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tix�:� 4A�-�----____ � 82 5F -- =�'s �W.� k;rv
'y y riPE lll GRAU-35� TL-3 �- ` F �---`
. � - _��_ � __ _ -- I
_ -. - `v TR� �GI � � . G. � _ N . � � - _ -- I ^ _- _-
4 � � 4 R ' 4 4I �. _.�--. �__
S 4f 36' 1
.� 4.0" E
� .
TB 2C;1 � Q ° R R R �.
_=�- =T� — — � — — -- — — — _
� TVPE III / � GRALI-3�0 TL 3 — T— '— —
� � f ��. � ��.- - .- - � � _ ' I � -- - �
�/ �� �� � � ---... - — , ,. �, - � -�
� =x"' v, q
ACLOWABLE IMPACi
ZONE 1
ROAD CR�OSSING
b4 SF
j I
�
' +� ti^i
� �
��s�rr�x r�awE, �.�c
f
��I/I�Il�Y�'��k�h���.4�.���cnart��, lf�i;�.
� �o «�=1 T-ad� =f s�e_ �,s
vhn!ICtie YC [82(Ji
N L'�ce�nse ^+Nr'�Gnr F-,75S1
PROlECT REFEftENCE NO SHEET NO.
J7BP7.R.60 4
FhY SHEEf NQ.
ear.ownv oes�cN nvorsau<ics
EN�GINEER ENGinrEER
�'12T;LIhiiIti.�F<5' F�Q..�\TS
DO NO? S;SC FO COI�SI'RL'LY[ON
�, ALLOWABLE IMQACT �
�aMES w. sHaRPE ana w�fe, 137 SF r,r: ocrk�i tao.cn I ,'.. m � �
L085 A, SHARPE PI Sf0 11+82.71 2s3235 !.
as 4308 Pc ��6a o= a°5����.g°r�r� � ALLOWABL� ONE 1 ' Po�—� _ ZONE 2 �
p= t00.88'r7.7' N R�AD CROSSING � ss�ao�,4s.aa z�3zQSC� "y RUAD �RdS51NG o
�er.�i� �: � r= 50.��• a 47 SF , i I � 259 SF �,
R= b,d00.00' v� m PI StQ 15+93.17 r�
ra€ � Na �e�iow m �= 2' 25" 26.5' !f?T l sin a�. _ F' �
� - x ac e = MC
o� � Ra = N�A � ALLOWAB�E IMPACT D= i38' ��.3" P��FaRr.��� scouR rro�e
� '1 oi �o SCnLE
„_ �`FfiE° s;'�:. t�s = aa �r?x ZONE 1- BRIDGE �' � � z= ra8.o8� �.�.rv ��Fw� t za
'"°° �' g0� SF ALLQWABLE IMPACT r- �a.o5�
� ZONE �I I R= �DL1.00� � w.�,....��nic�_,�,'��� BARRY �.LEQNARD
a Po r� � �x OESIGN EXC�°TION FpR SdJPER ELEUATrON i ! ROAD 'CRGSSING *�� ���2� "'l �
R o = 5 2 5' h= v K� ��� � �B i807 PG 6i5
tuc,,c� siR . sa ��oe ,, , �, 1 %J��D STOPPING SIGN7' D15TANCE. �� 44 5F , QS = 90 MPH
fi25
620 ~ ='�''
�xr�r
' r�1 s�6j,�'-
. ir�
. �1
605
[III�7
�
�
0
�
gR1DGE NYL3R,411LlC DATA
DESIGN C]ISCNARGE = 11Qp CFS
6E51GN FR£OJENCY = 25 YRS
DESlGN M,y £LEVATION = 61(J20 FT
aasE orscrraRS� = rsoa Cfs
B.Y�E FREauENer = ro0 rRs
sas� �nv Fc�varaoN = srr.oa Fr
(NERTOPPING D1SC�`PARGE = 200Q CFS
OV£R70�FYNG FREOUENCY= � YRS
ov��rroPp�HS �cFVarroN = s+z.ao Fr
pAT� pF SURVEY = 3/74/201c'
H'S.E!EVATION
ar Qar� o� sur�r�r = saz� Fr
11+�0 12�44
BEG1ld F'ROJECT l7B�.?.R.60
-L- 5! A l�+LU.UU
� L = 618.67'
PI = 12+9t1.Qb
EL = 61E.2J'
VC = 110'
XK - �`6
DS = 35 MPH
PR.OP�SED GRAD� �
�' DESIGN �XCEFTJQN FCJP, +✓ERTICAL CURVE
K-VALUE �Nd STDPFlNG S1GHT D�5T4NCE.
BEGIh' BRIC?GE
-� - STA f3f77.p0
�xlsr aRr�c�
TO BE REMOVE�
c ND BR1pG�
-c- sr� r�+�s.oa
- r, -- - - ..._ _ _... �
��
� �
--fi--------- ---
�4 --- �---- —_--
EX+STING GRADE __i�
� f
� f
I 1
CLA.�S !I RIP RAP �f _:( l .
1.5:1(TYPJ 'u' ` � ir . \
! 5 . � vj
� 1
1 !
i ��
C!l�CLASSIFIED STRUCiURE EXCAVATIDN � � y�f
SEE STRIICTURE PLAIVS fTYPJ
BL - 3 r3M!
-L- STA 13*59.I! -L- STA 13+55.58
14.38' R7 79.23' RT
t L= 61375' E+_ = 612.53'
12 f 5fl 13-�00 i3+50 14+00
14 +5�
15+0�
s�a� r�.�,°'�P
n', `w,.°m,..rR °in.;��
o ;
SECT�Urt W-F
r�� e �a eoa �e��
���`°� ` �- ° s .
��fto„ - _
��- - -� ,,_.
uaea cws e ai:ow� J' -- .-
�,���. atn�tr�,:t - ., . � -��� <
�C10✓ �-i0.P,333% _Ex15T -----------
r -10.3�a�
�+
P! = 15+40.OG�
EL = 6J2.69' �
VC = 120' +
K = !48
175 = 70 MPN 1
END f'ROJECT 178P.7
-L- 5TA 16+Q�J.DO
FL = b12J9'
15+5C1 �6100 1b+5C1
625
620
615
�
.��
.1�
"����}��y ALLOWABLE IMPACTS ZONE 1
TYPE III TYPE III
� \ � \ \ \ �
— —�-- — - —� •. • �.. �. � � ALLOWABE.E IMPACTS ZONE 2
� �.
C� _E- � --- � ������I
544'D!'40.5'E ; , . �, r / /
_ � rHacxE o��r Roan J _ _ . _ � _ ALLOWABL� IMPACT �,o`'�P ,' ` r;'
� — - ZdNE 1 : � : r I;
T�� - ROAD CROSSING � ;; � j2.,2
� � TYPE !II TYPE II� � 23 5� � 55.G� r'+
� � f
� 55.00 i I � �
BRI�GE SKETCH' / � I
bET�.IL SrioWlrviG �RI�GE AEEATIOnSHXP FOR -i- OVER 61C ALnnuNCE TRl6NnRY 3 � �� ���/
j g ��' << ���.�^�� ' �
ALLC7WABLE IMPACT �j � �� �'° � ; v
� Z�NE 2 ,� ,asm /�� ��v-� � �i�'' Fz2.r,� a
� ROAC► CR05SING %r �' 29s' ; '
_ r_ r �5 n, , � — ,-� ._,` �' �. � �.-,�
% �r
� T�� 5F � ,�ar x
,° i � ei _ ` _'r' f _ x ,
I �° .; � -= i / � � `----`� '� �
Q- i N — r , " � j� — 15" ftCP f - - - --- . . _ _ T7'PE tlf - i a
���uave `
_ - - - _ — — f -�--- � -
� N � _�_
�]ti �� �c�.Jr'� � _ O, .
=_ � � 5 44 QI' 4�.5" E SR 3088
� ° THACKER DAlRY ROAD
ALLOWABLE IMPACT
ZONE 1 - BRI[]GE
855 SF
�..
ALLOWABLE IMPACT
ZONE 1
ROAD CROSSIhJG
59 SF
�,Y
O
�� SMITH—R � i�YE, LL+C
� ��Y / ;I���� '�a��@x��� t���s�6����s,1[�s�.
9CU N=sl T.ac St., Sie. %}7
or i�� n,e zezaz
h�. i.:=.� . N ���� -os��
PROJECT REFERE�CE MQ.
rreP �.R.�o
w�v SHe�'r h�_
.OAOWAY 6ESICaN
fNGINEEk
SHEf� NO
a
dY�R,Al1LIC5
ENGI.NEER
PRELIMi.�'.�Ri' Pi..9\T5
O9 NO? C'SF FO C9v9TRt`[TIaN
� � $� BRIUv^E '4Q0248
� LEE ROY HELMS c�nd wif�,
' ° ,� �"oY B. "E`�S B U F F E R Q RA1/VI N G
I *� �'PS DB 388Q P�, 665 SHEET 3 OF 5
�
r �°o� Q
� ' ALLOWABLE CMPACT �
j 2QNE 2
� II ROA� CR4551NG
�, y !}� ?.,, ��,4------_ F 82 SF -- -- 4x���iN�� n�r� _ -- -
/x., s .` — -- - _�
� � '. � TYPE III GRAU-350 TL-3�.. ' `- - � � F - � � . -
; � �_ � _ � _
��� q TB� 2GY � .._ R N N� N �v ---_ -- - - - -
I . p � � � Q R p -- ----
�
.. s 9r 3�� ��.� �
� 4 � 4 � tr �
TB 2GI R � � 4 ;n ,.
- � -- -- - — - - — - - - -- - - — - - - - --- — — - — � _�
___ — _ ._
_ . ---y-- -- — --- — -�=--'— � � -- — _ — — � - — _— - — -- � — — — ---i�S � — — —
F,. ,��'} �� ,� ' .,.J . . - .�`�- �---- F �= ._� _� �.� _, _
GRAU�-350 XL-3
^ � _ — 7 ...� � , i — �� � �- � � � — � �` _ - �� TYP€ III ..� '� � d � �.� �� TYPE Ill � _ . � T � �- . . — � �
ALLflWABLE IMPACT � c�u=aso�r�--- �;` t � x,,, --��
_ � �O N E 2 �' ,, h� �X � ry v- ��.� —�=� F � --�— -- -- — _` � i
�xsr �.-> �,-�, RbAb CR�77SSING � � � o,E�,�o� , <:� ; ��yi � �� �sT�,��� —1 a --
� � ��� �.,� � a�e � ��� ;,
� ALLOWABLE IMPACT
JAMES W. SHARPE ontl wiie, �37 sF i�_� o[T�i� . +aa.o� .� '�.�.. ,,, �V
�ois a, ss+a�aE Pr stQ �t+82,7r ALLOWABLE IMPACT z9�z,.�5 ppe "` ZONE 2 �
❑8 4308 PG ir68 �= 0'57' 47.9"!RT) ^'' �
� �ONE 1 t7op� .�,,on a RUAD CR05SING `D
D= 0'ST 17.7" * ROA[3 CRUSSING � 35�o.Q�.�o ! zs�2.as.crr.� "' o
L = l0�.88` N '
DETAIL :,i T= 50.49` q 47 S� ry ' � 2��% S� in
P7 Sto lSf93J7 ti
Toe eao,ecTio� R= b.QQO.()0' �n � m ! p= 2° 25' 26.5° fRT1 srk i. n. i_ x� �y
"" '' X'� �- N� ti . J� PREFORMEiD SCC?UR HOLE
-� �,4ta-� Ro � n+rA r� ALLOWABI.E IMPACT � � �= r 38' +3.3'
F;�� as - 4n Mp� ZONE 1- BRIDGE �`' � � �_�a8.oa, ��aTTO 3«�E
�� d� '� 8�7 SF � ALL�WABLE IMPACT + ; �= 3 5 t i o. o a """ ��E"` _- KS,.,.,TM��RauN;. zo
.o F� o�crzrn�r . + � Z�INE � � xx� = Ci'.�P.r7 . ��'" ,n �•. BARRY D. LEONAR�
�� p�5���r ErcEprror� �a� su�°c� EcE��.�rroN ; ROAD CR0551NG '� �o = 52.5• �x R�� �� aa �eo� ac 69�
` , , ` � AND STOPPING SIGH7 �ISTANCE. ; , 4� S� DS = 40 MPk , „ _ �`1S � i� � ` x ,
S�♦ .�. .�( !^i �IA Ix r�f. i- WI '.r ll
625
_��—
520 -- �.xi
��13.& b5'r�
615
610
�o�
x
ti
�
60p
�
J
�
0
w
BRlDG� HYDRAULIC pATA
DESlGN DISCNARSF = I100 CFS
17F$dGN FREO:lENCY� = 25 YRS
fJESlGN HrV ELEVAif�N = 57020 FT
BASE a15CNAR6E = c500 CFS
BASE FREOU£NCY = 1{Tp' YRS
BASE r-!w ftEVarrpN = 6n,ps Fr
�reRro�Prnre o,scx.�?�E = z�o cFs
0✓£RTO°P1HG FREIXlENCY= 500 YRS
w��roParroc ���varroN = srz.aa �r
parE QF suRVEr = 9�r4�2orP
C4S.[tEVAT10N - 60290' fT
AT OaTf OF SU.H✓Er
11+50 12-�00
&EGIN PROJECT 17BP.7R.60
-L- STA 12f�0.00
EL = 6r8.67•
Pi = !2'r 9�.00
EL = 6f6.29'
ve = rio•
* K = 55
b5 = 35 MPN
°r�0!'OSED GRADE �
/�13 "_
x pESrGA� �1'�EPTION FOR VERTICAL CURVE
K-VfiLUE AND ST[1PPlNG S1�NT DIS�ANCE.
