NCC231625_Site Plan or Location Map_20230526

Bridge
ew Dorms
Union County, North Carolina
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Project Coordinator: -,„ °p'� �� �`
Attn.: Dr. Lew Davis ;J 4,4,47 `' 1 �' ice ,
Bridge to Recovery NV �' 1
2111 Stafford St. Ext.
Monroe, NC 28110 VI C I NI T Y MAP
Phone: [phone]
[e-mail] 1"=±2000' SHEET INDEX :
C-1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
C-2.0 SITE PLAN
C-3.0 INITIAL GRADING AND EROSION CONTROL PLAN
C-3.1 FINAL GRADING AND EROSION CONTROL PLAN
LAW R E N C E A �N, o C 4.0 LANDSCAPING PLAN
ASSOCIATES < / `°
SEAL C-5.0 NOT USED
1 so �,
106 W. Jefferson St. =� ��,,.• C-6.0 NOT USED
Monroe, North Carolina 28112 Know what's below. C-7.0 DETAILS
P 704-289-1013 F 704-283-9035 ��//�a3
Call before you dig.
C-7.1 DETAILS
www.lawrencesurveying.com C-7.2 DETAILS
Site Address: 2111 Stafford St Ext., Monroe NC 28110
22/051 E

W
a_
a.
DEMOLITION NOTES PID 00177025 z
ALLEN MICHAEL 5.
1) All utilities or structures not designated for removal or TRUDY MICHAEL JACKSON K
DB.5325,PG.701 _
modification are to remain and be protected from damage. ZONED:RA-40(UNION COUNTY) '
2) All demolition work shall be performed with"due care and - " _
diligence so as to prevent the arbitrary destruction or a 211E 299•a3 - -
interruption of concealed utilities which are intended to $����91 — — — Site Notes:
WIRE FENCE 1) Applicant: Bridge to Recovery remain in use and the routing of which could not be o - gpRBED — — PP 9
predetermined until demolition was started.All such 10'REAR YARD SETBACK Attn.:Dr.Lew Davis
discoveries of utilities during the demolition process which - — — — 1 2111 Stafford St.Ext.
are in a location different from that indicated or are — 2E Bs_r -
/ Monroe,NC 28110
unidentified,shall be reported to the owner before removal 4T`
for final disposition. 1 Phone:[phone]
3) All waste material generated from demolition work shall be I L J - - [e-mail] 3
disposed of off site in accordance with government � / \J��`" / -\ 2) Site Acreage: 5.90 Acres s
regulations. I ) .)'- - / 3) Parcel Number: 09-190-001 A
4) Salvageable fill materials from site demolition determined �/- _ - Q
1 4) Current Zoning: Union County G-I
to be acceptable by an independent soils testing laboratory Ji
shall be utilized for fill material where appropriate. z I / / 5) Soils: 1.77 Acres&BdB2
5) Any note,or reference to any element,which does not �+'I 4. / .1 6) Disturbed Area: 1.77
specify action by the contractor shall be construed as / -,1 7) Drainage Basin: Site drains to Stewarts Creek
information only. I
8) All structures/utilities designated for modification shall be -----4
protected by the contractor during construction. P '— i i
7) Strip topsoil,clear and grub as required within construction a I. /
limits. onhA� / F.',8) Contractor shall verify location of all underground utilities I- / _
prior to beginning work.Utilities shown were obtained from
a field survey and are considered approximate.Contractor I / (((}}} PID 09190002E o
0
to coordinate any required relocation with the appropriate JOE R.HUD30N 5.
agencies. I / EDITH S.HUDSON h
DB.3J3,PG.251
I TRACT
/ PILE PC.A,FILE 24A m
/ J 1 ZONED: LI(UNION COUNTY)
ry
I / / -Iv o
S o
I' / RP
''' .PID 09180001 — �j o
BRIDGE TO RECOVERY,INC./ -I m A
I_ DB.6875,PG.-54 I
ZONEI:›GII ONROE) i�y
tl'I
5.90 Ac. n o Demolition Legend y� 257,051 at. 1 in
y0 EXIST. p
Asph,s/w,gravel,conc pads,buildings,and/or C&G to I / snort I 1`be removed.Saw cut ex pvmt,c&g,s/w,etc.to provide I Woo�sIDINO
/
j//// straight and uniform line for removal.Ex pvmt,C&G, I,. I- / 1
s/w,etc.not indicated for removal,which is damaged _ 4
during demolition/constr,shall be repaired or replaced to
match original condition. / ss� 1" cA u,8E
I�.�♦�♦�.�♦� I / Os HEmec'IN._ 1 O " `°> E
♦`♦♦♦♦� Existing asphalt to be milled 2"and overlaid. I ELE c r I O R'S U 9 St
4 C / EXIST. 1 O
/ EIrL'lIW 1 1 STORV .4 I]y fn g
�( 5_ - , SIDEWALK ^ " WOODIBRICK O1 `o '�
JI Existing tree to be removed. LrII o y�y Q m N o
0 0T
inHG""E ICI . .d f °'�
XQ OUTLE I,E,, EXISTExisting to be removed. o I uo 0 1 y1 STORY` * WOODIBRICK ¢ 1N
N \\15"Peacn MAElEA ` sse o �.
T- \fir~ 24"Oak L niar �:♦♦1�♦��♦��♦��♦�i♦���♦��♦��♦♦♦♦w♦�.♦♦v j
24 5e6 ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦' C"
Z r `♦1,00•0 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 11 N• ca w
PID 09180003E ♦0 �♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦•♦♦♦41 'n/ `v ERIC W.THOMAS& —US ♦♦��♦�♦♦.♦♦�♦♦�♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦. •.. - U W
DIANE S.THOMAS - �0.13011 II ♦ ♦ L �it ♦4 N Z c 1
DB.8241,PG.537 \ � 1/ Q `�
ZONED:LI(UNION COUNTY) \ / - - " "" 19 Y �- U ^ E
Q>CA
a
\ / - i Qrl I 1` 'L €" 25"Oak24eak *-
i
g
co,,,,
I d
81;1 ,
rs
ICS, p ,
16"Magnolia
4 ~4% I 12"Holly > /
Know what's below. I -is �;t \ l - S E985L
■/{� \ Inv. 583.54 1 T `-o ru e
Call before you di \ REMOVE EXISTING nv. 583.04 r ,/ ',
1 PID 09180002A
-I DIP PIPE . -; ROBERT B.WRIGHT
I i� (, DB.2(U,(UNION
818
I 0' (� '.1 ZONED: LI (UNION COUNTY) ��yj
I ✓j I % 1.
%I ,% i 1
I 8'ST
�� JRo/y AUFFEEETBCgpE r/
`__ FOUND R
1�SETBAC E� R ,
MA V
;•�- GRAPHIC SCALE :o c 8 0
`` Edge ofexis6 I ''0. - _ ` _ �" o\
-Pavenent I _ ``` _ c d i A
Nail by Bent Iron ( IN FEET) CI g-
NAIL AT BASE 1 inch= 40 ft. X
`580517,, + ♦ `_ OF ANGLE IRON LU
``_ _ =9-35 SR S T� _ '�� •
�•`per 1624 �,-'` J -`_,`
N
•
%�"�,, ,� C-1.0
22/051 E

4
PID 09177025
ALLEN MICHAEL 8 Z
ce TRUDY MICHAEL JACKSON Site Notes:
DB,5325,PG.781
Paving Legend: ZONED:RA<o(UNION COUNTY) '- 1) Applicant: Bridge to Recovery
W 299 S3' _ Attn.:Dr.Lew Davis
09'02"E _ _ — �
c' S78 _ 2111 Stafford St.Ext.
Sight Distance Note o BARBEO HIRE FENCE — — 1 Monroe,NC 28110
Proposed Standard Duty Asphalt Owner is responsible to remove existingrc
!`, tO�REARYARD�ETBAC� I 1 Phone:[phone]
See detail#1 on sheet C-7.0. trees/obstructions located within sight line.Permission �/ lewisdavis1961©gmail.com
from adjacent property owner is required prior to — p5 seeer
2) Site Acreage: 5.90 Acres tree/obstructions removal from adjacent property.If - 9
.- - •— trees are only trimmed and not fully removed an _1 3) Parcel Number: 09-190-001
Proposed Sidewalk easement will be required in order to maintain clear I I, J _ --I
4) Current Zoning: Union County G-I
sight distance. `N`-
a^concrete(4,000 psi) \ 5) Soils: CmB,BaB,&BdB2
�J 6) Disturbed Area: 1.77 Acres W
w
J -- 1 7) Drainage Basin: Site drains to Stewarts Creek
Field verify all sub-grade conditions and i
paving specifications with Testing Agency w I ce
and Owner prior to installation.
al hi
W
Site Notes: ¢I.
co
1) All boundary and topographic Information was taken from a survey by I
Lawrence Associates,PA. 2
2) All improvements and construction shall be in accordance with state I. h'
and local standards. PIG 09180002E
JOE R.HUDSON 8
3) Any discrepancies found in the field shall be called to the attention of Io
S.HUDSON
the owner prior to proceeding with the work. \
EDITH DB.343,PG.251 S
4) Prior to beginning construction,the contractor shall verify that all I TRACT 1
PC.A.FILE 24A
required permits and approvals have been obtained from all regulatory 2oNEo: u(UNION COUNTY) 'm
authorities.
5) The contractor shall contact all owners of easements,utilities,and I _ y� N
right-of-ways,public and private,prior to working in these areas. 1¢
6) Contractor shall maintain the site in a manner such that workman and I PID 09180001 �3 e the general public shall be protected from injury. BRIDGE TO RECOVERY,INC. 1 N co
7) Do not scale drawing for actual dimensions,as it is a reproduction and O
/' I- DB,6875,PG.54 i
subject to distortion. ZONED:GI(MONROE)
8) Refer to sheet C-3.0 for grading and drainage. ,, p I 5.90 Ac. �_ I p
9) All storm drainage pipe must be NCDOT approved and class 3 or Know Tat Ss below. 257,051 of. ExlsT. N
greater.
10) All debris is to be disposed of at an approved offsite location. I STOR r 'I�
11) An as-built survey shall be required for all new,expanded,or relocated CaI I before you dig. I WO.2a5DING
structures which shall accurately show the footprint of the structure,
appurtenances,all existing structures,applicable setbacks,and
property lines prior to the release of any certifcate of occupancy. . ,
12) The developer must request any deviation from the City of Monroe
Standard Detail Manual in writing along with justification for review and -\ =1 E
recommendation by staff, ELECTRIC
aEcm0.110• ! U .� o o
--I -ICJ �x ly.. EXIST. W /�1 a 0 E�U gi
ELECTRIC , 1 STORY
Fri ''�
p I SIDEWALK .M WOODIBRICK $$N g 5N5
ROKANE J to HHa�> F. .O CO b
c, col.. ELECTRIC woo � 1-1-1-J ,•� ,�.y Q D]N a
OWO OUTLET nc EXIST. 01
CI 05 ilo ❑ 1 STORY -M ._ M
C) WOODIBRICK M 'p F'+�1
W ons 3 IN O.
N 1. METER , ' 1�
.z Oamnn:_ ©� gl a ,.
J N
PID 09180003E ASPHALT PARKING .ASPHALT PARKING LAP' w U) o
ERIC W.THOMAS& "' /-S`/ i
DIANE S.THOMAS <—, _ I 54,
U N
DB.6241,PG.531 IS
U
ZONED:LI(UNION COUNTY) I nc% I vn b' 11 1 ( Z Q Nan
II - • . . . WT 0 -E§
5'-H `� J Q ; E
W 10
II 1 /�\ a
I ' PROPOSED m...
