20090940 Ver 1_Stormwater Site Plans_20091008

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¦WSPoSELLS
Transportation & Infrastructure
October 8, 2009
NC Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Blvd., Suite 250
Raleigh, North Carolina 27604
919-715-3425
Attention: Mr. Ian McMillan
Reference: Permit Application
Storm Water Management Plan
Dan River Combined Cycle Project
Eden, Rockingham County, NC
Dear Mr. McMillan:
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0 C T 8 2009
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
On behalf of Duke Energy, please find attached one copy of the Storm Water Management Plan,
one copy of the calculations with checklists, and Operations and Maintenance Agreements for the
bioretention area and the wet detention basin, and one copy of the Stormwater Management Permit
Application for the above referenced project.
In summary, the proposed power plant expansion will encompass a 68-acre disturbed area that
includes the power plant expansion area, laydown yards, employee parking, and borrow/stockpile
areas. The expansion area is just north of the existing Dan River Steam Station facility. The erosion
and sediment control plan is currently under review by NCDENR Winston-Salem office.
If you have any questions or require additional information, please contact us.
Respectfully submitted,
WSP SELLS
Jonathan A. Carter, P.E.
Project Manager
cc: Mr. Robert Wylie, Duke Energy
Mr. Sam Roushar, P.E., Shaw Fossil Power
Mr. Wayne Love, P.E., Shaw Power
Mr. Dan Secary, P.E., Shaw Fossil Power
NORTH CAROLINA 128 Overhill Drive
' ? ?-UT Suite 105
?,:,? ? - U'ETTS Mooresville, NC 281 17
Nr ; ` 1P'HIRE Tel: [phone]
NI Fax: [phone]
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% CALL ULOCO 1 . CONTRACTOR IS FULL \ ~ ~ ~ ~ ~ `t -0~ ~ < r, +,r , ri~ rr ~~:/j,~'~f,' t \ rJ`;f ROBERT WYLIE ~ ~ t rr ~ r/ I ry I 6 v I
Y RESPONSIBLE FOR CONTACTING 1 \ 1 \t, i °'-0 ~ ' ~ ' 1 ~ ~ ~ % ' ~ t• ~ ; • /,i / PH: 704-382-4669 ~ r / r ~r ~ 9 J J?° 1 r ~ J fr/ r r//l o
it BEFORE YOU D(G APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILII1ES ~~"1,\ 03: ~ 1 ~ ~ ~ 1~ r~;~.--'~ ~ ~ t ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. ~ \ /r ~ ~ 1 r ~ f,,,•~, ' ~ , ~ r r / r y rq r°f J ~>1! it /r ii~~~r rr l ~ / FX: 704-632-1681 ~ N
0 2 . CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USWG NORTH t ` ~ ~ ' ~ ' ~ ` / • w + i ) a ~ 1 t ~Jlr ~ rir ~ i ,.r11 !!i rrr Z ~ I
FLAGMEN, ETC„ AS NECESSARY TO INSURE SAFETY TO THE 'u~ ~ r ' ~ C} f \ r°-'. 1/ 1v 1°~. s ? , J iii ~~~~,g r / in w u J f/ ? r'/'% ~ CIVIL ENGINEER: ~ ~ w i , J , J, ~~~r1 , WSP SELLS w a
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3 . ALL PAVEMENT CU S CO C r 4 . W t ` ~ j T , N RETE OR ASPHALT, ARE TO BE z ,~a,~.'.'< ~ r, M r f~l dl lJr ! I/!h/~`irl , rf/~ ~ ~ > ~
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA ~ ~ , ~ 't ~ DEPARTMENT OF TRANSPORTATION. 0 100 200 400 ~ihl~T pr1Al ~ ~ \ \ ~ i `t ti"~°~ ' _ . ? r;~;rJ ,~lJr; rrr/ NC - LICENSE N0. F-0891 a ,~J~ ,r
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(IN FEET) PH: 704-662-0100 co
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HWY vz THE PROPOSED. CONSTRUCTION AT THE pAN RIVER PLANT IS PHASE-1 THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED 135 2 Z w FOR THE EXPANSION OF FACILITIES aND STORAGE OF UNTIL THE SITE IS COMPLETELY STABILIZED AFTER AFTER ON FINAL PLAT. Sao------ -EXISTING GRADE CONTOUR v d:
V,~ ~ ~ CONSTRUCTION LAYDOWN MATERIALS. THE SITE TO BE 1. OBTAIN PLAN APPROVAL AND PERMITS PRIOR TO ~ CONSTRUCTION. DURING CONSTRUCTION THE CONTRACTOR '.CONTRACTOR 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED ~
~C ~9~ ~ SI DEVELOPED IS APPROXIMATELY 3 WITH A SHALL BE RESPONSIBLE FOR INSPEC110N AND MAINTENANCE PROPOSED DISTURBED AREA OF 66.0 ACRES, BEGINNING WORK. AND SCHEDULE PRECONSTRUCTION OF ALL EROSION AND SEDIMENT CONTROL STRUCTURES. VD MAINTENANCE EROSION CONTROL PLAN IS A VIOLATION OF THE STATE ~ P iRUCTURES. SEDIMENTATION CONTROL LAW AND lS SUBJECT TO A -PROPOSED GRADE CONTOUR ~.r e
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3~ TO 7% WITH SOILS ON SITE BEING CLASSIF ED A • FOR STABILITY AND OPERATION FOLLOWING ANY ) I S, 3. INSTALL CONSTRUCTION ENTRANCE. ~ 4, CLEAR AND GRUB AREAS FOR SEDIMENT BASINS 3 AND RAINFALL PRODUCING RUNOFF AND AT LEAST ONCE T LEAST ONCE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED N i
~ SYMBOL NAME HYDgQ~.GiC GROUP B; SEDIMENT TRAPS 4, 5, 6, AND 7; TEMPORARY EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE SHALL BE MADE BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION ~ ~1 -TEMPORARY DIVERSION DITCH ~U '