,�EG1A� BRl�GE
-L- 5TA 13t77.Ci�
�XI57 BRIIJGE
TO BE REMOVED
�NC7 BRlOGE
-L- 5TA l4+99.d4
,. -- - _�_ -
���L
- -�--------°--- ---
"----- '4 �l �~ - --'-�--4--
EXIS?1NG GR.a,�E ��i'
t 1
� i r
cLASS tt Rr� RaF � r -,•
� :�� � f .
l.5:1 (TYP.)
�� �1 1 ^ ,\?'
� 1
f �e
UNCLA5SIFIED STRUCTURE EXCAVATION � � �
SEE STRt1CTURE ALANS fT�P'.1 ��J
�L -3 BM!
-L- STA �3f59J1 -L- STA 13+5�.62
1�.38' RT 7923' RT
EL - 613.?5' EL = b12.63'
12+50 13+00 13+SQ 14+0�
�4+50 15+00
p
�e,°: Wn„``n
�,o��Pa��ler�lmr�
�
s�crio� _ n _n
�rre �a �s ov ie���
�.�
.o� f_ - e
�,N -.
� ,_.: �I - '' ''°„�°� ;"°�`�--� "vou.�`�
- �=Ln55 § FI�Me —_ __ �i _ � � /
EX15T _�` ��„----
d -1Q.340f � -
g=n 0 +�
o=�q tr
w-<n n
rvui '-' (-10.
P! = 15+4CJ,OQ
EL = 612.69'
�� = 1zo•
K = r98
DS = 70 h{PH
ENl7 PROJECT l7BP.7.R.60
-L- STp. 16f00.00
EC = 612J9'
�s�sc� �6+ao ��+�a
625
620
615
�14
bas
60Q
i--- N
� W ^
� � �,
� w O
t�i U
� � �
ma ,��
W p �
[Y �+
¢ ---
~ � o
O �
�
W
J
m N
�r�
(J � �v
� � O
�c �
C �
wn
o°
N�
J m N
� � � O
� �
� O V
UJ � V �'
� � Q� cw N
„Q (�' Q w .. co �
� � Z �
� Q p Q `� �
� � J
� Q � � co
w ,--, to
� d � �
� N
�"'
U '�
J (�
� Q a
� a �
� a �
� w
� � o x
W � �
,� m
LL �
a �z
�m �� x
�o
�
�
0
� o
o �
� �
LL
"J � _
Z N
O �
F
¢
�
�
m
w Q
N J
� �
Q
� d �
� � O
U v
Q' N
~ N
� r
�
z .`i
W � - Q
�- �
� �
�
NO SiJ�tV�Y REQi�IRED FORM
PROJECT TPdFdRMA'TZ�iN
Pr•oject No: Sti-.# 40Q248
WBS'No.• 178�.7.R2b
Counry:
Doczc�rPerit
P+'�ject Trackiirg Na. (hiler�xc�I �Ise)
�.� �._ _ � � �._.. __.__ _
� ��-os-naas
i_
Guilford
PCE or Miniinum Cr•iteria Clteeklist
F'�4. No: 1�T/�1 FurzdirJ�: � State ❑ kederal
Fecl�ral (�TSACE) Pernaill�erlr.�it�ed? � Yes ❑ I�o Perf�ait Tyl��: NWP 3 r�r NWE' 14
Pf°aject Descriptio��: Replace B��i�l�;e Na. 24b ov�er Bra�icl� L3ig Al��ma�ice Creek c�d� SR 3088.
SUMMA,RY QF GUL�'CTI7AL R�SQiTRC�S REVIE�
Bi�ief cl'es��riptian r�f 1^evie�v erctil�ities, ��eszslls� o f re�+i�1�v, c�rxc� cancfusrolrs:
Review of HPO c�uad m�ps, HFO GIS informa�ion, hi�t�r�c desi�natioa�s roster, �ti�d indexes iv�s
unc�ertalcexi on 1-lugust 24, 241 �. B�se� an tf�is �-eview, the�� �re na existin� NR, SL,, LD, I?�,, or 5S
pro�erties in the Area pf Pote��tia] EfFects, whfch is 75' frarn the cer�t�rlk»e of the b�•id�e each way �nd
300' frorn each ei�cf. �he�°e is ��ie structure withi�a the APE, �nd �urrent Cruilford Cauniy �IS/Tax
iti�fo�ti»ation iitcficates that it rvas c:onstr�icted in 19�$ aiid is � �u�rciein mobile horne {5975 Tfiacic�r Dairy
Roac�, PIN 06-0��-Q2�3-�-{1278-S-Q�6). �oog[e Maps "S#reet Vie�v" con#7rms thai it is r►ot F�istoric no�•
eligible under Crite�-ia Co�lsrd�ratiar� G, A��arcel t9�at abuts the ]3ricige Gontains a c. i 911 hausc (4114
Wades Stc�i°e Rd, PIN OG-D4-fl2�13�Q-a?79-OQ-009); llo���ever the itouse and r�[atecl outbuiidir��s are
locatecE along Wades 5tore Rc� �tpproxiinat�ly ],OQO' feet satst}� afthe bridge location anel wili nat be
affected lay t��is pyo�eet_ There are nc� histc�E-ic struct�u-cs �vit}li» the AP� and i�o su�-vey is ree�uired. in
addition, Bridge No. 24$ is nat NFt� eli�iUle basecl on tiie i�(CDOT Histaric �cidge I�3ven[ory,
Brief E.r�lar�aPin�� of ��vlay t1�e m�ailc�hle infor��nutiur� 1�rv��i�les a r�elicr�rle basrs fo3t recrsoa�ably prer�icting
that tlxej�e crl°e rzQ ultic7e��tifrc:d I�isfoi•ic p�•r��e�•tic.s in t�re 19PE�
�IWQ c���acl maps a��d G15 ixlform�tion recoE•r3ing NR, SL, �,D, DE, and 55 properties for the GuiEfo�•d
Cp��aty s�iivey, Gui[ford Cou.nly GIS a��d t�x infe+�-3n�tifl��, and Goac[e Ma�s "Street View" a�-e
aonsidere�i valid for t17e �7ui-poses �f c�eteR-mi�ainb the likelil�o�ad of historic res��urc�s being preseni. '�liere
are no Iiistoc-ic reso��rces }�resenf ai��3 no suz�vey is rcc�ui��ed.
�
SUPP�RT DQCUMENTATIC)N
5ee attached: Ma�s, Tax Cards,
RINDING'�3Y �1CDOT CULT�iR.A.L BES_C]!LI.C�f.:.E.fi FR�p_FESSI�NAL N(J SURVEY R�QUIRED
������'�La�r �HJSTORIC ARCHITCC'['C�I2�� (CIRCL� UN�} I
NCDOT Cu[tural Resou3•ces �S�eci�list
"Na Su1 va), Regiai��ed ° f�rm for' Mlinor ?)�nn.r�urlc�ria�r Nro�rttts a.s Or�ulrfl�d rn liad 10P7 f riigrwrin�aUc A�reerncnl,
Nt'UUt'Archc�eofygy c4 Hi.xl�ric;9r�liilecr��ie (irarrps
��, x I �.��
Guilfard Cat�nty Pi�operty Card
_
_ __.,.... __ .. . _ _
Guilford Cou��y �'roperty Recorcl Carc3
Parcel !D: �6-O�1-0243-0�a278-S -OQ6 Dafa Uplaad Dafe:
Pro,perty.4ddress: 5�7� THACKEF2 �A1RY RCi lnquiryDafe:
--�.l,�,
�nLV�`�v..`-j 'z' �, y q>'���� $ ° ��'��."+�` �,_..__ 1� �_'`."^�-�..'_�a°r -a ,: �.. _ . - ---
� 4 SY �tj�4' �.y��� k d� f �� i � 94 yy ,_Y 4..
}A
+ r kti �-�� �"�iry �S�u� � .�+r ,� � s '� � � .�'`"�
s� ' � .
� �� s ,� : ;,� !, , � `' ` -� r �i� � F , __, � � � �. ._
� '�''� � y1Ek
Pa�e ] of 2
NA
NA
� ! ? ,� �.�,r r > -.t �§ :� f - r-;-• r� h� � r- � -
t f 3 y �^` - �y: a ��"`# F} � . ` t . ,�'i � � �� ���� vI��.L.'?�1r5L��,, �
�}' �z � �� . , � =4�, "Y- r� �.�,� �-,���;� �� `�;, �� �,' �suru�i�r���E�r�
���'S'��, �� �ix��"�y �ri �� �v` r , �� �;���s ��` � .� �� -��'"- QAf<(tIDC��r C�S�P�C
w �' 3 ' ' r � � � 1 � "�w � �` ��'-�� : ' £ �' �+�
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� ;�a �°°����## 5�,.�,wr��; r r �i �� t � �5 � r � �'ei � �r � � � ,q�F` 3 ,�� r �} r� � i
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E ��} � � � � �� { g i� .� ..> � � � � � �?'' � , �. 7 � � _
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� a t � + �' ,� � �� ¢C� �', �' , � � ,'��. � � `�, � � �+armer +M�iE� every efFort is r�iade lo keep in(oemation
� � „ � - # �� .� = �".? � vir�P,� a�er �he inEernet accurale and u So-daie,
a �? '� "'���{�' `� '�",` �'` '� kr �,' °'� � .,IPFnrd County d'oes �otcert'rfy She aus�h nticliy or �
r�, '� +� 4� � r� r ` r{�', �-�'' r �� y �a' 3cy �f surh infurrnatiort. I�o warranlies, express or
z
� ,�� � ,j� .:, � � r �-�,,, �k ,� + rr � ��, � � ��iicd, ara proviUed for the records andlor mapping dala I
� , , �y � f�� . , �4, �, ix RS �. , � ' {, ;� �i cr._in, or for lt�eir use or interpretafion hy the User.
.::a.'�.Y?�� r.. � . � ,- . * ';�
° : , _ � ':� � - � , . „
.��..� _�,�y. °�5 .,����'_=_ _ .._ i:�:..��_��.
�__,... _...._._
_.
C3rti�sier
; Name: HELMS, LEE ROY ; HELMS, JIJ�Y E3
Address: 5975 �FHACKER D,4.IRY RD '
Cr`ty State �'iP� WHlTSETT, i�C 27377 '�
.___.___ _. _..___ _____ _ ..----_
_ ,._.__.. , ...�.,.. .�_.__ _......_. ..
Propert�� Information
Descrip#ian: Loi # 2.47 AC STARR 5R30�8 NIA Legal_2 Parcel Size: ��47�Q
Address: 5975 THACK�R pAIRY i�D Area as
Mapped:
Llse.• MANUFFlM-RESIDENTIAL T"ax Dlstrpct:
Z4nin Residential � unit per acre Manu�actured Housing dsstrict
�" (RS-4D-MF-B)
�oak-Page
3880-6G5
3809-�10$
Assess�d
597,50[i
Sale Uate
51`i 5fi 99�
5I15/� 990
Building
$54,600
Sailes �istary
Pri�e Type
�72,5{l4l
$8,{�00 WVarranty Deed
T�ta1 Ap�raisal Values
Dut 6uilding
�D
Q c�alifica ti o rr
Qualified
Unqualifi�:d
Land
�42,900
RE5IDENTIALs
2.47
�fl0
Imqroved
Yes
No
Deferred
$fl
hiip://bc�is.co.�uilford.z�c.usl�uilford_i�e�,�/pro��erryC�rcl,aspx?PIN=0604�2�3�027�� OOb_.. $12�12�11
Gt�ilford Cow�1y �'ro�erty Card
Page 1 o:F?
