ,0 _ .•. r g Camden,NJ 08102
.�a'.-J / pq�o` 11 - S FI STREAM BUFFER SECTION DETAIL: 302-540-8025
OD.THES POETNIO DO TFO BENIUAD RTOTRCO AAE OAF L OCEDT OOCTE TOORE CIEVAE SAKNED RSSREUROIRS `"°"""Bmr.r it DATE 03/10/23
OFFSITE DRAINAGE PROVIDED FOR IN TABLE 12-5 STREAM BUFFER ACTIVITIES AND STRUCTURES IN ALL WATERSHEDS(3D.12.3.9(G)3)). w+i"ammv o �'"sma REVISIONS:
CALCULATIONS PROVIDED BY THE LOCATION OF ZONE 1 SHALL BE AS FOLLOWS: u +r.„i,m w:6xe am I so-so I To: o-m I ao-w I TA' Qi 01105124 ADDED SHEET
LBJ INC.BASED ON USGS
PROJECTIONS FOR INTERMITTENT AND PERENNIAL STREAMS,ZONE ISHAS BEGIN AT THE TOP OF THE BANK AND Watershed ' asz om< r zaeo zoeo
EXTEND LANDWARD A DISTANCE OF 30 FEET ON ALL SIDES OF THE SURFACE WATER,MEASURED _
E AREA=3.36 sq.mi. HORIZONTALLY ON ALINE PERPENDICULAR TO A VERTICAL LINE MARKING THE TOP OF THE BANK.FOR w„u,o,.,i+x. o-so m so-o o-n so-so���xq
IMPERVIOUS=8.2% PONDS,LAKES AND RESERVOIRS LOCATED WITHIN A NATURAL DRAINAGE WAY,ZONE I SHALL BEGIN AT •+4
Q2=4$1 cfs THE NORMAL WATER LEVEL AND EXTEND LANDWARD A DISTANCE OF 30 FEET,MEASURED HORIZONTALLY wwwwww
Q10=1060 cfs ONALINE PERPENDICULAR TOAVERTICAL LINE MARKING THE NORMAL WATER LEVEL.NO NEWPole./Creek 0-30 3>ao ES 0-30 So-so N/A
BUILT-UPON AREA IS TO BE PLACED IN THIS ZONE. otsetwatensed OW.
Q100=1910 cfs taaT m'a'mra,.�rR.,,e,..u,,,.a�mw+rm.ro, .,e,e„a.m
ZONE2,THE REMAINDER OFA RIPARIAN PROTECTION AREA,IS INTENDED TO PROVIDE PROTECTION THROUGHA moaiaAvm+w,mnk.N '9""'°.amotwiae'arac area rnvenm,
VEGETATED RIPARIAN ZONE WHICH PROVIDES FOR DIFFUSION AND INFILTRATION OF RUNOFF AND FILTERING OF DRAWN: BMH
\ POLLUTANTS.ZONE 2 SHALL CONSIST OF A STABLE,VEGETATED AREA THAT IS UNDISTURBED EXCEPT FOR
E. ACTIVITIES AND STRUCTURES PROVIDED FOR IN TABLE I2-5(30-12-391G131).GRADING AND REVEGETATING JOB.NO: 21-297
E. IN ZONE 2 IA ALLOWED PROVIDED THAT THE HEALTH OF THE VEGETATION IN ZONE IISNOT COMPROMISED. I ,.�',,,,,,_..I „,xxso y`_'. '.,1OFr- 4 , I SHEET TITLE:
�o ZONE 2 SHALL BEGIN AT THE OUTER EDGE OF ZONE 1 AND EXTEND LANDWARD 20 FEET AS MEASURED
U HORIZONTALLY ON A LINE PERPENDICULAR TO THE SURFACE WATER.THE COMBINED WIDTH OF ZONE I AND 2
SHALL BE 50 FEET ON ALL SIDES OF THE SURFACE WATER.NO NEW BUILT-UPON AREA IS TO BE PLACED IN THIS ZONE. OVERALL
1
BRIDGE ONLY
EROSION
CONTROL PLAN
SURVEY DISCLAIMER INFORMATION:
j THE BOUNDARY AND TOPOGRAPHIC 0 200 400 600 SCALE: 1"=200'
N INFORMATION SUPPLIED BY:
INFORMATION HEREIN IS FROM SURVEY ` SHEETHE NO.:A A A
REGIONAL LAND SURVEYORS,INC Ai ■ r .N /
j GREENSBORO8642 WEST RNC 2]4KET T09EET,SUITE ISO v v v`
(a36)sss-B15s SCALE 1"=200' -�^�..
NORTH ©STIMMEL ASSOCIATES,P.A.