e N STOKESDALE ~ AyC AYERSVILLE HYDROLOGIC GROUP B DIVERSION DITCHES 1 AND 2. UNTIL BASINS AND IMMEDIATELY SO THAT ALL EROSION CONTROL F~F ~ N 6g g AyF AYERSVILLE HYDROLOGIC GROUP B DITCHES ARE INSTALLED NO FURTHER CLEARING IS TO MEASURES ARE MAINTAINED AS DESIGNED. ~ONTROL CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, INED. SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
his ~ ~G 1y Cm6 CLOVER HYD 2. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED A CRS, 6S ROLOGIC GROUP B TAKE PLACE. ED, RESEEDED AS OF COMPLETION OF ANY PHASE OF GRADING, BE pD1 PDl -PERMANENT DIVERSION DITCH
Fk ~5 CmD CLOVER HYDROLOGIC GROUP B NOTE: CONTRACTOR TO TAKE DUE CARE NOT TO NECESSARY, AND MULCHED IN ACCORDANCE WITH THI RO UD UDORTHENTS HYDROLOGIC GROUP C EXCEED FLAGGED LIMITS OF DISTURBANCE. ANY SEEDING SPECIFICATIONS IN ORDER TO MAINTAIN A DANCE WITH 111E PLANTED OR OTHERIMSE PROVIDED WITH TEMPORARY OR ~ ~ MAINTAIN A PERMANENT GROUND COVER, DEVICES, OR STRUCTURES ~
VARIANCES FROM APPROVED PLANS WILL REQUIRE DENSE VEGETATIVE COVER. SUFfiCIENT TO RESTRAIN EROSION. THE ANGLE FOR -TEMPORARY POROUS BAFFLES N 0
h~ 2 SUBMITTAL OF REVISED PLANS TO NCDENR AND 3, SEDIMENT DEPOSITS SHALL BE REMOVED FROM 'ED FROM GRADED SLOPES AND FILLS MUST BE DEMONSTRATED 0 p, EVENT OR TO BE STABLE. STABLE IS THE CONDITION WHERE THE
y~y THERE ARE EXISTING WETLAND AREAS APPROXIMATELY 0.133 SUBSEQUENT APPROVAL BEFORE PROCEEDING WITH THE SEDIMENT FENCE AFTER EACH STORM EVENT OR ACRES THAT WILL BE FILLED UNDER THE USAGE 404 PERMIT WORK. SEDIMENT FENCE SHOULD BE REPLACED. THEY MUST ED. THEY MUST SOIL REMAINS IN ITS ORIGINAL CONFIGURA110N, WITH OR -TEMPORARY SILT FENCE ~ 3
~ x N ACTION iD SAW-2009-01653 NWP CO ROL L BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY WINSTON-SALEM ~ ~ N # /GP# 39 ISSUED 5, REFER TO EROSION AND SEDIMENT NT PAN A Y SED ENT APPROXIMATELY WITHOUT MECHANICAL CONSTRAINTS. ~
J O SEPTEMBER 22, 2009. THE 401 WATER QUALITY CER1TFlCATION PHASE 2 FOR CONSTRUCTION SEQUENCE AFTER PHASE HALF THE HEIGHT OF THE BARRIER. N IM ANY SEDIMENT 4. ADDITIONAL MEASURES TO CONTROL EROSION AND ~ ~ ii THE SEDIMENT SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF -SILT FENCE STONE OUTLET ~
EXIT 8 ~tP HAS BEEN SUBMITTED AND IS UNDER REVIEW. 1 IS COMPLETED. DEPOSITS REMAINING IN PLACE AFTER THE SEDIMENT 6. NO EROSION CONTROL MEASURES IN EITHER PHASE 1, FENCE IS REMOVED SHALL BE DRESSED TO CONFORM :D TO CONFORM NCDENR OR ROCKINGHAM COUNTY. ~ ~
I-40 Business - BORROW PIT'S AND STOCKPILE AREAS HAVE BEEN DELINEATED. 2, 3, AND 4 WILL BE REMOVED UNTIL THE AREAS TO THE EXISTING GRADE, PREPARED AND SEEDED. { 40 RALEIGH ANY OTHER SOILS LEAVING OR ENTERING THE SITE WILL NEED DRAINING TO SUCH MEASURES NAVE BEEN TOTALLY 4. CHECK DAMS SHALL BE CLEANED OUT WHEN THE LEA 4ND SEEDED. 5. MAXIMUM GRADED SLOPES ARE 2:1. WHEN STEEPER f WHEN THE LEVEL SLOPES MUST BE USED, PLANS SHALL BE SEALED BY A -BLOCK AND GRAVEL INLET PROTECTION ~
TO BE TO OR FROM A SITE WITH AN APPROVED EROSION AND STABILIZED AND PERMISSION RECEIVED FROM A OF SEDIMENT REACHES THE MID-DEPTH POINT BELOW iH POINT BELOW GEOTECWNICAL ENGINEER FOR SLOPE STABILITY AND ~ ~
SEDIMENT CONTROL PLAN. REPRESENTATIVE ON THE NCDENR LAND QUALITY THE WEIR ELEVATION. WASHED STONE SHALL BE E SHALL BE FINAL SURFACE STABILIZATION. ~ ~
SECTION. CLEANED OR REPLACED WHEN THE SEDIMENT POOL N~ 1-40 THE SCOPE OF WORK WILL INCLUDE INSTALLATION OF EROSION LONGER DRAINS PROPERLY. :DIMENT POOL NO 6. THE DEVELOPER SHALL MAINTAIN EACH S1R£AM, CREEK, 0 OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE ~
STATESVILLE NOT TO SCALE CONTROL MEASURES CLEARING AND GRUB 5. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED BING, EXCAVATION, SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING ED ON EXPOSED AND SHALL REMOVE FROM THE CHANNEL AND BANKS ~
STOCKPILING, CONSTRUCTION LAY DOWN, CONSTRUC110N OF COMPLETION OF A Y PHASE OF GRADING• PERMANEN' OLLOWING OF THE STREAM ALL DEBRIS, LOGS, UMBER, JUNK AND QNG; PERMANENT O1NER ACCUMULA110NS.
~T 7~,~ NEW FAGLITIES AND AN EMPLOYEE PARKING LOT, N VI CIl Y I T V tV1AP UPON COMPLETION AND STABILIZATION OF THE PROJECT, GROUND COVER FOR ALL DISTURBED AREAS WITHIN i AREAS WITHIN 15 7. ALL FLOW FROM PERMANENT /TEMPORARY DITCHES ~
SEDIMENT TRAP ST-1 WILL BE CLEANED OUT AND CONVERTED WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER I CS (WHICHEVER IS SHOULD BE DIRECTED TOWARDS SEDIMENT TRAPS ~
TO A BIORETENTION AREA AND SET)IEMENT BASIN SB-2 WILL SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION BE CLEANED AND CONVERTED TO PERMANENT WET DETENTION OR DEVELOPMENT. CONSTRUCTION AND/OR BASINS UNTiL SITE IS COMPLETELY STABILIZED. ® 8. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION !
