C07 E&S Details.pdf

INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25X
OF SURFACE AREA
INLET ZONE 25X GENERAL NOTES:
T OF SURFACE AREA
1. DRIVE 5' STEEL POST AT LEAST
�Z. OUTLET ZONE 25X 24" INTO SOLID GROUND.
OF SURFACE AREA
2. USE STAPLES 1' APART
I HORIZONTALLY AND VERTICALLY
TO ATTACH THE POROUS
M
.- MATERIAL TO THE WIRE FENCE.
X
3. MINIMUM BAFFLE SPACING IS 10'.
1
X 4. THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED IMMEDIATELY
0
AFTER THE BASIN IS
/ CONSTRUCTED.
P7/�7-y 5. REFER TO NCESCPDM SECTION
X
e
#6.65 FOR ADDITIONAL
E
RM SPECIFIATIONS.
I. a'
0$ O
o (Jr��
o/r
C
ti
/X
4'-0" MAX. SPACING X
X
(TYPICAL) POROUS MATERIAL
(COMBINED JUTE MESH 5, STEEL
AND NAG C125 POST
COCONUT LINER OR
EQUIVALENT).
FLOW .� o
8" X 6" TRENCH M
BACKFILL AND
COMPACT FENCE AND
FABRIC BURIED IN
TRENCH t
I
t II1�� iV
BFL BAFFLE INSTALLATION NC
6.65
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
BAFFLES
AREA
< 10 AC.
(ACRES)
56 a.
MIN.
ENSURE CONSTRUCTION ENTRANCE IS USED.
LENGTH TO
2:1
WIDTH RATIO
REFER TO
MAX.
~
LENGTH TO
6:1
WIDTH RATIO
SECTION', #6.64
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
. F
DISTURBED)
SPECIFICATIONS
325
SURFACE
(SO- FT.
AREA
PER CFS
REQUIRED
Q10)
P LAN VI EW
INFLOW
STRUCTURE -A
AVERAGE AREA*
WIDTH W = L
• AREA OF BASIN WATER
SURFACE AT TOP OF PRINCIPAL
SPILLWAY
CROSS-SECTION VIEW
INFLOW
EMBANKMENT
STRUCTURE
BAFFLES
MINIMUM
MINIMUM
DEWATERING
N �
ZONE ;w
56 a.
FILTER FABRIC
ENSURE CONSTRUCTION ENTRANCE IS USED.
SEDIM
y �!
STORAGE ZONE
NOT TO SCALE
SSB SKIMMER SEDIMENT BASIN
SKIMMER SEDIMENT BASIN DESIGN
EMBANKMENT
LENGTH
r
MINIMUM
MINIMUM
SEDIMENI
NOTES:
10
ENSURE CONSTRUCTION ENTRANCE IS USED.
STEEL POST
y �!
1.
REFER TO
L THE LENGTH OF THE RIPRAP APRON.
~
NCESCPDM
R =` /
SURFACE
SECTION', #6.64
d'
CLEAN
FOR ADDITIONAL
' :: (SURGE STONE OR RAILROAD -..-
MH #3 TO FOREBAY #2
DESIGN
. F
EMERGENCY
SPECIFICATIONS
L.
SPILLWAY
DING
L=10'
VOLUME
SKIMMER SEDIMENT
MIN.
DEWATERING
BASINS.
BAFFLES
_._`� K1 -.: �=:
SPILLWAY
1' FREEBOARD W=5' MIN.
EMBANKMENT
REQUIRED
6" MIN. INVERT ELEVATION
REQD.(CF)
PROVIDED
ELEV.
OF EMERGENCY SPILLWAY
MECHANISM
T=1.5' MIN.
BAFFLES
1
TRAPEZOIDAL
SPILLWAY
8.2
Y v , Z ,
Z
17,648
17,800
14,760
EMERGENCY
170.5
SM
SPILLWAY
2 DAYS
MOUND RIP -RAP
ANTI -SEEP
TRAPEZOIDAL
AS PEDESTAL (OR
COLLAR
12,220
APPROVED EQUIV.)