_ _. _ - _ _
G�silf�rd Caunty Praperty Record Card
Parcel lD; 06-04-0243-0-0279-DO-D09 Data Upload Date: NA
Property,4rldress: 4� 14 WA�ES STORE R� Inquiry Dafe: NA
�' � �
5�� h'�..�aGr�,��',1
�wUt•,4tv4ERFIEL�3�
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� �
r:in.rw� ��T�� o,,��r r� r��
F'GC
.,z,..,,
L7 �f
rc�r��
?rscl:;rmer: VJh�+le every etfort is made So keep informatior
�r;vi��'ed avertt'�e intern�t accurate and up-to-date,
3i�flFord Cnun9y daes no1 cerli(y lhe authantic�Sy or
�: �ur�cy oP such information. No warrar�ties, express or
rcy,li_d, are provi+�ed for the racords ar,dlor mapping da1�
;erein, or for their use ar interorelation hy the User.
U�YII�x
Itilame: LE�NARD, BAi�RY Q
Address: 1151 ROCKCRU�H�I� RD
City 5tai� Zip: LEXIfVG�OiU, NC 27�92
,_�.- ---- , ......._._.._._
Property Inl'o��mation
Descripfivn: Lot#� 12�.88 AC S3A�F2 l�/A �.egal�2 Parce! Size:
Adclress: 4114 W�!QE� STC3R� RD Area as Mapped:
Use: SFR-AGRlIHQR� 7ax Distrfet:
; Zoning=
121,8800 AGRIIHCIRTs
�21.88
1Q0
._._ __._-_ _ ___..._--- -- ._.__, _...___._ .�._.,:.._.__..
Tatal A�Prais�l Values
Assessed Bu�lcling C7ut 8uiiding L.anaf Defarred
�72,542 �2�,300 $0 $599,500 �548,258
t�tCp:llgcgis.cfl.guilf'o�-t�.nc.irsl�uilFnrcl_newlpropertyCaz-d.aspx?PI'�=Q60�0243fl027�0�0U9,.. S/24/201I
NU SURUEY REQUIRED F4RM
PRQJ�CT INFORMAT�QN
Project Nca: Str. # 40024$
Coz,rrrly: Guiiford
Projeel 7'rackrng No. (l�rferrral UseJ
l.l-QS 0048
WB:SNo: �7BP.7.R.2b8 Dnerrnrerrt; L,If3R/PCE or MCC
F.A. Na: Frrrrc�hag.� � State
� Federal
Fec�e�•crl (U,SA�'E) Pern�it Reqtrired? � Yes �] N!o 1'er��r�it Ty��e: NiN 3 ar NW 14
Pr°oject Descri�tion: This 2indertakirag involves repfacing Bric�ge No. 2�8, in kind, with a new structure
ave3° a t�raneh af 13i� Alai�ia�ice �z�eek an SR 3088 (Thacker Dairy Road}. The Area of Potentiat Effects
for this project inclEicles 75 ft to either side of th� bridge and 3Q0 ft from �ach end, s�ii#icient ta ca}�ture
seuera! bridge desi�ns. The entire AP�, is to be consic�ered for �rchaeological ass�ssn�ent. As a replace
in-place project, howe�er, this archaeological assess�»ent �e�atcrs �isl tl�e e�istii�� 60 ROW� no »ew, R(�W
is proposecl.
S�JMMAitY OF CULTURAL RESOj1]�CES REVIEW
Brief descriptiorr of'revrelv c�clivr`ties, resrrl�s of review, crnci corrcJarsfvns:
Aerial �aaa,�ping and topography was examinecf. The adjacent terrai�� is a�o���n s1o}�ing hill from the north
and a f]oadplaiii a�i the sdi�tl�tivest c�t�acQrant.. Records at the Qft`ice a� State Archaeology were review�d.
USGS t�uadrangle r�iapping depicting previously reviewed areas aerd site Iacatio��s was copied. No
previously documeRted arcfjaenlogica! sites were noted, nor w�re tilere any en�irQnmenta! reviews in tl�e
nearby area. For this project, n�i3ch ofthe APE l�as t�een modifie� by the existing road. E�peciations fhat
an ontaet or otherwise sieni#lcant archaeoloaieal resource mi�ht be iinpacted are low for a re�lace in �I�ce
project.
Brief Ea�la,�alic�tt of �vhy the a��rrilr�bfe irrfor•uratiatt pr•arlcles ca relic�ble bcrsis for reaso�acxbly predictirt,�
thczt there r�re no urticfe�rtifre�'histor�re��ropertie.s ifi 1he.�lPE:
Tl�e i:ndet-taE�ii�g involv�s �-e�l�cin� a�n existing brrd�e in-�:ind. No archaeologicai sites h�ve been
recorded and d�c�imentecl ���ith the Offce of State Archdeology. A revic w o#' AJational Wetla�ad L�ventory
�ia G1S suggests a low, goorly cJrained soils are a�� eithe�° side of the ht-icige aloil� the ereek crossing, Wet
soiis aft��3 have law arcl�a�c,logica! e�;�,ectatir�a3s. TRiis is a sma�l undertal<iifg. Much af tfle APE has been
dis[urbcd by tlie existi�tj iransportatic�n feature, bricl�e No. 248 on 5R 308$. Whide dter•e inay be mirlor
ditch-iine ii��pacts, dha width of tt�e ROW ]i���its, 6a ft, shou[d 3�e maintaiEiecl. These Fact�rs suggest that
undocumei�ted, si��aifica��t and ui3disturl�ed arc�a�c�lo�ical sites are unli�el_y to be intpacted �vithin t3�e
AP�.
SUPPORT DQCUM�N�'ATIdN
See att�cl3ed; USGS c�uadran�;le {Mc Le�ns�ille}, aerial showi��g N W! data
[I�1„DI1�3GBX L'+I�'DQT �ULTURA.C, RESOi7RCES PRQFESSI4NAL
�} � " �°;�
RCHFIEOLQGY rr �-�ISTOI2IC A[tCHI'fECTURE (CIRCLE Ci�CE)
�•-�. . ,-:�-�.,
,�'.
� ���y.: .+�F f�/, ��L �..
)T Gu tural Reso��rces Specialist
9131 /2011
I3ate
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2U72 �n lish Standards & Quankit Estimates
Name: 8rad T Smith, EI
Praject Engineer: Joshua G �alton, PE, CR�SC
CONTRAGT# C262923 CpU[�TY GWl�iard � pIV, 7
FIP #t SF-0OQ248 LETfING
STAN�ARDS NEE�EO: bETA!!.S NEE�EO:
76p5.09 (TSF)
16flB.41 {SSGF) 9$32.03 (R15T-�j
1633.01 (SC-A}
7822.01 (T5�N) 1633.07 (S��-B)
Watt3e
i635.02 (PISF•B)
-TRSC-A with Matling & PAM
1fi37.07 (MAi7}
# OF YEARS'FOR PROJECT CONSTRLICTIDN D.5 YRS
MAINTENAt�lCE FAC70R 1 25
CONSTRUC710N ENTRANCES
i#pFENTRANCES: �
FILTRpTION GEdTEXTiLE REfllliRE� 0 SY
CLASS A. STONE RE�'UERED 0 TONS
SPECIAL STILLING BASINS
NO. 6F DRILLED PIERS 0
iS OF SpECiAL STILLWG BASINS 0�A
FILTRATIDN GEOTEXT�ILE REQUIREC] 0 SY
5E171MENFC6NTROL6TONE 8 TON
tE DF 5lLT CHECKS TYFE A with MATTING 8 pAM 2
MATTi�lG FOR EROSf�N CONTftOL REQUIREn 1a SY
POLYACRYLAMIDE (PAAq) RE�UIRED � �g
# OF FEMPORARY SFREAM CROS$IN{',5 0
Fl�TRATION GE07EXTILE REQEJIRE� 0 SY
TEMPDRARY PIPE FOR STREAM CROSSING 0 LF
SE61h1EN7 CONTROL STQNE Q TON
ERC3590N CONTRpL STONE, CLASS 8 0 TON
# OF CSX R,qlLf20,4� BRIDGE CRQ591AfGS p
TEMPORARY SILT F�NCE RECiUIFt�❑ 0 LF
FlLTRATpON GEOTEXTdL� REQUIREO � SY
A��DI710NAL PROJ�CT INFORMATION
RIPARIAN 6UFFERS (50 FT.} ON PROJECT YES ��
HIGH 4LIALITY WATER (HQW) ON PRpJEGT ra0 � I
QESiC',N S7AN�ARDS IN SENSfTNE WA7ERSHEDS (dSSW} YES � I
303{d) ST{2EAM FpR CONSTRUCTI6N-RELATED 7lJRBADITY i�p �.
BpRROW EXCAVA710N qUANTITY 0 CY
CRfNPI:NG SP NEE�Ep pN PROJ�CT� Nq
CCPCUA PERPiITANa SP REQUIRED : NO
SPECIAL PFtOVI'S[�NS NEEDEp;
1. SEE6MIX TYpE: Eas4
3. NU7F21�NT MANqGEMfNT TRAI1+lWG (add above Temp. Seeding)
4. NATNE SE@bING $ tvfULCHING {add a6ove Temp, Seeding):
7. REFDRESTATdDN
14. ESA
16. MINiMIZ�
17. BTOCKPILE/HAUL ROA�
❑ete: �i411fi1�4
RDY, pS or �DC? RDr s
MVLEAGE U.072 miles
SUMMARY SNEETS NEEp�p•
-Stabilization Guidelines.