POND. (SEE PHASE 4 FOR LOCATIONS OF ST-1 AND SB-2) 6. ADDITIONAL MEASURES TO CONTROL EROSION ANO iROSION ANO CONTROL MAT EQUIVALENT TO NORTH AMERICAN GREEN ~
SEDIMENT MAY Bf REQUIRED BY NCDENR. :NR. SC75. ~
ALL AREAS DETERMINED BY AUTOCAD. 9. DE-WATERING OF THE WORK AREA DIRECTLY INTO A P STREAM, CREEK, WETLAND, ETC. IS PROHIBITED.
DAN RIVER IS THE RECIEVEING WATER. 10. DEMOLI110N MATERIAL HAULED FROM THE SITE MUST BE
CLASS AND INDEX NUMBER: C 22 - (39) DISPOSED OF AT A PERMITTED FACILITY. 11. NCDENR MUST INSPECT SITE PRIOR TO REMOVAL OF
SEDIMENTATION CONTROL MEASURES. 2, yeaooaa~aarl$,
12. PROVIDE NOTICE TO NCDENR RRIOR TO iNI11A110N OF O ``e`~~ ~~~°`®o°r
i ~ s SHEET 2.1 ~ SHEET 2.3 n Z LAND-DISTURBING AC11VI7Y. ~,,t ~ Z.3 13. EROSION CONTROL PLAN APPROVAL CERTIFICATE WiLL s ~.'~°$,~~,a°e'~~.5~°`~
} ST-5 ~ , t BE DISPLAYED AND A COPY OF THE APPROVED EROSION
r r ~ rr/ J~ i „r ri CONTROL PLAN MUST BE AVAILABLE ONSIIE. A 14. ALL EROSION CONTROL MEASURES SHALL BE ~ !
CONSTRUCTED IN ACCORDANCE WiTH 1HE NC EROSION 0 100 200 400 a
r. r r }1 t i AND SEDIMENT CONTROL PLANNING AND DESIGN ~ ~ ,~~G+,- r~~a MANUAL ~ ~ '°.,'~',~~~F~~~~:°° ~'~,°vv
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RE4ISED PER NCDENR COMMENTS y 10/7/09 DATED 9/22/09
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c - 1...,~...._ ~ TITLE
Q P d ~7~ /
h Q ~ ~ 4 EROSION & SEDIMENT
;CONTROL PLAN
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C W w SHEET N
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Q.

EDEN R CLARENCE E. STADIUM D 0
T a LL STONE HWY• ~ O ° STONEVI E ~ L
W KINGS ~ y w .
5 HWY 2~ o>x PHASE-2 THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOW 1~ y w UNTIL THE SITE IS COMPLETELY STABILIZED AFTER TALL BE FOLLOWED 1. ON-SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED d.a tN0
G~ 1, SEE EROSION AND SEDIMENT CONTROL PLAN PHASE 1 CONSTRUCTION. DURING CONSTRUCTION THE CONTRALTI IZED AFTER ON FINAL PLAT. ------7so -EXISTING GRADE CONTOUR ~9 ~ THE CONTRACTOR 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED ~
~C ~q~ STE FOR CONSTRUCTION SEQUENCE PRIOR TO PHASE 2 SHALL BE RESPONSIBLE FOR INSPEC110N AND MAINTEN 2 OPERATIONS. OF ALL EROSION AND SEDIMENT CONTROL STRUCTURES iN AND MAINTENANCE EROSION CONTROL PLAN IS A VIOLATION OF THE STATE ~ ti
0 0~ 2. ALL NECESSARY EROSION CONTROL MEASURES ARE TO OL STRUCTURES. SEDIMENTATION CONTROL. LAW AND IS SUBJECT TO A -PROPOSED GRADE CONTOUR ¦ FINE. y ~
cNV REMAIN IN PLACE UNTIL THE SITE IS TOTALLY 1. ALL EROSION CONTROL MEASURES SHALL BE CHE S SHALL BE CHECKED 3. STABILIZATION IS THE BEST FORM OF EROSION
STABILIZED AND PERMISSION RECEIVED FROM A FOR STABILITY AND OPERATION FOLLOWING ANY RAINFALL P ODUCI G UNOFF AND AT LEAS 0 'OLLOWING ANY CONTROL THE ANGLE FOR GRADED SLOPES SHALL BE -LIMITS OF DISTRUBANCE ro e~- ID AT LEAST ONCE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED L QO
r REPRESENTATIVE OF THE NORTH CAROLINA R N R T N ~ DEPARTMENT OF ENVIRONMENTAL AND NATURAL EVERY WEEK. ANY NEEDED REPAIRS SHALL BE I iIRS SHALL BE MADE BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION N
9 N STOKESDALE ~ RESOURCES LAND QUALITY SECTION. IMMEDIATELY SO THAT ALL EROSION CONTROL F~ c 6~ ( ) ON CONTROL CONTROL DEVICES OR STRUCTURES. iN ANY EVENT, TD1 -''4'- TD1 -r- -TEMPORARY DIVERSION DITCH C U
F~sy~- t,G X58 3. MAINTAIN CONSTRUCTI0N ENTRANCES. REPLACE STONE MEASURES ARE MAINTAINED AS DESIGNED. CRF 6S ~Y~ AS NECESSARY. FOLLOW MAINTENANCE PROCEDURES 2. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDE lESIGNED. SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS Z 11LIZED, RESEEDED AS OF COMPLETION OF ANY PHASE OF GRADING, BE pD1 PD1 -PERMANENT DIVERSION DITCH ojj ~ U
~5 FOR KEEPING DITCHES, TRAPS, AND BASINS NECESSARY, AND MULCHED IN ACCORDANCE WITH Rp OPERAT10NAL ON REQUIRED BASIS. SEEDING SPECIFICATIONS IN ORDER TO MAINTAIN :CORDANCE WITH THE PLANTED OR OTHERWISE PROVIDED V~TH TEMPORARY OR