PROPOSED
FDORM FE 58 0 DORM*1 Z. _ a
' fFE 388.0 1 c/
I Proposed ADA E A L
�p compliant 1 yggg
sidewalk typ. . WiF_ PID 09180002A s<� �Q
-I ROBERT B.WRIGHT /� �. w4,4
°���
I DB.281,PG.816 ,o
�'cc ZONED: LI (UNION COUNTY) �� '
0 1 O%'I LZ.L3
I
-Proposed water' this vicinity. aand sewer ct location and
siz lines e to be I j
per Utility drawings 5y omen(uw-1, I PROPOSED ASPHALT WITHIN
UW-2,UP-1,8 UP-2).
I RIGHT-OF-WAY TO CONSIST OF
RqN 2"S9.5C ao
``_„ Fat 8 F ERETSCAP 3„I19.c 1 I
BUFF E a"8z5.c F
10
/ PROPOSED 10'X70' ti
ft
- SIGHT TRIANGLE.
V N
Edge or existing paverrynl ^ � I
— — . Nail by Bent Iron Cn d K
N5; �,,, OF G BASE s a
OS' ' __ J OF ANGLE IRON
GRAPHIC SCALE -\, W 3g9..5' SR G�� ` S g
•
w o so w eo 150 ``, 60'P #1624 L~O. - >/ _�
Public qA,1,
(IN FEET) '� U
1 inch- 40 ft.
_�,, C-2.0
22/051 E

PID 08177025
GrflrlYq N01esi ALLEN MICHAEL&
TRUDY MICHAEL JACKSON ce
DB.5325,PG.781 11
1) Approval of this plan is not an authorization to grade adjacent properties.When See sheets C-7.0,C-7.1,&C-7.2 for Grading and Erosion Control Details. ZONED:RA-40(UNION COUNTY) -
field conditions warrant off-site grading,permission must be obtained from the w - • -
affected owners. a 578"09.02 E 2g9.83 _—
2) All All elevations andn spot te levatio tos reflect
benchmark. on finished
grades.
Contractor to install North American Green SC150 or equivalent E - BARBED'MRE FENCE----
1
3) on all swalee and 3:1 slopes unless otherwise noted. o sEt5,ce --__ - -`1.11 Site Notes:
4) Contractor shall verify the benchmark prior to ground breaking. fi 10'REARvnR-----_ .....
i
5) The contractor shall immediately report to owner any discrepancies found between ___--- __-- 1 1) Applicant: Bridge to Recovery
actual field conditions and construction documents and shall wait for instructions a as'eueer -- I I
prior to proceeding. II Attn.:Dr.Lew Davis 0
_- 2111 Stafford St.Ext.
8) Contractor shall verify location of all existing utilities in the field prior to beginning ✓1
construction. ,1.,>✓'�'� I Monroe,NC 28110
7) Contractor shall blend new earthwork smoothly to transition back to existing grade. I �,_ti^- 1 Phone:[phone]
8) Limits of clearing shown on grading plan are based upon the approximate cut and I ��ti�✓--'� / lewisdavis1961(c�gmail.com
fill slope limits,or other grading requirements. I rJ i 2) Site Acreage: 5.90 Acres
9) Lawrence Associates,PA has not performed any geotechnical evaluations of the +l J I _Y /
subject property and has not made any determinations as to the suitability of site fJ) 3) Parcel Number: 09-190-001 u
soils for use as fill beneath proposed buildings,driveways,or for other uses.All I �(` � 4) Current Zoning: Union County G-I 8
earthwork shall be completed in accordance with the recommendations of a I T 5) Soils: CmB,BaB,&BdB2 5
qualified geotechnical engineer who shall be retained by the owner. *I -r 6) Disturbed Area: 1.77 Acres
10) Contractor shall ensure positive drainage such that runoff will drain by gravity flow w I -- I 7) Drainage Basin: Site drains to Stewarts Creek
across any disturbed area. co -\- 1 O
11) Contractor shall take all reasonable measures to prevent tracking mud/soil on "
adjacent roadways.Any mud/soil tracked on active roadways shall be cleaned CD 1 e - c
daily. / o
I /
ConetructIon Seerice• / Z w
/ PID 09180002B
1) Owner or their representative is to notify all affected property owners prior to Impervious Calculations / / EDE R.HUDSON N
Construction. I / y EDITH S.HUDSDN
27,372 SF Prop.Impervious - / 1 D8.343,PG.261 mr�
2) First Land-disturbing activity-Clear only as need to install initial erosion control 7,375 SF Ex Impervious Being Removed I 44P 1 TRACT 1 R p
measures as shown on sheets C-3.0.Stabilize bare areas Immediately with gravel p 9 I / / - Pc.A,PILE 24A
and temporary vegetation as construction takes place. 19,997 SF Net Increase I f/ -I ZONED: LI(UNION COUNTY) m
3) Maintain all erosion control measures installed during the initial grading phases. / 1
4) Once all initial erosion control measures are installed the contractor can proceed 20,513 SF Impervious Areas Draining to DIS I / -
-1 v o
with site grading and the installation of the permanent storm drainage and inlet I / .� --- .) c
protection as indicated on sheets C-3.0.Contractor is to maintain the initial erosion I / s0 PID 09180001 1
control measures during this phase. I. / BRIDGE TO RECOVERY„lN1C. 1 O
5) Apply temporary or permanent stabilization measures immediately on all disturbed I / DB.6875, - 8
areas were work is delayed or complete. I / ZONED:�Y(MONROE) 1
�
6) Install necessary erosion and sedimentation control practices as work takes place. I -1" /'5.90 Ac. _ 110
7) Last construction phase-Stabilize all open areas including borrow and spoil areas. I I �y/ 257,051 st. EXIST I o
Remove and stabilize all temporary control areas.
8) All erosion control measures shall be constructed in accordance with the NC I I // 1 STOR r
I I w0aaDING
Erosion and Sediment Control Planning and Design Manual.
9) The contractor shall diligently and continuously maintain all erosion control devices I I- // I.- Grading Plan Legend:
and structures to minimize erosion. I i / I - Existing Storm Drainage
10) Additional erosion control measures may be required during the course of this / ., I -
project. I / `W I •_-.---- A.-aii•.- Proposed Storm Drainage E
n D
Erosion Control Notes / 6ae SUPINE xv - 1 o ��+ gr c N
/ ru:c,N - Imo' 1 Denuded Limit U ♦•i g v g F wo
1) All exposed perimeter areas and slopes greater than 3:1 are to have ground I U / B01 1 O O '2 N o)
stabilization within 7 days,all other areas are to have ground stabilization within 14 I¢ I 4 EXIST. 1 -450 Existing Contours lx ^ g fir2 O c,_Uri
days. ~o SIDEWALK a°EE m`"c ‘da WOOD\BRICK \ ,-
aso Proposed -- $ix Z
2) Any off-site borrow and waste required for this project must come from a site with ✓ - I N IE
I Contours y..t 9 p`8_.�'
an approved erosion control plan,a site regulated under the Mining Act of 1971,orco,o I ^,MANE 1 J $ o o m
a landfill regulated by the Division of Solid Waste Management.Trash/debris from o -I� ELECTRIC
Nv4c l�l—I_ • Q, Hardware Cloth& pJ) <ro ni 2 t a
demolition activities or generated by any activities on site must be disposed of at a W 1 / ounET --J I O� Gravel Inlet Protection . Z a'i
p I I sprTicQ EXIST. 1 r-
facility regulated by the Division of Solid Waste Management or per Division of p I rn / 1 STORY
Solid Waste Management or Division of Water Resources rules and regulations. n J CM x 560.o Proposed Spot Elevation /y�
9 9 I �— WOOD\BRICK 1'r1, ^p I'+I
(15A NCAC 4B.0110] /1 g IN O,
3) Debris from demolition activities should be disposed of at an approved facility. W - / \\15"Focn— AS
Mee 7.,............1,400.0.0.0:404
5ss - 1� O ooDD Silt Fence
f7tN2Hi �.
00 Silt Fence(Double Row)
N wV �vi���p�V�p��►��VA�N ( t:-
24"Oak �.�, NY �:V.:V..�...♦..V..�.`/VV�V e c ® Proposed Silt Fence Stone Outlet
PID 09180003G - I - _
0.����..�**S*�..-- i W U) o
EDRANE S.THOMAS IIC W.THOMAS 8i --555- � �s�����iJ����Cl�A���1.y�1 - m
DB.6241,PG.531 cn
ZONED:LI(UNION COUNTY) ,11 I - - - - ), W Q 6 s d `I'
vso � �
w i- 3 5
24"sok 25"Oak 1 _ gQ g$m-1
tll art ��� 4a iz
t l ✓ o m Imo\ o
•
I 11 PROPOSED 1 W
1 I CONSTRUCTION • 1 `d
. ENTRANCE I I CC '7-
y.15
16"Magnolia 1,i d
cr.
I .iiiiiiiiii �iiii���° yill.
)1 ?',2'40 /olrt, 9s
ii:ieiii:1;;E��ii .%i�.:-S
11 I`\ t...v. r� ��.�o• ��...: 1 SEALr� �nv.583.04 c 985 4 eI I REMOVE EXISTINGi (a PID 09180002A �. 2",I �, -1 ROBERT B.WRIGHTADIP PIPE � /�
r/ ,♦ 1�• DB.281,PG.816 ,
III III 1 r ,� \ \ ��s� / „r 11 ZONED: LI (UNION COUNTY) " O///
I / BC
Bottoomm Eley.=581
Top Elev.=583 Proposed Rip Rap Apron 1
1 Dlmenolons ei 583 Class A Rip Rap N
1 /I I I Elev.=30'z80' Wsr I
_7'—.._" I I 8 ST DePih=2, L=s, I g
REE?S0 J I Rewiredvol=t,z7ecafl Tnk 1z^ 1 \
J `.--- FdVi L I SUFFER APE I� Provided Vol.=2.064 sue
_ Required Surface Area=1,406 a2
ft
�O g Provided surface Are r 5OO f@
L. � ;ETBgCK I Proposed Fairdoth skimmer. i
_ ose � ,D $
M_se
�,� _
J' Skimmer Size 1.5'
r a. C
days (p
`-� See detail on sheet C-7.2. 1' c N
iit
•_'�..� d` `` Edge orexlsl/gy8� .:: _ _- I ca Ste'
-'�-•� menf _$ _ --_.._ I' Nail by Bent Iron C�
�� -•._„ - NAIL Al BASE g
8j =`=N58 05/7 : •` _ �. - OF ANGLE IRON '_
ew 399. r i 1 /
SR i� — — s
Know t.
what's below. _'��apu°=,a1624 _ _ _
"�..� N GRAPHIC SCALE
b p 20 40 eD
Call before you dig, — - s
` =+-„-_ ( IN FEET)
•t �-_ 1 inch= 40 ft. C-3.0
"
22/051E

PID091T/025 Z
Gre�lO Notee ALLEN MICHAEL&
TRUDY MICHAEL JACKSON _ - ------ CL
DO.5325,PG.781 - - - (61
1) Approval of this plan is not an authorization to grade adjacent properties.When See sheets C-7.0,C-7.1,&C-7.2 for Grading and Erosion Control Details. ZONED:RA�0(UNION COUNTY) -
field conditions warrant off-site grading,permission must be obtained from the - ,,, 02nE ---_--- -
atfectetl owners. o- 299.83' _——
S78'09' L __-- \
2) All contours and spot elevations reflect finished grades. Contractor to-insta0 North American Green SC150 or equivalent z - WIRE FENCE __-
3) All elevations are in reference to the benchmark. - o - -- ARBED --- .r
on all swates and 3:1 slopes unless otherwise noted, m _ - -- • --
4) Contractor shall verify the benchmark prior to ground breaking. _di _ __ - - - -iffylEAKilii&M______1_11._:-t
\ Site Notes:
5) The contractor shall immediately report to owner any discrepancies found between - ___--- — __...--- -I I
actual field conditions and construction documents and shall wait for instructions r - _ I1) Applicant: ABttn.: r.o L e Daviprior to proceeding. T -If Attn.:Dc Lew DavisN6) Contractor shall verify location of all existing utilities in the field prior to beginning _ _- - /\ 2111 StatfOrd St.EM.