REFORE57ATIDN S3-IEETS�
RF-1 Reforestafipn
# OF WATTLES W1TMO�T PqM Z
# OF C4}IR FI6ER WATTLES WITHOUT PAM p
18- WASTElBDiiRQW
West
22. SAFETY FEhJCE
30, WATTL�
PROJECT IN FALLS �AKE WATERSHE� HO T
PROJECT IN JOR6AN LAKE NIATERSHE❑ yE5 �
WATTLES IN i31TCHL1I4E INIFH4UT PAM YES �
WATTLES UBEd AS SILT FEAICE BREAKS [v6 �
35. TRSC-A W! MRT & PAIVI
G0. COIR FIBER MAT
Pro'ec# Quantities
ITEM NUM�FR SECTIQN TRNS-PDRT ITElJI bESCRIATIDN
019600Q0�0-E 270 GEOTEXTILE FOR 561L STA81L17A714N
17770600�0-E 1�{75 #S�STONE
3628Da0000-E 876 RIP 3',,4P, CLASS I
3635dD0000-E 878 RCP RAP, CLASS II
364200006D-E 876 RIP R,4P,CLASS A
3fi490Q0000-E 876 RVP RAP,�l.ASS 6
9651006i1�0-E SP BOULiJE�S
3�560t10000-E 876 C,EOTE'+CTILE EOR pRA1NP,GE
60DDOOD400-E iB0$ TEMPORA,RYSfLiF�,NCE
�0�6000000-E 'ffi10 �RQSIdN C(3NTROL STONE, CLASS A
60090D0000-E i810 ER0516N CONTROL STONE, CLA55 6
6D12000Da�-E 1610 SE61t,�EfJ7 CONTRDL $TOF1E
601500QOOp-E 1615 TEI4IPDRARY MULCHING
60160af700a-E 1620 SEEdFORTEMPOR,4F2YSEE�IhlG
6021f7{7000D-E 1520 FERTILIZERFORTEtJPORARYSEEDING
60240Q00�0-E a822 TEMPORARY SLOPE DRAINS
602900000�-� SP SAFETY FENCE
80300000QD-E 1636 SI�.T EXCAVAiIOiJ
6036pQp690-� 1fi39 MATING FOft EROS�6N CONTRQ�: ��p
60874(?�000-E SP Cnlh FI6ER MAT
603B6�0000-E SP PERMANENTSOILFtEINFORCC�liEf�i'��IAT
604200000Q-E 1fi32 1!4" HARDWARE CLOTH
6043000000-E SP LOW PERMEABILITY GEOTEX i IP_E
fi0450pp6Qp-E SP """'TEMpORARYPIPE-(15"')
Gd45000�{d0-E SP '^' TEMPORA,RY PiPE - (18")
844�Q(16000-E SP "•"'iEMSORARY PIP� - (24"�
60456Q0000-E SP "" TEMPOf�ARY PIPE - {36°)
fi0A6000d00-E ?636 TEtJ�PpRARY PIPE FdR STREA�vf CRDSSIIJG
Fa048000000-E SP FL6A71NG7l7R�P�iTYCURiAIPJ
G689pp0�0d-� 1638 STILLING BASINS
G070C100004-�P �639 SPECRAL STILLING gAS1N5
fi0710I[}000-E SP WATFLE
607101200D-� SP CDI,R FI$�R WA7TLE
6071Q13000�E SP WATfLE BARRIER
607i�14p06-E SP CDIR FIBEFt WATTLE 6ARRIE�
667?p20000-E SP POLYACRYLRMIDE (PAM}
8471030�00-E 'I64a COIR FIBER 6AFFLE
6a7105Q{700-E SP """SKIMMER-(1-'t72"j
507105Q000-E SP "" SKIMMER - (2")
6071(1SOOOO�E SP "° SKlMMER � (2-i12")
6071050000-E SP "" 5'KIAQMER - (9"}
6Q71p5000F]-� SP ""' SKIMMER - (4"j
6a71050000-E SP "° SKIM�lER - (5")
6084000Q��-E 1G50 S�EOVNG AND MVLCHING
608700Q000-E 16fi0 MOWING
6090tiQa000-E 1651 SEEp FOR REPAIR SEEnING
60930�OOOa-E 1561 FERTILIZER FOR REPAIR SEE61t�7G
B09fi�00000�E 1662 SEED FOR SUPPLENfEI+fTAL SEEDING
6105t700000-E 1863 WATER
61080000D0-� 1665 FERTI�IZER 70pORESS1t�1G
6i110d00pq-E SP IMPERVI0115 DiKE
6114500000-N 16fi7 SPECIALlZE� HANI] MOWING
6117QOp006�?J 9fi75 RESf'ONSE FflR EROSION C(3NTROL
61180000�0-N SP ROOl1NA�5
6120604000-E SP CULV�ERT �IVER6IDIJ CHANNEI
E923000�06-E iG7Q R�FORESTATION
61260�0000-� SP �TREAM8ANK f2EFORESTA71tJN
61290pppfl0-E SP WETLAN� REFORESTATI4N
673500Q000-E SP GEN�FFIC ERDSIpN CflIViROL iTEM - DISKIh1G
$i35000�00-E SP GENERIC ER{3SION CONTROL IiEM -+21F'PING
813506D000-E SP G�NERIC ERC]5lON CONTRC7L 17�7+A - WETLAN� G�iASS P�P,NT�I
61350000�0-E SP GENERIG EROSION CQNTRpL ITEM - CQf�APOST BLANKET
SY+pIiCH 0 SY
{] SY i- q gy
QUANTiTY UNIT
0 SY
0 TON
0 TDN
0 76N
0 TpN
❑ 70N
Q TORf
6 SY
SBO LF
15 iON
75 70N
B5 TON
0.50 ACR
4t}0.06 LB
O.Sq TON
35 LF
100 L�
120 CY
750 SY
10(} SY
p SY
2�a ��
0 SY
0 LF
a LF
il LF
[1 �F
0 LF
0 SY
0 CY
4 EA
25 LF
0 LF
a ��
0 LF
10 LB
fl LF
0 EA
0 EA
0 EA
0 EA
0 EA
0 EA
0.50 ACR
[1.5D ACR
50.�� LB
025 TON
5Q.00 L8
O.Q M1�
0,50 �ON
0 LF
18 NcHR
6 EA
D EA
0 GY
0.9p ACV�
0 00 ACR
0 ACR
0 ACR
a ACR
q A�R
0 ACR
Project Checklisi
TiP
�ATE
CHECKEC] BY
RCIADWAYlF'S1B�L
SKIiM1v1ERlTIERED SKIMMER BASIN DETAII�{S) INCLLIbE�
EARTl�E6�! pAM WITH 3KAMMER O�TAIL INCLU�EO
INFILTRATION BASIN DETAIL WGLUDE❑
BORROW PIT �EW,qTERING BA59N �ETA1L INCLUpEd
WATTLFJCOIR FISER WATTLE dEiAIL(5) INCLl3��p
SILT CHECK TVPE A WITN MAl"TING AN� PAfN DETAIL INCLl16E❑
MA7TING SLIMMARYSHEET{S)AF�D STABILIZ4TIDN GUY6ELINES INCLUQED
ENV SENS. AREAS SFiOWN ON PLAN SHEET�
(TROl1T1HQWICAl303(d}fDSSWlSTREAM RELOCATIOtd)
hiEU5E17AR-PAMI,3OROAN LAKElI1AEJpLEMANICATAWBA RIVER BASIN (�SAJ
TREE REF(7RE3TATION Sf-iEET INGIUDE(J (APPRQPIRIATE WORDIfJG IN SP)
S'FREAMBAI�IKPN�TLRN�lBUFFER REFORESTAfiION SFIEETS INCGUfJED
STREAMBANK REFQRE5TATION SHOWf�S 6N PLANS (MATfING �N SLOPE f�OTE�
S7ILLING BASIN NfITE {BF21dGE5 OVER WATER}
EARTH BERNSICLEAI� WA'iER �I1/€R514N WITH �ETAIL (7N PLANS
Cl1LVERT PHASIi�iG ON PLAM1351qt1AN71TIE51NCLU�E�
TEMPQRARY PIPE{5) QLIANTITY (CULVERT6 & S'fREAM CRi7551NGJ
SKIfL1MER BY151iJ QUANTITIES {NCl UpEp
RISER 6ASIN QP1AhlTITIES 1NGLU�Ep
GRP.VEL CONST, ENT. QUAi�lYI71ES INCLl1�E❑
S7REAM FiELOCATfC}N 4UANTITIES & 8P'S INCLIJDED
SAFETY FE1dCE QUANTiIY INCLU€?E❑
PLAr! �ESIGNE� Tp HQWISEt�FSiTIVE WFITERSilE6 STAN�Ak4D5
QLANTITIES MA7CH
5PECIAL PROVISIOf+iS fVIpT�H
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0
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TITLE SHEET
CQRRECT iIP PFiDJEGT IJUMBER �
NOTES (HqWlESA1303(d)/SENS WATEft STi7lC & Gj �
G6FiRECTSTANDAR65 �
BEGIN H ENDlNG PROJ. iIP NUMBER �
SP�CIAL PRpVi51C)NS �PI]F) PU"f IN GQN7RACTS FOL�ER �
L47E - EMAILED Tp;
❑ATE:
BY:
COMMENTS Y NO7�5:
STABILI�ATIQl�1 REpUIREMENTS;
Stabi�ization for Ehis project shaJl coznply with the ti��e frame buidel'ules as specified by tl�e
NCG-01pQOQ generaI construction pe�°n�ii eff�ctive Aug�ist 3, 2[311 issued by the �`dorth Cazalaa�a
Departznent of Environment anri Natura� Resources Division of Wat�r Quality. Tempor�ry �r
permanent grot�d cover stab�lization shal] accur withi,n 7 cale�dar days from the last Iatld-
disturbing activity, with thc following exceptions in which ternpora�'y or permai�ent graund caver
s13all be provid.ed in 14 ca�er�dar days fra�n the last land-disturbulg aetivity:
• Slopes between 2: � ai�ci 3:1, with a slope lel�gth of 14 ft. or less
o Slopes 3:1 or 1latte�-, wath a slope c�f i�ngth af 5fl ft. �or less
o S�opes �:1 ar f��fter
The stalailizati�n �unefrara�e for Hig11 Quality Wa�er (H�W) Zo�les shall be 7 calendar days wit�
no �xceptions fo�� slope gr�tdes or Iengt]�s. Hibh Quality Wate�� Ztjnes (�QW7 Za�1es are defineci
by Nortl� Carolina Admin�strative Code 15A NCA�C O�A.Q105 (25). Teinporary and permaneni
ground c�ver stabilrzation shall b� achieved in a�corclance wiih the proviszons in this coi�tract
anci as directed.
SE�DIN� AIt1ID M'[.JLCHING: (East)
The kirrds of seed and fertilizez, and ttae rates of app]ication of seed, fertilizer, and limestone,
shalI be as statet� b�Iow. During periods of averlapping dates, the kind of seecl ta be used sha�l
i�e detern�ined. All r��es are in pDUnds per acre.
A]� Roa�iway Areas
Nfarcl� 1 � August 31
50# TaII Fesc�te
10# Centipede
25# $ermudagrass (��tilled)
500# Ferti�izer
4�00# Limestane
September 1 - February 28
50# Tall Fescue
l D# Centipede
35# B�r�judagr�ss (iinhulled}
SOQ# Fert�lizer
4�OC}# Limestone
`Naste and $o�-�ow Locations
PVlarch 1 — August 31
7�# T��1 �'esctte
2:S# Bermudagrass (huiled)
�Ofl# FertiIizer
4000# Limesto�e
Se�►tember 1- �'ebruary 2S
75# Tall Fescue
35# Bermudagrass (zrnhuI�edj
500�# �'ertilizer
4Q00# Lim�stone
Note: SQ# of Bahiagrass a�ay be substituted iar either Centipec�e o� Ber�nuda�rass on�y upan
Engineer's reques�.
Approved Ta�I Fescue Cu�tivar�
Z"a IVIiIlennium
Avenger
Ba:i-lexas
Barlexas II
Ba.rrera
Barrington
B iltmo re
Biz�ga
Brava
Cayenne
Chapel HiII
Chesape�ke
Gonstit�ttion
Chipp�r
Corox�adv
Coyote
Davinci
Dynasty
Domulion
Duster
Endeavor
Escalade
Falcan II, III, IV & V
Fidelity
Fi��esse II
Fir�bu-d
Facus
Gran.de TI
Gi°eet�lceeper
Greystone
Infemo
Justice.
Jaguar 3
Kalal�ari
Kentuc�Cy 31
I�itty Hawk
Kitty H�wk ZO�D
Lexing�on
Magellan
Ma5l�rpiece
Matador
Mata.do�r GT
Millerani:uzn
Montauk
Mustang 3
Olyn�gic Goid
Padre
Paraisa
Picasso
Piedlnont
Pure Gold
Praspect
Quest
Rebel Exeda
Reb�l Sentry
Regirnent II
k�embrandt
Rendition
Scorpion
She�by
Signia
Silverstaz
Southern Choice II
Steison
Tarheel
Tit� Ltd
Titaniurn
Tomahav✓k
T�cer
'Txaop�r
�'urbo
Ultimate
Watc��ciog
�Iolfpacic
�n cut and filI slopes 2:l ar steeper Centiped�e shall be applied at the rate of S�ounds per �.ct•e
as�c$ add ZO# of Sericea L��peaeza frorn �anuary 1- Dec.ember 31.
rertilizer s11a1� be 10-20-20 analysis. A dif%rent aY�alysis of fertilizer rr�ay be i�sed pravidecl ilae
1-2-� ratio is maultai�led and the rate of applic�tioi� adjusteci to prcavgde the same amaL�nt of plant
food as a 10-20-�.0 au7alysis ancl as directed.
'�EMP(]It�RY SEE�ING:
Fertilizer shall 3�e the same analysis as specifzed for Seedirlg a�ad Nlulchirzg and applieci at the rate
of 40� pounds and seeded at t11e rate of 50 paunds �er acre. Sweet Sut�an Grass, German Millet
ar Browntop Millet shal� be us�d in sumrner rr�onths ai�d Rye Gr�in during the rert�ainder of the
year. The Engu-►eer will determine ihe exact dates foi- using eacli kinc�. af seed.
FERTILiZER TO�DRE�SING;
Fertilizer used for topdressing on al� roadway areas except slopes 2:1. and st�eper shall lae 1Q-20-
20 grade and shall be app�ied at t11e rate of SOfl pounds per ac�-e. A diff�rent a��alysis of fertilizer
may be used provideci the 1-2-2 ratic� is inaintau�ed an�d tl�e ra�e of a�plication adjtisted to provide
the same �mount of plant food as 14-20-20 �nalysis and as d�rected.
Fertilizer used £or to�dressing an �lopes ?:1 and steeper and waste and borrow areas sha3� be 16-
S-S grade and shall be appliec� at the r�.te of SQ� pot�nds per acre. A different analysis af
fertilizer nn�.y be u�ed �rov�ded the 2-1-1 ratia is rr�aintained and the rate of app�cakion adjusted
ta provzd� the same amount of plant food as 16-8-8 analysis and a� du•ected.
SL,�PPLEMENTAL SEEI)Il'�G:
The kirfds af seed and propor�ions s��ll be the same as specii�i�d far Seedzrr� and Mislc�hing, with
the exception tlYat no centipede seed will be used in tha seed mi�c for supplemental seeding. The
rate of application for suppleme.ntal seed�n� ranay vary from 25# to i5# per acre, Tl�e aetual rate
pez- acre will be deterrnu�ec� prior tfl the ti�me oi ��pdressing and the Contractaz will be notified ia�
wz�itinb of the rate pez acre, total quantity ne�ded, and areas an whi�ch ta apply th� stxpplemental
seac�. Minimuz�► tillage equipment, cQi�sisting of a sQd s�eder shal] be tis�d for incorporating
seed inta the soil as t� pr�vent dishtrbance af ex�sting ve�et�tion. A clodbuster (ball 1nd chain)
may be used wller� degree af s�ope pre.vents the us� �f a sad se�der.