10,980
1 262
ELEV 169.9
NOT TO SCALE
SSB SKIMMER SEDIMENT BASIN
SKIMMER SEDIMENT BASIN DESIGN
50' MIN.
NOTES:
LENGTH
BUT SUFFICIENT TO KEEP
MINIMUM
MINIMUM
SEDIMENI
SEDIMENT
10
ENSURE CONSTRUCTION ENTRANCE IS USED.
STEEL POST
170.75
t. ;��:�
IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
L THE LENGTH OF THE RIPRAP APRON.
~
2.
SURFACE
SURFACE
STORAGE
STORAGE
CLEAN
EXISTING
' :: (SURGE STONE OR RAILROAD -..-
MH #3 TO FOREBAY #2
BEFORE ENTERING THE PUBLIC ROAD.
PROPOSED STREET,
BASIN #
PRINCIPAL
DR.AREA
10 -YR
AREA -SF
AREA -SF
VOLUME
VOLUME
OUT
L W
DEWATERING
DEWATERING
# OF
_._`� K1 -.: �=:
SPILLWAY
(AC.)
FLOW
REQUIRED
PROVIDED
REQD.(CF)
PROVIDED
ELEV.
RATIO
MECHANISM
TIME
BAFFLES
1
TRAPEZOIDAL
SPILLWAY
8.2
54.3
17,648
17,800
14,760
14,920
ELEV 170.8
170.5
2.1
SKIMMER
2 DAYS
3
2
TRAPEZOIDAL
5.9
37.6
12,220
12,250
10,980
1 262
ELEV 169.9
169.5
3
SKIMMER
2 DAYS
3
50' MIN.
NOTES:
LENGTH
BUT SUFFICIENT TO KEEP
DEPTH
FT
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
CB#3 TO FOREBAY #1
SEDIMENT ON SITE
10
ENSURE CONSTRUCTION ENTRANCE IS USED.
STEEL POST
170.75
t. ;��:�
IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
L THE LENGTH OF THE RIPRAP APRON.
~
2.
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
VIEW
i
��:•_�:._•-°:='-�'•:�::--�..'::-.::�:..:-:: ::.:.•. .,.•.;.:.,.�
•' `'`• • ' ' �•' 2"-3" STONE TO BE USED'`-�'•��
LESS THAN 6- (INCHES).
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
'
25 OR WIDTH OF
EXISTING
' :: (SURGE STONE OR RAILROAD -..-
MH #3 TO FOREBAY #2
BEFORE ENTERING THE PUBLIC ROAD.
PROPOSED STREET,
ROADWAY
7.5
0.5
WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
CB#11 TO FOREBAY #2
12.4
g
N
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
0.5
.- = _'._�'_--`` `> ' - = •^ •- '`==t
OUTLET FROM SAND FILTER #2
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
ANCHOR SKIRT
_._`� K1 -.: �=:
0.5
STONE AND REPLACEMENT WITH FRESH STONE.
PIP
4" EXCAVATE TRENCH
PLAN VIEW
-u=u=n=u-u=1
EXISTING ROADWAY
AND COMPACT
NEW CONSTRUCTION
6" MIN.�
\
ON THE TWO PARCELS
BACKFILL
%\
FILTER
SECTION'A-A' FABRIC
GENERAL
1.
NOTES;
FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
FABRIC UNDER STONE
CROSS SECTION
CE GRAVEL CONSTRUCTION ENTRANCE 6.06
INSPECTION AND MAINTENANCE PLAN
84 Lumber, as developer and general contractor, will be responsible for all maintenance of Erosion and Sediment Control Measures. Contact:
Jim Zaunick 412-997-0068
All temporary and permanent erosion and sedimentation control devices will be inspected weekly and after every precipitation event by a
foreman -in -charge representing the contractor performing the work Perform repairs immediately.
1. Maintain the gravel ad of the gravel construction entrance/exit in a condition to prevent mud or sediment from leaving the construction site.
� P �' P g
This may require periodic top dressing with 2 inch stone. After each rainfall, inspect any structure used to trap sediment and clean it out as
necessary. Immediately remove all objectionable materials spilled, washed, or tracked onto public roadways.
