NCC240329_ESC Approval Submitted (2)_20240209

}✓�y T[.,
fsr � �i
,„
A.,r.s
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.R."JOEY"HOPKINS
GOVERNOR SECRETARY
DATE: February 2, 2024
COUNTY: Wake
SUBJECT: Temporary Access onto SR 2547 &SR 2703
Puke Home Company, LLC
1225 Crescent Green Dr, Suite 250
Cary, NC 27518
Dear Sir or Madam,
The North Carolina Department of Transportation will allow the requested Temporary
Access on SR 2547 and SR 2703 as shown on the attached plan, providing you will adhere to the
following provisions:
- A construction entrance shall be installed at the access consisting of class A stone a
minimum depth of 8 inches from edge of pavement with a minimum length of 50 feet and a
minimum width of 25 feet. A turning radius sufficient to accommodate large trucks shall
be provided.
- You shall be responsible for keeping pavement clean of dirt, mud and debris at all times.
- The access shall be allowed for a period of 180 days beginning on February 2, 2024.
- You shall remove the access, re-grade and re-seed the disturbed areas and repair to the
original condition upon completion of work.
- Any damaged roadway or drainage structures shall be repaired according to NCDOT
Standards.
- All existing drainage patterns must be maintained and restored to original condition.
- Place Trucks Entering Highway warning signs in both directions.
- Approval of this permit does not indicate NCDOT approval of any work outside of the
ROW.The only approved work within the ROW is the installation of the Temporary
Access.
- Any clearing of vegetation needed to achieve AASHTO sight distance shall occur before
any activities other than erosion control.
Should you ave any other q stions, please contact the District Office at(919) 814-6115.
Sincerely, /MNDaniel T. Boulware, P.E.
District Engineer
DTB/jpn
Attachment:
Mailing Address: Telephone [phone] Location
NC DEPARTMENT OF TRANSPORTATION Fax [phone] 4009 DISTRICT DRIVE
DIVISION 5 DISTRICT 1 Customer Service 1-877-368.4968 RALEIGH,NC 27607
1575 MAIL SERVICE CENTER
RALEIGH,NC 27699-1575 Website www.ncdoLgov

DowSign Envelope ID:50DCE8FC-99B5-4494-9A08-0619EC9418C8
Z
„1 IIII,I,,/ O
p IIII =' s,,,,,; -. - =_ ;1=,, \\, \\ \I - II-. \ ;1�`�;-,° ,' ,"-/{r:;' /'';'III,1II,, ,I hl,, , - ///,/,/, EROSION CONTROL LEGEND �s AR�<:''',
/4 i7 l 111 �' [`�\\il l \�\ // , '/// / , ,/ 'oi'/l'i . I/, �,\ o .r I y) \\ \ , \_ e2 __ �:; _ } 5$
„i' I/ II l /(.% \ �,/ //' �// 'i,;,fw,l I1),,'",'::\ � �i` \``�-_- -'�- � - t',;\„� \x. , \ \\ \ \ �i lr� :1 A '�al`\1'"I z7,, 'l// /.''///i/Jn', 1 , \, Ili0 , q/ 1,^�f F•`�' '.1' U
\ �' Ip /,�i< 1 \ �r/' I ' ' �\ \�I'` �'�ii . -_/ I I,(\\)l/ l \,,,--,
\• o, y \ ,II! 1 a>'ly 2l//;,`,11 ter/ /�/v roll its 'IIII r, 'F-_ • y'.
\\ UG/ ' ' 1 )``-` `\\ -r /�•- \ `\;\� ♦ ;I - I ' of ,' 1 r I' \'11 dl '41 \,/' '3.,1+ D. /I LOD LIMITS OF DISTURBANCE •
eweeor + _ D
\uI\ dl,\. ,e 'ty� � _ /1r "/` �'(rl�'� ' `�\S'111{/lo r'•'�= ��\` i dl.. -;'i _ \�1I�1G�r'' ,\� „_ - `1 I I '1/), / II 1 `,('j� II I,, I /n Ilr,llrl { 11\�\J\\ III _ SAL -
V,,tIg 11�j, �ti• \ _ --;;./
I/,i/ 5\ 1I1" /�I `r J r _ - 40H -,\_ \-` _ II 1 I \', f -1 \\\\\ \ ' x x x -
/ `�7(y>\/y 1' P • 4 .J_l II/�1 /` /,I tI U}'I5, Yd ` l \\ \\\\ SILT FENCE _
"� }/' ▪ //i r y`0�� lll�lllli I, �\,` .11,t\ �- '1 , �Jl\ 1�'`�, l\'1 - _ r-:'P_-_}'�_sp�r _4• - ' -9/x/ I II /rl 1 J 111 \\'I\\\\ \ I� - 053562 _
,. I , ,-„,-. ; \ _ i/�,', ,, / E�9f al' 1'11hc'\/^_,� -,I`l\III ,-,, \I -- i;L_r , \ ,"\II/ " �.\,- I:,
1 \ `I1it \II \1„/ TP _ __ = _ l TREE PROTECTION FENCE '.\ ( f £• ,,1 1 IU \,• \ \ - - ` o \�, 1SI ce '/, -� 4. I \IIII', .�_ DD 1-A DD 1-B 9 NGINEE�'_� ( •ys',.,\\__ \ \� l\// , /� , 4 , 1,\1t c\ ,`ilt1\ \IV/ G�o�e\. 1 ' 1 N /s? \ •"` n, • _ /�/ �I - ��/ /fullN � DD DIVERSION DITCH •, < �p
F7- ',-.1r),,p 1\e \\',\ , /, 'Irr / ,2, 'n,�.`,0.',k`/• ,ie It>\\'\ I \ - I'/LI�4 .--4�, �s, °I\/I\I e �1.�_-,:-i"---', ,,./;l,l•', - ' ! lr �_//i�'" '.-J/ / /off/'I '�,, /Sp "�o z
IY I 11��'� 'l.a, i/ / �,/ /�� ~ \I, \\\\I II°��_°1,c}I\:}J\ . Ilr� / �\ , ii1i/ % 4 �"�. � / - 1•�-�' '�'/ `/r�- a�'.///i/ /1 NR�
YI $,:.4' , l - ,,/////f A '' `i\,lv 1�111j t',\ \\\//II\I/ rN \AA�'f r_`\J�\ \ I \\1 ' io\ '� ,;.'' .� - �/' (/,'';
' '✓°-_ I, '' r'' t any /1/ ///� "Illnll U3/1/2023 O
/1. 1 / ,� c+a � _ //�, / _ ,,,.II vL,,'�v,�..v1 I4v v III - ry �♦♦ -'I/ /^-_•`_` m If RIP RAP CHECK DAM U
l ` ' V q I "p. °' ! /{ UV 1.2'\ �.5� ,,1��' ,_ l //) , J>>1��^I 1 /° Iv�I ��CO I' /
_ i 7,.t� . ,.....:z.,:„...�`v,,'//.r,/,/ �`1 , �I, ,A„,,,,,lx o.wf ,ilul .,,,,lr`, i`�r�,;e, A� r 1 iIv> vv ,`� \ .�^ �r-.^ //,'/_- rl Im!�-2_- 'f -�.�> r. CO I vINI/
•� I ,Ae t<1.VAA vJ,/ii%'i _`, 41.-„,,C,,lllll,i(II,1g,p,,t /l,ll,� , L'IIir � / 1AtI:1 t}\ZIrA iP'°�_.�, v\t I`� 1t./,1/ 1 - z/,✓/r/dii= �',-A,>. �.✓'` _ I Q,�I.•�A�\,\`VI\ / /�
� / � � '"'` r!', -]•, A 1y \ \ , � INLET PROTECTION
i�'a t��-Ivv�. // l .� I; �` � I ,r //)AI v L. 1., L,`^re, �, Iv 1 /' vvI, , .\ �v I ///",,'� )d ^I�� _-/r a--' --� l>,' ( III rn •v'vv�vvv y v E O
1 s°' ir // //i / / 1 , / 1 ,111�J(6 n\'rrIl" - Al , ASV VA �, 1511 rll`�� A • \-','' / h II)', / ��5y� .,. /hI1/I .om v\vv
'��: 'At I^.`b - / J - I A, V A V. _ \ _ / ,(\IAIl o,','` V ', Vt, \ ✓/ /,- I Iirr Y1,,. AVAA
,A�r 1j� .v.��, / ///� ,fi/Ir nl//�uo .'/ v L _ , 1. b `• 'v / _,i 9«v/i;l'f '°�j rl'1 ..ezii � ,/v vvvJ 1 `, SEDIMENT BASIN
,-�i��`;� � . �:`. % ' /-1 (�,1 - I/ N ,v f"I,,vj,, v vA - vvI 13, v` ,-, v_ '�v° !,^al / ', ,nlvIl a�f ��i'e9 tiy," s9' i` r` n Iryl II v
\ A / I I t' / 1 A` I i 1� VAA �+ I 1`a/_, i s .r I 1 ":;---:4,'; / E /�
� V / �v9;A I > • v� / h)I VV � - 1•�/ / / ,I I'll �V A'�"' � ��4 /W� �I� E V/
O 1 f((i�yy''��I},pN/itt,�,t�s°�gt ' / v k: .,,�:i iluv,•^ -r ' `v�U, .1 • ;I ., ,,,vyv v,1 v�l`�°vv� -;.) c �of � -51// ,` a, /`� �.k
Q' d 1 v '� , N,1 t\I,q,f/°Il�Z v \---,
w i�v_ �� _ } ,,.<o>�`�v�, �v `8 v �'t -1 - rP ra; Ind Via , 1 ,,or__ POROUS BAFFLES -
p 1 ��A/' q Ilt .•rl>S '�.��/ JI VI1�/ - - ' \ y / —mil 1/4., ,1r,1 `1Av\,,_.-,A�l �1' A .v �� '
8 v-k >' '1r'T � ;_'1 .�'.`- , , �IIIh f,/1///I/l+n _1 ,_r ro'` :/ ,�_.. �n1 vAr � ,vvv}.`I `��a`„.��`,)•, Ilu -14,'� 'el•.r'� ��1A'<��,,_ti•`��>�__' :' �TI I, Illll�l�llllfl, /r/ /-' tc t 3 I-
Z- • ,, p.> 4� ,y,v1'n _v',`v ,Ih Ila-/, �-I ,'r vv ,r v :v,�� -�;��� I v,, v, v ,1vv� v /e ..- I l7,>' � �-,, "ill I Ilul / / , -lace/
U s' `' 11,v ( /'-) ,'sY*4. ✓h .F' ,/,,I I - ., s-• _ -/ lll r1 r • .- - . ,v I` v vI�1 '�\11 ,//, ' `'"" '` �,.'�'�- -' `� I I I I I I II I I Illli lI"it // .I=I1i SILT FENCE OUTLET a °1 3 0 IIIL / 1�j 1t q.� �.,��„ /, � � _ `. �I .I 1/ vr�v., ��. ,1 ,\11�Iv,1 �� \, , �� /I /'/ `��< - ?v,`,��f II I I gI / / 1 o W-
,zfL al' r `„, , �C`.-, = r �,,,,` V - �vA� 1 I u /-,-v',V`-,"- > A .)5�`•<)A ull ''', \s-' A ':�1- .i'ay_� ' /. r'q„� s��„"VaA'r.- ��'� II I/ u�1„II) / / /' azH H
v, ^3 I 1 7°5-t- °) , // ''1 !f "74 — _ r- ✓-. oA I N - - vvV1 ,II 'ri 1/ IIII111I1/I// V ¢� 2 1� n J��,. �--� .vC ��'� S \'' �__.� �� ''11v v 1_vA )'�' � rl 1Av)I� t' r =� 9d° ,v`.s'�'`-° �t`'.a,v NI I mill\p I ..