MOWIN�:
The minimttm rnowirig heigh� or� this praj�ct shall be � inches,
JORDAN LAKE WAT�IiSHED NUTR�ENT MAI4TAGENTEI�T TRAINING
RE UIREME`1'I'S:
The persoi�{s) respc�nsil�le for ap�lyin� fertilize� o�• person(s) conductizlg tlie applic�tion o�
fertilizex on this project vvithill the .�ordan La�e Wate�-sheci shall eomplete t�e fallawing web-
i�ased trainit�g prioz- to performing this work;
hit�;//�ortal.�cdenr.or�Jw�b� ordanlake/f�rtilizer-naana�ment
The cost of the tr�initag is $ l 0.{}0 at�d the trainFn� sliall be p�id for and �ompleted at the expense
of the Contractor and r�o direct pa}nnei�i will be macle in t��is contract. A certificaie of
completion mus� be �resented �y the persnn{s) responsible for fertil�ze�• application or persan(s)
conducting the appIication of fertili7er priar to perfoz-mi��g fertilizer applicatiai� on the �roject
wfthin the limits of the �o�-d�n Lake yVatez-shed.
STABI�,IZATION I�E�UIREMEiiiTS:
Stabilizatior� for this project shall compiy with the ti�ne frame guideli�es as specified by the
NCG-010�00 generaI �anstruction �ei-rnit effective August 3, 201 T issued by tl�e Nartlz Carol'rr�a
Department of Environinent �t�d I�Tatvral Pesaurce.s Division af Water Quality. Temparary or
permanent graund cover stabilization shal] occur within 7 calendar days fi•orf-r the ]ask land-
disturbing activity, with the followiuig exceptions in which temparary or perma�7ent gz•ound cover
sl�all be pravided in 14 calendar days fr�m the �ast land�disturb'v�g activity:
� Slopes between 2:1 and 3:1, vvith a slope len�th c+f 1� �=t. or less
• 5lopes �:1 or fJatter, with a s�o�e of length af 5� ft. or less
m S�apes 4:1 or flatter
The st�biliz�tion timeframe far High Qii�ility Water {HQV'V� Zones shall be 7 c�lenciar d�ys with
no exc�ptians for slope gr��ies ar len�til�. Hi�Y� Qziality W�ter Z�nes (�IQW} Zor�es are defined
by 1`Tarth Caralina A��nvzistrak�v� Code 15A NCAC Q4A.U1�5 {25}. Tempp�-ary �nd �er��anent
gro�nd cover stabiliz,ati.or� sl�all he �tchie.ve.d in accordance with the provisions in this contrack
and as directed.
NATIVE GRA55 SE�D�NG ANIl� MX7Y..CHING: (West}
I'�ativ� Grass Seeding and Nlulchi��� slta�l be. performed on the disturbed areas af w�tlan�is and
riparian �reas, az�d adjacent to Stream l�elocation and/ar troL�t strea�n cozastruclion withiu� a 50
foot zone on both sides of the strea�n or depression, meas�rec� frona top of stream banlc or center
of depressr'on. The stream bank of �he stream relocation shall be seede�. by a�netl�od tliat daes
�iot alter the typical cross sect�on af the stream bank. I�ative Grass Se�ding and Mu�chin� shall
also be performed in the permanent sa�l �-einforceme�at m�C section Qf greformed scoun c��les, and
in Qther areas a� directed.
The kinds af seed and fe.rtilizer, �nci the raEe.s of app3icatian of seed, fertilizer, and lirr►estane,
shall be as stated below. I?urir�� p�riads of overlapping c�ates, tii� kinti of seed to be used shall
be. deter�nined. A�1 rat�s are in pouzids g�er �cre.
August 1 - June 1
18# Cree�aing Red Fescue
8# Big Bluest�m
6# Indiangrass
4# Switchgrass
35# Rye Grai�
Sa{�# Fertilize�
�-Q00# �irraestone
May 1— Septe�nber 1
18# Creeping Red Fescue
�# �ig $luestem
b# Indiangrass
4# Switchgrass
25# German or Browntop I1�illet
500# Fertilizer
4QD� Lirrrestone
1�ppra��ed Creeping Re� Fescue Cultivaut s:
Aberdeen Boreal Epic Cindy Lou
Ferti�izer shall b� 10-2�1-'?0 analysis. A diff�re��t analysis af fert'tlizer may be trsed pz-ovided tll�
1-2-2 ratio is rnaintained and the rate of application �djusted �o pravicle the saine arnount of plant
food as a 10-20-20 analysis �.ncl as directed.
Temporary Seeding
Fertilizer shall be tbe sarn� analysis as specified for Seediiag �and Mttilch.ijz�� and applie.d aY the rate
of 400 paunds �nd seeded �t the i-ate c�f 50 pounds per acre. Gerrnan Millet ar Browntop Millet
shall be use�l in surnmer mant��s and rye grai�� during the remai�ider of the year. The En�ineer
will deteri�i��e the exact dates fo]� �isulg each ku�d of seed.
F�rtilizer "1"o�c�r�ssing
Fertilizer iiseci for topdressing sl�all be 1�-�-5 gr��de �nd sl�all be applied at the rate of 5Q0
pount�.s per acre. A differe��l analysis af fertilzzer may be used provaded the 2-F-1 ratia is
maintai.ned and the rate of applicztiai� �djusted ia provvide the sanie ar�nau��t of plant food as 16-5--
$ �tn�ilysis and as di�-ected.
Supple�nnrental5eeding
The kin�is of seed and praportians slia]] i�e the san�e �� specified for SeecCijzg crricl Mtciching, and
ihe rate of applicatio�l rnay vat°y from 25# to 75# per acre. The actuai rate per a.ci-e will be
determined prior to t�e time of topcire�sulg and the Ca��tractoz- will be natified in writing of the
rate per acre, total quantity needed, anc� areas Qn wh'tch to apply the supplemental seed.
Minin�um tillage eqi�ipment, consisting af a sad seeclex• shall be used for incorporati�Yg seed u�to
the soiI as t� preven� disturbance of existing vegetation. A cloc€buster {ball and chain) may be
used whez°e degree of slope prevents the. use of a soti seeder.
Mowir�g
Th�e rninimum m�wing height shall be 6 u�chas.
Measure�nent and Fayment
Nat�ve- Grass Seeding ca�zd Mt�lcl�i�a,� will iae nieasured and pai� far in accordance witli A1°ticle
16�D-$ of the Stande�r-d Specifieatiori-s.
REFORES'�'ATIOI'�i:
Description
Refor�stati��z will be planted witl�in interchanges and a�ong t17e outside borders of the
road, anci in oth.er areas as directed. Refo�•estativn is not sliown on the plati sheets. 5ee
fil�e Re�orestafion Lletail Sheet.
All nan-maintained riparian buffers imp�cted by the p�acement �f fie�nparary fi2l or clearing
activities s�all be restorec� to the preconstruction contc��irs and 1-evegetated witl� native
wooc�y species.
The entire Refo�°est�tinrr. �operation shall eora7ply with the requu•ements of Sectaon 1670 af
the Staf�dcr�•cl Speeificcrtiotrs.
Materials
Refrn�estatiota shaTl be bare �•oot s�edliilgs 12"-18" tal�.
Canstruction Methods
R�farestativn shail be s�all �e plant�d as soon as pr�ctical folIowing pei~ma��ent Seetlt`ra�
and M��lc•hrn�. The seedlings sha11 be planted iu-� a 16-foot wide swath adjacez�t to mawing
pattern �ine, or- as directed.
Root dip: 'Fhe roots of refare�tation seedlings shall be coated with a slurry of wate,r, ai�d
either � fine cIay {kao�in) �01- � super��sorbznt that is designated as a bare root dip. The
typ�, mixture ratio, �nethoti of application, arid the tizne oi �pplicatiQn shal] be submitted
to tlle En�,ineer for approval.
With the appraval of the Ez�gineea-, seedli��gs may be coated b�fore delive�y to the job or at
the time nf plantzng, Utrt at nQ tin�e shall tl�e roats of the seec�I'rng� be allaweci to dryo uut,
The roots s11alI be moistei7ec� imme�.iately priQr to planting.
Seasonai Limitatioi�s: Refa1°e�station shaI� be planted from Novernber 15 t�rough March
15,
Nleasurement and Payrnen�
Refor-estatian wi11 be measured anc� paid for i�� accordance with Article 1.670-1? of tl�e
�Star�clr�rd �pec.ifications.
ENV�RONN,fENTALLY SENS�TIVE AREAS:
Descript�on
This project is lmcated in an ���vis-osrmentally Selzsitive Area, This designation requires special
procedures to b� used for cleariz�g a�ld gru�3�in�, temporary stz°eam crossings, �nd grading
operations within the Enviro�unentally Sensitive Areas idei�tified on t��e plat►s and as designated
by tl�e Engineei-. T�ais also r�quires special procedures to be used for seeding ��d xnulching and
staged seec�ing wi#hial tl�e project,
The Envit�aruzlentally Sensitive Area shall be defi�7ed as a 50-Foot buffer zone on t�oth sides of
t�ie �treatn o�- depressian meast�red fi•adi� top of st��eainbank or ce��ter of d�pression.
�`onstructivn Mie�hods
(A} Clear�ng and Gr�Yl�bing
In areas identified as E�avarc�r�ne�lta�ty Sensitive Areas, tlle Colltractar inay perfonn
cle�ring operations, but �lot grubbing aperatie�ns until irnmediately prior to beginniaig
�rading operatians as described in Ar�ic�e 2(}0-1 af tlie Standczf•d Speci�catiorzs. Only
clearing aperations {not grubbing) s�aali k�e allowed in this b��f�'er zozi� t2nti3 imrnediately
prior to begitlnii�g graclit�� oper�iions. Ercrsion con�roi devices shall be insialled
immediate]y follawing tl�e clea�-ing op�ratio�l,
(B) Grading
Qnce grading operations 3�egui i� identified E�lviraninental�y Sensitive Areas, wor� shall
progress in a cantinuaus n�anner until caniple�e, r'�ll constxuction within these arels shall
pro�ress in a contznuat�s i�l�r��er sucti that each pliase is co�nplet� and ai-eas are
permanently stahilized �rior �a beginr�in� of nea.t phase. Fail�re on the part gf th�
Contractor to carnpl�te �yly phase of can5iruction in a cQntinuous manner in
�xlviraiwtentally Sensitiv� Ar�as wi]1 be jtrst cause for the Engineer to direct the
suspellsion of work iu accorda�ce wpth AY-ticle 108-7 of t�1e Standard 5`pecafr.catian�.
(C) Ten�parary Stream Ci•ossings
Any crossin� of st�eams ��rithin th� limits of tl�is praject �hall be accomplished in
accordance «ifh the requir�ments of S�ibarticle 107-12 of the Standard 5pecifier�tions.
(D) Seeding and Mulchrng
Seeding and mulching shall be pei•�'ormed in accordance with Sectio�i 1660 of the
5'tc�ndr�r-el Specificatioris and vegetative cover s�f�cient to restrain erosion shall be
instalied immed.iately following grade establishnient.
Seedi��g and mulching shall b� perfonned o� the areas disturbed by constniction
imme�iiat�ly following final grade establishr�ent. No a�preciable t�rne shall lapse into
the contract tizlle witl�o�t stabilization of slopes, ditches and a#her areas withzn the
Enviro�vmentally Sensitive Areas.
{E) Sta;e Seedi�ig
The vvork ct�vered �y tllis s�ction shall cons��t af the establ2shtnent o:F a vegetative �over
an eut and fill slopes as grading progresses. Seeding and mulching sl7all be don� in
stag�s o�� cut at�d fill slopes that �re �reat�r than 20 feet in height rn�asured alan� the
slope, or grea�er than 2��res in ar•ea. Eacli sta�� shalf �lot exceed the Itmits st�ted above.
Addition.al p�yments wi�l not be n��de fa� the requiremen.ts of thi�s section, as tl�e cost far this
work sh�ll be included in the caritx�cf unit prices far the �voi•� invalveci.
M�dIMI�E REMQVAL OF VEGETATIQN:
The Contractor slaal] �ninunize removal of vegetatifln at stream �an�.s and disturbed areas
witl�in the project 1'tmits ds directed.
STOCI�PILE AREAS:
Tlje Contractor sh�ll install and maintain eros�c�n cantral c�evices sufficient to canta��
sedirrrent aro�ind any erodi�ile r�aterial stockpile areas as directed.
ACCE55 AND HAiJL Rl7ADS;
At th� end af each working c�ay, tl�e Ct�ntractor shal� instal� or re-estabiish temporary
diversions or ea��th ber�ns ac�oss access/��aul a-aads to dir�et rtmofF i��to sedim�nt devices.
Silt fence sections that ar� temporari�y remnved shall be reinstallec� across aecessJh��il
z-oads at the end of each wor�ing day.