�- Monroe,NC 28110consrctors Phone:[phone] a7) Contractor shall blend new earthwork smoothly to transition back to ezisting grade.8) Limits of Gearing shown on grading plan are based upon the approximate cut and I u / / [e-mail] Si
fill slope limits,or other grading requirements. Io:
9) Lawrence Associates,PA has not performed any gectechnical evaluations of the w I 2) Site Acreage: 5.90 Acres c
subject property and has not made any determinations as to the suitability of site z I 3) Parcel Number: 09-190-001
soils for use as fill beneath proposed buildings,driveways,or for other uses.All LL I o, 4) Current Zoning: Union County G-I S
earthwork shall be completed in accordance with the recommendations of a W o o I 5) Soils: CmB,Acres
&BdB2
qualified geotechnical engineer who shall be retained by the owner. I 1 6) Disturbed Area: 1.77 Acres
10) Contractor shall ensure positive drainage such that runoff will drain by gravity flow o o
across any disturbed area. m I `� 7) Drainage Basin: Site drains to Stewarts Creek
11) Contractor shall take all reasonable measures to prevent tracking mud/soil on %I z �' rci
adjacent roadways.Any mud/soil tracked on active roadways shall be cleaned m I A0 - _`4
daily. I_
I / o
Construction Sequence /
/ PID 09180002B w
1) Owner or their representative is to notify all affected property owners prior to Impervious Calculations I / _ 1/ JOE R.HUDSON8
construction. I / - l MOH HUDSON 4
27,372 SF Pro Impervious / r DB.343,PG. w
2) First Land-disturbing activity-Clear only as need to install initial erosion control P P I o 1 TRACT 1 h
measures as shown on sheets C-3.0.Stabilize bare areas immediately with gravel 7 375 SF Ex Impervious Being Removed I �`� / -\ PC.A.FILE 24A
19,997 SF Net Increase i ct o
and temporary vegetation as construction takes place. / i -\ ZONED: U(UNION COUNTY)
3) Maintain all erosion control measures installed during the initial grading phases. / 'I -_1
4) Once all initial erosion control measures are installed the contractor can proceed 20,513 SF Impervious Areas Draining to DIS I / _I U N
with site grading and the installation of the permanent storm drainage and inlet I / -__- 'are—
r g S
protection as indicated on sheets C-3.0.Contractor is to maintain the initial erosion L 7 4, PID 09180001 ',W
control measures during this phase. I- / BRIDGE TO RECOVERY,ANC. 110 ¢-
5) Apply temporary or permanent stabilization measures immediately on all disturbed I- / DB.6875, o= o•
0
areas were work is delayed or complete. I / ZONED:f3Y(MONROE) 1 a a-
6) Install necessary erosion and sedimentation control practices as work takes place. I -IJ z'5.90 Ac. r 1L
7) Last construction phase-Stabilize all open areas including borrow and spoil areas. I I- ,,,/ 257,051 sf. oust
m
Remove and stabilize all temporary control areas. I I /4' STOR
8) All erosion control measures shall be constructed in accordance with the NC 14-1
-
Erosion and Sediment Control Planning and Design Manual. I /I 11 w OD SI WG I
9) The contractor shall diligently and continuously maintain all erosion control devices / 1= Grading Plan Legend:
and structures to minimize erosion. I. 1
10) Additional erosion control measures may be required during the course of this . - / ,t \�- Existing Storm Drainage
project. -1
I -.1-- / \ Proposed Storm Drainage E
I ae aria vJ m 4
Erosion Control Noter I I c �, 1 Denuded Limit OU 1� .o o m
1) All exposed perimeter areas and slopes greater than 3:1 are to have ground I Y I B0" 1 -
N o '2 ry a E
stabilization within 7 days,all other areas are to have ground stabilization within 14 4 I m I N. EXIST. 1 s50 Existing Contours w d l p cm is
days. I t- (� eccnuc 1 1 STORY A
2) Any off-site borrow and waste required for this project must come from a site with O - I N - Q. SIDEWALK NDrx wooDleRlcK 11`-. csc Proposed Contours p`.0)ai$w
an approved erosion control plan,a site regulated under the Mining Act of 1971,or ob o - m E w.g
71
a landfill regulated by the Division of Solid Waste Management.Trash/debris from o oal y l�l�l� Q - Hardware Clothe y� <m t a
demolition activities or generated by any activities on site must be disposed of at a o I W I a Tc-orutE �'-
_ _ —� I �- -- Gravel Inlet Protection H a 5
1-1
facility regulated by the Division of Solid Waste Management or per Division of o o I� s-a EXIST. r v
Solid Waste Management or Division of Water Resources rules and regulations. or 1 co _ 1 STORY ,Y tr-;.✓ x sso.o Proposed Spot Elevation M
/� ep WOOD1aRICK M P P f+-I
[15A NCAC 4B.01101 .I� /\ ' a IN
3) Debris from demolition activities should be disposed of at an approved facility. !-i3 I — MENER sss 0 1� 0 0 0 0 o Silt Fence
N
.N I =m a o °e e o Silt Fence(Double Row)
I
2 I I \ _ 5 - - N ® Proposed Silt Fence Stone Outlet
,11
ME IP
PID 09180003E _ W
ERIC W.THOMAS& I I � � --_- • Cn a
DIANE B.THOMAS 1 • , e e e 590 '1 - U H E,m U m
DB.6241,PG-531 11 _m
ZONED:LI(UNION COUNTY) 11 I' �® 5x o e i- j,/1 w U N�d.'J.
I 585A5
' I Di“-1/ 3° • :#51//Zr,,440.) LLrO _L4 y zi '^x583.5 1.086 684.5 WVJ9ezo dSWALE x 584.5 ( �- 583.5x '^ o m 8a vJ �Y�
/�!'//. 504 b83251X:i `y J Q
CNI; _-_ 585 II1 1\ ",m s 1 s E
�r W
':: ::
� II'. m _ \\*4
PDOED \ I W -FFEA \ p�'S.+Illil
• 84
._N I % 5Ct 5 A L
n a o I • PID 09180002A '` 9985 C�;
71 n b x I �, ,� 4 ROBERT B.WRIGHT 2
DB.291,PG.616
v I / ZONED: LI (UNION COUNTY)
m m
L / -r //foa3 Ti 0
I I/ I Proposed water ar�sawer senate lineal /, J I
Nis Ntlnity.Exact location and size to be
1\ d I I UW Uglily,U-,drawings U2)others Nw-1, I 11
) /
l �_ FO1A% IL 1 "TREE
S fRETSCAPE / i -I 1`��� I 8(lFF
1p
SETQq /. - \
_ - LJ `�f_ _ __/' •
�-I /�Proposed Wattle
11
' _ \.: 1/ croo
s-
____ -.�` d9e orea'ianrrgnave " = = \i r�a o
:__,_...W.._..
,:,,,;b_. -6
- ___ menr yy
�``_ :: 1---7 - .- -
_ :NNFIILbAT BASEron
C7
- __�_\ '- _ - ANGLE IRONF
_ ;.1 39g.35 L
- — E E ` —
Know what's below. �' — -
GRAPHIC SCALE e
Call before you dig. - .. 0 20 40 SO 160
7---..- -'Y�=-� ( IN FEET)
c ``�- _- 1 inch= 40 ft. C-3.1
22/051 E

PID 09177025
ALLEN MICHAEL& O
TRUDY MICHAEL JACKSON
DB.5325.PG.781 n
ZONED:RA40(UNION COUNTY)
Landscaping Requirements __
Stafford Street Ext S78'09'02 E 299'S3 -_-—
Streetscape Landscaping _- -
Three canopy trees and 20 shrubs per 100 feet W RE FENCE___ ---_
BARBED
3757100=3.75 0'REAF YARD SETBACK _-
__ Site Notes:
12 trees&75 shrubs required -- _____ 1) Applicant: Bridge to Recovery
2 eub�
1 Existing tree,11 proposed trees&75 shrubs provided r _ _ _ Attn.:Dr.Lew Davis
__--- 2111 Stafford St.Ext. i
Parking Lot Landscaping N Monroe,NC 28110
One canopy tree and six shrubs per 12 parking spaces
I Phone:[phone] W
4 trees&24 shrubs provided ~ lewisdavis1961�gmail.com
2) Site Acreage: 5.90 Acres
ZII 3) Parcel Number: 09-190-001
Landscaping Notes: c 1 4) Current Zoning: Union County G-I
w I _I 5) Soils: CmB,BaB,&BdB2
1 6 Disturbed Area: 1.77 Acres
1) Trees to be placed in required parking landscaping areas I ,� )
must be a minimum 2.5 inches in caliper measured 6 inches m I -,-' 7) Drainage Basin: Site drains to Stewarts Creek
above grade and a minimum of 8 feet in height. %.I-
2) Parking Lot Tree Standard:One(1)canopy/deciduous tree CO I
shall be provided for every twelve(12)parking spaces or per
2,000 square feet of gross floor area,whichever is greater. a
In the instance where a canopy tree may obstruct overhead PID 09180002e
JOE R.HUDSON&
utility lines,two(2)understory trees may be supplemented EDITH S.HUDSON
for each canopy tree. No parking space may be located Os.ENS TRAPG.251
more than sixty-five(65)feet from a canopy/deciduous tree. I PC.A.FILE 20q
ZONED: LI(UNION COUNTY)
3) Parking Lot Shrub standards: Six(6)shrubs shall be 11 m
provided for every twelve(12)parking spaces or per 2,000 .1I N
square feet of gross floor area,whichever is greater. Shrubs I'� a k 00
shall be grouped with a required canopy tree. There shall be PID 09180001CO 00
no gaps greater than ten(10)feet between required shrubs I. BRIDGE TO RECOVERY,INC. 1 m d
and shrubs shall not be located more than ten(10)away DB.ee75,PG.54 1 _a
from the drip line of a required canopy tree. No more than I ZONED:GI(MONROE) 1 W
forty(40%)percent of the shrubs may be deciduous. 5.90 AC. n )o_
I 257,051 sf. N
4) All landscaping is to conform to City of Monroe Standards as EXIST. I eg CONTRACTOR SHALL COORDINATE EXACT
shown in the Unified Development Ordinance. I WOOD 01515G ` STREETSCAPE LANDSCAPE PLANTINGS AND LOCATION
5) All specified plants may be substituted with an equivalent 1- WITH NCDOT SIGHT DISTANCE ALIGNMENTS.MAINTAIN
plant approved by City of Monroe Unified Development �- CLEAR SIGHT DISTANCE AS REQUIRED BY NCDOT.