JJ AI 329r ,"I J =- 1A I) _ _ ' uvIn,hi'lI° - 1 AI`i r-I>1 If Il `� r /� _I / _ "1 A�1,�°1 A, )� i I °IIIIII �l jul�ll�IIIII/ SKIMMER �oi 0
111 'Fa- J `\ "l � " r v . ., t .r)�IIl v ' o ' 'I / .``°'°.a _ `.'oav`�,;, 1,'6 �I Ilr Inilnlvvvly a
wt L 1 Jv r •_4 < I x m
Ot , S ) ' �aSp - '`\v �! to1k �_, w�_,, II" v ,v, ' �', rr°vvI „lob '� m '/ rl I1 w'1.-'. ,.' t' / v , ii�_v�_Jr�I I I avv /' L�8'm O
s- ;,�, 1 ., .f of--S ` 1 , =° //1 Vvvi `\ � fi / /, 1v 01 /.r Il; h ( Ill lll�n vAv, SLOPE z'4.g.. P5
��,: .. 1 �, '�i#ir�6 .r >Ily :?�� %r %J/ �I1 v1i- i v `� i,�< IvvvA -� .s_- `' %// %�v !fl ,l I glll l \vvv , v �� 0
�V• I .r%„_- =)r IIII I � x
m 1 v v'•,� ";�,�>, ,. ' iJPsi Sd- I j _- " t v `} v�, `,_A`_ ./ I`v - / J _ o r / = I
��; ��A� ') 11 ao�v `y a - a `.� ' ,%5 i/'" I'I.,• IIIIII III,// V`_ o a
W ,�5 { ''-'''-z ,.a;,<t) �. , •ass `� V`rrq. 'I _ .I^Of,, _ ,,1� wvi%� ,1 I 961. _ - °'r' 'w//f l , IIII f I II IIIIIIIII '.. DETER BA NG PUMP WITH q�2 o
V.,,. l -' ,l:'.w _ "-,91_:z.� t`�"...- .* ',,' , I,1°,�n�VI ,`�A - - - . III <4)>' ��Yw•I p>r"( / �4, �,- t. ijv )r /r nl 1'' /�r� II�I rlv I'llr/i/ IIIIII I A♦ FILTER BAG z
(yv- 14 _ „'v. -;;lr.s=.hvv -':--` =r,?'�ti °_llf))Iv,,.v ---- .,�, o L-oo' 1 f' "fq 0'1' ' i r I I hh11 / III Lm o (n
\ }v 2l`� -� � Al. ♦ 1,4.^,v4 im`_ rr )Af - _- ';�. V1- lli..� 1 n\ , ( /1 °o"S 6S_ nAtl„`A, . II�ii ,, I ,/ ///I!"
I�\ 'l
I I
I ' r�-=� __ -vvAv`"�gtiA'?'���� � ..,�/:// /:`v 1 � 1,� _ �� 1-�1 �,u `,�/ ,v, /, ,,,� , 1 I, I I411U I I F _
I ,AI,L ' '\� - I/�A- ��N'. ‘',1,''''''
1 'yC .�: ,tii<,���. - .:��::� Ivvl'uv��,� � , \- e°t,Sl (I'.alI � �..nJ"ri'_' `1}``nl,: I ryli/v/ / 1 Yal `� (7
: L\.r` � r,lV�: ,,`\vvv;"�-�� , A.`;�1 h'llA,1> IA _A�va SEDIMENT BASIN#2�.r�»AA.A'`\- ��%���,^V`�,i�ll A„V,�`�',%�I��_' V•f /' l�l ��'�' V ,�`�iA 3��I1 �, II IIIIII�I IIIIII /II�
) 1 - , f ,, , :'°.... A ,.-, ,, �,, 1 I ,,\ /n', A _ ,V� _ -` -�`��--,- ,`A S\1 A .gI-V�a - ,I\''''''
: .r - _,:Imo, - � . 7�; y I Ii.N IA 1 A L'''
Z
,v , y;.. ,`.785 _,v=,.�,,v. , ,r1 , , An 1 V `v? ; BERM ELEV:295.00''ti.v`�` �.`��- -`�'" �,,`, vA 1 �tr"Y J`��v, /,',ter. , - 1'v` < v Av If I �IIVIVv�vvv, I'- SITE LEGEND al SI -v> � fti'1 1 � - �- ,A�.v�v�,iv1dvv,, �/ .,n ,,v. . r','vr I v
} .,`1``` V-v... __ -°v�i�'aITIv n,/v`I',,> - \,7`� SPILLWAY ELEV:293.00"I`ti..-;��".'-_, ��-��vZr_ �_,ia.l liv�Pivv ,vllyof r,l �per/,5,ppp�/ '``I t v v v 41 i11vv v"` vA —__—
R..., lti 4.''''' �o\,o , A '-At,.v��� `" ,f-,v - �C a, Ni4w. •--�-__ v ;r<'r,si, ``",q--!-, v _ �Il" n'i/ 5.. `�^>r� 1 vf,YII` \ 1 I II Ivvv vv '' PROPERTY LINE
�v , c.l, 4�,v^ �„ I t 1 yam,-,. . BOTTOM ELEV:289.50 v` ..'l vv.. v ,v , v vv�_ Ir' /� , J } � / ,i./'-i r I r II IAv vA�`�v v ��
,.1 vi^� ° I `, �"w,��� �� v tiv `� r.�„��� _-/ -..1, }` v vv - - � o II vvA _ ADJACENT PROPERTY LINE Q
` `V 1 100 YR WATER SURFACE - < =Ji 1:� o - `1, vvAAvA �� -i/ ,' u/' • - `r ��1 >// I lI 1 ,A v _ - - _ _
.v,^i -��- 1 Ate' v r. `1`.` �?�- v_ `iy r �`�_ - `�- ssT, I s,,c, _ ,1'" L V`^ :Nil I j 1 I�IIIIIII 1,v 1V`�A PERIMETER BUFFER
-ov '44 - f ELEV:293.03^ - _ _
- - - 1= 4,v ��- 1" v Iv = - SEDIMENT BASIN#3 : - l�r r�� 1; , I
,�,i;1 v _ _ A'%'-��`�_ _ �� '�`rv/,�:, I ,1 ^I Iryllll I I v CC
A PROPOSED RIGHT-OF-WAY
�, �� K, °\ \1' -v� "(I) 'o�dvyy,, ,vL / /7.v�;_ A - _ , _ `,Z. ,„, i/,/ °' II I A, m
- -A v I+!-, +",t`�vvIvI r11r l l/'/��� -. iv ,ors `�_- BERM ELEV:27T n .� '�"i, vI_ , / 'I n� �/I�i�i,1'I I,�.h1111 1A 1 IA —--— PROPOSED LOT LINE z 0
12\,. -'•r ♦ , `I '• - - `isvo I,di/ri"t�,,"l i`0 cit .y'�_`-� Imo,., L,e_.r �_ _ >,, Vn`l ,rf/ II IAy
v v 1 r v, - - �`v �} ,I,�I II I/r_p/ ,1�/>����� \�,`�'`-"�-X ) .., SPILLWAY ELEV:27$.50- '' _ ���, v //1 r/ 'SEDIMENT BASIN#4 f /r PROPOSED ROAD CENTER p
Q ;,. ,tAA '• LIMITSOF %SIB ` �11/Il'h,v / v, ;A � Ay ---�_.., c>-�� • -�_ -�; .7,. // /
•,> , _ OF•,, /a,'-,t �,�'v 1,� 1,,1)i�,, ' /,/o.,<v .,/ ,0�',,1;vA,,,, ,�_,�`� ,von. BOTTOM ELEV:272.50'____ •~w',".v 4.-o l`_.,°i_„r r4'�Ir BERM ELEV:275' ./i m m m m PHASE LINE
✓ T o. DISTURBANCE I - / /'l `�r�r ,i'1 i' - �a oy�`A ▪ `��__ v��5 � wo°,I ,, ,,,,, m
� s <,'` - 4 /( / �. v ....1`, ` 100 YR WATER SURFACE ELV:275.75' .- r SPILLWAY ELEV:273.50' �"."W"W'W'W"."� EXISTING WETLANDS
l A V• P-- 3 � �,�( / i�'-,,- ( �.' :� rill: � �1J� V I BOTTOM ELEV:270.50' i W
v - v CC
' ra, J <; -�• C. - - 'a .i�(b f /1,°, '1,.1�;,� ti=: ,�- ",�� ,ti._ _ �., /Ir-,r i,1 1 =S, //////� NEUSE RIPARIAN BUFFER ZONE 1 i
`I \ ) - - / i, ,,,', ,I., ..L q\, ` - ���k _ ,r ,/pti -1`:�': °100 YR WATER SURFACE ELEV:273.97' i„ '�;//;//i NEUSE RIPARIAN BUFFER ZONE 2
/ -_t_ l`__ _rtl _G - = , '//S`," ^/ - , vv,- v,'\ vati _.,-a, �.! �\a<J,�I• s'< .,, _�
,� I-C f ' � �� 's=_ - -`gv.", ,f '1. ��=`''▪ .-i%-'•"o � _pl .2�" <;ry� �i•� �9 C_.o a- II,�/ml. , liii t�IIf _ o UI
_ I 1 , v v I-A/I-I. • '4 _ ? - /CHECK DAM,TYP. _ '- ; `4�.1,'� 4-.- 1. I, J - - �%o1 •• 7 =ti=•_- =�,III Id �y V I,'�<. /)CI ROLLED EROSION CONTROL BLANKET
,, i I / I I /, �� °�o ,'I /� �. - - - - .� �- ▪ ��1- ,, �,'{{�`,@y@y1 v' > ,1 -A - �.. Vim_ • {L Y�1 II �, I h �'�11' �,� SECTIONI WORK AREA �i � O/
I I _ v v A` kc„ `'` RCT 1` .,, - -- ° — ., 0 o = i 1 0l A /%/,--.-
s � o
�"�.��^ ` N 462951 aL9s `' • `,r s1/ i
// 1 1 v A <vi,vIv � � �d /.�. \. o ��ry i II,^',o ti_.f`� 9s a1I: ✓ I11�VIli a-. l�' y� B � 1.