GUS 4. COMMENCE CONSTRUCTION ON CONSTRUCTION TRAILER DENSE VEGETAI1VE COVER. .R TO MAINTAIN A PERMANENT GROUND COVER, DEVICES, OR STRUC7URES SUFFICIENT TO RESTRAIN EROSION. THE ANGLE FOR .,~_,.Q p~.,~ _ TEMPORARY POROUS BAFFLES C ~ N
Z y AREA, ASH PILE LAYDOWN AREA, AND NRSG LAYDOWN 3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM :MOVED FROM GRADED SLOPES AND FILLS MUST BE DEMONSTRATED Q ~ ~
n ~ AREA ONLY. SEDIMENT FENCE AFTER EACH STORM EVENT OR 'ORM EVENT OR TO BE STABLE. STABLE IS THE CONDITION WHERE THE ~ ~ ~
y 5. INSTALL STONE BASE, SEED AND MULCH DISTURBED SEDIMENT FENCE SHOULD BE REPLACED. THEY 6 WINSTON-SALEM 5 ~,t ~N AREAS IN LAYDOWN AREAS. BE REMOVED WHEN DEPOSITS REACH APPROXIMA' 'LACED. THEY MUST SOIL REMAINS IN ITS ORIGINAL CONFIGURATION, WITH OR -TEMPORARY SILT FENCE aCH APPROXIMATELY WITHOUT MECHANICAL CONSTRAINTS. t~ ~
J D 6. REFER TO EROSION AND SEDIMENT CONTROL PLAN HALF THE HEIGHT OF THE BARRIER. ANY SEDIME :R. ANY SEDIMENT 4. ADDITIONAL MEASURES TO CONTROL EROSION AND ¦
EXIT $ ~tP PHASE 3 FOR CONSTRUCTION SEQUENCE AFTER PHASE DEPOSITS REMAINING IN PLACE AFTER THE SEDIMI 2 {S COMPLETED. FENCE IS REMOVED SHALL BE DRESSED TO CONE FTER THE SEDIMENT SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF L¦ rn - SILT FENCE STONE OUTLET ESSED TO CONFORM NCDENR OR ROCKINGHAM CQUNTY.
I-40 Business ~ 7. WHEN GROUND GOVER ESTABLISHED AND PERMISSION TO THE EXISTING GRADE, PREPARED AND SEEDED I-40 RALEIGH 4. CHECK DAMS SHALL BE CLEANED OUT WHEN THE ED AND SEEDED. 5. MAXIMUM GRADED SLOPES ARE 2:1. WHEN STEEPER
RECEIVED FROM A REPRESENTATIVE OF NCDENR, OUT WHEN THE LEVEL SLOPES MUST BE USED, PLANS SHALL BE SEALED BY A pp--qq -BLOCK AND GRAVEL INLET PROTEC110N ~ DEPTH POINT BELOW GEOTECHNICAL ENGINEER FOR SLOPE STABILITY AND t,_d ~ ~
EROSION CONTROL MEASURES MAY BE REMOVED, OF SEDIMENT REACHES THE MID-DEPTH POINT BE BASINS CLEANED OF SEDIMENT AND CONVERTED TO THE WEIR ELEVATION. WASHED STONE SHALL BE TONE SHALL BE FINAL SURFACE STABILIZATION. ~ ~
r 1_4,0 WET DETENTION PONDS. CLEANED OR REPLACE6 WHEN THE SEDIMENT POC E SEDIMENT POOL NO 6, THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, ~ ~
STATESVILLE LONGER DRAINS PROPERLY. NOT TO SCALE 5. GROUND COVER SHALL BE ESTABLISHED ON EXPO OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE >r > !ISHED ON EXPOSED AND SHALL REMOVE FROM THE CHANNEL AND BANKS ~
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING fS FOLLOWING OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND
TTT~f A T ~tT A,~ 1r~ COMPLETION OF ANY PHASE OF GRADING; PERMA Y d t~.lt \T,[ ~1 ,1:V.tA•.1~ GROUND COVER FOR ALL DISTURBED AREAS WiTHI GRADING; PERMANENT OTHER ACCUMULATIONS, LED AREAS WITHIN 15 7. ALL FLOW FROM PERMANENT /TEMPORARY DITCHES i
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEV DAYS (WHICHEVER IS SHOULD BE DIRECTED TOWARDS SEDIMENT TRAPS N
SHORTER) FOLLOWING COMPLETION OF CONSTRUCT OF CONSTRUCTION AND/OR BASINS UNTIL SITE 1S COMPLETELY STABILIZED. >
OR DEVELOPMENT. 6. ADDITIONAL MEASURES TO CONTROL EROSION ANC 8. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION Q OL EROSION AND CONTROL MAT EQUIVALENT TO NORTH AMERICAN GREEN 00
SEDIMENT MAY BE REQUIRED BY NCDENR. NCDENR. SC75. e~-
9. DE-WATERING OF THE WORK AREA DIRECTLY INTO A
STREAM, CREEK, WETLAND, ETC. IS PROHIBITED. 10. DEMOLITION MATERIAL HAULED FROM THE SITE MUST BE
DISPOSED OF AT A PERMITTED FACILITY.
11. NCDENR MUST INSPECT SITE PRIOR TO REMOVAL OF SEDIMENTATION CONTROL. MEASURES. Z o®o++w+++HtraraaPP
12. PROVIDE NOTICE TO NCDENR PRIOR TO INITIATION OF p aooo~~ iG~,~ PPPP
~ ~ ~ SHEET 3. SHEET 3.3 LAND-DISTURBING ACTIVITY. 4r°pQ`,~~°~`>„~~° ~rPy 13. EROSION CONTROL PLAN APPROVAL CERTIFICATE WILL y ye°~, ~ Q '°p
~ ST- ~ 5 ~ BE DISPLAYED AND A COPY OF THE APPROVED EROSION `
J , gg rr CONTROL PLAN MUST BE AVAILABLE ONSITE. $
'ff*„ rjrn j yrd ^ t }~1 14. ALL EROSION CONTROL MEASURES SHALL BE ~ a CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION ~ q
" S} ~ AND SEDIMENT CONTROL PLANNING AND DESIGN 0 100 200 400 ~ ~ ~~°s~V:
/ `r ~ ~ 1 r ip MANUAL ~.,~'~',~~~1N~.~'
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r T-4 ~ (IN FEET) Pa+aa i++pj~,~.