WASTE AND B4RROW SOURCES:
Payrrien# �o� tempoi•ary erosion cc�ntrol �neasua-es, excep� tl�ose made neeessary by the
Corstrac#or's c��vf� Y�egli�ence or for his own convenience, will be paid for at the appi°o�riate
col�tract unit price for t��e deviees or �neasures utilized in bo�row sources and waste areas.
Na adciitional pay�nent wi11 be rnade far erasic�n cantrol devices or permanent seeding and
xi:AUlching i1i any commercial bar�•ow or wa�te pit. AlI erosion and sediment control practices that
may be r�quireci on a commercial l�orrow or �vaste site �vill be �daile at the Cc,ntractar's expense.
Ail �affsite S�abing Aaeas, Bon-ow and Waste sites shall i�e in accorda�lce with "Borro«� and
Waste 5ite R�clamation Pracedures for Contracted Prajects" located at:
h� ://www.ncdot. ov/dohlc► erationsld chief en /roadside/fieldo sldow�loads/FilesJContracte
dReclamationP'rocedures.pdf
All forms and documei�ts re�erertced iu tlle "Bo�-�•ow and Waste Site Recla�nation Procedures for
Cont�acted Projects" shal� be i�xcl�adGCl witl� the rec�amatic�n �lans for offsite staging are�s, and
bon•ow anci w�ste sites.
�
SAFET'Y �'ENCE AND .�URISDIC�IdNAL FT,��GING:
1?escription
Srzfety Fet�ce shall consist of furnishu�g mate�-ials, Fnstalling and rr�aulta'viing polyethylene or
palypropylene fence alo��g the outside riparian buffer, wetland, or water baundaa-y, or other
bou���laries locatec� with�n the constructian ce►n�idar ta mar� th� areas that h�ve b�en approved ta
�nfriz�ge within the buffer, wet��nc�, �ndangered ��egetatic�n, c��lturally sensitive areas or watex.
The fence shall be installeti prior to �y land disturUing activities.
Int�rior �oundarzes for jurisdic#ioi�aI az-e�.s noted above shall be delineate�l by stakes and highly
t�isib]e fla�ging.
Jurise�ictiona� baund�ries at s�aging axeas, waste sites, or bon�aw pits, vvhether corasadereci outside
ar interior boundaries shall be de��neated by st�es �tncl ]�ighly visible flagging,
Materials
{A} Safety Fenci�ng
PQl�et��ylene or polypropylene fence s��al� be a highly visable preconstruct�ci safety fence
approved �y the Er��;ineer. Th� ��nce. �n:�terial s�al] ��ave an ultravi4let co�tin�.
Eitl�er wood posts or ste�] posts n�ay be used. �Voocl posts sh�11 be hardwood wztli a wed�e or
peneil tip a� ane end, and si�a�l be �t l�ast 5 ft. ir�, leilgth v,,��h a zninim�� rigmzz�al 2" x 2" cross
section. Stee� posts shall be at least S ft. r�n Iength, and ]la�ve � minimum wepght c�f 4.�5 Ib/ft c�f
lengt�l.
(B} Baundary FIag�tng
Wooden st�:es sha11 be 4 feet in lengt�l with a Fnulimuin nor�a�a] 3/4'° x 1-3/4" cross sec�i�n.
The flaggin� s�all be at least 1" i�� width. Tlle fl�ggix�g materia3 shall be vuiy] and shall be
orange in color and higl�ly visible.
Ca�nstrUCtion Methods
No adc�itiai�►al elearirig ar�d grubb��g is anticipated foi- the installa�ion of this fence, The fence
shall be erect�c� to confQrm to the g�ne�al co�itour of the ground.
(A) Safety Fencing
Pa�sts shali be set at a ma�imlz�n spacirig o� 1�0 ft., maintained in a vertical positian and hand set
ar set wit� a post driver. If hand set, all backfil� material shalt be thoraughly tamped. Wooc�
posts may be shalpened td a d�ill poirit if pov�,er driven. Pasts damaged by power driving sl�all be
�•emoved and rep�aced prior ta final acceptance, The tops of all waod pasts sha11 be cut at a 30-
degree angle. The woc�ci posts ynay, ai fihe option of the �antr��tor, be cut at this angle either
before or after the posts are erected.
The fence geote�tile shall be. attached t[� ihe wood posts wit� one 2" galva�ized wire staple
across each cable or to the stee] posts with wire ar other acceptable means.
Place constructic�n stak�s to establish th� lacatic�n of the safety fence in accort�anee witl7 Article
105-9 or A�-ticle 801-� af tl�e Standr�.y�c� Specaficatio�ts. �To direct pay will be made for tl-�e stakin�
af the safety fe�lc�, AIl stakeouts for safety fenc� sh�ll be considered incicie�ital ta the work
being p�ici �or as "Constructio�� Surv�yu�g", except that wliere t�ei•e is no pay item far
construction sur��eying, all safety fe�7ee �t�keoz�t will bz performed by stat� %�a�ces.
The Cantractor shal� be requir�d ta �n:aintain the saf�ty fence in a satisfactot-y conditiai7 for the
cluration of tl�e project as determJned b_y the Engineer.
(B) $oundary Flagbi��
Ba�uldary flagging delin��tian of i.�it�r'rar k�at��lcIaries shall consist o�� wood�t� stakes an 25 feet
rnaxiYnum i��tervals with lzighly visible o�-aiige f�agginb �ttached. St�kes sh�l1 be installed a
mii�imum of 6" into the ground. Interior bouncta�•aes may be staked on a ta�lgent t11at rii7�s parallel
tQ buffer t�uf must not encroach on the �uffer at ar�y locat�on. Inter'ror bour�daries of hand
cle�z-img shall be identified. with a�iifferent co�ored f�agging ta disTinguish it from rnechaz�ized
ele�°ing.
Bou�3dary fla�ging delineation of iz�terior boundaries wi_ll Ue placeci u� accordance with Article
1Q5-9 or Articl� BUI.-� of the Stczr�clar-d ,S'pecification.r. No di�-ect p�y wili be made for
delineation of the interior bo�indaries. Tl�is deli��eation will be consider�d incidental to the wark
beu�g paid fo�- as Cartstrr.�ction 5ui�v�yirr�>, except that where th�re is na gay item or construction
surveying tlle cost of bounci�.ry i�a�ging delineation shal� be incltrded in the trnit prices bid. for
the �rarious iteins in the contr•act. In�tallation for del�-�eatian of all jurisdictional bou��daries at
staging areas, vvaste sites, or barrow pits s���li cansisl af woaden stakes on 25 feet maxim�im
interva�s wifh highly visible arat�g� fl�igging attac��ed. St�kes shall be installed a rnii�imum af b"
in�o the ground. Ac�d�tian�l flag�in� may be pIaced an ove�-harjging vegetation to �nhance
visibility hut daes no� snbstit�te for inst�illatioi� of stakes.
Iristallation of bo�.�l�dary flaggin� fc��- de�ineatian of all jurisdictiona] bounc�a�•ies �t staging a�-�as,
waste sites, or borrow pits sha11 be performed u� accordance with Subarticl� 230-4(B}�3�(d} ar
SL�ba�-ticle 802-2(F} of the Str���.cic�.rd 5pecifications. No di�•ect pay wi�1 be made for th�s
d.elineatian, as the cost of sam� shali be includ�d in the �uiit prices bid for tl�� various items in tlie
co�itract,
Tlie Contractor shall be req�aired to mainiain aIt�rnative stakes and highly visible flagging in a
sa�isf�ctary coradition for the duration of the prajeet as determined by the Engineer.
Measurement and Paymen�
Safety Fence will be ineasured and paid as the actual nurnber of iin�ar feet of polyethylene or
pa2}�propyi�n� fezice insta�led in place and. aecepted. Sz�cl� payment vvill be full eompensation
u�cliad'u�g but nc�t limited to fiirnishing and installing fence geotextile with necessary posts ��d
post brdeing, staples, ta� wires, tools, eq�tiprt�ent and incidenials necessary to complete Yhis w�rk.
Payrnelit will be made under:
P�y Itenrai F�y �.Jnyt
Safety Fezace X,inear Foot
WATTLE:
�escription
Wattles are tubt2�ar products c�onsisting of exc�lsior fibers encased in synth.etic i�etting. Wattles
are used c�n sl�pes or channe3s to intercept runof-� az�d act as a r�el�city break. Wattles are to be
pl�.c�d aE locat�ans shown on the }��ans or as dir�cted. I�lstalDation shall fallow the detail
provided in the plans an,c� as directed. Wark ixicludes fiirnishin� nnaterials, installation of wattles,
n7atting ulstallation, and removing watt�es.
Materials
W�ttle shall m�et tlte follawit}g s��cificatians:
100°Io Curled W oael (Exceisi�r) Fibers
Minimum Dian�etet- 12 in.
IVIinimufn l�ensity 2.5 Ib/ft3 +/- 10%
Net Mate�-ia] Syn�hetic
Net +Qpealings 1 ir7. x 1 in.
Net Cc�n�gur�tian Tatally E�lcased
Mulir�um Weight 2fl ib, +/- 1�% per 10 ft. �ength
Anchors: Stakes shall t�e ��szd as anchors.
Woac�en Stakes:
Frovide l�ardwaod stakes a n�iirnun� of 2-ft. lang w�th a 2�n. x 2 in. nominal squaz�e
cross section, Or�e �nd Qf the stake must be sharpe,ned or beveled to facilitate d�rivilag
down in�a th� underlyil�g soi�.
IV�atting shali meet th� requiren�eaits of Article 1060-8 of t}.�e StanclRrd S�ecifications, or shall
meet Gpecifications pravided elsewhere i� this contract.
Provide sta�les made of 0.125" diaYneter new steel wire for°m�� into a u sl�ape ��ot less than 12"
in length with a throat c�f 1" in width.
Cansfruction IViethods
Wattles sl�all lae s�cured to t��e soil by wire staples appz�oximately every 1 li�ear foot and at tlie
�nd af e�cll section of wattle. A muti�num of 4- stakes shall be installed on the d�wnstream side
of the wattle with a rnaxinlum spacin� of 2 linear feet along the waTtte, and accorciing to the
detail. Install a rninirrrum of 2 stakes on tY�e upstream side of the wattle accordin� to t11e detai�
provided in the plans. Stakes shall be driven into the ground a min�rium of 10 in, with tio more
than Z in. prajectin�, &orr3 the tap �f the wattle. D�•ive stakes at an angl� accQrc�ing to the detail
provided in ttae plans.
Only install wattIe{s) to a hei�Iit iil c�itch so f�ow wi�I nat wash arot�nd wattle and scor.ir ditc�
slopes and according to the detail pravided i,n the p�ans ancT as ti�irected. Qverlap adjoining
sections of wattles a mimimum of 6 in.
InsfalJ�ition of matting shail be ii� accvrdar�c� with the detaii praviclect iu} the plans, and in
accardance wiih Article 1631-3 of the 5tafzdar�c� Specificatiar�s, or ui aecordance with
specifications provided e]sewh�re in this contract.
Tl�e Coz7tractor si�all mauztain the wattles iintil the project is accepted or �intil tlle watkles are
remaved, and s��all remc�ve and dzspose of salt accumtilations at the wattles whe� so d�a-ected in
acca��dv�ce with tl�e rec�uu-ements of Sectz�n l 63Q of the Stca��clard Specifi�catto�zs.
N�eas�arextaent and Payment
�jattle wi]1 be measure� and pa�ci for by the dc�ual »Lxm�aer of lin�ar f�et of wattles whicl7 are
installed anc� accepted. 5uc11 pn-i.ce and �ayment will be fi.tIl cQ��pens�tion for �ll work covered
by tt�is section, includin�, but not lita�it�;d to, ftirnisl7ing �l� m�terials, labar, equiprn�nt and
incident�ls i�ecessary to i���ta]Z th� Wattle.
Mattin� will be n�easured anc� �aici far in accordance with �1,rCicle 1631-A� flf the Sta�zdarcl
S�ecifrcaiadns, or in accardance with speciFicat�o�s provided els�where u� this ca»tract.
Payment �viil be rr�ade under:
Pa� Itern Pay U��t
Wat�Ie Linea�- Foot
TEMPORARY RO�CK SILT CHECK_ 'I'YPE A'WITH EXCELSIOR 1ViATTII�iG
Ai'�D POLYACRI'LAIYIIDE PAM :
Deseri�t��►�
'�emporary Rock Silt C�ecks Type A with Exc�lsior Mattu2g and Polyacrylamid� {PAM)
are �ewice.s u�ilized in temporary and permanent dptc��es ta red�ce rt�noff velacity and
incarparate PAM inta tl�e canstructic�n runoff to increase settlin� of sedirnent part�cles
and reduee turbidity of z-unoff. Teznporary Rock Silt Cl�ecks Type A witl� Excelsiar
Matting ancl Pr� are to be placed at Iocations shown on the plans or as direc-ted.