/ o
/_ 11r, / r vv v . S 1 / vLI mo/ -. r, r`O�i '< / g)e� 141' ; / vv,v z fi
L'1r II U'�f vvvv`AvRG� ' °v, �. . 1. < ;4 ;.- I�111 ,` pb - ',,,, !_i ! y , iiii, 1,i'_I vvv v� NOTES
MORE THAN 75 ACRES SHOULD BE LEFT DATE
// /, v 1 `i` , v v 1v''4`a's- a v �: _ Gl/ :e v.�� _ A $.• /• I v IIII 1 v v BARE AT ANYTIME >
v v v ` ` - ` ' `v v 1 t • v� ® 2 � a ��%° I IIII1jIIIII II I I - I I 2.ALL TEMPORARY DITCHES SHALL BE COVERED D 02/17/2023
V, ` V �� ^` `� A� V� �A, <, 1p /�� :�/_ • �..;;. I Q \.:q �'/I�iZ,.-• �.; too,: ,,. �� l I I Ip111 / I 1 o
v v v v v v v,V" v ▪ y �_�,� .., I J/ �,>, y /� i ` °h�41 11 , /// v t 1, WITH GFENCE AND
TREE END OF WORKDAY r DRAWN By
�� /, r,IIU11111I /// ',/
3JSILT FENCE AND TREE PROTECTION ARE SHOWN
v v ` A v v\1,n L •• - :r �� I r 11111 ,1 //// I I,'', OFFSET FROM THE LIMITS OF DISTURBANCE FOR
� ���Ate`` r,r r11/ ,,,�r,'I, / ( _TRACT � .x .•. AVI °1t¢ ,4 �� 1 ' ,/��l,/ //, 331
-- `:: vA`.. //,,' 84.`✓ o� � ��� - � '��� ' - a ,� q v,: 1 IIIII / A I�ll 1 PLAN CLARITY.
v "T V` / 2 �/ PINi1629715058 - \ SKIMMERIBASIN#5 111/III� 4.)ALL STREAM CROSSING INSTALLATIONS TO BE a DESIGNED BY
`_ - pi? /"rP 1 DONE DURING DRY WEATHER PATTERNS
_�'- ,` V 1 11 l f 1/! 1 I `, v OH - , �.I -- BERM ELEV.306' f I�1 I A $.)ALL AREAS DOWNSTREAM OF BASINS OR 331
v v / v v IIIII ,_I fI l� / -- '," v- }I Lri ', v v v ',� �`rc �� ��,,,) f1I IIIII /' CONSTRUCTED.
BE STABILIZED ONCE
\ \\ I STOCKPILE AREA DIVERSIONS-
\ I r \ 4 -`° :Y 1 '�\ - 1 SPILLWAY ELEV' 1.5$' I I I • CHECKED BY
♦ Z , \ _ `, ^ -• BOTTOM ELEV:301.5' / /
,\III / \\1I II II IIII°II, "//>!>� ` r3• r '-'-',6, , I I ` , ..:. \ a, \ I - ,�—r =, II ,I. \\ ,,. IIII \',, • A.STONE
•
•
��1 '\\ ,,1' ,- \ '\\ ,,„, /,'IIII III11111'111' „ , l'-s \ 1('`
t , _. '- I- If\ /j - i eat rl`I\ \ \\ 1 I\\�\\_
` \\\ \\ I '/IfulNhlrl ENTRANCE TEMPORARY
MP.18""RCP CULVERT_, •- ,� / 't`,`ew-1) -,~ \ 1\ 1IIf e� -._r II\\\I�\\\,\ \\ \i\ , GENERAL NOTES • SCALE
\\ /�' , 11 \\ �;;//;IIII'II I WITH ,-" _ERT J-�.j `` ~ 1 `r` `,, \ " Iyl1j(r ;ri `, II\ .,11 \\\\ 1 /
1 \ I \ \11, I \ //,// �C-_9_ -___I o-_' \ U,- 1 1l\i _ ,\ham` '+ )I I/Ill , / ,. - I \ I I 1 l\ \\I I l//, 1. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE •
- \\\ I I\ \ „ II\ \ \/ ,L _Y`^ _ I b �4,/ \\,I ,,go •11)r),I I ,,.//,.' li1 I !1 I I I I \ \\1 /I// AND LOCAL CODES IN OBSERVING EROSION CONTROL 1 r,-200'
\\\�1'/ I .'„j1II\ ``\�_—�,///%I,I \\\, ,,� \A\\(`h, , 10'X 10' ��_,-. " �„ I, ` _ _ `\ \\°,`1!c ,Ill (I'l l,,.,. ,8„, \ I IYII';,I I��11 IIIIII 1 \\IIIIII /i� MEASURES BOTH ON AND OFF-SITE. •
���aa
(\\\ '`-' \\1\ \` ---�i'//// 1 1\\ \\ \ \�\`\`\\\\ _ - _ ,\�( / {1 f/.3l'y/ ;-1..*80'99 ▪ '� {(/�I 1 1 1 /I I IL �,' 2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION •
/ / \ \\\ \\ CONCRETE WASHOUT - \ �� l,J, ` 1 (,y"�', 0` 1 // CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
\ /,-- ./ \ \\ \- __� /// / // l 1\\\\1\II\\111,IV,I, \,\.,‘• \,- „-' c\ y _r,-` -, 4.v as.,a L -�- - Pae•,.- - -Z MAY(Srpl 'T I ' 'f r�,ir�'Ij11;��- f��l o�` �'l',e\\\\` �,{ I�ulll 6�I64C I I\11 I ,l //�n/�
\\ I/• �"' \ i �/ / / IIII I II IIIII IINI`\\\\ ` \`�-'/ /i _ .�`\ `} I.` ' 'Y ^� I / �-: 2 %�'�\\- ` 1\\ I. I�I'1�'ll� I I 1/ /// //, DIRECTED BY LOCALAUTHORITIES OR THE ENGINEER. •
,\ - __- ./ /I II II IIII \\ _,v \^ ) \.: , s „I'1-'r `j"°n1. `, 1` 1 I\I // /////,
\\T /_- - �i �/ Ili'
111111I IIIIII,\�\\\� �\- - " \ ,\ 11l 1 ")f ` i.014,
�'^y\. / , II I 11 / ////
\ / / I ` / _ '� w 1� / , 1, I n 2 SKIMMER BASIN#1�,\' •
r� ,''I / //
\\\ '/-I `\\ _ 1 I 1 II II 11II p ll l \�\,�\ ,// _`- � \ - \fie+'.• _ , I ^ !`\i ly ll f'h y ` I I - ////i 3. THE GRADING OSAL OFCTOR SHA ING RESPONSIBLE FOR
II, ��.__ II 1 I II III \ \\\ \ /i - ' 1` ` _ `y �4� ^�' (Irl II 1\ 1 ,/ BERM ELEV:306' STOCKPILE AREA 1 I/I :5.1'/-' //// OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE
\ 1/ \\ i /' _ --'/II IIIII IIIIII \\\\\\� ":1_-_-..-'� �\:�\,`-;-..,.1',‘ I .. 2(i°., ✓ ,\l 1-I t"A- \I ,1 \ �� II 11 //i /
\ / __ ./ -- • I II 1 III II I \\ \ \\\ \\, , r 1 ° I t,\\ I1\`\, 4 SPILLWAY ELEV:304.5'�.- 1 I I ;,-'
" %,// MATERIALS GENERATED DURING HIS PHASE OF WORK AND Ti
\,`( _ %— I IIII\I fllll l'"\\\�\\Tn 1 ` \` to-\ _ •- �,, \,\ lr S\\\ 1\; \ + 111, I„I �-.////i FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE
\ I, _ _% // STOCKPILESAND/OR WASTE AREAS. I,J,J/ -'i �'/IIIIII I \\ /% \\ 1 \\ ` '�_`'//," "- \I\ + BOTTOM ELEV:301.5'\ � % �^ \ �` ,1\� V� -- LIMITSOF ,/ /// O\\ /, __ '/' �� �� -/// 111�\�{\\\P\�41r������•� ' 1 \ \\ \\ ` - \�\ <`` -JY a ` ,\\\ \,� \\ 0� 1f DISTURBANCETYP. �i%- .,s /. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING �+ 41
\\\ \`�'// � `• /IIIII IIIII\\\\Y\\II\�\\\—/,'. I \L-'\\ \\ �� L`, `\ N:., / , \�`` t� I' - \ '11;' ' --.i/z ANY TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT Q
\ .�' /'/' %�%' \ /I Ill''\\\\I111 - \\\\\\� \ , \\.P` . - „'�°\\` \,1,,' / -- ,,) `\� . / .\ 1 I %-
\ \ _ / / // // /�i � \�\ /IIIII I11 j1\1\\\\IIII/".\\\�%/i/i, \\\ \�� \ �\ ''�\--/�/i_^,^,\ �`, e\ g<. /- .� ,' •.ti >/_r/51, I _� Il rl�ll, � ////// -/i�� ARE IMPACTED BY CONSTRUCTION TRAFFIC. I'—^ _