Ordinance.
6) All areas not designated for plantings are to be grassed.See
sheet C-7.0 for seeding schedule. rn _ 3
7) For preserved vegetation,maintenance shall begin at theELL �c )ram Sight Distance Note U z E
time that the root protection zones are established(prior to I BOX 1 Owner is responsible to remove existing E o laJ
rough grading)and shall continue indefinitely.For planted a I co- b EXIST STORY trees obstructions located within sight line.Permission c
materials,maintenance shall begin at the time of planting - ..I UJ • SIDEWALK 'E 1 WOOD1BRICK from adjacent property owner is required prior to G fi E a z
and shall continue indefinitely. 1--- O tree/obstructions removal from adjacent property.If e3 m y g..v
8) Parking lot surface shall be maintained in such a manner to �I Ddr < trees are only trimmed and not fully removed an N yv o'-
p I easement will be required in order to maintain clear f-� <a
N
T' ELECTRIC 1 1— q a N
prevent,repair,or replace deteriorated surface material,pot ELECT, sight distance. b v
p Wp eTPrlc EXIST.
holes and major cracking of impervious/pervious surface o y LIS ❑ 1 STORY
CO
material and striping shall be visible and well defined. '� I5 f f WOOD IBRICK . o
9) Though it may not be illustrated,shown,listed,denoted,or Lo I 3 ,.
expressed this plan shall comply with all provisions of the o °' d
City of Monroe Land Development Ordinance in effect at -`J 1
time of review and approval. 3- I
10) Contractor is responsible for maintaining all grass areas z Co -
within the erosion control fencing. )1
PID 09180003G I U�11) Trees and shrubs planted within the streetscape shall be at �p CONTRACTOR SHALL COORDINATE EXACT Li..j o
ERIC W.THOMAS& U
least ten(10)feet from fire hydrants,utility poles,sanitary DIANE S.THOMAS I I LANDSCAPE PLANTINGS LOCATION TO REMAIN LU 2
sewer,storm drainage or water lines,and shall not obstruct DB,6241,PG.531 I p•. OUTSIDE OF PROPOSED DIS LIMITS. Z w
sight distance triangles,or sight vision at the intersection of ZONED:LI(UNION COUNTY) I 0, 4,•0 I 11Q -
i W0 ya1E
major roads. I ._ O v
12) The streetscape buffer and planting requirements herein I Dis«; � De MS
shall apply to the area within the street right-of-way to a Proposed Parking Lot Landscaping. ' / t Q 3 d
distance at least eight(8)feet adjacent to the street right-of- Provide 1 canopy tree&6 shrubs per 12 ., I I g o to o g m 1
� �
way. The area within the street right-of-way shall be entirely parking spaces(max.).Canopy trees I ..,. ` •„0 1 W J Q J
Lq
grassed. No plantings are allowed within the street and Shrubs shall meet specifications m c 3
outlined in City of Monroe UDO. 8 I I I '
right-of-way. w
13) The streetscape buffer shall be entirely grassed and contain PROPOSED I mq
DORM#2 PROPOSED 1 W d
three(3)canopy trees and twenty(20)shrubs per 100 linear FFES&8.2 - DORM t1 \\,'
FFE 588.0 1 1 t
feet. In the instance where a canopy tree may obstruct 1 '' %I
overhead utility lines,two(2)understory trees may be I 1 ,
supplemented for each canopy tree. The City Planner must I
approve such determination. I gZN '"
I /��// 2{Fsslgy��y'=
I �� QS'E A L 1
o
•85
I � I (- PID 09180002A `,- 13
I I
ROBERT B.WRIGHTI
DB.291,PG.616ZONED: LI (UNION COUNTY)
Scientific Name He.Siz 1 I this Nulry.E..ci0050nrenoize m be i I
Symbol Common Name QuanityCal.Size Spacing Cond. 'Notes y
0
Per Utility drawings by others UW-1,
Trees I UW-2,UP-1,&UP-2). - i i N
811
ACE Acer rubrum 15* 2 1/2" - B&B Interior/Street Scape Tree !�'-_ II S STREETS 0 I 1 1 e
Red Maple -�_-�„ Plot A- BUFFER OAPE Proposed screening from Street R/W. I
,'''6��.� S I / Screening to consist of 3 canopy trees 4 -vim rDBH Dwarf Burford Holly 99' 18' - - InterlorlStreet Scope Shrub _ Ia0p0 ETB e,', I / and shrubs planted per 1001in bs feetiii$c.`\i f�`''�'�' O•`�,i� (max.).Canopy trees and Shrubs shall 1 t
1. Proposed landscaping can be substituted with an equivalent City approved planting If approved in writing by the Owner --_ t "• meet specifications outlined in City of
project manager prior to Installation. -,.,� '-t-'• 7-,/ Monroe UDO. I r�O
* -Contractor Verify Exact Quantities per City of Monroe Ordinances _ �_ • 13) Knowwhat'sbelow. CO 8 0
•• c
_.._-•�.-R a,.._.\``.._ Slgepfexist/rrgpave / ._.. 0.. 11 Call before you dig. .@ o
_ --�, me"1 �` •OOoa Nail by Bent Iron C a
-.0 1 NAIL AT BASE a
�.. _`_� N5g'05'� i F _ qo -0f ANGLE IRON ms
`__ 7"w 3 •-. �o— coo J
�___ D GRAPHIC SCALE
b 0 20 40 BO red I
1-'-
m J II
"T �.
�� _ ---__ ( IN FEET)
-� ��_ 1 inch= 40 ft. C-4,0
S
22/051 E

6u2•S dera a.saCo Aursesehelt
n a 0500500ted ABCCI
[I W
S
Wire Fence -p i 1--'
I Plastic or Wire Des
Steel Post R(J
Et
�U
a.
Gi, t /--NaturcI Ground
Filter Fabric-,7i &"Oown&e"Crvard i G
� +Alone the T ' Ip 24" Compacted Subgrade
e
2
Gralles ve-Section Standard Duty Asphalt Paving W
Wire FenceFilter Fabric 2 SCALE:N.T.S. ¢+
Boo I Trenoh ACCESSIBI F PARI<INf',RFOI IIRFMFNTS ® ® 'D 'D 0 ACCESSIBLE
CC SIBL sj ,31
C1
,,--aa n om act
Steel Post i / Thoroughly Natural Ground rm .t o. NeMem ew &01s0—
Naturo/Ground MRmuem s TO BE CON Acc xo
ps op / Plrou % / o
'I. 8 MIn.0 / e try• _ se TO to 2 rcau�� 'C
• Maintenance sro o0 3 — u d
24' Inspect sediment fences at least once a week and after each falnfall.Make any required Rtm I/E MINI SW.RE REQUIRED Lill
j immediately.fab2.
IN T.CONCRETE a AT 3'
over /m o of oteo xm Es
Shouldrepaits the fabric of a sediment fence collapse,tear,decompose or become Ineffective, SEALED/2,50 ST EXPANSION JOINT STRUCTUREE13
replace it promptly.
ANCES
Remove sediment deposits as necessary to provide adequate storage volume for teh s.LpxE an or even 05 roIBi µ, m�
next rein and to reduce pressure on the fence.Take care to avoid undermining Me '
fence during cleenouL .w x Rix ON ALL STREETS SR..eE A MINIMUM OFs. Rot TO Soo a PARKING SPACE PAVEMENT MARKINGS
Remove all fencing materials and unstable sediment deposits and bring the area to RE POUReD TO COG OF RADIUS Ar ImosOcnaG 501 TO rood
grade and stabilize(f after the contributing drainage area has been propedy sfablizied. as OF rood Aa®N SPACES
ETE COMPRESSNE STRIBIC.MOLL BE 3.300 PSI.IN 28 DAYS.
O Temporary Silt Fence GROOVE JOINT IN SIDEWAK wsmwNxswu Msmaftu m e REdlurerleewxse om No OM 2ovusl roR x ae e
SCALE:N.T.S. arm 10E ww0UPRaa DIMNESS. PAmINa 9UxRADE AxO RERACRIG rrQx too au tao0 R snco
7.ALL
ssmsx°t 2 I I or TxE A3raV rmx eaAaun"oar l v ea 13 i1e xxo r••I
R(e}(graft MEDlcu rwRE rAQRmu J
t/s'RADIUS m s.CURING COMPOUND MEMBRANE IS REQUIRED ON Au CONCRETE CONSTRUCTOR.S.
�'1.ALL N
�1I. MALL 13E MOUNTED AT 7 F ACCESSIBLE EET owIm�°a-') ta'.te P. V) 0
1/!'la 1/S• xEOUCEa m 3 i13 ® 8 E .111ON-
50 MIN. L< 4i
PLACED IN IN Ali.SEMEN
/® AX UM to M.MIE MxtWMxO Iirs,DEPARTMENT OF TRANSPORT..AND• ul x Exv Nit (MuttD) REORFSEMED ED PIAN rC a4m ciErwrnierr OF 1TONSPORTATON SUM...
RABILaKnoN FABRIC t MIER 4oiec
txly' R C•'/.� ROMEO CURB OUrrER s BMA'.spx DETM e1 I'..7 O
PROPOSED r CONCRETE SIDER. 'AL* mR 'Cuff!FJ�✓ a si
TRANSVERSE EXPANSION 911PPLFMFMK slOx ,
50 FAIN. JOINT IN SIDEWALK DETAILS SHOWING EXPANSION JOINTS W IN CONCRETE SIDEWALK
ACCESSIBLE PARKING AND
SIGNAGE STANDARDS
U
rW 0)LJJ tj1
Maintenance - (//•ff ��� U H m ed
Inspect construction roads and parking areas periodically for condition of surface.Topdress with new // I1�\ I Z Q rG o,o
gravel as needed.Check road ditches end otherseeaed areas for erosion and sedimentation after NOTE: USE ANCHOR INSTEAD OF STAKES V.
/\\ I \ I-'I� w//7 5'-
runoff-producing rains.Maintain all vegetation Ina healthy,vigorous condition.Sediment-producing areas TREES OVER 3"CALIPER V /�/y $' I,
should be treated immediately.