Installatiozz shall foliow t11e cle�ail provided u1 tl�e p�ai�s and as cliueetec�, Wcai•k includes
fuYnishing rrja�erials, vist�.11�iion of Tempor�ry Rock Salt Cl�ecks Type A, rnattr�i�
installation, PAM applicatian, and removing Ten�por-ary Rc�ck Silt Cl�ecks Type A witli
Excelsior Matting and PAM.
Ndaterials
Structur�� stan� shal] l�e class B stone t��at rt�e.�ets t3ie requirements of Secfion 1042 of the
Standard Specifzcatians for 5tone for Eiosion Contral, Class B.
Sedim�nt contrr�l stone sha�l be #�S ar #57 stone, which Fr►eets the �-equir�ments of Section
IQOS af Xhe Sta�dard S��ecificatic�ns for these stc�n� sices.
Ma�ting shall rneet the requixenaents of E�celsior 1VTatting ix1 section 1{}64-8(B) of the
Stcrracle�rd S��ecificatiatas, or shall meet spe.cif�ications protirid.ed elsewl�ere in this contract.
Poly�crylamide (FAM} shal� be appliec� i�� powder form ated. shal] be �nianic or ne�atrally
charged. Sail samples sh111 be obtained in a.reas wl�ere the Temporary F�ack Silt Checks
Type A with ExceTsior �VI�tttin� �nd PAM wiIl be placed, anc� frotn offsite mater�al tised
ta constxltct the raadw2�y, and a�la3yzed for the �ppr�priate PAM flocculant ta he t�tilized
wit�t each Ter�por�ry Rac� Silt C�►ec�: �'ype A. The PAM product ��sed shall be listed on
the North CaroIu�a Department pf Enviro��ment and Natu�-a� Res�tirces (NCBENR)
Division of Watier Quality (DWQ) we'b site as ay1 appr�ved PAM product far use in North
C�ra�ina.
Construction Niethads
Temporary Rock Si1t Checks Type A�llall be install�d in accc�rdance with 5ection ] 63�-
3(A} of the Standard Speei�ieatians, Roadway Standa�-d Drawit�g No. 1633.fl1 and the
detail }�rovided in the plans.
Insta�ation af matting shall be i�-i accorda��ce with the �etail prc►vided in the plans, and
anchored by placing +C]ass B stc�ne on top of the matting at t�e upper and Xower ends.
Apply PAM at a rate ai 3.5 ounces a�er the center gortion oi� the Ter�porary Rock Si�t
Checics Type A and. tr►atting where the water is gair�� io flow over. 1'AM ap�lications
shall be done during constructi�n activities and after �very rainfall event tl�at is equal to
or exceeds Q.50 in.
The Con,txactor shall maintaii-i the Temporary R�ck Si�t Cl�ecks Type A with Exce�sior
Mat�ing and PAM until t�e project zs accepted or i�ntil the Terngoa-ary Rock Silt Chec�s
Type A with �xcelsiar Matting and PAM are i°emoved, and shall remave and �ispase of
silt �ccu�nulations at the Te�npa�-ary Rc�ck Silt Chec�s Type A with �xcelsior Matting
and PAM when so diz�ected 'u� acco�dar�ce with the rec�tiirements of Section 16�(} of the
Standat-c� �'�ecificc�tinns.
11�Ieas�rement �nd Payment
�'en��o�a1y R�ck �ilt Clzecks Type A will l�e measured and pazd for in �.ccor�i�nce witl�
secYion 1533-5 of the Stcrtid�ts-d Specificr�tio�zs, or in accc�rd�ce with specific�tions
prc�vided eIsewhere in this contract.
Mattirtg w�ll be rne�sured and paid for v� accorclance t��ith section 163 ]-4 of the ,�t.ccndcrrc�
�Specificatiofzs, or in accardance wit�l sp�cifications provicied elsew]lere in this c�ntract.
Pol_yacrylumic�e(PAMj will be rneasure� �tnci p�id for by the aetual w�ight in pounds c►f
PAIVI appli�d to the Temporary Rock Si�t Checks Type A. Such price �i�d p�yment will
be full co�npensation %r a!1 vvark cavered �y �his s�ctiQn, incluaii�g, but not �in�ited to,
filniishing aIl rriater�als, ]abor, equipment anci incid�ntals necessary to apply the
Pol�aclylan�ide(PAM�.
Payn�e��t wi�l be �nad� �ne3�r:
Pa,y Item Pay [1ni�
Polyacrylamicle(FAM) PQLfild
C4IR FIBER MAT:
Desci°iptian
Furnish material, izastall and maintain coir fit��r mat in 1QCatzons shown on the plans ar ira
lac�tioi�s as directed. Work includes providing alI materials, excavati�lg an� backfi.Iling, and
placing and securin� coia- fiber m�t wi�h stakes, steel reinfc�rcement bars or stapl�s as di�•ectect.
Materials
Itein
Coir Fibez- Mat
Anc��ors: 5takes, reinfo�-cett�ent bars, ar st�ples sl�a�l be used as anchors.
Waoden Stakes:
Sectian
1060- l. 4
Pravirie hardwo�d si�ak�s 12„- �4" long with a 2" x 2" �nomina� square cross section. Qne
end of t�7e sta�:e znust be shar-pened or beveled ta facilitate d��iving through the coir fiber
mat �1d down into the t�nc�erlyi3ig sc�i�. '�'Iae oth�r ea�d of the stake needs io h�v� a�'°_ 2��
Iong he�d at t��e t�g with a 7"- 2" i�otc.h followi�g to catcl�a and secure The coir fiber mat.
Steel Rev�forcement Ba�-s:
Provide uncoatecl #3 0 steel �-einforcem�nt l�drs 24" nominal length, The bars shall �Zave �
4" diaineF�r bend �t one end wit�� a 4"' strai�ht �ectic,n at the tip to catch and secure the
coir fiber mat.
Staples:
Provide sYaples �nade of 0, l 25" diameter i���F steel wire Formed 'v�t� � u sllape not l�ss
than 1�" in length with � tiv-oat of l�" in t��idth.
Canstruction Methocls
Plaee the coir fiber mat ixnmediately upon �`i��al g�-3ding. Provide a smooth soil sur-face free from
stones, cIods, or debrps that wil� prev�nt the contact of the mat with the sai�. UnroPl th� mat and
app�y without st��etching such tl1�t it wi�l lie smoathly but 1QOSely on the soi� surface.
FQr stream relocation applications, take care to pre;�erve the required line, g,rade, anti cross
aection of the area cov�red, �ury the top slcape end of each p�ece of mat in a narrow trench at
least 6 in. deep and tamp firmly. Where o�e roll of rnatting ei�cis and a second ral] be�ins,
ov�rlap the end of th� upper ra11 over the buried end of the second rali so t}�ere is a b in. averlap.
Construct check trel7ches at least �'� in, deep every 50 ft. l�ngitudina�ly along thE edges of khe
mat or as directed. Fc�ld over and bt;ry ynat to the fi�ll depth of the irench, close and tamp fi�rmly.
Ov�rlap mat at least 5 iz�, where 2 or more width� of rr►at axe �nstalled sicie by side.
Place anc�ors acrass the mat at the ends approximately 1 ft. apart, Place �ncl�ors aiong the auter
edges and down tlle center- of tlle mat 3 ft. apart.
Adj�,istments in tlie trei�ching or anchoring requirements ta fit i��ividual sit� canditi�ns may be
req�ured.
1Vleasurernent and Payment
Coar Fiber Mat will b� rr�easurea �nd paid for �s the actuaI i}umber of sqL�are yards nleasui-ed
alang the. surface of the gF-ot�nd o��er wh�ch coir fihear rnat �s installec� ��d accepted.
Na measm�ement wil] hc� m�de fc�r- anchor ite�ns.
Paym:ez�t will be m�de unc�er:
�ay Ite�n �'ay lUnit
Co�- Fiber Mat Sc�uare Ya�-d
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FOft Ci,EAl2ilVG A1VT3
G1ZU13BIlVG PHASB OT
CQdVSTRiJCt'[()N.
er�o aR��ce \ END PROJECT 17BF.7.R.60
�� -L- STA- 14 i- 49.fl0 -,�,- �STfi. IrJ -� tiQ.01i
�y TI-IIS Pi�OJECT H.�S
-J
� SEEN llES1GNEI3 TO
t SENSi7"IVG WATF,RSI�D
4\
� _ S7'A�TD�.[tBS.
.
RFC �ROSI�N BRA� T. SMITH, EI
LCVEL III NAME �ti'Vmp�'�NT�-�'�
COhITR�I. PL4NS SUBMITTAL s��vs�Tn� .��r,En�sa �sT
SUBMlTTED:05-19-1d ON THTS PR�IJEC'I'
3520
Refer To E. C. Speceal Prrruisions
SVBMITTAL #5-]82 LEVEL III CERTIFICATION NO. jor Speciel Gansiderarionr.
Preparea' ]n t1;� 0,`iice of:
SUNGATE DESIGN �RaUP, P,A.
915 JONES FRFANKUN FtpA4
RALEIGM, N�RTN CAR4L9I�R 27606
TEL (919j 859-2243 FAX (899} 859-6258
ENG FIR{vl LICENSE N6. C-896
2012 S7'ANDAI�D SP.�ECIFICAT.�()1VS
Ruudwep 5wudurd Druwings
The fol4owing roadFU�ep eM�ish srmderds as akspr.0 en "RoaJ�vay StsadarJ Drntviags"- ftoedway Dcsi�n
Unit - N. C. Depwm�ent aETrunsportnuun - Releiy�h, �. C., dnted January 2012 und the latest
revison [hercto url• nppGcnL7r ta this pru1�G� �d by relcrencc LerebF nre wnside�ed a pert of
��Se Q���.
a
1604.D1 Itsilroud �.ro�sion Coasral Tletail i632.01 Aock Iulet Sediment Trap Type A
1G05.01 TemF��M' Sah Fencc IG32A2 Rock Iulet Sediment Trup Type If
l.fi�b.07 3pecial Se3imcnt Coutrol Pence Ih32.43 ]iock Inlet SeJLnent 7'rxP Type C
1647.�1 Grave! Consrr�etian Entrance 1633.9I 7'empnrerp Rock SJc f�eck Type A
I422.61 Temporary Bermv und $]ope FJraina l635.0? Temparery line& SJ[ Check 'Fype R
f634.01 Riser Hnsin k634AI Temporury Rack Sediroent ll�cm 7'g�pe A
1536.02 Si[i Bu.sin :yye B I634.02 Temporury Roc6 Se�eat Dsm Typc B
1530.03 1'e`anerary Silt Ditch I635.O1 Rack Pipe Inles Scdiment "Trep Ty7e A
1fi36.04 Stilling Nosim 1635.02 Raok Pipe Inlcz 5cdim.eot Trep Type B
1G3�A5 Tcmporury• Disersioa 164fl.01 Cou Fber Batl�c.
1439.U6 5pecin] Stillin� 8asia 1bi5.U1 Temporary Streom. Grussiog
163L01 \1a�ting lnstullufion
EXG�L�TOR INATTL.�
M,�T� I NC
2' { �AX . }
. .r_h1�1
�� ��'� ,�G,���
'. \ �. Cf
\ ° �``
ti
',�.,
. BACK `�..�
SLOPE
�
��on��-���� viEw
I ' V� f �� � ! �/i� ``�\
MATTING
� z €v .
�ATTLE �ET�I�
2` UF'SLOPE
' STAK�
�-�
� ' l Y�
�-� -:, ' _
J ;:: ` ��' '
E�GE (�F PAV�MENT
NATUFi,4.L GROUND
- � �f���- '`� 2' DQWNSL�PE
STAKE
CROSS SEGTION
V�E DIT"C�I
2' UPSLOPE
STAKE NAiURAL GR�ll7ND
�� , ,�A<� .� �
� ��� � ✓.� / f / �f.'.
� {
_� -: �� ,.
����
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cRass sECTioM
TRAPEZOIDA! D�TCH
2� D�WNSl�d'��
�i'A�CE
FL�}W ---
NarES:
USE MININEUM �2 IN. dTAMETER EXCELSIOR WATTLE.
USE 2 FT. WOODEN SiAKES WITH A 2 IN. BY 2 IN. NOh�INAL
CROSS SECTION,
ONLY INSTALL WATTLE(S) TO A HEIGNT IN DITCH S� fiLOUV 4NIl�L 1VQT
WASH AROUND WATTLE ANd SCOUR aITCH SLOPES AN�I AS DIREGTE�.