2. Should the fabric of the silt fence collapse, tear, decompose or become ineffective, replace it immediately. Remove sediment deposits as
necessary to provide adequate storage volume for the next rain and to reduce pressure on the fence. Be careful not to undermine the toe
anchor during clean out. Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the
contributing drainage area has been properly stabilized.
3. Periodically check all graded areas and the supporting erosion and sedimentation control practices. Especially after heavy rainfall. Promptly
remove all sediment from diversions and other water -disposal practices. If washouts or breaks occur repair them immediately. Prompt
maintenance of small eroded areas before they become significant gullies is an essential part of an effective erosion and sedimentation control
plan.
4. The skimmer sediment basins will be cleaned when the sediment accumulates to one-half the height of the
first baffle. Pull the skimmer to
one side so that sediment underneath can be excavated. Excavate the sediment from the entire basin, not just around the skimmer or the first
cell Make sure vegetation growing in the bottom of the basin does not hold down the skimmer. Repair the baffles if the are damaged.
g � g eP Y g
Re -anchor the baffles if water is flowing underneath or around them. If the skimmer is clogged with trash and there is water in the basin,
usually jerking on the rope will make the skimmer bob up and down and dislodge the debris and restore flow. If this does not work, place the
skimmer over to the side of the basin and remove the debris. Also check the. orifice inside the skimmer to see if itis clogged, if so, remove
the debris. 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 and replace the orifice before repositioning the skimmer. 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,. spillways, s, and outlet for erosion damage,
and inspect the embankment for piping and settlement. Make all necessary repairs immediately. Remove all trash and other debris from the
skimmer and pool areas.
5. Reseed and mulch areas where seeding emergence is poor, or where erosion occurs as soon as possible. Do not mow. Protect from traffic as
much as possible.
6. Inspect the gravel inlet protection barrier at least weekly and after each significant (1/2 in or greater) rainfall and make repairs as needed.
Remove sediment as necessary to provide adequate storage volume for subsequent rains. When the contributing drainage area has been
adequately stabilized, remove all materials and any unstable sol, and either salvage or dispose of it properly. Bring the disturbed area to
proper grade, then smooth and compact it. Appropriately stabilize. all bare areas around the inlet.,
7. Inspect riprap for each outlet stabilization structure weekly and after significant (1/2" or greater) rainfall events to see if any erosion around
or below the riprap has taken place, or if stones have been dislodged. Immediately make all need repairs to prevent further damage.
8. Inspect temporary diversions and erosion control matting blankets once a week and after every rainfall. Immediately remove sediment from
the flow area and repair the diversion ridge and matting. Check to insure good contact is maintained between ground and matting.If any areas
of the matting are damaged they are to be replaced and re -stapled. Carefully check outlets and make timely repairs as needed. When the area
protected is permanently stabilized, remove the matting, ridge and the channel to blend with the natural ground level and appropriately
Stabilize it.
.�.11 •��f�r.
�r{� �. ��{Orr_
LENGTH
PIPE
DEPTH
FT
INV.
ELEV.
CB#3 TO FOREBAY #1
17.8
10
STEEL POST 6' MAX-
STEEL POST
170.75
t. ;��:�
z FILTER FABRIC
L THE LENGTH OF THE RIPRAP APRON.
6
2.
WOVEN FILTER FABRIC
VIEW
1
LESS THAN 6- (INCHES).
5
3.
APRONPLAN
IN A WELI -DEFINED CHANNEL EXTEND THE "
MH #3 TO FOREBAY #2
35
CHANNEL BANKS • • • :•
7.5
0.5
THE MAXIMUM TAJLWATER DEPTH OR TO THE TOP OF
CB#11 TO FOREBAY #2
12.4
g
N
6
0.5
169.50
OUTLET FROM SAND FILTER #2
4.
ANCHOR SKIRT
5
0.5
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
PIP
4" EXCAVATE TRENCH
DB 2555 PG 46
-u=u=n=u-u=1
THERE ARE NO KNOWN WETLANDS
AND COMPACT
<�• �''� �Iit. �r,! �� a °=-n=u=i
•�� .� .� 11 II 11-=11=
ON THE TWO PARCELS
BACKFILL
FILTER
SECTION'A-A' FABRIC
GENERAL
1.