LL
)FT Air,OS. AC/ IIIIII
RUBBER HOSE V-"""i C C E ', S O B L I�1I9 5.0 3 z o c w
Construction Specifications ONE PIECE PER TIE Cr)
1 Clear roadbed and parking vegetation. l AS SEC SOIL ITV/+aI—a00 er-a. Q -e°fm S'pe g areas of all a tural c roots.and hear objectionable is po sable.al. AS SPECIFIED COMPLETELY ENCIRCLING
2) Ensure that road areason naturally
follows the natural contours ofthe.Kep if git is passible. WIRE LOOP AROUND TREE ` €
3) Locate parking on naturally flat areas if they area available.Keep grades sufficient for drainage but generally not more than 2 to I I I _.� 8;A0 m o LL
'ro 4) Provide surface drainage,and avert excess runoff to stable areas by using water bare or turnouts(Reference:Runoff Control E Irj
Measures). �I�y swx m-m
5) Keep cuts and fills at 2:1 of flatter for safety end stability and to facilitate establishment of vegetation and maintence. A L"
8) Spread a 6-inch course of"ABC"crushed stone evenly over the full width of the road and smooth to avoid depressions. TWISTED WIRE LOOP OR g
7) Whero seepage areas or seasonally wet areas must be crossed.install subsurface drains or geotextlle fabric Roth before placing the TURNBUCKLE(OPTIONAL) "R" ttb
crushed stone(Practice 6.81,Subsurface Drain), u ONS(Rmx91 6d P Rw sex m-°°
8) Vegetate all roadside ditches,cuts,fills,and other disturbed areas or otherwise appropriately stabilize as soon as grading is complete ABODE o [wyo r o x G g
(Reference:Surface Stabilization). P
B) Provide appropriate sediment control measures to prevent off-site sedimentation. a 3/3 3/e I-I/2 I-I/ao 1/2 re a-try S t-i/a '"0 •tii
SEND o(im¢ er ADwxssntaVusroD rase°GRADE ,p"J � ESS_`/ •y"
O TEMPORARY CONSTRUCTION ENTRANCE aaaRm moms D_wnE QS-'X L
SCALE:N.T.S. IJINII:;➢I�Ig S 9985E
APPROVED DATE _ #PgWSVED PATE 6/SI/OD V�B •
�C
°, CITY OF MONROE i � SUPPLEMENTAL ACCESSIBLE =
a�,D DN Rif TREE STAKING � 0 e A SIGN (R7-8e) AN ENGEJEERMG DEPARTMENT DETAIL 05 01.02/ 0
/0
00*
STONE OUTLET 2' 2
Ceara k r( _ e
POST ♦ xlxo
NOTE, _ 00 r00) ra i err
STRUCTURAL STONE SHALL BE -
(CUSS"8")STONE FOR EROSION SILTfENL r .l SaTrENCE
CONTROL PURPOSES. - I A����(1ry1II `7(, ypp g�III IpI pq III®yyy�
550IMEM CONTROL STONE SHALL I tl Y A/\ O CP u V u tl
BE N0.5 OR NAS]STONE.
PENALTY
TOPvIEW WIRE&HOSE \ A LE —si.m-s.
sLiFENCE I (OPTIONAL) cc esse
minsucE T 'I SarrsNCE I PRUNE 1/5 OF LEAF AREA BUT 3/6"►yP CAL)
4"MULCH - RETAIN NATURAL FORM. ® 'I RAsERv0
EXTENDING j SPRAY W/ANTI-DESICCANT ACCORDING 3/S"(T�ICAL) eu
-.r-•
._ Irv!!! 1 OVER BERM I TO MER'S INSTRUCTIONS IF FOLIAGE / sox m_m c�
�. l�Iw�iF l- L�—i==:�i1L��. I M PRESENT. N N
T2 'I ice— IIII I I I!�1 -'"• I GROUND LINE TO BE SAME GS20-37.6 (��
Row i' I ! Ii=° 110::_:-Ij I
r ... ,Z1, 1 AS AT THE NURSERY. N (0 47.
•.'-� Two. :eai IY�! IIfI!L�Ii 5:: ^.m 1�- at'r(:�� \
SEgIMENr,\ ••.-• "_ i 4 -7�HCH BERM. R7-e0MAX U
Q ' c
PEN=�tt•aoNTROL STRUCTURAL it --SIGN m n
STONE STAVE r-e'MIN. 3 -- CKFILL W/TOPSOIL AND - EEN
DROSS SECTION I' FRONT NEW -� ,Mi ; WATER SS MIX IN 9"LAYERS BACKGROUND-CONED C• g
�SS tay,R'.; WATER EACH LAYER g'
"" ✓ UNTIL SETTLED. DO NOT TAMP.MIMIig?i ii ik8iiiiiiii uxow oexErv,L sTAnnE x-n.s C
II12"MIN FINISHED
GRADE V II
BREAK SUBSOIL R7-30 PEW,'5.9 ME REWIRED TO
4O TEMPORARY STONE OUTLET W/A PICK COMPACTED ERECTED Sorer DECEMBER 31.I990 TOPSOIL InIIWIV
SCALE:N.T.S.
APPROVED DATE --4tlp
II- IN NK.
�' '� CITY OFMONROE Na.DATE DE ENnax /,lii TYPICAL TREEPLLANIING mow° u7� ''. to SUPPLEMENTAL ACCESSIBLE
ENG!NEERMC DEPARTMENT D DETAIL 06.01.01 SIGN (R7-8D) C-7.0
ll 22/051E

MATERIALS MAROONS PRArnDESFORCOMMGXNSWSI EOPIPMENTANo veIMMMAMRNANCE I ' STABILIZATION MEASURES FOR ALL DISTURBED AREAS:
TIE MCMII COSiTxunon oiNERA FERMI: .I nnl a a mm tebm.rvern"Ma. �I °rennea
mn•Me....R lit.pan nee drip pans under eny stored equipment. TEMPORARY OR INTERMEDIATE SEEDING.MULCHING,MATTING OR OTHER SURFACE
moo,bang ere uctIon General ml.ls..orroton am m w�tl'Tre Corry lee a.,apnruaoonesle.ble,or remora lxerapulpmemmm me l _ � STABILIZATION MEASURES WILL BE PLACED ON DISTURBED AREAS FOLLOWING INITIAL
.otions of themphwi n a rO 01 SOIL DISTURBANCE.(within 14 calendar days of completion of env phase ofgreding)PRIOR TO
Lew pee lrurmire sh.aeaCo epxld enuePPi,pan respectively).
E, Collect ell spent fluid containers end properly omen { - J� SEEDING,SCARIFY SOIL TO A DEPTH OF 4-S INCHES TO ENHANCE GERMINATION a HELP
me...ply...Ivnden edacodldM vac the dee..eudwrle haute lrl.row. mineyn.wMn mnrihblw'm
suTwxs,DRDUN vehicles equipment uMr me problem rvM, •r+.•" �V-r+u•,� p•- IMPEDE STORMWATER RUNOFF,
R ' STABILIZATION MEASURES FOR ALL DISTURBED AREAS.
nminmea m.rpn,e •Parnnawllnn'r",°e:;bi":::em:an:"'•,"nae„r,products ls. . IEl<�m'OURS 52111.1t1 r
quire 14GerownIGDGI. ` SEEDING TO BE COMPLETED IMMEDIATELY FOLLOWING ANY COMPLETION OF THE A PROJECT PHASE. TEMP.SEEDING.MIXTURE FOR LATE WINTER I EARLY SPRING SEEDING:
WeansDoMuen I RR MR..
Pain mmNnm.variations - 101Dm 14 Cal*nd•.days Mcomd.on a•ny ph•enMgntlinp) Soaclas R,1,IIWecn 1
,land disturbance W+Korburn..5D1 eIlner andEN In wane PRIOR TO SEEDING.SCARIFY SOIL TO A DEPTH OF 4A INCHES TO ENHANCE GERMINATION S HELP IMPEDE Rya wain)
IN P nvmdmn.mx,ane meawe debris. bi°wnle.aeaumnm hrs STORMWATER RUNOFF.(SEE SPECS FOR DETAILED SEED BED PREP INFORMATION) Annual leap...(Rohe In 50
w.Ial,dD.1,EM ' None receptacle)on Me wwntarn nmirKtlena.domesUG wanes. Pledmnla Cenem Rein
20
3. Loom waste containers at lust 50 len awey from storm Otaln
161 N Wthotitm N Omlla annual
lava g
wWrtar Inlets endow/so and me solid vest.mautotons ens at an memo,anpue ryamomanuwnF Pal lens) when down of temp.sever Is not DATER byend June.
anage
rom
mortar
mem
arm
ove
SOIL AMENDMENTS(ALL FEED MR AND
to
1 1 pees 3 an' mto
undated materials on Impervious harder a.within IN THE ABSENCE OF SOIL TESTS,FERTILIZER AN LIME WILL GENERALLY BE APPLIED AT THE FOLLOWING RATES: WMouIC.da ac
I,5 .wperthan nlerram ace ba.
At soled b.pnpallon Incorporate:
end Wore noon events or .O....sat Rnm
Melne-Above T6001eet Feh.tfi-May 15 n Below 2500 Mk Feb.t-Mry 1 W
sy then 3.1.lad �r.a oyamgetlw hwmaina.s�ard % n -Ground AgnorlWrel Limestne•4,000Ibnue••tPer sal lest but not lets than 2000 M1eaa) Pleemanl- 1-My1 W
.7Motorr slopes.rener than 50i In Mawr aull llghtwlehtwms In*nn...era durire emfa MM aaruUorit for n -Super Phosphate 0-2p0 or 0.261.E•5001.. Coe..Plain-Deco t-Apr.16 IY
length end with do...Raper than Pt Empty...nMorsNa..to mm•nt overflow.clean uymm.l.nly a rMewndo.tov product Is
u.one of thetwo Al Seeding Time add:
,7 days for containers ow... Mesa(amponry pmnta wahaule prertlael onhlsdetail. 17-1707.500 OMB.OR D.D.1110.10001b/0.0 Soil.me.dleMe:Fdbw ea lxta Or in Nu talent use Os hal.Ing r•tea.
MI Stows3.l m 4.1 to erlmeter slam and NOW adly. 5. Do nmw.concrete...for dooming or storing....curb or slamwlk -Ground Agriculture Umeelone•T000 beam
..i.0 'n° .s mO. s. on burn,dam wan upend discos.or waste m ewarret.wane containers. IQUID LIME OR ALTERNATIVE FERTILIZERS MAY BE SUBSTITUTED IN VARIOUS SITUATIONS. -Fanlike.750 SIBS*10-1010. W
r Pell..watanwe oln mtain or
within
neMu Clwa.s.Iquie wlw must p
epugn...baarremoved
n scifrom
n Immammldnrnlmetaene sudenwemnu"I.it MULCH&LINING I SLOPE PROTECTION NOTES:
outs. Cordon Mulch:Apply 40001.cre W .Anchor ewes byta 1.111.eaphell,N. or B mold, 22Y
er
lei adit wetlands .nwmtM washouts�mother elmm�w useroanaslyev.)labia.Ma minimum, Mulch or Matting Meg epdlee to all eeeded areas to ale In the onelgd,Aam with blades col nee.straightatndused ass much enchonnB tool.
O
NM,wn42 10 .10 day.spammeu° facer. on gape ...lotion and bald Impede melon. I
tlnne n e s tor Falls Leite Watershed unnuwaves unless no other alt....are reassembly reelable orn norm Main Inlets.