\ - ///'/f//I'/ ice'-,�\� ' 11 I 11\\\\1\III IIIIIIII�/\\\✓/;''�\\\\\��,\\\I\ -`_. -\ \ \�,1`1`a\ _ . . I /f11pe,�Rl '1 ! �ml .` �. III„' ny , %''� 5. SANITARY SEWER OUTFALL TO PUMP STATION TO BE V' a
�. II Ir/ / \\,\\� 1 \1 \\ IIIIII /7/ , , \\,\IIII \ __ �-\��\ \\�,\��, 1� °/I�io \` rI ,// =,5 �A — __
\ / I I( 1 Ill , . \� _/ 1 ' III III IIIIIII�III�\ ,,`� \\)` \\ ,\� __-%�/__ \ \ -▪ _-�_ �' .�. \ C n SiIil INSTALLED AS PART OF PHASE 1 INSTALL SILT FENCE 20' Q
\ ,I_I/'I' ``,\\ /// // /1\\\ \\\\If^,\\\,`.-/f,11 jI l Ill\IIII,IIt'i,41I�fl `,�'1/ ;:kni1I,///,l \", --� i\\0\\\.\` " ____ , oy_ t\ 7\r` N' I, _ - ( �A� //' _ - SEWF ER EASEMENTSANITARV SEWER IS OUTSIDE SANITARY Z
\\I r \ \\-// //'// / \ "\ \ / ,IIIIIIII\\\t MI\ \_ /,//,\,,11,91I\ \- Si'//' \\`"\\ \SEDIMENT TRAP#6-�'t' _ / ` ,\, \1 ,\I, .Iv, y*, n /
/i/ ,-_ - \ ) Q z
\ \ .r \ / / / / , �`\\u\\\.\` , :---:---/// III11\\P,Au\\\\ nlr\�\\n1\\\\,�`�- � ,.si_\:�\�\" '` -VIBERMI Y. '.'• r�-1°_ p /' , \ CL P
2 1.1. `\\ ` JI1 ////- \ \ ��, -- ./tlllj ti,p\\r/� I \\ ",\ __ ,\\, ,\\\\ \,`BOTTOM ELEV.304.0' SEDIMENT TRAP#7 / '� o•') ' r \\ THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED INO
`'4.'' .-, \ / / '1 ,.--'-' \\\\\�\\\\\\▪^mac\ Jn1,11'" \\\\\',ti-/\\\\` \ -_.% .,. \� \1\\ \ • , �' -` ,I I ,'// _ \ \\ F+� \ \\ 1 / _ __' I 1 \\\ `\ \__/III \\ \\\�;-,\ \\\\ \ "�/.�,\\ \\�1 1 j j 1\\\ \--- \ \ \1 1 I BERM ELEV:302$'r- 1��` ��'W • /I II//////� l \ 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR J i
\ r / ' '/ - . I \\ \\' II I 1 \ \ \\ 1\•- 11 I 4br'r `-• ! I JII�III / __ \ LAND-DISTURBING ACTIVITIES INSPECTA PROJECT AFTER EACH Q O `
I. _ / // , r _- __ I 1 1\ p, \\\(-.� -- 1 I\\\\` I 1 ' \\\.X\\-- I -_- I I SPILLWAY ELEV:301.0' - ,�' vi I 11 I// \ PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED Z o
/ fV A ,` I /- A0A ! .� AA A I'" /%//%. AA` IIII //I Iv -,A AV II ii� 1 1 II �V Al
I ////I r )/AAOA,Avv , -1I Vv Vv0 v\Vy1, ,A„v�__ //i/�Av v1?1 1,,l % ` ,1,, 111 BOTTOM ELEV:298.5--1 �' Iosio `'I 1 /un,i, v I Cle 1- ;
I \ \ \ - / /// ( ` - , I I - j�{-., If 1 1 I I1 \ \ EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. Li
1 / VA\V - ��//�/ /,..„--_--__-_-...._:',I I\I\�\A\ V�\�/c_ /AA\VA V, �� ) �V //,/ll�r AA,IIIUI////�/t A _�- �A'I1111 I1 IV !_�34B TRACT4 ,1- Ilp"' 1// - A AVAAI X
VVV
/ \ 1 \ ,\ , I I l \ 1 RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS
\\\_ ///�/ _ _ /1 \\\\ „ �� ( \ �\ �`�\ ` �\�i/ill//////�/// _ �\ ,\1j1 IIIII\\-�- - I , PIN:1629803590 ,I/(. ' ' ' 'III l,i-ylll�ll i'/-� \\ \ 11 1 TOOK EFFECT OCTOBER 1,2010. Z
,JI _ vV A - '%//;;///// ce!-���_' / II,\\AA� ;A. `1t�2___' �qA�\ _ -�, I //i/11' 1 ''A\1, ==i = ` VV v-_' 4*01 A -'. II 1 II Il l✓/./ ,\ A \I I/; _
I / \ //// /. / - \ ,\\ \\\ \�\„\ , \\\\\\�/ ,.-, i;I1,,,i0l l,\_`-- \ 11 1 \,1 1\\,\\-�,. 3�- '\\\ \ _ )O I ,� a \ d ,, 'I 11 IIIII +ql,�j - 1 I III III THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY tj /O�
- v A '////%/ '- - /1IA vvAv,v,v;p Avvr-" Il�nIAI' = _'/ ;/4,1/11111 v v___-„ 1 I I I V I 1 v1\I v - - vv\vv „ P 11 1 ' _ A 1 I 1 IIII SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT �I W �/
_ _ v� a / / I v v SS++
-\ 11 ,.® I FOR CONSTRUCTION ACTIVITIES.THE FOCUS OF THE
,
II
TRACT I Y L
•` '. / / / - 1 \ 1\ 1 IIII l /// � �\�---'/ _ C 5 \ \ 1 III I
-¢ ,_-�_�'. . �/III////i- \ \\, I \\IIII 1111 I III\I IIIII,i- J _'-- I I —-�, ___ __ - L,',/,,4,',I I l ' TENANCE (112Q L
\\\ // 1 1 //// / \ -_ PIN:1629805447 � { �� �` f/ I, rl' \ \\\I I ll SELF-INSPECTION REPORT IS THE INSTALLATION AND MAIN � r
y - -- / III IIII -_ ` / 1 1 11 1 III 1 11 IIIIII. \`\�,- I111CI \!// 1 - - ' \I I 1\\I I 1\ \ - - - 9 -, \ \, 1 - \\`_-I ., I I I y ii, / \\\ I I II j 1I OFEROSINGTOTHEAPPRO EDPLAONTROLMEASURFS cj z _
/'--- --. /1 111 III/�_�_= �\ ,- / I I I I I IIIIII IIII\I \ o\_'.I 1\II J f III 111 I -_-, \ 1 11 _- — _•-\\\\` - I TRACT 6 yi i�^, \\..\I,, I /` Iw I - ` \\ ACCORDING T DTHE APPROVED PLAN.THE INSPECTIONS SHOULD lye
'III II, //=--- vA -� I111111111111IVAA\4J\��-%/IIII,, AVAIVAAAA - I11A AA: —_<----- - VA\ v --- '�✓»Y'/ ..,1 �{••II `�� ; fi llf `11A111V AAVA W _
.' I I __-- \\ //I III I \\\\\ 1 11 \\\ - 1 1 I 1 I I `__ --_---- - \\\\---- _ ` PIN:1629806354; /, / \ \ 1 BE CONDUCTED AFTER EACH PHASE OF THE PROJECT,AND Lj
/ - // I I _,� \\\` I 1 11 \\\\\ �=L/ 1 _' \,�- , I --� — — -\`\\ _ - -- '�/ - nt "�, Il �I \ I\ 11 1 CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. W 5
-/ -__,�/,//f/IIIIIII''l__� v\�`V`: '�'i,�'1 I1111IIIIAA\VA�����=_ ���/l ll��,A��\V;�,.-`_ A11'I IIII A'_�= ==_==__-�A`V 1AI AA`�,A i — ��,, v �_ 4111111 ` ' �, P . JY'.{ I A ,� II'I \ ,A\VAVAI �� 3
•
t. 'll ,' ,/,,.; ///.,III.II\, , '.-_��\...\, ..,.,,]III,11„\\\�\. =ii,,� `,.\.�_ '\\.\I1I I,I I\ —--�...\ - ,I.(,\ \ L�__�- ' \\` . ' %, -,,,e-,,\, . , ,: /,}' ,I ,11 \ /,�i.,l.l \\I. .\`-` THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL < < Q
SPREADSHEET FROM THE LAND QUALITY WEB SITE, \` Q o.