INSTALL A MiNiMUM OF 2 UPS�OPE STAKES AND 4�6WNSLOPE
BTAKES AT AN AIVGLE TO UVEpCE 1NA7TLE TO BOTTOM 0� DI7GH.
PROVICfE STAPLES MADE OF D.i25 IN. DIAM�l'ER STEEL WIR�
FORMED r�Sl"0 A U SHAPE NOT L.ESS T�IAN 12" IN LENGTH.
iNSTALL STAPi�ES APPROXIiNA�ELY EVERY 1 LINEAR FOOT OiV
gaiH S�DES dF WATTLE ANa AT EACH END Tfl SECURE IT TO THE S4IL.
IiVSTALL h4A1"i"If�G I� AGGOR�ANCE 1NIiH SECTI�N 1631 OF TFiE
S`fANDARD SPECIFIC,ATI�1N5.
�NS�T A
TNSE7 B
"i. ' 12"{MLN.�
UPSLOPE � DOWNSLOPE� ,
S�AfCE � � STAKE
— y; ,
F�{, ./,.' ' ;�.' ' _
fl .:.r
VAR . ', „ �f ,�. � z � e
,i � � . .
' .: , '�,�
/ � / l
F / j .
� Y /!. !,�
� � / ". �
_ � J` �
Sae Inse� 6
��i�TN..) � 6'{1NIN. )
I, l, ,,,
TOP VIEI�f
MATTIiVG
�
TEMP��A�Y R�CI� SILT +�HECK T�'PE '�►' VI�ITH
EXCELSi�R N�ATT�NG AN� P�LYAC�YLAI�IQ� PA�I
S�DIM�NT CO�+JTRpI� S�70NE
STRUCT�RA� StONE
EXCELSTOR
MATTING
FLOW
� --- � 11
q �� ��'�' �.,y� _� „'�`
6 f � J� ' -J=�� '" /y
,C _i � �
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;� `J� r � i �•—
i C . � �r � t S 'l � C�� �` _
_ �,� -:,
n `° � ' ,' � � -C r -- .`. , .-,' � _ -
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; �. � t � _� �` ,.� � n _�,
- .� � � �
-� � � / �- - �i E � �� rl � ��
� ° �-� r'.� o ��:,r" ✓ U ,r1 �'
� _' f V O
� �' P p�' '�I. - . J p n '+ f;� . �P'� �
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O/ C' 'Lf-+ y 1 r
i�;_� C
� ^� -- c �, — ' �, �
1` M I N " �� "' :=: ��' a
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EXCELSIflfi�/�
MAT�" I NG
�
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WTDTH
9� _-�
SECTION A-A
Ses Inset A
PROJECT F.EFERENCE NO. SHEET N4.
176P.7.R.60 tC-2A
ww SHEEf hf0.
0.0AbY/AY� oF51GN HYi�RAULICS
ENGINEER ENGINEER
Na�rES:
��ISTALL TEMPORARY i�OC� �TLT CHEC�4 TYPE A IN
ACCORDANC� WITH ROADVI�AY STANDARD DRAWING N0. 1633.0`�.
USE �XCELS�OR FOR MATTING MATER�AL ANa ANCH�R
MATT�NG SECTIOIV AT �(3P AND BqiTOM {NITH CLASS 6 STONE ,
PR�OR Td POLYA�RYLA'MTDE {PAIV1) APPLICATIaN, OBTAIN
A SQIL SAMPLE FRaM PROJECT Li�CA,T�QN, AND FROM D�'FSITE
MATER�AL, AND ANA�YZE FOR APPRQPRZATE i'AM FLOCCULANT
Tfl BE APPLYED TQ EACH ROCK SILY CHECK.
INITIALLY APPLY 4 �UNC�S OF POLYAGRYLAMIQE (PAM)
Ta �QP f]F MA`�T�NG SECTION At�D AFTER EVERY RA�NFALL
EVENT THAi EaUALS OR EXGEEDS a.50 TNCH�S.
II��ET A
GLA�S B STON�
1 ' M T N _,____i
_ _ - 12 rr
H= 2' MIh1 ,_ r: �`� �_�-;� �-
�-=� � � ' � �
1 �. �_ ' _ J"-_ _ -e- °�� _ _- _ _ .. �
SECTIQN B-B
�XGELSI(3R
MA�T�NG
I I-
CLASS B STf�NE
��a� �� sCA�E
�������� �� ��������
����� �� ����� �.f�.�'�����.
S�IL STABILI�A �.','IG11� TI1�EF�'A1VV�E�S
�_:� f,1�L L j rL '=:� r=,'l�'1,�' 1 1�("� r'V
PERIMETER DIKES9 SWALE59 DITC�'ES A�ID �i_�7PE5
HIGF� QUA�ITY WATER (�lQW} ZONES
S�aPES �TEEP�R THAN 30l
SLOPES 30! OR FLATTER
ALL ��HEP, �,'�EAS WIiN SLOF'ES Fl�ATTER T�IA�J �el
ST ,�BI Lf � AT 1 DIV �11��
7 [�AYS
7 DAYS
� DAYS
!q DAYS
�4 aAYS
T 1 ME�RAI��E EX CEP i IOII�S
NONE
NONE
IF SLOPES ARE I(�' OR ��SS IN LENGTH ANQ A�E
Na I ST�EPER THAN 20l9 f� DAYS ARE ALLQWEDa
� DAYS �0� SL�PES GREATER THAN 50`IN
LEN�THo
fJONE-0 EXCEPT FQR PERIMETERS AND V�QW ZOf�ESo
NOTES: ANY DEViATION FROM OPTIONS GIYEN WfLL
REQU112E PRIflR APPROVAL BY ENGiNEEfi.
AD�tTIOhlAL ER�SIOA! COIVTROL DEVICES MAY
NEED TO BE lhISTA,LLED A5 DIRECTED BY THE
EIVGINEER,
rtore�
PiACE TEMPORARY ROCK SE�IMENT CfAMS TYPE - 8
AN� TEMppRARY ROCK SILi CHECK5 TYpE - A A7
dRAINACsE OU7LEf5.
� ENVIRUNMEN7ALLY S�S�ISITIYE ARE.4
5E� PROJECT SPECIAL PitOVl510NS
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LEE ROY' HELMS and tvi�v,
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Geo;pm�p
a= z.o r�.
rrre o[i��e._ [3QU'n•�rR�P
FROM SfA.73k50 7o S7A. i3+E6 -L- kT
P�pe oi 0'��r.�
Ou11eP
`
Sqcerc Prela
S�vur No�m �f
(N'iP duw in be��n
nol shown iar s�on
�
�
PREFC]RMED SCpIJk HOLE
'NDT SO SCALE
iES`fION �-A
F� P�PE {d = 15' OR IB'j
�Oa �
PSFM
Wi_6W
LINER; CiA55 B F[PPAP � & � // �
wnri eeor�me �L�N ��F�cK
STA.74+77 -L- RT
2C}
��� ��:�s�i �
IAitfRAi GA�l1ND
6=A.0 A
D- 7.0 #f
W-4.0 h
aos
I NOTES: ANY DEVIATION Ff2t3M OPTiONS GIVEN WILL
REQUIRE ARIOR APPROVA� 6Y EI+JGINEER.
,�
AaDITfONAL ER05EON CONTR{]L DEVICES MAY
I+fEEb TO BE fi�JS7ALLER A5 DfRECTED BY FHE
ENGINEER.
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41
Plpce Matting for Erosion Control
on Slope as Work Allows_
Sta. 12+20 -L- to BEG 6�:IDG� RT &�.T
i0E FROTcCTIO�A
[� •a• eiP 2t�
see oErqit �a
� °
� f
f'Iace Coir Fi6er Matting
on Excavated Areas Under Bridge
� as Work ,qllows
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FInfAL GRADE
ER0514N CONTRQL FOR
C4NSTRUCTION SMEEf Od
Piace Matting for Erosion Control
an 51ape as Work Allows.
EI`JD BRIDGE to Sta. 16+p(3 -L- RT & LT
LEE r;OV FiEL+:i� and wif�,
,JUnr �;, HEL615
0
0
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��E� �����
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34B
P�ANNTING DETAII.�
s��nLn�c� i ��v�,x �a�xaQT ra�,�vTnvG n��c.r�.
�ar •�vG �
1. Loeate a 6eslin�in site iu n shndy, µ•ell
nroce�t�a ure,,.
2. I'.xcavate a flnl fiottam fre�sch
12 inclie - -
3. iiaol;fill the rre��c6 with 2 inches well
rocled snwdust. Place o 2 incl� Eaycr of
irell rntted snwdust ac s e[uPivR nn�;�e
af one end ofthe �renc6. �
i'y`� - f
�
i
4� Plecc u sing(e layer of plants
against I:he slopin� crtd so thcu
t6e root eoller is dt 6rouod 7evel.
�
. �
�. Ylaee a 2 inch luycr of cvell
sawdust over fhe r�rnts msinta
a slopina uanle.
��
r
�
\ \ .
6. Re�reat lapers oi plants aad sowdust
as aceexcery and }vater thorou�Aly.
DIBBLE PLANTING METH�D
USTNG THC HIiC PL�INTING BAR
1` +^ i'i
11
II
II
1�
����� . ',`J� I.
��—� —��L
i I��I_1. C�L�'
ii ��iL i ff ��-�
��r.� ���F��i
1. F�szrt pCantiq; 6ar
ns sbow�u nnd vull handle
roward pjr�nr.er.
��� ,
�
E ���'
� � � �[�I! Y. �f—I-
'i�i s �P�T�i��
1F �j�:_.��If 1-
!I�I �P ��I �I
4. Pu1l h�n�lie of i�ar
Yn7;-ard plunter, Firxni¢�
soif at bnttom.
Y
.�u�C!-.�i �I—! ���I
I�� ����I
���i� '
ii�i� i�v i9 �
2. Remove pinnti¢� bm�
xnd Plece eeedSux� aa
carrect depth.
r
� i
i
i
�r i��� �T���i
ii ���i i� �i
� �T�Jy �.I .
5. YuvF� lu��die forsf�ard
�,�� 6a� at ro�.
PI.AiNTIlVG N�TES:
PL'�."�"TFi+IG B,1G
DuriL� plonbug. seedfin,gs
shul] 6e i:epL iu u muist
curru:is I�.a� nr simiI.ar
�onta°uicr to prevea[ Nte
raot sysiem�s fr�m drging.
KBC PCANTLVG BAR
Plsv�ting 6ar shall bnvc w
v
blade cvith ¢ �inrgul�r
crass sectinn, end shuf]
be l2 �cl�es long,
$ iuches rtiJe und
1 incla thick at center..
ROOT PRUNL'VG
A71 seadlirtgs shall 6e ronp
pruue�, if ncccssnry, sa that
�no raoCS esiend morc rh�
i0 inchcs below tho
roo[ collur.
}. �
�� s �r,
1/ FI'�I
��
�
y�
ry ISIC�I
� �
—. ,���I 6. � � E I'.
,�..���1, '`I�����I�
�� ��I �
PTHI�Ii�i
i �'�i r i���'_-��'�
3. Inscrt p[antin$ bnr
2 inrh�a tc.ivurJ p9anter
from secdting.
� p�
�
i I�� I I
1 T I
�
�—friF�flC�ll�`�`ll �
_��i��,i���F
6. Leeve comvocti�n
hole upen, RFatcr
t6orn��6ly.
STw4£ . cRIX2LT REFPAEriCC N6
.'�. 17BP.7.R6� RF-1 SM1�
rren nww.x:n r.tiPxa.Mw oe�s�x
REFC}R�STATIQN
❑ TREE li��'OIiF`5TA'T'I(}N SHAI.�. BE PL�'"I'ED 6 F1'. T� 10 TT. ON CE�ITCR, gAI�iDOD� SPt+,CING,
A�'�RAGII�TG 8�T. dN CEN`i'ER, ,"�,�'PROXIMATELY 6&U PL.I�NTS PER ACRE.
REFQRE.STATIC1iV
41A CURE,, 7'Y'PE, SIZE, �D FIFEitiISH SI-FALL COtiTO1tM Tp TFTE 1'OLLQ�b'ING:
2S/ LIIiIODEP'+TDRi01'V T�1I.i�'TFE[tA TULIP POPLAR
as� P��rar�.Ts occ���v�ra.�..is ���ca�o�
25% ��1XI�r[lS �'E�1'I�IS�Z`VANTCA. GREEN ASH
2�/ BETULA NICUKA RIVGR BIRCH
12 in - 1$ in BR
12 i�n - 18 irz BR
12 in .- 1$ in �3R
12 in - 18 in $A
REFURES'T`ATIQ�I'�T DE�TAIL SHEET
N.C.b.O."P.- RO.�DSIDE 8NG'IIt6NbSENTAL TJI,y'IT