Paull protection
elm awnlnl.acbwtmmewamemw.h muMrww Me1nb e:Retell.n growth Is not fully adpuee.Reseed.....antl mu.lmMedlelely Z
_pomN 3. Containwastesins Vegetative mulch:Apply 4,0001br+cue grain etrew(Wheel a ore MOO,equlvelp COW a Matherwaable mulching redone!. I.awlnR Brown or ogle...egg.
aol MRepee in an easily eccessIble area,on level around end install astern 2.Anehbr mulOh by teddng with Bn approved water bee.asphalt lack at 224 gaga.or a+odnmin(graded/approved by the
ground...don Mail ma pot In U.N...shout AMP..pampas my b required Odle Engineer(other means such as roving netting/making main:Mg with a mulch searing lea.(Example:A disk wily blades set
'Mane90cal:ndarays pound1 Helen lariaanro"Ie a manna,to render.. pn.m.1n an..g 4. Containment eawl.m.20.re.,ae ced appropriately
eu.ed pen:,u*irn.e.d.hem .env Melgmrrtd u.....mum,-ana,tnne CA.)eetlalty.Temporary ground...Con Mail M GENERAL NOTES:
rlaena a Lining: n I c'
sunaeea.e IMta nnnllwrmapammud moaner.1. I MOON wee one sign directing concrete dentify mulounM.me washout web..pnl•n 1.N CESS RYTIO A IS THE CHIEVE
TFON ONT EROSION ON
DE TEMPORARY SEEDING IS
PORT..TOILETS Perna.laavegs from Me wesbout .Me grading and erosion contra plan IdenlMes rodeoerosion atntrgl madlnr leek netting meleMle or Sleep roped end channels NECESSARY TO ACHIEVE EROSION CONTROL ON URGE DENUDED AREAS AS PART OF
StabilireyMe u mot�.suRwn0 hNOS rn wnwlll ota4wgehesal.toe anent.wad rtabk rileuon Mlldona,a,le.nsD nnowyhomatom enins- AlsaOMR.Postalsnme on the washout Passer other tempnry sttrrucmnl limo
V.Meet C.O.O.C-9.1,5 W.2) THE CONSTRUCTION SEQUENCE. O
°unless Manlane alternative reeso,.yE wettable.l Sb loot no ingerfu nanal.W hlmre alternative or sewn e, 2.All wiled eroron control products m could slopes and channel..bottoms M.be securely stapled per the manufacturers specs. IA
nchn°uses in Otto. portable e n pen or art. Channel linings Iculd.M*ne Mew Me MOheal atlwleae depth a dove.Chanel e3de slopes above this height and In drainage
-� work,romma.n..TSIAa.v,p.M dspwe or ways pea requiring lamp°nry linings.pply4,0001bre1D grain Mnw,and anchorebaw bye pA.I netting over the top. 2.THE GRADING CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES
=
I. xu. 'wave, wwxw . '001 tldr'n•ktnnaaorenclur..,etc....,dine periods of MN win.et In hN"s. ceu p.via completion
itah.l appro..and sugars., 3.Mulch rid anchoring materials Corr rid be allowed Gown slopes where my can dog drainage wvleee. WTTMIN2I CALENDAR DAYS FOLLOWING COMPLETIONOFgNY PHASE OF GRADING.
rmemrrxll a a alxv Ink.meterl.l. M4Mnmonlnfwnhour C
pen re °° UPI.a .vonmm.w eeaklmg portable toilet.and moron Inn p f1 THE S UPINGCONTRACTNNF CONSTRUCTIONN T PERMANENT ACTMSSEEDING FOR DISTURBED p
nor,"Opanhrn un'll�°n AREAS UPON COMPLETION OF ACTIVITIES.
nmwarot.,mukn carman.M.A,EI.r.a -- .daiter.my. NERIISDM,PEsnDDESDNDRODERTIDDII SEEDING MIX FOR:COMMON AREAS rd
•wIO E3AN herbicides,prod..,and...added In neon...WWM label Gentle Slopes&Gras.Lined Channeb; ALL TEMP COVER TO BE RESEEDED ACCORDING TO OPTIMUM SEASON FOR DESIRED r..
`"nnrvv.i3.33.11.1333103311.131.41.1.31.11....re ram.eaw• 1. Plow stockpile ontions On wen (Nigh Melnten•cal INCHES
INH VEGETATION,DO NOT ALLOW TEMPORARY COVER TO GROW OVER I2 - -t'°4 Store MNm.engredients and gm ace new Moan 1i .see°i Bata(Ideal INCHES HEIGHT BEFOREMOWMNGTO KEEP FESCUE FROM BEING SHADED OUT.
Colost n pupa yrnsaea tome It pen he Shinn no other aMmatws are renonPN Ins Mr use. o" lest onMne 900 m antl. label ore Feb .,opa.nwea mtles swM1erc moM rs ponont.1. more reagpeo '1
2. Proud nukpne w<n elhremelmun..lpry me erelow.eh.minimum opee.ol l Inarc a ell reed TEMP.SEEDING MIXTURE FOR FALL SEEDING N
oMPAMs)ANO Floccuwesaled 5.feo.ham the toe of sta... ere xnlmm�etanlw�w per a.a war Rune plant: eos'n.
WraAw,au.vaMS/FIembnn. Pros S. peal.none
ilanhw'nt mWmespm1:110. eh4aMneM'n accordance a. go not nmkPa,Mw materiels orae. Behmen
My l ane Aug.IS add 1101blaol earthen Met or 15 blew Sudangrees, (grain) 120 p
1. pbMflmeWnami,f mnwNMlet%EmInaMHe aMplesmnt u M.yuru. sheSoil et
din ccion raMmm wrdce wear./..pill May l or anon Aug.15, 40 ldave rye(OMR). aMa AM I1 k
3. AdM1071utenta at Ma concentrations specified in the NC gm tan r.pmw pas.Mt will restrain accelerated SBed)n tlabs: alma-AuglS-Dee 15
s?bavmnn end In accordance with Mel manufacturer's mnrunrons. armion on eiu..ma wnsm,n mmvm parmsatmmmrolnxds. ooU I. QaxDtOpeesignated nwe Krt en Possible: Coastal Plain and Pledreom
nerga.mrwm.rnmem of OW.Rommel*:bem,ea.narairy - rerinwatneaY containment.waste.leotton ar.on. Fall)Aug.15-Sad 15 Aug 10-Oct.36 -Aug.15-D.0 3o 2
Late whir. - Feb. -Apr.16
(� �NORTN CAROLIQNA ry e. Do elm mare henrdous.1.313 mum m E..manM directly n..ou. sea lei a u.
came Sat amendment Follow pal tests a M lieu al for ref
or surroun5. Store d Peo,°emd:,PoW,..arl.nrnuchrt..under smm.re.mm cover EnvlronntenWf Malt SEEDING MIX FOR:STEEP SLOPES&SHOULDERS:(Breater then 4:1 Fenuraer=f.coc mane 1.10-10. Owe
end/or poor soli)
:Applya.05 Plane elan.Miter maw by tacking pan"asphalt.mining,or a mu.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 S fescue ttIi100n1 YM eel.OSAIUhbled.setnecur stnmmnnheUsedasamu anc,rrrmtool.
senate leaped:. 30 MOM...Rapelr and rNanllw damaged areas Immediately.TepAreae w.50 Woo of r
Kobe lenedesa 10 nm°en Mterech.II3lS nine..to emend lemP°,en cove,CMne June15.ove,eeed whit 50
Nurse olaRts: Elea lobe IPlwmem and Coo.Plain)or Korean(Moaewl loop...n bl•Fmnry or
aM....33,Rsmwnvnw 3.two.. sa,1.3.1px,KEU1.1311 aAxDAgeoMra snwxnEnpx,RaEaRuxEEprxa 330333101111311. Between My 1 and Aug...add 101blea German millet or 15 lb/acre Sudngraen. eery March.
1aPR51 MEELFAPI!EETDR sLmON e:MegtOenEPING wm1x0 Prior to My 1 or Mer Aug.16,see 401b1.a a(Drain).
4npe.or.ro naulwS.reormnbuelnwh0.1311 0Aanm win them. 1.Ea5ERM pr.mnuun our nee Mat Mint be Sepnetl ENtlina tletae: TEMP SEEDING MIXTURE FOR SUMMER SEEDING:
baba.wMnta Warm waeMrm see m.ttbm wpltlnum me,fewad'einnacdn had now Fsx.naiwell e.awappmw anrtw menu�ptnhe ane.ike Po Baa la: specie. Ran))doom
In leoPerh. ,DI.DUontnee be del..,unel Me peen bmlrvstlryon eaprnand MSC pan must be kart uPndne,nMAN.the MM.!unM the{OmR. eI edI tee do I a trod Fal'Aup.25-6ept 15 •Ih Aug.20-OU.25 German rNpr 40 Q�
e to ppMt°ormm the Inspection.Lion addition,when s sttoorm arcm al puttt shell.pectlan .. ,,,,plEw,,,,,,apxbnM m,MEaSC H,"a,,,.donrn°ne°vNWh1m Ie)Ns�°e f"nmen po onm,e.m°rue n I Lete thin .Feb.5-Mer.21 Pt Feb.1-Apr.15 In the...tontandMounwna,e°mrLalemmed 5umngra.may.subelnutee r era 01501braae >7 V p
Bremer N�.01 taco muul.erM�°Con business hours
awdm�wMnin.panssm wptlbnken,Cold during normal business hours._ RI on.prl4 M', Notesparr : �oo U
were delayed shall IlIln UI Imp...a Record rumno.nmvr - Thy are 25 xlbn a most, I 1.In Eastern Piedmont,add 25Ib/acre Pensacola Bahiagrass or 1010racrecommon Saaelno 15-Au¢10 0 ) ON=
la)aua sex mows Ms..rotere •They a.less Con 25 gen0wan nnn be clean.up le non. Bellnudegrase as approved by the owner or Ns representative.Use common Ploemel
e..w ier .•,..coma .. IC Bemludegrase or BehlaIraes Only where It Is unlikely to become a pest Coon-May 1-pap.1M6� p'o U�j
.0 L„o •They cues sheen on suave terµlrxgrdleas a....o Coeala Ptel.-Apr.15- .16 Q .r
• sh°wn°n,naa0veeasc own •ThyaDtehn fee sunav a swards',of Mu... 2.ARer Aug.l5,use unsrariflatl eerlea seed.
^ Jae O= _
m 3.WTere eat appearance Is desired,omit seem and substitute 40 ldecre Sad amenamOrlbs Follow so I.E.t or In Ilea of pat neat.,l011ewing rates. F..WI C
par, m.mm....in. In Re ,aaanliemele pupatesundrs*nlen all BahleBe or 151b/ecre Befmudegree _Ground AgnaltmM Limestne•2,000 Idea Q $Jg NN-r8
a=eth=relr.ffn t2osaneMCFA1D.=1"rigr.tracu 4.To extend spring seeding dates Into June,add 15 lb/acre hulled Bermudagrass. Fersocer•T50 Idea to-to-to. H••a r3 orNO e-
ves m^m..m,w.wa IN.. ..moan w unmm�m,e IRO:M cm.1.41 w oa.be21s58. However,d Is preferable to seed temporary cover and seed fescue In Sept. p e r�
MUICM1:PppIY a,ODO Plea ren.Mchgr ewybW�g.IhanhaR rung.« mulch amhonng lod.A Nam^ (U �a^-o�'ply
w•wm ,,• n,onmrne °n id)Anticipated bypasses..uneandoad bypasses. a1.F with bl.de..I neatlr.h Kehl on he u..en.mu .mm�ng loaB t4Z ¢meV2ay
pan. •.*,,.wow .mm.mm,menmm,.e"x. Pun°iwmPlmP e°r°°x:.n°e loosen 1'--I
rwem.em ow.^e,w°ru,mmm,°n revom,euen•,.wmo •ninnc.:Releml.n.mem sotaeand.ago In.,.dame cop ar me appro.putprowh is pea fully adequate.Reaead.re?eNlize end mulch lnn.leleiv Mowing ,� y
mecum.. .,-,arnrm, 7::'1t".mwm." ___ _ wmu°n°n.•, en.lon or Cameo
-
-__T me e„m •••-...stored,.. %w apwrtie I°I.mepnmm. then.hmn.of this pemd than,endows-keen.. g y„s
,
ry
1.0 T..m.n... ,.xa r.mpw.d•ana wr•,m.arw,•110n • 1yPwrenmOremnn.....suesmerw
r, par .,.1 ,..,man.for. sx measures
Ain.pmm�ae see m.s.w.rean enurrenaw.mw.d moaned,
""'Item'° PERMANENT SEEDING SCHEDULE TEMPORARY SEEDING SCHEDULE
n ""• nbn•s..m.nnwn the Division oMnwhn,M1eemehamamd nacoomanm*
- .m,.--..m..----aa agld,per,don e.bet..Occurrnce...nmm awpnhoursmaybe TE
a. ." .. '' paw. mm°�e,z1.-:nsnmpenm M ta�.,.00mmneesEwrmm�Emown,Eame,pew.etadO)
. nH,anaw SCALE:N.T.S, SCALE:N.T.S.