NOTES;
FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
MAINTENANCE NOTES:
3.
STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE
1. FILTER FENCE SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
STEEL TYPE.
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT MN ONCE A WEEK.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
4.
TURN SILT FENCEUP SLOPE AT ENDS.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
5.
RANGE SAFETY. FENCE IS REQUIRED
O SAF R QU RED AT BACK OF SILT FENCE WHEN GRADING IS
OF THE EXPECTED U SABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
FABRIC SHALL BE REPLACED PROMPTLY.
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
ENVIRONMENTALLY SENSITIVE AREAS.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
THE HEIGHT OF THE FENCE. AVOID UNDERMINING OF THE FENCE.
6.
DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
4. REMOVE ALL SILT FENCE AND UNSTABLE SILT DEPOSITS AND BRING THE AREA TO
FINAL GRADE. STABILIZE GRADE AFTER THE CONTRIBUTING AREA HAS BEEN
7.
SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
PROPERLY STABILIZED.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
8.
DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
NOT TO SCALE
SF TEMPORARY.
SILT FENCE
.�.11 •��f�r.
�r{� �. ��{Orr_
LENGTH
PIPE
DEPTH
FT
INV.
ELEV.
CB#3 TO FOREBAY #1
17.8
10
.�<_, •
�' ;fix.` ;�i.- • t :.��i�
170.75
t. ;��:�
NOTES
S�r�rL� ;fix,► ' '��1.
L THE LENGTH OF THE RIPRAP APRON.
6
2.
d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
VIEW
1
LESS THAN 6- (INCHES).
5
3.
APRONPLAN
IN A WELI -DEFINED CHANNEL EXTEND THE "
MH #3 TO FOREBAY #2
35
CHANNEL BANKS • • • :•
7.5
0.5
THE MAXIMUM TAJLWATER DEPTH OR TO THE TOP OF
CB#11 TO FOREBAY #2
12.4
BANK, WHICHEVER IS LESS.
6
0.5
169.50
OUTLET FROM SAND FILTER #2
4.
A FILTER BLANKET OR FILTER FABRIC SHOULD BE
5
0.5
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
PIP
DB 3366 PG 754
DB 2555 PG 46
-u=u=n=u-u=1
THERE ARE NO KNOWN WETLANDS
,. �ir!i%Isl'�"Y
11=11=11={I=11=11 �
11=11=11-11-
<�• �''� �Iit. �r,! �� a °=-n=u=i
•�� .� .� 11 II 11-=11=
ON THE TWO PARCELS
FILTER
SECTION'A-A' FABRIC
OUTLET PROTECTION TO WELL-DEFINED CHANNEL
OUTLET PROTECTION DESIGN
OUTLET #
FLOW
(CFS)
LENGTH
WIDTH
FT
DEPTH
FT
INV.
ELEV.
CB#3 TO FOREBAY #1
17.8
10
6
0.5
170.75
CB#6 TO FOREBAY #1
15.5
10
6
0.5
170.75
OUTLET FROM SAND FILTER #1
1
10
5
0.5
169.20
MH #3 TO FOREBAY #2
35
10
7.5
0.5
169.90
CB#11 TO FOREBAY #2
12.4
10
6
0.5
169.50
OUTLET FROM SAND FILTER #2
1
10
5
0.5
167.80
i:gar a1 'r :tanw-1 Llna -ohnDepallm. rd of ra
dUr;n , ePAi :
y �.
Irir ' _ a 1~. �� �e'b slot
Sl ih_g1 4spliced ends , M nevi-
Ldngoudhwl
tTrichar tach
Typitai imtalkaiflop
W. th emion cwr al
b
los or t
.[rrf0r C"Mt Mots
� 1
i W9r)'v ar ifits' a oA lwj 2 rt/ftc f%gIJ1 o. r nary b I ankets s ants or startlor I wtopro f,exI
seed mW 4 unfii vegaw w betomesotablished
2 ra Ikwad ch amr1a is wry deN9n. a la c it €as ei. e, di req 6 ft/sec �5 hard 9, Lade turf r 4 nforc ma.�t
IIS W06
TEMPORARY DIVERSION DITCH LINING DETAIL
USE AMERICAN EXCELSIOR CURLEX I MATTING BLANKET
SEE INSPECTION & MAINTENANCE SCHEDULE FOR ANY MAINTENANCE.