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION ( \ Q W '3 U
TREE PROTECTION NOTES: STOCKPILE DESIGN CRITERIA STOCKPILE MAINTENANCE PLANZ `J = v
A`o PRIOR TO ANY TIMBERING,CLEARING AND/OR GRUBBING ON SITE, I. A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL BE SHOWN AROUND ALL 1. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS
PROPOSED STOCKPILES EROSION CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE REQUIRED AND WILL REDUCE EROSION PROBLEMS.TARPS SHOULD BE z E°
AND IF YOUR PROJECT IS DISTURBING ONE ACRE OF LAND OR MORE-YOU MUST SUBMIT AN EROSION ( _
SHOWN AT THE OUTER LIMIT OF THIS EASEMENT). KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING
AND SEDIMENTATION CONTROL PLAN TO THE WAKE COUNTY DEPARTMENT OF ENVIRONMENTAL UNDERNEATH THE PLASTIC. J a 8
2. STOCKPILE FOOTPRINTS SHALL BE SETBACK MINIMUM OF 25'FROM ADJACENT PROPERTY LINES. I^
SERVICES/WATER QUALITY.IN ORDER TO RECEIVE APPROVAL FROM WAKE COUNTY YOU MUST HAVE: w
0 2. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS EROSION AND SEDIMENT CONTROL I- v/ K
m 3. A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT STOCKPILE HEIGHT SHALL NOT COMPLETE(BUILDERS,ETC.),THE FINANCIAL RESPONSIBLE PARTY I-0 0 Q'
3 1. INSTALLED YOUR TREE PROTECTION FENCING EXCEED 35 FEET. MUST NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THE DATE AROVED PLAN CO LLI O,°
STOCKPILE. E
O' 4. STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER. 2 m
w 3. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED PERMI7'NO.S- m
x 2. HAVE THE LOCATION CERTIFIED BY A LICENSED ENGINEER OR SURVEYOR ON THEIR FIRM'S 5. APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY POTENTIAL SEDIMENT LOSS SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE Wake County Environmental Services Z J
LETTERHEAD USING THE FOLLOWING CERTIFICATION LANGUAGE FROM A STOCKPILE. IS IN USE. Sedimentation&Erosion Control J e
U 6. STOCKPILING MATERIALS ADJACENT TO DITCH,DRAINAGEWAY,WATERCOURSE,WETLAND, 4. ESTABLISH AND MAINTAINAVEGETATIVE BUFFERAT THE TOE OF THE 919$567400 33
ri 3. CONTACTED THE TOWN OF GARNER PLANNER COORDINATING YOUR PROJECT FOR A SITE VISIT STREAM BUFFER,OR OTHER BODY OF WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE SLOPE(WHERE PRACTICAL). inX 5
TO ENSURE OTHER REGULATIONS REGARDING TPF ARE FOLLOWED. LOCATION IS DEMONSTRATED To BE UNAVAILABLE. SCALE 1"=200' o a « u.� w
7. ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE DIVERTED TO AN Z
a NTR
TREE PROTECTION CERTIFICATION: APPROVE 0 200' 4U0' 0 =2
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ''
8 OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH WAKE COUNTY UDO AND STATE ALL TOWN OF GARNER,WAKE COUNTY AND NCDOT ,.8
g I, ,HEREBY CERTIFY THAT THE REQUIRED REGULATIONS.ALL SPOIL AREAS OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT STANDARDS,SPECIFICATIONS,AND DETAILS ;CONTROL PLAN.DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE COUNTY OF ANY OFFSITE ATTENTION CONTRACTORS
TREE PROTECTION FENCE HAS BEEN INSTALLED IN ACCORDANCE THE DISPOSAL OF SOIL,PRIOR TO DISPOSAL FILL OF FEMA FLOODWAYS AND NON-ENCROACHMENT 3`.
AREAS ARE PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION 14-19-2 OF THE WAKE PLEASE CONTACT TOWN OF GARNER ENGINEERING INSPECTOR
COUNTY UNIFIED DEVELOPMENT ORDINANCE(CERTIFICATIONS AND PERMITS REQUIRED). AT 919-773-4458 TO SCHEDULE A PRE-CONSTRUCTION MEETING I— s c
REGULATIONS OF THE GARNER UNIFIED DEVELOPMENT ORDINANCE AND WITH
THE APPROVED LANDSCAPING PLAN AS INCLUDED WITHIN THE APPROVED PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. JOB NO. §_
PRELIMINARY PLAN SET TITLED CAMBRIA,REFERENCED AS TOWN OF GARNER
PLANNING CASE NUMBER SUP-SB-22-01/CZ-MP-21-12,AND STAMPED AND DATED 47065 b
,= SECTION 1 LIMITS OF DISTURBANCE:41.97 ACRES www.ncell.orU
'4 FOR APPROVAL ON SHEET No. =$
C5.0 ""
v,
L

DowSign Envelope ID:8D080076-68A7-48AB-BCOF-DFBFF52A452A
,'�TA''' ," v ,,,/>, l r ;�;, \`, ' ';ro _ rr<It\ ", ; isr >" ,r;,,r �� - < - - -), EROSION CONTROL LEGEND
' _"T�"�F Q r �Ilr II „l /, I\',\>;rki'''\' „ \,. ,. , -,\ , 't , 'i' , - /`\J: u�" \, 1,, - al .
I ��_--�- "� l err r I)I I,t , _ l ' 1, 1 +z It\\1\)� _ c\ ''�%ilT_r ,--, 1- \ ` 1� i� i CAROB°'
�� _ r, .I, ,rt1\ \' Ls}, �\I .ll L n „^ __ -,rl=, _ - ), tb��\ \ _ - -i' � 'l \ LOD LIMITS OF DISTURBANCE +O- �'�
`\//_I ALL PROPOSED IMPROVEMENTS I r, �,, ----'-',-'/', /I�\r, ^�� -i i rr�+�- _ ���^-� ,,k.. ,1---,,, P \, !?`-itiy,✓i.
ri l M .>I _- , '')I \ - �/�� /, I' ,.i ( - ;,1 t x x x SILT FENCE
\ its _ _ ir�� ''i �%
^
\ o IMPACTING WETLANDS OR STREAMS ARE \ ▪ 'Lr - ,_ -y r ,�'` f \;,. \
'/� I\P ><I,`.\,,,� r-\„rr o-l(r�-,�P\�^ %%� '� _v�`�'� 'r / <,t jrr ,J.' J r \ �1, TP TREE PROTECTION FENCE _ SEAL"
c ��.^ o i/L -.�1.. �, \ _ t1� I\ \ DD 1-A DD 1-B 022321 e
^^
3,„, :, ,.
/�NOT TO BE CONSTRUCTION UNTIL 401/404 II p I\ • _ _ "'` _ _ -
iI N, r_l=i��^ -- 'ial�'l�l� ."i�,n-r,��"' �(�r% ^3�_v v :�� ,w'¢ ` a - r I } "' \ -- PERMITS HAVE BEEN ACQUIRED AND A I I __ _ y \\r�`l��Z`^ r, - - l a l 1 ,%Tc- �. -� \ __r,P \`,,�,\ -�� DIVERSION DITCH =; �O\ f Ii�'FQ 2' REVISED E&SC HAS BEEN APPROVED i�\ <'`--' =�_ r«..nr - - -"l,� Jr�l.,t� • �ci'-- / y'�l wf��l_ \/ _..:\ � ,,O FN tR'' z
,,.�\' .: - �I- -_ -_ r r rl 7A -° .td�,l- ` './ra ...1 '.'S' GINE Q.++wt t -I//, V ,�,v Y Ih,,n�+',h; SEDIMENTBASIN#1(SCM#1) = > «_ ir� *r "^✓i A:. '� I;I ( ..i RIP RAP HE K DAM �!ql� G.. .., l r Iv / -^SKIMMER BASIN#2 ,, WET POND I _ - - -wee /r/�y 4,1 a�����+frl - I M3 1P 1`i j o �/A CHECK .Zr V.ZP61+ O
�' ` r (r r l r (_ _ ( ) 4,,-;:i'l y - ^.,Irliailierfittris4411,„1.-467,.
---a' ' ✓� 1 70 in. fi7(•.;'YA_l rr', r �o sO �� V I numt)... ( rl l ,� l _ BERM ELEV:321.00' \ ,- , ., `�5'BERM ELEV:309.00' W$✓i �y`�' g ,I I r.1:^, n,p V r`- `- :'i SPILLWAY ELEV:308.00' f-` F N� ; _ 2 e f r /t„r a I-
+r! _ INLET PROTECTION}, _- 41-...� 't-^ SPILLWAY ELEV:320.00 - r , g[.- ,ys / r- �, , \\\
rr 12/19/2023(- 1 `^,r 1 r^ `=BOTTOM ELEV:318.00' k-" BOTTOM ELEV:302.00' ,1, i � � - � t ��` - ' _ - 4
byp
U
an'll, <ry al 100 YEAR ELEV 307.91 tiKY' � h ice% "'` ,,�r � 1 " h�� :�) +' v v,Ilt ,.I P l
tp, S r. ^ll FI'`S e' _,J i,,- ,'� i ,, r I,e, i n� t _ + •"r A SEDIMENT BASIN
-'- ram^ �� r `�°/ �� j ream--"i_ = A''° _ _r✓,!-��1 , ',^ T rrif' ,.�1i 0- u _( \� 1M -, v o
_' _ _ _�^�` r-� v lj -•°=ram ,r. _ ' j
"" ,r ,LQ- ` ,=-- _ ° - .� • v /r''�: i�_� - ^-.C=�= p1^,lS I k/ `-`,v r - --1•_ ,, _ 'A\ _..