pew 'M.o.Dx:m Win ,.:erax.:w..oe.aplremxt
""" ""r"'"" ::'"'""'"'"""'""" • ;°" ;;;'ta;,"; DIS MDC 3.Vegetated Receiving Area Specifications ♦ pee
°mcexem has.on unt u°•ne...Dmthat make rm.mmwerl•. ��
ALI,RI men, p,aerl`aI: el"Cost" ° ,M re...mem...rt..repo-tone
The following specifications shall apply to the vegetated receiving areas for both -
P ro p o s e d disconnected roofs and disconnected pavement: w
wow.,_-- "^ --=w"° �, ; n,. IN MR requirement
wall.coo Cane..al[eenee,Deer it 4 received. m.Ntl>pVYRIIWw•L comp ,toeoo W xF,
Ane„pen, rot Rym,a.p m.a.d.rm lea.nil p.mmw Mall I`; (a) Vegetated receiving areas shall have a uniform transverse slope of S IL1
°�;"p',°pno, Pm...,the ,°eemr.nm r / percent or less,except in Hydrologic Soil Group A soils where slope shall U
`nn'"10p. . required observances
has.Usedbe 15 percent Or less; m N
• provide _ pale earl Prop.Parkin Lot Z
as ehara.Spy records. a, p „en 9 Grass(See Gradingplan for Slope) (b) The pH,compaction,and other attributes of the first eight inches of the soil a
_ -~ ' °°`°"""°°"°"°"°r cornrow
. _ _ p shall be adjusted if necessary to promote plant establishment and growth; W g ti a a-I'
p,....r..,«,I.,..a., Inset.R.bhrmr eTxrxyxnn fe..period ••rn m,er.,weare>:veo.: �U b6�
xoR:TRamn.ppnn meta Mete..Twenty by..amn r.pultemeM otter All dela used.Marrim°i.cohe mpletion,a<len°e"atarWe.records :requemaintained CFR MAC ""',� -„a rower.. (e) The vegetated receiving area shall be planted withanon-clumping, v E
a" .wa deep-rooted grass species;and O z'
wRAMmAI113111MxeE ni.n
d Soils shall be stabilized with temporary means such as straw or matting
Bib i o b
DaWaDwxdFarMART,WCTI aMpEgw • ;1;a'" Area to be tilled to a () P ry g
depth of eight inches prior until the permanent vegetative cover has taken root or the runoff shall beCf) 8 g d,_Sedlmilt hafts rid trapo that re.:0.0.runoff/ram eirmin..rea•plena acre or me.outi.0...structure.Vie
for h�...pall he rate mtemin.,.eswith Wenaaawald.atlen. row p directed elsewhere until vegetation has established J Q
N°ne cewndrewlafw,.ImemMn MallhaMowed..wlen ofth.mllmnng" erawOnrm to planting. See DIS MDC 3 `i E
Lai LT Eric d°author. .. _ _ cew4hdn.•,•mehxpanytime periods or..M°ns In*Rl0lt alb ace.Me n°wawnn,1Mtma a1•1;;111, specificotions this sheet, �, e
MI rn surlau has b.11 not.comma.<Until.MSC een
authority hasM°ape..
m woe byw accordance path Part III, Item RN.a.(alah4pa p11j1q°a,au. rn.,wv,.,n•mr°.wmo-n,.nn°ne Items I,
lel proe nadNmsigne�d a..;wmnle�mlCor.eMwr,antaanahaamm:t :��acxe ane.lm'mtim.m'IeseM'°n°per wmreNlrclnI DISCONNECTED IMPERVIOUS SURFACE DETAIL
MI vvegete an..lmdares..siteswa°rerpeyarlmed none'pee Is useddViootmeum.cue at theme.cruse dew.,treatment devlwd.1.ton tern Rt.. ,-^.
(el Velocity axlpa nPewees such0 ehe.dam,a.men,trap,.rloMpare or..aat the discharge potma.dwaEhngtl.n,and r NORTHCAROLINA
1st Sediment renter,.rmn Neeewn a e...de"rne..mae in OM(0.avebMpnd of Ina manerthat does not cause aepnrmnafeermentnnwtersrw unit.m.. d 6�Enwronmenmf Qdaery SCALE N.T.S.
NCG01 SELF-INSPECTION,RECORDKEEPTNG AND REPORTING EFFECTIVE:04/01/19 000000000000000III
000
NCDEO SEawater Dengn Manual N - RODEO Sbmwar Design Men. NC NCOE091mmwIM 0.511n Manuel C ,, ,,N_ _`/n,4ww
Maintenance p - Qecxjy /(A-LTY9
S A L
'amnraca1p•+ ier'mmedM" the - 985
DIS requires maintenance to provide long-term atormwaler benefits,Regular rnapectien will sma end T.0
determine whether the Impervious surface and the v1411.1 O receiving area are droning antl Un ccove+nd water until It ;�� •U
Nndbning as Intended GuM.een rem pee Z`�
obg9ee per tine.My Pea
ProvKle.lime
Communication vol.maintenance MR is Important In maintaining DIS.Maintenance slag shall. •
need to Install
• Not ragrede the vegetated receiving Breen or cover Imam wllh impervious surfaces such as e
shod or pea. sums became out of an
gat ern)lulwa annimevan ".4
• Not lakplle soil,sane,mulch or other matadors on the Vegetated receNing area m pr+"an '/
• immediately repair any areas that ere arodMg or where vegetation has died. The gutter ROBSON. /I/Lpt 3
• Immediately remove sediment and debris from contributing Impervious Surfaces. +yelorn 0, .r Remove he
epresa.) Corrode* Otartar n,o have trees or
Positioning or
Important operatlan and maintenance procedures: Roaop immesh.of
1. The root we.will be maintain.to redwe the deists ane sediment load tome System.P.M nnieno IMBnleReplace if
mom
debris can clog the system and lead to Maass.the design storm,red..;)nitration end pollutant mvipmq moo.. waaewnn al ettnner
nmeval. ace vm Mon ale MoBhr ale I "N-
nlwnm. pEna male
2.Toe re proper operation as designed,a licensed Pnfesponal Engineer,handmade Architect,or I tobury G
other quadded professional will Inspect Me system annually. Inaree.
Remove,
S.The Mtemogmponents will be repaired m replaced whenever they fall to(union MVP.I w'„e flow dorm.. '1'.r e7, Ratenncas
pervious
Alter the DIS is constructed.It shell d Inepad.quarterly.The Inspector shall cheek eqcM1 tOneen le woe.. Carmen.N.B.,Hunt.W.F..end Anderson.A.R.(2013)."Evaluating Reekenlial DIetonnl030 ty It
component end address any deficiencies in acoordanoe with Table I below.The marten Sow lIOac+ Conferee e.As gust 1 2.013Con S,ol P.111 en'.ah International Low ImWd Development
responsible for maintaining the DIG shall keep a signed and notarised Operation and Cpnfarence.August 1322.2013,SI,Paul,MN.(Extended Abstract)
Maintenance Agreement and Inspection records.These records shell he made n1612019 upon RaMaww
request rking The Lowell)Hoare Improvement.(2013)"Shop at Loweacom:Search Results"Home: ce
b (n eggmgat Search.Lowe's Horne Improvement,2013. a
epphw41e) gape.or shhoPwww hwes,corraearchsbacksaws.(Aug.1,2013). N
area or,able?:Sample Operate.and Mambnanra PbY2Slons for DIS 03 p~ps�
How10 4.4
x+c or <00 O
SCM Potential medmra edge
a
element: problems: re tan restraint.
k
problem: eroded or A
,,,,,,ad.
C
oTheott a.bnaor Remove Tne Pe9nea in cc <
contributing ..imam 1sAreas of
WY olmp ir
n.daeme.ea re�Wngvegetatea a�l N mresm ^I
°r gully,...ad
C-10,DNpnrededlmpniva Surface T RWMd T11202020 0.10.D)ennn.abglmpybus Surface a ReYlxa:ll/2M020 0-10,D'otnmded ImpervbN Surface 9 RN..:11RW2090
R
DIS MAINTENANCE C-7.1
SCALE N.T.S-
22/051 E

.215-1
�' near to �Ama.d.adavm aw 1'/"Faircloth Skimmer•Cut Sheet
WATTLE DETAIL
tutu°caawlo.Iy a° b'° ^°° "°f°'=� J.W.Faircloth&Son,Inc.
aa®pmaHmwmm(w ass mere.)
•hmowme—a.awoere allow volnedy w,xeatall aerlmetatee www.FairclothSkimmer.com
•ex+`oft` a .a r.....a a,.... mnwr. 1-Vent
ea s mu.e e ev R.u,xu. 44'Soh 40 ASh RED hp Inlet s Aluminum raps
\\\1 spending inlet
.a° eVmr renew 19 a e.aF ,umx PI connection YPVc float \ s
ti
tecE.srm Ram. a��` EDGE v PAvaaaxar :, P4 Vbw 1 \ k / 16"r
wmxo dada sumo a , m®,n.n a„ar err. + l 1 CS Sch 40 SOLID p »II �
SLOPE a Tate. S 4 barrH or"arm" <..
ISOMETRIC VIEW ant .mameac ^or.ts \ � , *, SUPPLIED BY USERS _ � /
,...._____. !_ I
07
VOW.l ruMt aaduxa :y \g^ a _ z : yllenpv`y Skimmer shown in
BATTIK �,oogxs pe floating position
CROSS SECTIDITCH / Width
#� NO inlet extension 1ST HEAD en
VEE BITCH mete FLd �2��_n!4• `v f .+.., Just lhe barrel center of uilet and
gso `..•• a a, ma,a oy „m^ Bvfaus connected to the Tee orifice
illt lilll w oprupnt onwra ''°��� 115 hose,ss clamps '
1Y threaded
lea male fitting
n.
tau h• I'fiw.bomd sseOaone
MATTING a a. tr �'^� f 1.Skimmer can be attached to.a straight 4"loch 40 pipe through the dam but the pipe may need
CROSS SECTION *nxs WV i1(/"uEzolwL DITCH g TOP VIM
to be anchored to the bottom at the connection so it is secure.Coupling can be removed and m
...r` "° hose attached to outlet using the threaded 1'h"fitting.Typical methods used'on a metal
-„ `�_ ' w °"o'\ structure a steel stubout welded on the side at the bottom side with a 11h°threaded coupling or
r4nsrmkaa - `- reducers,on a concrete structure with a hole or orifice at the bottom,use a steel plate with a o¢
O Wattle Detail hole cut in it and coupling welded to it that will f3 over the hole in the concrete and bolted to the
a.e Seenat structure with sealant,grout a 4"pvc pipe in a hole in the concrete to connect the skimmer.
SCALE N.T.S. arenas. V1e. 2.Dimensions are approximate,not intended as plans for construction.
rgw,e.we Moamar,a...serents„mm�,,,u.,,,,,,,wre,..a,,,,®se„n,ya,.xr, .rim,Penna..