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G 'i C ~ N~ y J d'"'l r7 ~ REVISED FER NCDENR COMMENTS } 1 AC 10/7/09 DATED 9/22/09
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d ~ _ w DRAWN BY: JAC CHECKED BY: DEB
Q 0 ~ TITLE
Q a EROSION & SEDIMENT
a0 CONTROL PLAN
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EDEN UM DR ~ o
T CLARENCE E. STADI STONE HWY' o cod oL NoT~s: L
STONEVILLE N ~ o W KINGS ~ w , ~ N
Hyyr( Z2 c~~ PHASE-3 THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED .L BE FOLLOWED 1, ON-SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED 'a' ~ D AFTER ON FINAL PLAT, Aso---~ -EXISTING GRADE CONTOUR ~ d;
1~5 y ~ UNTIL THE SITE IS COMPLETELY STABILIZED AFTER G~ L SEE EROSION AND SEDIMENT CONTROL PLAN PHASE 2 CONSTRUCTON. DURING CONSTRUCTION THE CONTRACTOR 1E CONTRACTOR 2, GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED ~ p
SITE FOR CONSTRUCTION SEQUENCE PRIOR TO CUT AND FILL SHALL BE RESPONSIBLE FOR INSPEC110N AND MAINTENAN AND MAINTENANCE EROSION CONTROL PLAN IS A VIOLATION OF THE STATE L. I~
~ OPERATIONS. OF ALL EROSION AND SEDIMENT CONTROL STRUCTURES. o ate" 2. ALL NECESSARY EROSION CONTROL MEASURES ARE TO STRUCTURES. SEDIMENTA110N CONTROL LAW AND IS SUBJECT TO A -PROPOSED GRADE CONTOUR w~.e ¦ FINE. to i~
~ REMAIN IN PLACE UN11L THE SITE IS TOTALLY 1, ALL EROSION CONTROL MEASURES SHALL BE CHECk iHALL BE CHECKED 3. STABILIZA110N IS THE BEST FORM OF EROSION ~ r"
STABILIZED AND PERMISSION RECEIVED FROM A FOR STABILITY ANA OPERATION FOLLOWING ANY !OWING ANY CONTROL. THE ANGLE FOR GRADED SLOPES SHALL BE -LIMITS OF DISTRUBANCE L ~ AT LEAST ONCE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED y~ N
~ REPRESENTAI1VE OF THE NORTH CAROLINA RAINFALL PRODUCING RUNOFF AND AT LEAST ONCE Z• DEPARTMENT OF ENVIRONMENTAL AND NATURAL EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MAI S SHALL BE MADE BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION TD1 Tat -TEMPORARY DIVERSION DITCH ~ U
~ IMMEDIATELY SO THAT ALL EROSION CONTROL ~ N STOKESDALE ~ ~ RESOURCES (LAND QUALITY SECTION). CONTROL CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, 31GNED. SLOPES LEFT EXPOSED WILL,. WITHIN 21 CALENDAR DAYS - ~ ~
~~F h 8 3. MAINTAIN CONSTRUCTION ENTRANCES. REPLACE STONE MEASURES ARE MAINTAINED A5 DESIGNED. dyS Gyy ~C 1~ CR 6S t1y`( AS NECESSARY. FOLIOW MAINTENANCE PROCEDURES 2, ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED 'ZED, RESEEDED AS OF COMPLETION OF ANY PHASE OF GRADING, BE Pal PDt -PERMANENT DIVERSION DITCH ~ v
FFk ~5 H FOR KEEPING DITCHES AND BASINS OPERATIONAL ON NECESSARY, ANO MULCHED IN ACCORDANCE WITH T )RDANCE WITH THE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
R~ REQUIRED BASIS. SEEDING SPECIFICATIONS !N ORDER TO MAINTAIN A G~ 4. FLAG THE WORK LIMITS TO PREVENT UNNECESSARY DENSE VEGETATIVE COVER. TO MAINTAIN A PERMANENT GROUND COVER, DEVICES, OR STRUCTURES C .N SUFFICIENT TO RESTRAIN EROSION. THE ANGLE FOR -TEMPORARY POROUS BAFFLES ® ~ ~
h~ CLEARING AND STRIPPING. 3. SEDIMENT DEPOSITS SHALL 8E REMOVED FROM )VED FROM GRADED SLOPES AND FELLS MUST BE DEMONSTRATED ® fl.
~ 2~ ti~ 5. CLEAR AND GRUB AREAS FOR SEDIMENT BASINS 1 AND SEDIMENT FENCE AFTER EACH STORM EVENT OR M EVENT OR TO BE STABLE. STABLE IS THE CONDITION WHERE THE ~ 0 ~ ~CED. THEY MUST SOIL REMAINS IN ITS ORIGINAL CONFIGURAl10N, WITH OR -TEMPORARY SILT FENCE ~
2, UNTIL BASINS ARE INSTALLED NO FURTHER SEDIMENT FENCE SHOULD BE REPLACED. THEY MU; ~ ~ CLE Rf G S 0 T KE P C BE REMOVED WHEN DEPOSITS REACH APPROXIMATEL 1 APPROXIMATELY. WITHOUT MECHANICAL CONSTRAINTS.
WINSTON-SALEM J~ ,c a A N I T A LA E HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT ~ 0 6. REFER TO EROSION AND SEDIMENT CQNTROL PLAN DEPOSITS REMAINING IN PLACE AFTER THE SEDIMEN ANY SEDIMENT 4. ADDITIONAL MEASURES TO CONTROL EROSION AND la
EXIT 8 ~ PHA5E 4 FOR CONSI'RUC11ON SEQUENCE AFTER PHASE FENCE IS REMOVED SHALL BE DRESSED TO CONFOR :R THE SEDIMENT SEDIMENT MAYBE REQUIRED BY A REPRESENTATIVE OF -SILT FENCE STONE OUTLET L p SED TO CONFORM NCDENR OR ROCKINGHAM COUNTY. ® e..