gvti ,�. : - � ---'---- .-,`'‘`7`.(,),'r /rr,„P r> n �� --a.Z,.�o,���� r U=rr'�E"il�(� � - -.1' �� -� - :�-' \ A'v�I. �� vC, - - o e e POROUS BAFFLES E
�", SY;• t V°I-r � I ram-' 1 1 A z O
�� SKIMMER BASIN#2 �r �" aM� �. _ ' v \ - A "a SILT FENCE OUTLET t a
, � A✓.:,:>: Jo > „_.. BERM ELEV:31Z00' o^' � yF ._� y h"R-.._,- .`,`t. - y 1 � Q 3 U
r A il� � i. / 3'�` DD#3B i `SPILLWAY ELEV.316 00'rI _\V I °o'
v \ � � li. l ..� o `a`z s{ BOTTOM ELEV:314 00' �rcMi V •',, 6 '�7�rrf �(1 Itn v, A SKIMMER w z,,,
Illilik
/��. 7., I 1 v I. li 1 - ,I 1
� -�' I J f ;� ' �d4 GC:
� �U�I,a�1�,,1�1ry 11 1 _ \ N o O
,� - 1 � r �".� \ ii:6 / �J>•'"Y' 1 SLOPE DRAIN O o m LL
,,,42,,y I r, „s- I A r �ir ,,.1 d \ \ r iix m
n
''k away �/ ADD#2^ DD#1AJ DD#1B- ,pxq i I r/ AREA COVERED p - Q\ '\ a
' I > \ __� I _ _ y} \,� \\ \ \\ ,gyp DEWATERING PUMP WITH z W
\ ,' - M sas- "- �- t ,� !'"-� W�! !!L=� s ,l ,' UNDER PERMIT IIN ,, O
l r Ln
1 1 \`.. - \ \ -- ,.� �� _," ,J, 6y '� ;iw 11�• i #SC 0942�5&�022- Ita"111 I I / s\ \\\ $13D FILTER BAG 3 x rnn Cr)LLI
,,;, p ,\�,\ \; \ -DD#3A � -- > \ II 11, - �1,IW__ ui�r111! 1 / \\\� Vm\� ��oLL
, r` \ \ \�'- .- , -_ / -a .- & 1 0101-140,t1111041116e
....rylVi170 iti g01S„ r _ Yz-�, ! ,2-,
it.l + ' •\� l 1 1 \ /r__ \@`�'/, 4 \\\ ' 10\R� to �'m O'_^ 2' c� I \* `�J \L \.` ^ _ -._ „�7� p i - \ I - 1 ,Il�y. _ �.� i\I`C'� h\\ 1 \\i\p NAG STRAW BLANKET MATTINGF .` W` z, 9 v - _ miln \ uxul � z`� P` , . \ Nt l'�dII \t ~el4, e ". �r::.,‘,. y I - Il�i� h: 1 ,. ItriI y1Ir I Q i._ w,'}S�\q,N1il \\ I \II,m
1 11 r (CrII I
11\-��� � .., ., _ ' : I I�11I II ,,4, I *man
'1 II Ito - t )n/; III ' ,\ a .
(`\`I,/r\` , t a= �a a:vr._ ` n i 44-111IIIIIk _ ■_h5i {1��1-�-y� Mif fs J` all 11� \\ \ ____ ~ ~
U ,\t ,_ \.`�, ire: .�►-►��,� .i,-� ,U <:,.1 > - 'o .mm.. ,11� _- - - -----__ _ . g'" ��a x... �.(. P , TY LINE
- u _ SITE LEGEND\ ) N w,u _ ��. r Vo- -w Aini
- '- .t ADJACENT PROPERTY LINE\,\,I z Y� 1 . 1; a� ° a a l:a-a e e �_ f /fIb -'�, ..,_,„.„.
lI r,l /\1.-,%,i`�\,, ti ,.w,. , s:Ss�_ -'�- \._. ��,�_- Ind
.x I it
I LS i� ,� a IW_�a a�:.e71 _ti
�__f s y ="=_-_ 111ry.i� ;�� rl'1 -�-�-�-�- PERIMETER BUFFER gj
z
1 ea a a' -
/h r hr ."r�, li +\ TE L 11_I Y I I 1 - PROPOSED RIGHT-OF-WAY
r. 4, \ w _ .... -"+. I 4 _ aslla 9 1I � ' a I PROPOSED LOT LINE
\. \
^ - ------ PROPOSED AD CENTER
•,'' r -•.h'.,;;► '1P L - _ - _ _- __ �zz _I _ _ `11, \2,0,
PHASE LINE Z
- I - - , 2 "." EXISTING WETLANDS
� 17�11TC�, • •\ \ \ / I\I ,``� \� - :: __ f ?a- __ - - "'.�-....-.._..-,'-'a a 3; : .. .. ffi - L'.�S V//////,I NEUSE RIPARIAN BUFFER ZONE 1 W O
\ `y+\�� I \ r I - l "l t In ' •_ \ 1' l' ,/n `-� i>� _.' i ,`,'-----1- -.i= a, 7; e _ ... -; (t; , ) NEUSE RIPARIAN BUFFER ZONE 2 L w
�- `,,1 t \/ ,\ w I ^ �0 I I trr'r ;� - - -r._ 7.'-- 'i, `\` -A1�,`'-7-'
- -^ _ V .t `' • VV1 Y l ROLLED EROSION CONTROL BLANKET i
lr �J I Ily.$i�vii r%-7 _ r J" 4 y _ H A ryhNy a j ){ u o LU
\ li ((f/. 1^, K,/,,„1611 l,r `�_ ^\ '' '-' '-------1--‘
/' _---" _, '1� -' t +C- .> l ` 'Ill )1 - iy'_,/ Z 5
J. _ ,J^I ti' I `N_.\O\ ry SCALE 1"=200' o
- y\\ \.^ /L y��n ^A� 1 NOTES DATE
\ % ▪ � _^"�-J_^IJ..�%_ �li/y-•\'^ ���L �� :/- I/_ \w� �i, i �'lyi r 1.�lrr/i \ Ii.,MI 1.)NO MORE THAN 75 ACRES SHOULD BE LEFT > w
\ ^ �� ,II R�1"- 0 200' 400'BARE AT ANYTIME 12/19/2023
Ce
\ 1 ♦ 2.)ALL TEMPORARY DITCHES SHALL BE COVERED o
WITH GROUNDCOVER AT END OF WORKDAY DRAWN BY
3.)SILT FENCE AND TREE PROTECTION ARE SHOWN 331
SEDIMENT TRAPS AND BARRIERS OFFSET FROM THE LIMITS OF DISTURBANCE FOR
WAKE COUNTY CONSTRUCTION SEQUENCE PLAN CLARITY. DESIGNED BY
(Chapter 6-Vll of the NCDEQ E&SC Planning and Design Manual) STAGE 1 4.)ALL STREAM CROSSING INSTALLATIONS TO BE
DRAINAGE DISTURBED Q10 REQUIRED PROVIDED BASIN BASIN BASIN SURFACE SURFACE BOTTOM WEIR WEIR 1 025 FLOW SKIMMER DEWATER DONE DURING DRY WEATHER PATTERNS • 331
BASIN BASIN AREA AREA VOLUME VOLUME LENGTH WIDTH_DEPTH AREA REQ'AREA PROV'D ELEV ELEV LENGTH TOTAL DA DEPTH DEWATER SKIMMER ORIFICE TIME 1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL 5.)ALL AREAS DOWNSTREAM OF BASINS OR
CONSULTANT KARYN PAGEAU AT(919)796-8789 TO DETAIN A LAND DIVERSIONS SHALL BE STABILIZED ONCE • CHECKED BY
ID TYPE (AC) (AC) i(10) C (CFS) (CF) (CF) (FT) (FT) (FT) (SF) (SF) (FT) (FT) (FT) (CFS) (FT) DEVICE SIZE(IN) DIA(IN) (DAYS)
CONSTRUCTED.
SCM 1 SEDIMENT BASIN 13.65 13.65 7.37 0.50 50.30 24,570 34,985 210 105 6.0 21,881 22,050 302.00 308.00 45 50.30 0.52 SKIMMER 4.0 2 4.61 2. INSTALL GRAVEL CONSTRUCTION PAD,TEMPORARY DIVERSIONS,SILT FENCE,SEDIMENT • • M.ZACCARDO
SKIMMER BASIN 2 SKIMMER BASIN 7.62 7.62 7.37 0.50 28.08 13,716 16,656 150 75 -2.0 9,126 11,250 318.00 320.00 30 28.08 0.46 SKIMMER 3.0 1.75 3.88 BASINS AR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN.CLEAR ONLY AS
NECESSARY TO INSTALL THESE DEVICES.SEED TEMPORARY DIVERSIONS,BERMS AND • SCALE
SKIMMER BASIN 3 SKIMMER BASIN 2.30 2.30 7.37 0.50 8.48 4.140 4,466 85 45 2.0 2,755 3,825 314.00 316.00 5 8.48 0.68 SKIMMER 3.0 1 3.58 BASINS IMMEDIATELY AFTER CONSTRUCTION. GENERAL NOTES
3. MAINTENANCE AND/OR CLEAN OUT IS NECESSARY ANYTIME THE E&SC DEVICE IS AT 50% • 1"=2GG'
CAPACITY.ALL SEDIMENT STORAGE MEASURE WILL REMAIN ON SITE FUNCTIONAL UNTIL 1. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE •
ALL GRADING AND FINAL LANDSCAPING OF THE PROJECT IS COMPLETE AND LOCAL CODES IN OBSERVING EROSION CONTROL
MEASURES BOTH ON AND OFFSITE. •
4. ANY DEWATERING OF SEDIMENT BASINS,TRENCHES ASSOCIATED WITH STORM DRAIN p. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION
TEMPORARY CHANNEL AND DIVERSION SCHEDULE 10 YRAND UTILITY SYSTEMS WILL BE DONE PUMPED THROUGH A SILT BAG THAT IS
CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS •
( STOCKPILE DESIGN CRITERIA CONSTANTLY MONITORED WHILE IN USE.DEWATERING WILL OCCUR FOR BASIN CIRECTEDONTROL Y CE AUTHORITIESEECH THL ENGINEER.ENTO
(Chapter 8.05 of the NCDEQ E&SC Planning and Design Manual) MAINTENANCE,REMOVAL AND CONVERSION TO PERMANENT SCM,WHERE APPLICABLE.
