HomeMy WebLinkAboutFMC Anderson Creek_approved site plan (4)DWQ CONSTRUCTION GENERAL PERMIT STABILIZATION REQUIREMENTS HMS XID6. INC
PIN,r 95H5- 62- 8]94.000
STABILIZATION TIMEFRAMES
(Effecbse Aug. 3, 20111
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes; swales, ditches, slopes
NNW
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are I W or less in length and are
than 2:1, 14 days
of
> a
not steeper are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
ri/ \
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
W '
MAP f( Z -202
ZONING: COMM
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1 SPOUT SPRINGS CHURCH INC.
\ PIN¢ 9585 -71- 9371.000
D6 2311, PG 820
\ MI 2010 -116
ZONING r COMM
352 \ ,Pn INLET
TFC'Tlnl
rrj r
/
3�
\ 354 V ��
CHECK
DAM
(TYPICAL)
_EGEND
SKIMMER SEDIMENT BASIN
F=
SEE DETAIL SHEET
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL SHEET
PERMANENT OUTLET PROTECTION
SEE DETAIL SHEET
DIVERSION DITCH / BERM
SEE DETAIL SHEET
0 0 SILT/TREE PROTECTION FENCE
SEE DETAIL SHEET
�..� CHECK DAM
SEE DETAIL SHEET
► °•e INLET PROTECTION
•.•e SEE DETAIL SHEET
'-VA 1CARZI
f
354 \ b SILT /TREE - ��•�p ,
44 \ \\ / PR. TECTION tiar REINFORCED SILT FENCE OUTLET O
\ \ \ 355 \ FE CE P) SEE DETAIL SHEET
Cj
�t % / / /
i 3b SEAL ca
REINFORCED VICINITY MAP _` Q�
\ \ \_ ys EINF C£D TEMPORARY SLOPE DRAIN 026466 / /SILTENCE SEE DETAIL SHEET (NOT TO SCALE)
SLOPE STABILIZATION MATTING
\. I I / / / SEE DETAIL SHEET of
GRAPHIC SCALE
MAINTENANCE PLAN TEMPORARY / �, ,/ \ \\ i / ; 35 4g 8 3y X33 30 0 15 30 60 120
CONSTRUCTION „� \ / / / \ 3J2 X vs pf DISTURBED LIMIT LINE
ENTRANCE °� \ \ \\ / / \\ \ // 355 \ I , , F 3f 3y,0 / ^ FINAL CONTOUR n
EXISTING CONTOUR --
g, A \ \ 1 I / ,� rn ♦ ( IN FEET )
N/ i' 354
/ \ \ \ \ / / / / � � , � / I inch = 30 ft. REVISIONS
SKIM ER ASIN ,
/ SEE ETAk SH��T
eea 83 PRO CTION / l l / ^�' ^10- /' MATCHL[NE
r/
SEE Tins xT
/r, H ♦ 1 S /•/ j � / / / / / / l v l / I
aT, / A V I I w TEMP RARI
Y / /
(TYEFIICAL)
rn �
I
/
355 - I 55 I I 9 I I / l l , l l l f l , ^�i
� A / l
/ slLr TREE
N
,p —/ / / CONSTRUCTION DOCUMENT
HMS RIDS MC \ I I I V A / / /j.( / / TI /
L1'0l0QPOd6\ \ \ I I I I I I l / l l / \ \\ / / , l 7 / PRO ECTI
\ I I I l / FENCE
/]1/ r \ \ - -- \ �'ARCEL ID OX398620009 i2 RAL /// NOTES �� I , \\ �� Il I. / i / , / ( ) /
/ / / /]rr \ / / Pi/d 95A8(5' ]0 4666 00 O
\ / 10 j3, ACRES \ I `I I _ l
/ / /p /] /// �S \ \\` zoNING'�COMM 1. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND
{ \ OPE I y I I I I LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON
I I AND OFF -SITE.
2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL
.354 1 N M� I I AUTHORITIES OR THE ARCHITECT.