1-40 Business ~ ~ 3+ TO THE EXISTING GRADE, PREPARED AND SEEDED. AND SEEDED. 5. MAXIMUM GRADED SLOPES ARE 2:1. WHEN STEEPER
4. CHECK DAM5 SHALL BE CLEANED OUT WHEN THE U I-40 RALEIGH OF SEDIMENT REACHES THE MID-DEPTH POINT UT WHEN THE LEVEL SLOPES MUST BE USED, PLANS SHALL BE SEALED BY A -BLOCK AND GRAVEL INLET PROTECTION ~ PTH POINT BELOW GEOTECHNICAL ENGINEER FOR SLOPE STABILITY AND
THE WEIR ELEVATION. WASHER STONE SHALL BE ENE SHALL BE FINAL SURFACE STABILIZATION. ~ ~
f CLEANED OR REPLACED WHEN THE SEDIMENT POOL I-40 SEDIMENT POOL NO 6. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, t~ (U OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STA?E L. >
STATESVILLE LONGER DRAINS PROPERLY. NQT TO SCALE 5, GROUND COVER SHALL BE ESTABLISHED ON EXPOSE HED ON EXPOSED AND SHAtt REMOVE FROM THE CHANNEL AND BANKS
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING FOLLOWING OF THE STREAM ALL DEBRIS, LOGS, UMBER, JUNK AND
COMPLETION OF ANY PHASE OF GRADING; PERMANE DING; PERMANENT OTHER ACCUMULATIONS. 4 AREAS WITHIN 15 7, ALL FLOW FROM PERMANENT /TEMPORARY DITCHES 'L
Vl C'I.t i~ MA~ GROUND COVER FOR ALL DISTURBED AREAS WITHIN WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER AYS (WHICHEVER IS SHOULD BE DIRECTED TOWARDS SEDIMENT TRAPS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTIO )F CONSTRUCTION AND/OR BASINS UNTIL SITE IS COMPLETELY STABIUZED.
OR DEVELOPMENT. 6. ADD1110NAL MEASURES TO CONTROL EROSION AND 8. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION EROSION AND CONTROL MAT EQUIVALENT TO NORTH AMERICAN GREEN 00
SEDIMENT MAY BE REQUIRED BY NCDENR. DENR. SC75. N
9. DE-WATERING OF THE WORK AREA DIRECTLY INTO A P STREAM, CREEK, WETLAND, ETC: IS PROHIBITED.
10. DEMOLITION MATERIAL HAULED FROM THE SITE MUST BE
1 DISPOSED OF AT A PERMITTED FACILITY. 11. NCDENR MUST INSPECT SITE PRIOR TO REMOVAL OF
f. SEDIMENTATION CONTROL MEASURES. 2, aaloaaaaaaaaa
F 12. PROVIDE NO11CE TO NCDENR PRIOR TO INITIATION OF O d®oo~~ ~~~a°ja®ti'
~ -SHEET 4e1 LAND-DISNRBING ACTIVITY. „`4"~t`~+ ~.a,,,~~,~~®p®° 13. EROSION CONTROL PLAN APPROVAL CERTIFICATE W1Lt _ ~ ®o'~°{~~SSj~ s,
} ST®5 BE DISPLAYED AND A COPY OF THE APPROVED EROSION r ~f~°~C~' ° ^~y
1 CONTROL PLAN MUST BE AVAILABLE ONSITE. ~ 14. ALL EROSION CONTROL MEASURES SHALL BE
+ ~Tw ' A p rr\~ + CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION ~
% t }i i AND SEDIMENT CONTROL PLANNING AND DESIGN 0 100 200 400 t dt~' a
i / rr ! 1',,,1 ~ 1 i \ 'Sl I / ~ '11} i MANUAL %rC4~~~~ ~.¢r~~€rg
~ ~ t ~ y t~ Eti r (iN FEET) °°000~~~~ AEG r~'7~"1
r . ~ ~ T 4 ~ 1 ~ ' 1 INCH = 200 FEET
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PROJECT #: 0&6070 DATE: 08/21/09
DRAWN BY: JAC CHECKED BY: DEB
TITLE
EROSION & SEDIMENT
CONTROL PLAN
PHASE 3
SHEET .
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I_ DNROC-DE-C-U®,EG 16

EDEN E. STADIUM DR
T CLARENCE
STONEVILLE STONE .HWY• N 2 oQ. .
W KINGS MAINIENAKE EIROSI O C®N MQL N ® S®
135 HWY �s W 0: PHASE -4 THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED 1. ON-SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED
NO A� �UNTIL THE SITE IS COMPLETELY STABILIZED AFTER ON FINAL PLAT. 780------
1. SEE EROSION AND SEDIMENT CONTROL PLAN PHASES 1, CONSTRUCTION. DURING CONSTRUCTION THE CONTRACTOR 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED -EXISTING GRADE CONTOUR
SITE 2, AND 3 FOR CONSTRUCTION SEQUENCE PRIOR TO CUT SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE EROSION CONTROL PLAN IS A VIOLATION OF THE STATE
AND FILL OPERATIONS. OF ALL EROSION AND SEDIMENT CONTROL STRUCTURES. SEDIMENTATION CONTROL LAW AND IS SUBJECT TO A - PROPOSED GRADE CONTOUR
C\jo` 2. ALL NECESSARY EROSION CONTROL MEASURES ARE TO FINE.
REMAIN IN PLACE UNTIL THE SiTE IS TOTALLY 1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED 3. STABILIZATION IS THE BEST FORM OF EROSION
STABILIZED AND PERMISSION RECEIVED FROM A FOR STABILITY AND OPERATION FOLLOWING ANY CONTROL. THE ANGLE FOR GRADED SLOPES SHALL BE mi ra In am BE III 1m In go 1111 In Is Im - LIMITS OF DISTRUBANCE
REPRESENTATIVE OF THE NORTH CAROLINA RAINFALL PRODUCING RUNOFF AND AT LEAST ONCE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED
STOKESDALE DEPARTMENT OF ENVIRONMENTAL AND NATURAL EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION
&,C4 11 C ss CSG 6$ _ 15$ 3. MAINTAIN ECONSTRUAND CTONITY SECTION. IMMEDIATEY SO THAT ALL ENTRANCES.)REPLACE STONE MEA UR SL ARE MAINTA NEDEAS DESIGN D OL SLOPES LEFT CONTROL �EXPOS DCES ORSWILL, WITHIN 21 CALENDAR DAYS TRUCTURES. IN ANY EVENT, TDI�1 -TEMPORARY DIVERSION DITCH
RFF� Rp V5 N AS NECESSARY. FOLLOW MAINTENANCE PROCEDURES 2• ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS OF COMPLETION OF ANY PHASE OF GRADING, BE
FOR KEEPING DITCHES AND BASINS OPERATIONAL ON NECESSARY, AND MULCHED IN ACCORDANCE WITH THE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PD1 PD1 - PERMANENT DIVERSION DITCH
REQUIRED BASIS. SEEDING SPECIFICATIONS IN ORDER TO MAINTAIN A PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
G� 4. COMMENCE FILL OPERATIONS. DENSE VEGETATIVE COVER.