1. A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL BE SHOWN AROUND ALL CONTRACTOR IS TO EMPTY SEDIMENT FROM BAG AFTER USE.SILT BAGS WILL BE
ACCUM. FLOW FLOW SWALE SIDE PROPOSED STOCKPILES(EROSION CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE CONTINUOUSLY MONITORED DURING OPERATION AND THEY WILL BE PLACED ON A 3. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR
LENGTH DA 110 Q10 SLOPE V SHEAR Wp R TEMPORARY SHOWN AT THE OUTER LIMIT OF THIS EASEMENT). STABILIZED AREA WITHIN THE PROJECT LOD. OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING WASTECI.
NAME DA C N VALUE DEPTH AREA DEPTH SLOPEMATERIALS GENERATED DURING HIS PHASE OF WORK AND
•
(FT) (AC) (AC) (IWHR) (CFS) (FT/FT) (FTIS) (PSF) (FT) (FT^2) (FT) (FT) (IN) (H:V) LINING 2. STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25'FROM ADJACENT PROPERTY LINES. 5. CALL ENVIRONMENTAL CONSULTANT FOR AN ONSITE INSPECTION BY THE FOR OBTAINING ALL STOCKPILES AND/OR WASTE APPLICABLE
PERMITS FOR OFF-SITE
AREAS.ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF COMPLIANCE.
DITCH#1A 355 2.59 2.59 0.50 7.37 9.54 0.017 0.044 2.80 1.14 1.07 3.44 6.77 0.51 24 3:1 STRAW W/TACK 3. A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT STOCKPILE HEIGHT SHALL NOT THE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING
EXCEED 35 FEET. 6. BEGIN CLEARING AND GRUBBING.INSTALL SILT FENCING AND PERIMETER CONTROLS THE TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT
DITCH 8113 274 0.81 0.81 0.50 7.37 2.98 0.022 0.055 1.96 0.99 0.72 1.56 4.55 0.34 24 3:1 STRAW W/TACK FIRST,THEN BEING ROUGH GRADING SITE,INSTALLING TEMPORARY BASINS AND Ti -a
4. STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER. TEMPORARY DIVERSION DITCHES.MAINTAIN DEVICES AS NEEDED PER SPECIFICATIONS ARE IMPACTED BY CONSTRUCTION TRAFFIC. _
DITCH#2 646 5.14 5.14 0.50 7.37 18.94 0.026 0.021 6.60 1.57 0.97 2.82 6.13 0.46 24 3:1 NAG C125 OF EACH SEDIMENT CONTROL MEASURE,SEE DETAIL SHEETS AT THE END OF THIS PLAN Q _
DITCH//3A 846 1.35 1.35 0.50 7.37 4.97 0.027 0.021 4.97 0.99 0.59 1.04 3.73 0.28 24 3:1 NAG C125 5. APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY POTENTIAL SEDIMENT LOSS SET. 5. SANITARY SEWER OUTFACE TO PUMP STATION TO BE Z LLI
FROM A STOCKPILE. INSTALLED AS PART OF PHASE 1.INSTALL SILT FENCE 20' J (' i
DITCH#3B 102 0.28 0.28 0.50 7.37 1.03 0.010 0.055 1.12 0.35 0.56 0.94 3.54 0.27 24 3:1 STRAW W/TACK OFF EACH SIDE OF SANITARY SEWER(5'OUTSIDE SANITARY 0
STAGE 2 SEWER EASEMENT). G• Q
8. STOCKPILING MATERIALS ADJACENT TO A DITCH,DRAINAGE WAY,WATERCOURSE,WETLAND, CCe I
STREAM BUFFER,OR OTHER BODY OF WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE 7. INSTALL STORM SEWER,IF SHOWN,AND PROTECT INLETS WITH BLOCK AND GRAVEL (r�
LOCATION IS DEMONSTRATED TO BE UNAVAILABLE. INLET CONTROLS,SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON = V/ e
TEMPORARY CHANNEL AND DIVERSION SCHEDULE(2 YR BARE EARTH) THE PLAN.BEGIN CONSTRUCTION,BUILDING,ETC. NCDEQ SELF-INSPECTION PROGRAM0 Z I I
7. ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE DIVERTED TO AN p•
8.05 of the NCDEQ E&SC Planningand Design Manual) APPROVED BMP. 8. EXCAVATE TRENCH,INSTALL SECTION(S)OF PIPE,BACKFILL AND STABILIZE GROUND THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 0 Z ,P
(Chapter 9 DISTURBANCE WITHIN ONE WORKING DAY. O Z <
B. OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH WAKE COUNTY UDO AND STATE 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR J1
ACCUM. FLOW FLOW SWALE SIDE LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
LENGTH DA 12 02 SLOPE V SHEAR WP R REGULATIONS.ALL SPOIL AREAS OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT 9. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,
DA DEPTH AREA DEPTH SLOPE TEMPORARY PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED ICI 2
NAME C N VALUE CONTROL PLAN.DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE COUNTY OF ANY OFFSITE PAVING,DITCH LININGS, SEED AND MULCH DENUDED AREAS PER GROUND
( ) ( ) (CFS)
( ) ( ) (PSF)
( ) ( ) ( ) ( ) ( ) LINING DISPOSAL OF SOIL,PRIOR TO DISPOSAL.FILL OF FEMA FLOODWAYS AND NON-ENCROACHMENT STABILIZATION TIME FRAMES. EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. H Z
FT (AC) (AC) IWHR FT/FT FT/S PSF FT FT^2 FT FT (IN) H:V J
AREAS ARE PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION 14-19-2 OF THE WAKE RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS 8
COUNTY UNIFIED DEVELOPMENT ORDINANCE(CERTIFICATIONS AND PERMITS REQUIRED). 10. REMOVE TEMPORARY BASINS AND ASSOCIATED TEMPORARY DIVERSION DITCHES.IF U O v
DITCH#1A 355 2.59 2.59 0.50 5.76 7.46 0.017 0.044 2.64 1.04 0.98 2.88 6.20 0.46 24 3:1 STRAW WI TACK TOOK EFFECT OCTOBER 1,2010.
CULVERT PIPES NEED TO BE EXTENDED,SEEDING
ANPERFORM THIS OPERATION EN THIS INSTIME.F FINE 0Ili Y
DITCH#16 274 0.61 0.81 0.50 5.76 2.33 0.022 0.055 1.85 0.91 0.66 1.31 4.17 0.31 24 3:1 STRAW W/TACK GRAD AREAS IN PREPARATION FOR SEEDING AND PREPARE PERMANENT BASINS FOR THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY LLIH ii
Y
CONVERSION.BASINS SHALL NOT BE CONVERTED FOR PERMANENT STORMWATER USE <
DITCH#2 646 5.14 5.14 0.50 5.76 14.80 0.026 0.021 6.37 1.43 0.88 2.32 5.57 0.42 24 3:1 NAG C125 SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT
UNTIL APPROVED BY ENVIRONMENTAL CONSULTANT. FOR CONSTRUCTION ACTIVITIES.THE FOCUS OF THE 3 Z
DITCH#3A 846 1.35 2.35 0.50 5.76 6.77 0.027 0.021 5.36 1.11 0.66 1.31 4.17 0.31 24 3:1 NAG C125 SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE O o
11. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, C'
DITCH#3B 102 0.28 0.28 0.50 5.76 0.81 0.010 0.055 1.05 0.32 0.51 0.78 3.23 0.24 24 3:1 STRAW WI TACK w
CALL ENVIRONMENTAL CONSULTANT FOR AN INSPECTION. OF EROSION AND SEDIMENTATION CONTROL MEASURES I
BE ACCORDING TOTHE AFTER EACH PHASE THE PROJECT,ANDHOULD Z (, 3
STAGE 3 BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, K U
CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. < (1 Z $Q
12. IF SITE IS APPROVED,REMOVE TEMPORARY DIVERSIONS,SILT FENCE SEDIMENT BASINS, THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL ICI 0 ' 6
VELOCITY DISSIPATION PAD(VDP)DESIGN ETC.,AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS.ALL REMAINING SPREADSHEET FROM THE LAND QUALITY WEB SITE, I--I m
PERMANENT EROSION CONTROL DEVICES,SUCH AS VELOCITY DISSIPATORS,SHOULD a' co
PIPE PIPE PAD DIMENSIONS STONE SIZING NOW 8E INSTALLED. HTTP:/IPORTALNCDENR.ORGNJEB/LRIEROSION CO = (n n g
OUTLET NAME DIA. SLOPE Q10 V10 ZONE LENGTH WIDTH DEPTH D50 Dmax CLASS W U O °
13. WHEN VEGETATION HAS BECOME ESTABLISHED.CALL FOR A FINAL SITE INSPECTION BY STOCKPILE MAINTENANCE PLAN se ce w (In) (fl/ft) (C15) (1P5) (ft) (ft) (in) (In) (in) (NCDOT) THE ENVIRONMENTAL CONSULTANT KARYN PAGEAU AT(919)-796-8769 TO OBTAIN A e'5
CERTIFICATE OF COMPLETION. 1. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH ISZ I LL
✓ SCM 1-FES 30 0.0088 38.5 8.95 2 15 8 18 8 12 B U e
B REQUIRED AND WILL REDUCE EROSION PROBLEMS.TARPS SHOULD BE
FES 100 30 0.01 41.1 9.54 2 15 8 18 8 12 B 14. REMAINING MEASURES MUST BE REMOVED AND RESULTING BARE AREAS STABILIZED KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING �Q`l ei I o.S
3 FES 150 24 0.0199 32 11.60 2 12 _ 6 18 8 12 B BEFORE PERMIT CAN BE CLOSED. UNDERNEATH THE PLASTIC. V 1 J R Ft
FES 700 18 0.0168 13.6 8.80 2 9 5 18 8 12 a 2. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS W
w SLOPE DRAIN(TYP). 18 0.033 20 12.25 2 9 5 18 8 12 B COMPLETE(BUILDERS,ETC.),THE FINANCIAL RESPONSIBLE PARTY m m
MUST NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THE 3 LLJ
STOCKPILE. NJ \
6 Z
3. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED O t o 6. SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE
w IS IN USE. X '1'r
0
N TREE PROTECTION NOTES: 4. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE 1 H
SLOPE(WHERE PRACTICAL).