I I I I I I 3. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF
_ DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS I I I I
/� I I A I r�
\ \ c { { I (SILT ENQE I GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ALL
' v� \\ I \ \ I I I I I I I BA FL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND OR WASTE I I I REI FOR D
/ I O
r 1
(T ICA AREAS. I IOUTt]ET (GYP
a 1 I }) I I I I I I) I I cc3
{ 4. DISTURBED AREA: 4.0 ACRES
I I jI 'I I I
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY
TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED
PrcRMANE T { I I BY CONSTRUCTION TRAFFIC. THE OWNER RESERVES THE RIGHT TO
1, TLEIT PIOTE Tl I I REQUIRE THAT A WASH STATION BE INSTALLED AT NO ADDITIONAL AVA
12' X 6" COST IF PAVEMENT AREAS ARE NOT KEPT CLEAN. I I ICL 1 S 1 RIP AP V \ I {:ARiErR. cA e PI 958]0000 6. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS OF THE GENERAL \\ � \ `\ I MAP p I O
\ \ 3 I \ I I I I I I PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT \ \ zomw : COMM \i
s8 A v v I y
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT N0. NCG010000. \\ \ \ I I I I I
�H
7. A PRECONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO WORK, A\ V A 1 I as
GRADING PERMIT AND INSTALLATION OF EROSION CONTROL. I I
TR i 1 { { V 1 1 I 1 A I I O
v / i 1 t 1 t ( I I q
PRO{TECTI N I I II 1 I t 1 1 \ \ I { 1 1 I 1 \ 8. UTILITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE CALL. I I . ..q
FEN dE {i) I i 1 \ \ \ { I I 1 1 \ \ I 1 1 ! I I 1 `--I
9. ALL TEMPORARY MEASURES SHALL BE REMOVED AT THE END OF THE
CONSTRUCTION OF THE PROJECT.
Cs
/ 10. CUT AND FILL SLOPES SHALL BE STABILIZED AS REQUIRED BY THE / /// / I I I I I I 1 1 •p.{
1 I I 1 1 I GENERAL PERMIT STABILIZATION REQUIREMENTS FOUND ON THIS SHEET.
A \ I 1 I I 1 1 I I I I t 1 { I 1 11 I I (73 r
r,�•° //� ___ �\ - V A V 1 I I I I I CH CK { 1 1 I I I I I I
CD M I I � I 1 � I I I I I li. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER SEPARATING
EXIS77NG PEDESTRIAN TRAFFIC ARES. TPCAL
7(I ,� O
a i-1
12. ALL CUT AND FILL SLOPES ARE TO BE AT A 2.5:1 MAXIMUM.
I
I I I I C NAT UC�TIiON E I�EN E
\r I I I 1 i I I I / / / // •�
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. KEEP A COPY OF THE APPROVED PLAN ON -SITE ! I /, // /, / // /,/'
AND POST APPROVAL PLACARD.
2. NOTIFY NCDENR, ARCHITECT, ENGINEER AND OWNER REPRESENTATIVE AND CONDUCT
PRE - CONSTRUCTION CONFERENCE AS REQUIRED PRIOR TO STARTING CLEARING OR ANY OTHER
CONSTRUCTION.
3. INSTALL THE GRAVEL CONSTRUC77ON ENTRANCE AND PERIMETER SILT FENCES. CLEAR ONLY AS REQUIRED TO
/ DR 767,PC: INC \ I� l / I I I I I I INSTALL THESE DEVICES. ONCE THIS IS COMPLETE, INSTALL THE SKIMMER BASIN AS INDICATED AND
( PARCEL ID: o3ss6H aosa oa / I I I I THE DIVERSIONS AND SLOPE DRAINS THAT DIRECT RUNOFF. INSTALL CHECK DAMS AS INDICATED AND INSTALL / / / / / lt
PC ss85- ]0- 0210.000 \ l I I I I I / / / / / / f�
�\ I n I I I I EROSION CONTROL MATTING IN ALL DIVERSIONS PLUS THE SKIMMER BASIN AND SPILLWAY DISCHARGE AREAS. , /
MAP T 2000 -74] / / I I I I I I / / / / / ///,
PROT)CTION / / / / / / 03
262 Ac / I ` I I I / / /
\vv
ZONING, COMM �\ v v � I / I I � I I I I � I I 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
5. BEGIN ROUGH GRADING OF THE SITE. SEED AND STABILIZE SLOPES AS THEY ARE ESTABLISHED AND AS II I I /// / // / / / / / /
TITMPOR�RY 'I I I I REQUIRED PER THE GENERAL PERMIT STABILIZA.77ON REQUIREMENTS FOUND ON THIS SHEET
/)IVERSION 6. INSPECT ALL MEASURES AND DEVCES WEEKLY AND AFTER ALL RAINFALL EVENTS, MAKE PR OMPT REPAIRS
�
xev EEweDBY me (TYPIC L I
AS NEEDED.