2t SUFFICIENT TO RESTRAIN EROSION. THE ANGLE FOR
5. INSTALL PD -1 THROUGH PD -6 AS NEEDED TO ALLOW 3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM GRADED SLOPES AND FILLS MUST BE DEMONSTRATED - TEMPORARY POROUS BAFFLES
n arc DRAINTO SEDIMENT TRAPS/BASINS. INSTALL STORM SEDIMENT FENCE AFTER EACH STORM EVENT OR TO SEDIMENT FENCE SHOULD BE REPLACED. THEY MUST
SOIL N E STABLE. SREMAINS ITS ORIGINAL CONFIGURATION,TABLE IS THE CONDITION �DRAINAGE
E AND INLET PROTECTION. WITH OR
WINSTON-SALEM
�� N6. SEED AND MULCH DISTURBED AREAS BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY WITHOUT MECHANICAL CONSTRAINTS. - TEMPORARY SILT FENCE
7. WHEN GROUND COVER ESTABLISHED \�5 c NU N SPECIFIED. PERMISSION HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT 4. ADDITIONAL MEASURES TO CONTROL EROSION AND
EXIT 8 �cD RECEIVED FROM A REPRESENTATIVE OF NCDENRDEPOSITS REMAINING IN PLACE AFTER THE SEDIMENT SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF
I-40 Business EROSION CONTROL MEASURES MAY BE REMOVED,
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM NCDENR OR ROCKINGHAM COUNTY. - SILT FENCE STONE OUTLET
'' TO THE EXISTING GRADE, PREPARED AND SEEDED.
I-40 BASINS CLEANED OF SEDIMENT AND CONVERTED TO 5. MAXIMUM GRADED SLOPES ARE 2:1. WHEN STEEPER
- 4• CHECK DAMS SHALL BE CLEANED OUT WHEN THE LEVEL SLOPES MUST BE USED, PLANS SHALL BE SEALED BY A -BLOCK AND GRAVEL INLET PROTECTION
RALEIGH WET DETENTION PONDS. pp--qq
8. CONVERT ST -1 TO BIORETENTION AREA 1. CONVERT OF SEDIMENT REACHES THE MID -DEPTH POINT BELOW GEOTECHNICAL ENGINEER FOR SLOPE STABILITY AND b d
SB -2 TO WETPOND 2. THE WEIR ELEVATION. WASHED STONE SHALL BE FINAL SURFACE STABILIZATION.
STATESVILLE 1-40 CLEANELONGERDRAINS PROPERLY.OR REPLACED WHEN THE SEDIMENT POOL NO 6. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK,
OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE
NOT TO SCALE 5. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED AND SHALL REMOVE FROM THE CHANNEL AND BANKS
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND
VICINITY
COMPLETION OF ANY PHASE OF GRADING; PERMANENT OTHER ACCUMULATIONS.
I t.0 Il V I tT MAP GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 7, ALL FLOW FROM PERMANENT / TEMPORARY DITCHES
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHOULD BE DIRECTED TOWARDS SEDIMENT TRAPS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION AND/OR BASINS UNTIL SITE IS COMPLETELY STABILIZED.
OR DEVELOPMENT. 8. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION
6. ADDITIONAL MEASURES TO CONTROL EROSION AND CONTROL MAT EQUIVALENT TO NORTH AMERICAN GREEN
SEDIMENT MAY BE REQUIRED BY NCDENR. SC75.
9. DE -WATERING OF THE WORK AREA DIRECTLY INTO A
STREAM, CREEK, WETLAND, ETC. IS PROHIBITED.
10. DEMOLITION MATERIAL HAULED FROM THE SITE MUST BE
DISPOSED OF A/f 11. NCDENR MUSTAINSP CTR MITTED SITE PRIOR i TIOYREMOVAL OF
f SEDIMENTATION CONTROL MEASURES.
12. PROVIDE NOTICE TO NCDENR PRIOR TO INITIATION OF 2
SHEET 5.1
ST-" 5 SHEET 5.3 LAND -DISTURBING ACTIVITY.
13. EROSION CONTROL PLAN APPROVAL CERTIFICATE WILL 'IDA
/ t`M _ BE DISPLAYED AND A COPY OF THE APPROVED EROSION
CONTROL PLAN MUST t 14. ALL EROSION CONTROLSMEA URESLSHALL ONSITE.
E
CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION
CONSTRUCTION AND SEDIMENT CONTROL PLANNING AND DESIGN 0 100 200 400
i' e 1 "✓ \, iq TRAILERS MANUAL.
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BAY, SO THIS SHOULD BE READILY ACCESSIBLE FOR 25% OF SURFACE AREA
MAINTENANCE. 3:1 SLOPES SUGGESTED AT ALL FLOW
ENTRY_ POINTS FOR EQUIPMENT ACCESS. FIRST CHAMBER
25% OF SURFACE AREA
3. POROUS BAFFLES ARE REQUIRED ON ALL BASINS AND INLET ZONE
TRAPS PER LATEST EDITION OF NCDENR EROSION CONTROL
MANUAL. 35% OF SURFACE AREA
TO
PE
-TO P EVENTO SAGGINGIRE STAKE TO SUPPORT WIRE --i
SUPPORT POST. 24"
INTO BOTTOM OR SIDE
e
NOTES:
1. GRAVEL PAD TO BE 12'X 50' AND 6" THICK MINIMUM ON
FILTER FABRIC STABILIZATION MAT.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE
NECESSARY, KEEP SOME HANDY.
5. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD
MUST BE CLEANED UP IMMEDIATELY.