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
SEEDING 40 lbs/acre of German millet 120 lbs/acre Rye (grain)
MIXTURE 80 lbs/acre of tall fesue 80 lbs/acre tall fesue
May 1 - August 15 October 25 December 30
SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15,
DATES - add 50 lbs/acre of annual Kobe lespedeza.
Apply 4000 lbs/acre straw or equivalent Apply 4000 lbs/acre straw or equivalent
hydroseeding. hydroseeding.
SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000
AMENDMENTS lbs/acre limestone and 750 lbs/acre 10-10-10 lbs/acre limestone and 750 lbs/acre 10-10-10
fertilizer. fertilizer.
NOT TO SCALE
TEMPORARY SEEDING SCHEDULE
6.10
1
e
.
20
TD
Defiriftion
A: tctnp r ry ride or excavated channel or cafnbination -ridge andchannet
camirwd wrims d*qg laW on a pwniu r de,
Purpose: 'To prtt work rm fram trakipe r urtofiL and to divert scdtM0Dt4&vvatter°
to a plate OVS or stile (ytrt t ,
Co
� I �� �1` pt tt d ap It t tl r a hr re r rw can be div rl d ami
di mmed of pa*rly to coWwl eIzsedimentation, or Uid damp.
Practice Appfies jp iftc l'ccat ong arrd conditions include,
above distut�d existing slope, and aboveµ cat or fill slopes to prevent
ruoff o er the
rDS65 tted slopes, as slope bra;us, to reduce slope length;
11 it w slope t �hiverr cx srun to. stabilized outlet ;
'R '. at 3" :. kp
h� .t�� to ��. .rt dtrar,:trL lad�xt water to scllr�tent ti,
at or near theae iln��t;
� l' � ��, et�rrs.t.r
.r,ttt rr �� t lsediment frtrt
ieAvi, the T s aTl
�11ii �k b lit ter l%tt�t t r�r r�r%rrttI;r
ccept-able err :ionconditions,
lemlyarary divmionli trtay also sww e as edimal"It traps when the "site has
been ov.
with dintt ti ,
9`
Planning li I, i n��,t I I d i n I ti crly l i ra; l,. x tt lrt tW and
rl1: trtt :it d .1 . , ill y r l'rcentrate at � Hove nd ir�c se erasion I anti
Consider ltions 2) Q a ,
��r�ta� .rY��rs f�rtii�ttlat ��rrc r°rt1��t e� L�,kcn lilt pl�trtrt drverslt�n gi�:�6.
T(wmuchalomo,anr hitlemsiveyvel 131 � r [i t;lt itl l t, t
outleat Achmmge r6li` Flo -pig lien steeper,S de to flatter:may crus del ttion to
omm' depd ltr i cII� tt x� and mayC4 vemppii`
and failure F* %l t ittonand dwiely o ainttinc art. el;ettt.Ial. to the
proper unc r I tit: divmi
. 1'.K':... (. ... < may. � � >i . • 5 i,,. .. .: w
It is usually lews costly to cxcavaw a channeland fb= a fidgp r dike on the
mini
i
tea c2ft Tr eta dw�,;
6 20.11
DD DIVERSION DITCH
;
DIVERSION DITCH DESTGN
DITCH #R
10 -YR
EA FLOW
�AC. ()(FT)
BOTTOM
WIDTH
FL6?W
DEPTH
OVERALL
DEPTH
FT
SIDE
SLOPES
RATIO
VELOCITY
(FPS)
LINING
TYPE
TOP
WIDTH
FT
1
2.0 9.9
2
0.9
1.5
2:1
2.9
GRASS
2
2
4.0 20.6
3
1.2.b
1.5
2;1
3.0
GRASS
2
3
2.2 .16.7
3
1.2
1.5
2:1
2.7
GRASS
2
vitw"4
r i
,
r
Figure GM4 Rock doughnui inlet r '
��§, In View
pralaefion plan ° i%, and croasmsecOm
M. 9
. A
i
1 {
MaintenanceITq tr do It h tat eat t ttrr rl v t .�1yg r lnit. ri. r
Is. y
l> � inch or grcatcf) rain ' ll event and repairirnrrto4i's y.<.