DATE: 1/28114
/ /
7. STABILIZE SITE IMMEDIATELY AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING AND I / / / / / / / PROJECT NUMBER: 13-005
TEMPORARY DITCH AND SLOPE LINING AS REQUIRED BY THE GENERAL PERMIT STABILIZATION REQUIREMENTS I \ \ \���/
FOUND ON THIS SHEET. STABILIZE ALL SLOPES 6:1 OR STEEPER WITH EROSION CONTROL MATTING. COUNTY xARNETr I I �� / / / / /
\ / / SIL T,//lREE / / I/ l I l l / I I I I I I �/ / / / / ZONING: COMM
PROTECTION ( / A/ l I / l l I �� / / / / / / /
8. ADDITIONAL EROSION MEASURES MAY BE NECESSARY DEPENDING ON THE PERFORMANCE OF THOSE SHOWN I I I / / / /
/ LOCATION: US HWY 87S
ON THE PLAN. THE CONTRACTOR WILL INSTALL ADDITIONAL MEASURES IF NECESSARY AS REQUIRED BY
/ l I l / / I I NCDENR, OWNER, ARCHITECT, OR ENGINEER. I I I I / `� / / / / / / / / TOWNSI-nr: BAR13EQUE
/ / / / / f I I I I I // �`, / / // / / // / / SITE SEDIMENTATION
/ l I / / I 9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED; CALL FOR INSPECTION BY NCDENR. I I I I \mil / /� / / / / / / AND EROSION
\ \ \ \ \ \\ I 4 / / / lI / \ / I I / l� I / / 10. WHEN SITE IS APPROVED BY NCDENR INSPECTOR; COVERT SKIMMER BASIN TO PERMANENT INFILTRATION DEVICE
AND STABILIZE THIS AREA. I I �/ / / / / / / / / / CONTROL PLAN
11.
ONCE REMAINING VEGETATION IS ESTABLISHED, CALL FOR A FINAL INSPECTION BY NCDENR TO C4,01
OBTAIN A CERTIFICATE OF COMPLETION AND REMOVE REMAINING PERIMETER MEASURES.
SEE THIS SHEET
JANUARY 2014
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SEALS
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354 \ b SILT /TREE - ��•�p ,
44 \ \\ / PR. TECTION tiar REINFORCED SILT FENCE OUTLET O
\ \ \ 355 \ FE CE P) SEE DETAIL SHEET
Cj
�t % / / /
i 3b SEAL ca
REINFORCED VICINITY MAP _` Q�
\ \ \_ ys EINF C£D TEMPORARY SLOPE DRAIN 026466 / /SILTENCE SEE DETAIL SHEET (NOT TO SCALE)
SLOPE STABILIZATION MATTING
\. I I / / / SEE DETAIL SHEET of
GRAPHIC SCALE
MAINTENANCE PLAN TEMPORARY / �, ,/ \ \\ i / ; 35 4g 8 3y X33 30 0 15 30 60 120
CONSTRUCTION „� \ / / / \ 3J2 X vs pf DISTURBED LIMIT LINE
ENTRANCE °� \ \ \\ / / \\ \ // 355 \ I , , F 3f 3y,0 / ^ FINAL CONTOUR n
EXISTING CONTOUR --
g, A \ \ 1 I / ,� rn ♦ ( IN FEET )
N/ i' 354
/ \ \ \ \ / / / / � � , � / I inch = 30 ft. REVISIONS
SKIM ER ASIN ,
/ SEE ETAk SH��T
eea 83 PRO CTION / l l / ^�' ^10- /' MATCHL[NE
r/
SEE Tins xT
/r, H ♦ 1 S /•/ j � / / / / / / l v l / I
aT, / A V I I w TEMP RARI
Y / /
(TYEFIICAL)
rn �
I
/
355 - I 55 I I 9 I I / l l , l l l f l , ^�i
� A / l
/ slLr TREE
N
,p —/ / / CONSTRUCTION DOCUMENT
HMS RIDS MC \ I I I V A / / /j.( / / TI /
L1'0l0QPOd6\ \ \ I I I I I I l / l l / \ \\ / / , l 7 / PRO ECTI
\ I I I l / FENCE
/]1/ r \ \ - -- \ �'ARCEL ID OX398620009 i2 RAL /// NOTES �� I , \\ �� Il I. / i / , / ( ) /
/ / / /]rr \ / / Pi/d 95A8(5' ]0 4666 00 O
\ / 10 j3, ACRES \ I `I I _ l
/ / /p /] /// �S \ \\` zoNING'�COMM 1. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND
{ \ OPE I y I I I I LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON
I I AND OFF -SITE.