Barrel(solid,not foam core pipe)should be 1.4 times the depth of water with a maximum A
Erosion asaamadposcmn Coacu Mom*aew.ewn. length of6'so the inlet can be pulled to the side for maintenance.Skimmer is made for small
sediment"traps"with a maximum depth of 4'. _1
Rea SD 4.Inlet is 3"pipe between the straps with aluminum screen door for access to the 1%"Inlet and
Cr, orifice inside.
5.Capacity 1,728 cubic feet per day maximum with 1114"inlet and 114"head.Inlet can be
reduced by installing a smaller orifice using the plug and cutter provided to adjust flow rate for
the particular basin volume and drawdown time required.
6 Shipped assembled.User glues inlet extension and barrel,installs vent,cuts orifice in plug
and attaches to outlet pipe or structure.Includes flexible hose,rope,orifice cutter,etc.
N
Plan Sevi4aite end Specifications >" 0°u
®am—Construes a.arum.a ma me Maur. 1-5inchCut TM 11-07 November 14,2007 �+ v o E
ro a° N "" o o inn an d
eaMlmffit end bmm�t ha llow..eaveu ....rs.Comp..
P.P.
�y /'� m^'an to
sp..,®ea.myaotoaaacam Moro...Sue smdmabol. F--I Z o
10.Lamm.baffles am a.d m Praama.la,Parmaee4ss O 6 m y o N-
n.After all.dteaenimm,-vromsg area have been permanently saki..
. . B Qi U
remove the sU.warble se.. Use awa to
bland
aau )e.d°buPo have Popwr(Rearm u:Surface
Q m N O
Maintenance •s�..ea.m,baRI.aahlYadsDeraROst et FAIRCLOTH SKIMMER (1 1/2") iMnabalf t
)medal event and re.immw.aly. ore �,
h loud°'°m mgt.enemime wbe°sedan. SCALE: N.T.S.
accumulates re w,.nodemaaheula� a Me®toexa beta m P th.skimmer e
ham O m comm l® or
tiva a the me bar eau
aekesure da
e egtatoostag mmebottom ormeMan aoe oe hold date„
Me skimmer
Repair the bean If they w damaged.Ream the b.ees if warm Is
If Me skimmer Bag...a clogged era caked Mae Is»an a me bum.,nose
arMag on the rope will m.m the skimmer bob op and moo arm Mudge
Oa dots art mmm pull ue Jaaaer over m
o.eoaru;b��mrom vemedMae Am themamue Lt1 Cl)
alma to ere if a.clogged,irmremove meaeb"a. 43
If Me glummer ma ro a clogged,memmceaberes...w Construction Specifications LLl n
the Mat.. pipe
Me or by ft..aria am.De 1. Clear, b and o a aommd"pace as oa aeon reprimng h Ammo grub. strip area order the embankment all vegetation and root mat Remove all surface soil containing high amounts of organic matter mud
Cheek O..me braahanlarr far adage h mat<nr anOta repan d stockpile or dispose of it properly.Haul all objectionable material to the designated disposal area.Place temporary sediment control measures Q a o,
an%fa.Ma spans au admwheauw.r.oaabm.gmmite., below basin oe Deeded. LLB— _$s,
*ram.and o far am mmaee,are laps.h mmm�eww for 2. Ensure that fill material for the embankment is free of roots,woody vegetation,organic matter,and other objectionable material.Place the fill in lifts N U 1' v
'Want matey manot to exceed 9 inches,and machine compact it.Over fit the embarkment 6 inches to allow for settlement. LL 0 w'LL E
a eadommaema 0 c..mraamapo l are"' 3. Shape the basin to the specified dimensions.Prevent the skimming device from settling into the mud by excavating a shallow pit under the skimmer or t
wean r mu rear'inis mm.s.h Jana Some amend
nd providing a low support under the skimmer of stone or timber. 3Ie `v S
p�a shoo.he wad,In me wester t°putt me Jammer from
2
means wmra. 4. Place the barrel(typically 4-inch Schedule 40 PVC pipe)on a firm,smooth foundation of impervious sot.Do not use pervious material such as sand, Q CO an -ei o
gravel,or crushed stone as backfrll around the pipe.Place the fill material around Sc pipe spillway in 4-inch layers and compact it under and around the J< o m a
pipe to at leas the same density as the adjacent embankment.Care must be taken not to raise the pipe from the tut contact with its foundation when ` ► E
compacting under the pipe haunches.Place a minimum depth of 2 feet of compacted backfit over the pipe spillway before crossing it with construction ', 5 it
equipment.In no case should the pipe conduit be installed by caning a trench through the dam after the embankment is complete, a
5. Assemble the skimmer following the manufactures instructions,or as designed.
6. Lay the assembled skimmer on the bottom of the basin with the flexible joint at the inlet of the barrel pipe.Attach the flexible joint to the barrel pipe
and position the skimmer over the excavated pit or support.Be sure to attach a rope to the skimmer and anchor it to the side of the basin.This will be
1 used to pull the skimmer to the side for maintenance.
7. Earthen spillways-Install the spillway in undisturbed soil to the gravest extent possible.The achievement of planned elevations,grade,design width,
Constructor t.ear.,grab,met ship Same,aaah.m.wm®,or"ua..axon.oa and entrance and exit charnel slopes are critical to the successful operation of the spillway.The spillway should be lined with laminated plastic or
Specifications meat amamweu wean ran commasmaanauwmea.a.en impermeable textile fabric.The fabric must be wide and ion e.
mdpl.a aapea orawopern.awd.0 obi,wmamamiaa h gee g enough m cover the bottom and sides and extend onto the top of the dam for ground. ,t
dein..dispm Pare ualaarsamt omaw me..mm baiaw in a trench.The edges may be secured with 8-inch staples of pins.The fabric must be long enough to extend down the slope and exit onto stable ground. t
aam.md The width of the fabric must be one piece,not joined or spliced:otherwise water can get order the fabric.tithe length of the fabric u insufficient for ate `/�/���
1 Ensure aaa".i for the eameluml a m.or roots"woody' the entire lengthofthe spillway.multiple sections.spanning the complete width may be used.The upper °,4� 1 e9 Vo:
vegwmmmaa km,am and M�eraobpeovable mania.piam w fill. spyp g p y section(s)pit should overlap the lower
tmpaw.Ovamtmeembarent so that water cannot flow under the fabric.Secure the upper edge and sides of the fabric in a trench with staples or pins.(Adapted from"A Manual for
v erne m ow or a edam Designing,Installing and Maintaining Skianner Sediment Basins."February,1999.1.W.Faircloth&Son.). E. SEAL
a shape the to Me speomeddmasims.erw.amme sbmmoa mace 8. Inlets-Discharge water into the basin in a manner to prevent erosion.Use temporary slope drains or diversions with outlet protection to divert "•985
aoe seams mm the mod by excavaa Mellow pa mere m.mmmeror sediment-laden water to the end "G�
provide,eoru lean mm,mesl aamorooamumba. upper en pool area to improve basin trap efficiency y / ,,,
4.Place memta rop�weya.easwwwearveppameat,m,mO 9. Erosion control-Construct the structure so that the disturbed area is minimized.Divert surface water away from bare areas.Complete the embankment :
Imam of ad.De toe.pervious means arm a nand, before the area is cleared.Stabilize the emergency spillway embankment and all other disturbed areas above the crest of the principal spillway ,,1 -- w
grava wara hmWhoa tones.811a h.pip°.Pun fill
immediately after construction(References:Since Stabilization). aww
tmum rm°ul.atww.,we d�a has Imoh me Aso.anhank eau cua mmmua, 10. Install porous battles as specified in Practice 6.65,Porous Baffles.
r ���
mnemaa MO iu rem aim when 11. After all the sediment-producing areas have been permanently stabilized.remove Sr structure and all the unstable sediment Smooth the men to blend
amawemsuma wplwpemomme with the adjoining
Plum al.mmdepthof2 far of apart it mmmeppewumy 1 Barer and stabilize properly(References:Since Stabilization).emmusag le war commaa eu,ueet m
befor
the gape
aura mw.brm umaaenehOmaghme case
°hobo..
:completeMaintenance
a r°u°"Oa'b`°u°°w""`"'®°ion°°"°'a Inspect skimmer sediment basins at least weekly and after each significant(one-half inch or eater)rainfall event and reimmediately.e Assemble h.kiaa nape greater) pan Remove sediment c
the Sale
rexaore the basin to its original dimensions when sediment accumulates to one-half the height of the first baffle.Pull the skimmer to one side so that the J cala Lay ille easemblea simmer on the
of the ms.soanl some ha ape sediment underneath it can be excavated.Excavate the sediment from the entire basin,not just around the skimmer or the fast cell.Make sure vegetation e
mal p.a.De Rummer over the empaaa�ot Benue m.a=b growing in the bottom of the basin does not hold down the skimmer.
a ropethe sta ofinehO Thu.be used
mau.Amm
er ld fmroro the Ammer and ra.aeaam.
7. acted.sod a to araaec Repair the baffles if they are damaged.Re-anchor the baffles if water is flowing underneath or around them.
ueant Earthen love.The ac mtwl Me orr to me ae.edo°apme,mien gum,
.era mmaa'°d rout` °s wa x iaara�,min°lu,,otae�perm operation
If the skimmer is clo d with trash and there is water in the basin,usually jerkin p p and down and dislodge the debris a of Oe wale a, e a w. a clogged g on the rope will make the skimmer u
mpomab�aaa om s so a,sThe sum must be groan Peg enough
nd extend onto the top of the dem for a and restore flow.If this does not work,pull the skimmer over to the side of the basin and remove the debris.Also uhecb the orifice inside the skimmer to see if d
cover. it is clogged:if so remove the debris.
me mock The edga be long amuck
tmay
mend doare.e elope aec be secured w.Bunch stales
ruble gm.ne M sad:omowm If the skimmer arm or barrel pipe is clogged,the orifice can be removed and the obstruction cleared with a plumber's snake or by flushing with water.Be sure c
eaaawhaeteloao.Ifthe�gw n,eaoeiva aesemeaamrae dr 1 the orifice before `
omelaof me apmw.y,multiple clad eeamoq toeapleaw.. m replacerepositioning the skimmer. N
upper .aid overlap me Mee.mm(e)m 0
MMu"a'a amoi flw',nde Me an amid,r gauze Me edge Check the fabric lined spillway for damage and make any required repairs with fabric that spans the full width of the spillway.Check the embankment, 'F'S o
e WInunu and Maina.gsumma sw'maotsaim..reuse0, spillways,and owlet far erosion damage,and inspect the embanment for piping and settlement.Make.all necessary repairs immediately.Remove all trash and CD
lam. Sm.) other debris from the skimmer and pool areas. Q 8 m
R mho--oaamer water Into IM.)inaaemam preventeroa.We
tempotaryu ere we druns or
me ru t e aprotemon to"°`ep Freezing weather can result in ice forming in the basin.Some al precautions should be taken in the winter m g a affiemory
sped precau prevent the skimmer from plugging with ice.
(Refeaaces:a eCmedu,o,mandO.P,oa.a.
6.64.8 mu ad, Notes el
1. Contractor to install riprap aprons with filter blanket(Amoco 2006 or equivalent)at all skimmer outlets.
2 Contractor to install washed stone 16"in height on both sides of hard wire cloth at low points along proposed silt fence.
Locations to be determined by field conditions.
OSEDIMENT BASIN
SCALE:N.T.S. O SKIMMER SPECIFICATIONS AND NOTES /'�
SC6I F.N.T.S. 0-7.2
22/051E