u PRIOR TO ANY TIMBERING,CLEARING AND/OR GRUBBING ON SITE, X i
v
1 AND IF YOUR PROJECT IS DISTURBING ONE ACRE OF LAND OR MORE-YOU MUST SUBMIT AN EROSION ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
• TREE PROTECTION CERTIFICATION: AND SEDIMENTATION CONTROL PLAN TO THE WAKE COUNTY DEPARTMENT OF ENVIRONMENTAL ALL TOWN OF GARNER,WAKE COUNTY AND NCDOT .`s
3 SERVICES/WATER QUALITY.IN ORDER TO RECEIVE APPROVAL FROM WAKE COUNTY YOU MUST HAVE: ATTENTION CONTRACTORS STANDARDS,SPECIFICATIONS,AND DETAILS E a
PLEASE CONTACT TOWN OF GOR ,,6
▪ I, HEREBY CERTIFY THAT THE REQUIRED 1. INSTALLED YOUR TREE PROTECTION FENCING AT 919 773--4 58 TO SCHEDU EARNER A PRE-CONISTERUCT OIN MEETING -
TREE PROTECTION FENCE HAS BEEN INSTALLED IN ACCORDANCE THE
PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN. '"a a
REGULATIONS OF THE GARNER UNIFIED DEVELOPMENT ORDINANCE AND WITH JOB NO. A
THE APPROVED LANDSCAPING PLAN AS INCLUDED WITHIN THE APPROVED 2. HAVE THE LOCATION CERTIFIED BY A LICENSED ENGINEER OR SURVEYOR ON THEIR FIRM'S
LETTERHEAD USING THE FOLLOWING CERTIFICATION LANGUAGE 47065 I b
g PRELIMINARY PLAN SET TITLED CAMBRIA,REFERENCED AS TOWN OF GARNER 'SiPLANNING CASE NUMBER SUP-SB-22-01/CZ-MP-21-12,AND STAMPED AND DATED 3. CONTACTED THE TOWN OF GARNER PLANNER COORDINATING YOUR PROJECT FOR A SITE VISIT SHEET NO.
FOR APPROVAL ON TO ENSURE OTHER REGULATIONS REGARDING TPF ARE FOLLOWED. EC2.0 "
y g E
L

•
OM. //2` \ ' I '1 fu srosa I I o.,,� I' o.,,Z ill o.,ew o.,e� +55Ii56 �/z ` l 2,.],4SF III IIII II III III o,e.c I I o,5.cIII II 05- Os_ I � - - - I- - - L - I I I I s� 4�� � L L II III III
L L ,L I I I I III
/ HAVANNAH ROAD �_—_—_ I _ _ g
// /% o j — — — --HAVANNAH ROAD E
/' /// '"04 / / os /// �1I- - � I- - � — — III III 1J�; LLLL 7I �LL�
/ / ,a / II III 11 III 1 111 I'I I' o I'I I'I I'I III I III III , — 71T3
, �_��I I — _��106 zu I I1 1 1 II II =a 1 z$ 1 1 III � q aI108 109 flo 11g fz6/ I ,.. II III 129 I I +'° +// IAC III me I 33 I ``
II
;4I N\ _ I I _ 11 11 LI--- L--- 11 __ 1L Q _ _ L _ _ L _ LL __ 1L __ 11L __ 111 III III II II I • w
\ ��� — 1 1 _ _1 � _ — 1- -1 ---- - ff = 1 - __ - -I I— _ �'I_ I II I'I
"' .. SIGHT DISTANCE(LEFT) �/ I �__� I —
\ / II - -SIGHT DISTANCE(RIGHT) - - —I�
0+00 0+50 1+00"4 �1+50 2+00 +50� 3+00 3+50 4+00 4+50 5+00 5+50 -6+OOt6+05.09 _ -- - - -�- O
I �_2+00 -'I- 2+50 3+00 O
D ------- __ �� ------ --+50 ummili1 4+Op 4*50 • • i
® -EX EOP TO EX EOP __ a o
‘,� z
O
- V DATE
5
02/13/2023
0
} DRAWN BY
• DESIGNED BY
•• CHECKED BY
�6
Oi •
SCALE
1"=50'
SCALE 1"=50' •
:
0 50' 100' •
CL _
345 345
605.06' -1 Q m
EG+3.5' z
340 /r 340 340 340
rn • $
lT ------ I- 607.72' -1 0 Lu U• e
335 ---_ _ 335 335 335 O W
re O
-- - _1z II
\✓ EG+35' 1 330 ,-_\ ---_ i,
--- PROPOSED GRADE --i)Ij� \�
GRADE J \-� A`_/ �. w
325 --� 325 325 .---.----
EXISTING 325
▪ 1 1..--\ f � �/ la7 `mo o
\ \..._/1^_ --- , — w 'ems
\—J` EXISTING GRADE- 0' �"
DRIVER'S EYE AT DW CL:FG+3.5'- �1 _ = a
320 320 320 -DRIVER'S EYE AT DW CL FG+3.5' 320 ZJ cc h�-f a
R u Ev
U
w
5 W o8
= rcz
315 315 315 3150 m€
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50 3
,Ev
w
z
E E
NEW BETHEL CHURCH ROAD - LEFT TURN PROFILE NEW BETHEL CHURCH ROAD- RIGHT TURN PROFILE
HORIZ SCALE:1,50' HORIZ SCALE:1"=50' 11
VERT SCALE:1"=5 VERT SCALE:1"=5
X 14
Ea
JOB N i
47065
SHEET NO. '-°6
EX1.0 ill

// c,,'\\ \\
— , •L i"./ ' n'aj ..,•::‘..... / // / ,,,
eS
/ \ `` / ,/
/ , �0 / /\ /
/
x e 0 ea.$m��a— � .t9�00
/ / H
// Nl / 1 // / / / ~/ T ` / '.1. ♦♦♦� 1 1 $;, 6`\ / w i�
\dNo \� \�� ' �� j 1 //o.=' //855F/85 / / \ \:27\ °o.. 1 " / / a LL O
xo 8q / pp \,78 .\ . 1 TNa / / �Oo
AP
�D Hp , \ Li. isil sr I �/ 'F / ` ac/o..„.q it_°snc/oos nc/aos'neF// owF/// \;s,xL�s�r \\z$z�r\\ons�\o°eac\° ` fi1.41 AG1,244 F !\.'/./ . �r 3J VIX V
----- ------
W
_____D .
..4,/ , . ,
z
as o
______
1 „4 _ _:_„_ , _ _ , ,,T,0, L,
1 ,4
-
---- 1 SO 13+00 i:j
Y - - - - - HEBROI�CHDRCHFiOADS-R:2b4/ — — — J ~
„ir
-- ... ., a� a 13+Sp 14+00 --------- -_-- 1J-J/ \T____:_\\ AI- ,... ____
14+Sp- .x R Bu -�.� 15+0 1 g
� ..„ ------ +001 10+50 00 p { vi
10
1+
,,. _I 11+50—�12+00 12+50 _13+00 _ o
• - _ _ 13+50 79____,__Li14.+50+0
VI - - ��------�� - _ , 14+78.14/'__-- m
��_—
SIGHT TRIANGLE(LEFT)- � - - --a[raq r o
-EX EOP TO EX EOP) SIGHT TRIANGLE(RIGHT) / / S H
dH0 / �j; � GGG a as
__ dHO� dH0
dOH—— dH0�dH0 HO dH0 p TOE
/ :4'
IP
0 CHECKED BY
•
£8 GVN • SCALE
—r 0 /"=50'
•
SCALE 1"=50' •
•
0 50' 100' •
a-
355 355 365 365 t
o 1
Ce
350 350 360 I 360 0Q
549.91' - 478.14' U e
E.
EG+3.5' F
OOP
VEGETATION TO BE CLEARED ---- I
ce J z I__I 8
345 TO MAINTAIN SIGHT DISTANCE ----- 345 355 — 355 m g
__ _ Z = s
EG+3.5' ----- O X =
(IIIII7 u_ 0
340 c1/1------ J ` 340 350 -- 350 CO
/ '\ _ J Q m
/- o
/^ DRIVER'S EYE AT DW CL:FG+3.5'- -- (I) Z 3
335 — ' 335 345 - / 345 LLJ Q
J PROPOSED GRADE H = mo
2 m
=
i
Z _I ,L,5, 0 EXISTING GRADE <
7 () E 1--1 >,�
°
330 330 340 340 U 0 2,
-DRIVERS EYE AT DW CL:FG+3.5' w 'o$
u. ,-"325 W
325 335 335
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 Z im
oW
HERRON CHURCH ROAD LEFT TURN PROFILE HERRON CHURCH ROAD RIGHT TURN PROFILE E i
HORIZ SCALE:1"=50' HORIZ SCALE:1"=50' 11
VERT SCALE:1"=5 VERT SCALE:1"=5
Ea
JOB N i
47065
SHEET NO. `-°o,
EX1.1 H.E