2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL
.354 1 N M� I I AUTHORITIES OR THE ARCHITECT.
I I I I I I 3. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF
_ DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS I I I I
/� I I A I r�
\ \ c { { I (SILT ENQE I GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ALL
' v� \\ I \ \ I I I I I I I BA FL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND OR WASTE I I I REI FOR D
/ I O
r 1
(T ICA AREAS. I IOUTt]ET (GYP
a 1 I }) I I I I I I) I I cc3
{ 4. DISTURBED AREA: 4.0 ACRES
I I jI 'I I I
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY
TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED
PrcRMANE T { I I BY CONSTRUCTION TRAFFIC. THE OWNER RESERVES THE RIGHT TO
1, TLEIT PIOTE Tl I I REQUIRE THAT A WASH STATION BE INSTALLED AT NO ADDITIONAL AVA
12' X 6" COST IF PAVEMENT AREAS ARE NOT KEPT CLEAN. I I ICL 1 S 1 RIP AP V \ I {:ARiErR. cA e PI 958]0000 6. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS OF THE GENERAL \\ � \ `\ I MAP p I O
\ \ 3 I \ I I I I I I PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT \ \ zomw : COMM \i
s8 A v v I y
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT N0. NCG010000. \\ \ \ I I I I I
�H
7. A PRECONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO WORK, A\ V A 1 I as
GRADING PERMIT AND INSTALLATION OF EROSION CONTROL. I I
TR i 1 { { V 1 1 I 1 A I I O
v / i 1 t 1 t ( I I q
PRO{TECTI N I I II 1 I t 1 1 \ \ I { 1 1 I 1 \ 8. UTILITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE CALL. I I . ..q
FEN dE {i) I i 1 \ \ \ { I I 1 1 \ \ I 1 1 ! I I 1 `--I
9. ALL TEMPORARY MEASURES SHALL BE REMOVED AT THE END OF THE
CONSTRUCTION OF THE PROJECT.
Cs
/ 10. CUT AND FILL SLOPES SHALL BE STABILIZED AS REQUIRED BY THE / /// / I I I I I I 1 1 •p.{
1 I I 1 1 I GENERAL PERMIT STABILIZATION REQUIREMENTS FOUND ON THIS SHEET.
A \ I 1 I I 1 1 I I I I t 1 { I 1 11 I I (73 r
r,�•° //� ___ �\ - V A V 1 I I I I I CH CK { 1 1 I I I I I I
CD M I I � I 1 � I I I I I li. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER SEPARATING
EXIS77NG PEDESTRIAN TRAFFIC ARES. TPCAL
7(I ,� O
a i-1
12. ALL CUT AND FILL SLOPES ARE TO BE AT A 2.5:1 MAXIMUM.
I
I I I I C NAT UC�TIiON E I�EN E
\r I I I 1 i I I I / / / // •�
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. KEEP A COPY OF THE APPROVED PLAN ON -SITE ! I /, // /, / // /,/'
AND POST APPROVAL PLACARD.