To pmvide safisfack' ay inlet protoction efficiency; r swd 't
Ile wdinwut pool Orea whan `lhe v�Wrw W decimw t tby Waif lu rill:
I Ipr Provide I elate :r^agc �� IVM i" the rim ��nn" I~aNjize e caveat d
mate, t .a propri teiv
Take ame not to damage or und- rent die snucture during r L
Remove douni tip In! t and Jv4A. .e stoneas nwc d, If the Inlet .vires
Havered %,ith merge h tl.r r ah..shouldbe cleaned. ni d ri11.
'Whca t1w Coatr ti trtt r d a r e h s b co ad az rL ly s, bill
all nuumial and diVose of.sedit ,ret ;w od ; Drip,,; the disared to.. the
grade of *a drop nt pl _ Sin,0001. �rr°�.� toulpaci: it as ne t1Vd..
I
App prialely s abtl c all herS )n d the atlet with. gwund cover,.
Refdrences i
,igen, imnorc,
6,521, ffiovk and,C34v £'Elam 111rou don t`lary
r rm, drrrr rr rr r. rde.filles ler Division .l talrnWines �INrsatrB�11
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84 LUMBER
1019 ROUTE 519
IGHTY FOUR, PA 1533Q
[phone]
51
REVISIONS
USS -PLANT XPANSINA
EROSION AND SEDIMENT CONTROL DETAILS
167 NORMA DRIVE & 200 EMMETT IRD
AVERASBORO TOWNSHIP
CO UNTY Off' HARN ITT
DUNN, NC I
PROJECT INFORMATI
54.E
i
r606
l
SCALE: '60
1
1-25-18
I
P STONE INLET PROTECTION
JOB N 0 .23 3-01
APPLICANT
OWNER - TRACT 10
OWNER TRACT 11
SURVEYOR
FLOOD PLAIN/WETLANDS NOTE WATERSHED DISTRICT
ENGINEER
84 LUMBER
PHLP
E.C.EDGERTON, JR, LLC
MERLYN J JENKINS & ASSOC., INC
PARCELS ARE LOCATED IN FLOOD PROPERTY LOCATED
AVBEL ENGINEERING
1019 ROUTE 519
10.19 ROUTE 519
P.O. BOX 393
412 WEST MARKET ST
ZONE X PER FEMA FIRM PANEL # IN BLACK WATERSHED
1019 ROUTE 519
EIGHTY FOUR, PA 15330
EIGHTY FOUR, PA 15330
DUNN, NC 28335
POTTSVILLE, PA 17901
372015, DATED JAN 2007 FOR
EIGHTY FOUR, PA 15330
724-228-8820
TAX ID 02515 0019 11
TAX ID 02515 0019 12
570-622-7708
HARNETf COUNTY
724-705-1400
DB 3366 PG 754
DB 2555 PG 46
THERE ARE NO KNOWN WETLANDS
724-228-8820
ON THE TWO PARCELS
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84 LUMBER
1019 ROUTE 519
IGHTY FOUR, PA 1533Q
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REVISIONS
USS -PLANT XPANSINA
EROSION AND SEDIMENT CONTROL DETAILS
167 NORMA DRIVE & 200 EMMETT IRD
AVERASBORO TOWNSHIP
CO UNTY Off' HARN ITT
DUNN, NC I
PROJECT INFORMATI
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ADDED DIVERSION LINER
JOB N 0 .23 3-01
STORE N0. 2383
SHEET NO. Co
DESIGN BY: JAZ
DRAWN BY: JAZ
DATE: 9 4 2017