2. NOTIFY NCDENR, ARCHITECT, ENGINEER AND OWNER REPRESENTATIVE AND CONDUCT
PRE - CONSTRUCTION CONFERENCE AS REQUIRED PRIOR TO STARTING CLEARING OR ANY OTHER
CONSTRUCTION.
3. INSTALL THE GRAVEL CONSTRUC77ON ENTRANCE AND PERIMETER SILT FENCES. CLEAR ONLY AS REQUIRED TO
/ DR 767,PC: INC \ I� l / I I I I I I INSTALL THESE DEVICES. ONCE THIS IS COMPLETE, INSTALL THE SKIMMER BASIN AS INDICATED AND
( PARCEL ID: o3ss6H aosa oa / I I I I THE DIVERSIONS AND SLOPE DRAINS THAT DIRECT RUNOFF. INSTALL CHECK DAMS AS INDICATED AND INSTALL / / / / / lt
PC ss85- ]0- 0210.000 \ l I I I I I / / / / / / f�
�\ I n I I I I EROSION CONTROL MATTING IN ALL DIVERSIONS PLUS THE SKIMMER BASIN AND SPILLWAY DISCHARGE AREAS. , /
MAP T 2000 -74] / / I I I I I I / / / / / ///,
PROT)CTION / / / / / / 03
262 Ac / I ` I I I / / /
\vv
ZONING, COMM �\ v v � I / I I � I I I I � I I 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
5. BEGIN ROUGH GRADING OF THE SITE. SEED AND STABILIZE SLOPES AS THEY ARE ESTABLISHED AND AS II I I /// / // / / / / / /
TITMPOR�RY 'I I I I REQUIRED PER THE GENERAL PERMIT STABILIZA.77ON REQUIREMENTS FOUND ON THIS SHEET
/)IVERSION 6. INSPECT ALL MEASURES AND DEVCES WEEKLY AND AFTER ALL RAINFALL EVENTS, MAKE PR OMPT REPAIRS
�
xev EEweDBY me (TYPIC L I
AS NEEDED.
DATE: 1/28114
/ /
7. STABILIZE SITE IMMEDIATELY AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING AND I / / / / / / / PROJECT NUMBER: 13-005
TEMPORARY DITCH AND SLOPE LINING AS REQUIRED BY THE GENERAL PERMIT STABILIZATION REQUIREMENTS I \ \ \���/
FOUND ON THIS SHEET. STABILIZE ALL SLOPES 6:1 OR STEEPER WITH EROSION CONTROL MATTING. COUNTY xARNETr I I �� / / / / /
\ / / SIL T,//lREE / / I/ l I l l / I I I I I I �/ / / / / ZONING: COMM
PROTECTION ( / A/ l I / l l I �� / / / / / / /
8. ADDITIONAL EROSION MEASURES MAY BE NECESSARY DEPENDING ON THE PERFORMANCE OF THOSE SHOWN I I I / / / /
/ LOCATION: US HWY 87S
ON THE PLAN. THE CONTRACTOR WILL INSTALL ADDITIONAL MEASURES IF NECESSARY AS REQUIRED BY
/ l I l / / I I NCDENR, OWNER, ARCHITECT, OR ENGINEER. I I I I / `� / / / / / / / / TOWNSI-nr: BAR13EQUE
/ / / / / f I I I I I // �`, / / // / / // / / SITE SEDIMENTATION
/ l I / / I 9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED; CALL FOR INSPECTION BY NCDENR. I I I I \mil / /� / / / / / / AND EROSION
\ \ \ \ \ \\ I 4 / / / lI / \ / I I / l� I / / 10. WHEN SITE IS APPROVED BY NCDENR INSPECTOR; COVERT SKIMMER BASIN TO PERMANENT INFILTRATION DEVICE
AND STABILIZE THIS AREA. I I �/ / / / / / / / / / CONTROL PLAN
11.
ONCE REMAINING VEGETATION IS ESTABLISHED, CALL FOR A FINAL INSPECTION BY NCDENR TO C4,01
OBTAIN A CERTIFICATE OF COMPLETION AND REMOVE REMAINING PERIMETER MEASURES.
SEE THIS SHEET
JANUARY 2014