6. WHEN NECESSARY, WHEELS MUST BE.CLEANED TO REMOVE
SEDIMENT PRIOR TO ENTERING PUBLIC STREETS. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
7. APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL
SITE IS STABILIZED, FREQUENT CHECKS OF THE DEVICE
AND TIMELY MAINTENANCE MUST BE PROVIDED.
STEEL POST
FILTER FABRIC
2"-3" COARSE AGGREGATE J
GEOTEXTILE NONWOVEN
EQUIVILANT TO MIRAFI 50OX
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SIN
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Q
CHANNEL
DESIGNATION
B
DRAINAGE
EARLY SUMMER SEASON
STEEP SLOPES
TEMPORARY
LINING
SEEDING
MIXTURE
TD -1
2'
40 LBS/ACRE OF GERMAN MILLET
120 LBS/ACRE RYE (GRAIN)
CLASS 1 RIP RAP
d5O = 1 FT
27"
TD -2
0'
80 LBS/ACRE OF TALL FESUE
80 LBS/ACRE TALL FESUE
GRASS
STRAW W/ NET
3 -
TD -3
0'
1 3
MAY 1 - AUGUST 15
October 25 - December 30
STRAW W/ NET
3"
TD -4
SEEDING
3
1'
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
BETWEEN DECEMBER 30 - FEBRUARY 15, ADD
3"
TD -5
0'
DATES
1'
CLASS 1 RIP RAP
d50 = 1 FT
50 LBS/ACRE OF ANNUAL KOBE LESPEDEZA.
TD -6
0'
3
1'
CLASS 1 RIP RAP
d50 = 1 FT
APPLY 4000 LBS/ACRE STRAW OR
APPLY 4000 LBS/ACRE STRAW OR
0'
3
1'I
GRASS
STRAW W/ NET
3"
EQUIVALENT HYDROSEEDING.
EQUIVALENT HYDROSEEDING.
3
1'
CLASS 1 RIP RAP
SEEDING
30"
TD -9
APPLY LIME AND FERTILIZER PER SOIL TESTS, OR
APPLY LIME AND FERTILIZER PER SOIL TESTS, OR
1'
GRASS
STRAW W/ NET
AMENDMENTS
10.5
2000 LBS/ACRE LIMESTONE AND 750 LBS/ACRE
2000 LBS/ACRE LIMESTONE AND 750 LBS/ACRE
5
WITH A POSITIVE DRAIN SO THAT WATER
C
RCP
WILL NOT STAND IN DRAIN PIPE AND FREEZE.
RCP
10-10-10 FERTILIZER.
10-10-10 FERTILIZER.
1
7
14,710
10,507
SEEDING SCHEDULE (SEASONAL)
6,304
SB -3
6.12
GENTLE SLOPES
STEEP SLOPES
7,794
18,726
7,294
7,338
100 LBS/ACRE TALL FESCUE
5
4
SEEDING
30 LBS/ACRE SERICEA LESPEDEZA (UNSCARIFIED
8
2.5
MIXTURE 80 LBS/ACRE OF TALL FESUE
AFTER AUGUST 15)
CMP
24"
CMP
60
10 LBS/ACRE KOBE LESPEDEZA
1
5
2,569
-
FALL: AUGUST 25 OCTOBER 15
FALL: AUGUST 25 OCTOBER 15
1,101
SB -8
17.12
LATE WINTER: FEBRUARY 15 - APRIL 15
LATE WINTER: FEBRUARY 15 - APRIL 15
12,654
31,697
SEEDING TO EXTEND SPRING SEEDING INTO JUNE, ADD
TO EXTEND SPRING SEEDING INTO JUNE, ADD 15
1.5
6
DATES
15 LBS/ACRE HULLED BERMUDAGRASS
LBS/ACRE HULLED BERMUDAGRASS
8
3
2
OVERSEEDING OF KOBE LESPEDEZA OVER
OVERSEEDING OF KOBE LESPEDEZA OVER
42"
CMP
60
FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
6.5
10,890
SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS, OR
APPLY LIME AND FERTILIZER PER SOIL TESTS, OR
4,667
AMENDMENTS 4000 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE
4000 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE
0
10-10-10 FERTILIZER.
10-10-10 FERTILIZER.
NOTE 1
CN
GROUND COVER: PROTECTIVE COVER MUST BE ESTABLISHED
ON ALL DISTURBED AREAS WITHIN 21
CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY
CEASED.
NOTE 2
GRADED SLOPES AND FILLS: PROTECTIVE COVER MUST BE ESTABLISHED
ON ALL GRADED SLOPES AND FILLS WITHIN
21 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED OR HAS TEMPORARILY
CEASED.
SEEDING SCHEDULE
LINING
CHANNEL
PERMANENT TEMPORARY
Y -
DESIGNATION B
d U NTNG LINING
t
PD -1
2'
3
1' GRASS STRAW W/ NET
3" d 1
PD -2
2'
3
2' CLASS 1 RIP RAP d50 = 1 FT
2711c
PD -3
2'
3
1CLASS B RIP RAP d50 = 0.5 FT
15"
PD -4
0'
3
1' GRASS STRAW W/ NET
3" ("�B�
PD -5
2'
3
1' GRASS STRAW W/ NET
3" FILTER FABRIC (USE W/ RIP RAP)
"
_
P -
1
PD -7
2'
3
1' GRASS STRAW W/ NET
3"
PD -8
2'
3
1 CLASS 1 RIP RAP d50 = 1.25 FT
36
PD -9
3'
3
1' CLASS 1 RIP RAP d50 = 1.25 FT
36"
PD -10
0'
3
1' CLASS B RIP RAP d50 = 0.5 FT
18"
2
r11' i 11111 ill 1 ■ F;I 0'
: . - #F -Al 04 10 1
NOTE;-
1.
OTE:1. THE BAFFLE MATERIAL NEEDS TO BE SECURE AT THE
BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS OUTLET ZONE
FOR SILT FENCE. 15% OF SURFACE AREA
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST SECOND CHAMBER
BAY, SO THIS SHOULD BE READILY ACCESSIBLE FOR 25% OF SURFACE AREA
MAINTENANCE. 3:1 SLOPES SUGGESTED AT ALL FLOW
ENTRY_ POINTS FOR EQUIPMENT ACCESS. FIRST CHAMBER
25% OF SURFACE AREA
3. POROUS BAFFLES ARE REQUIRED ON ALL BASINS AND INLET ZONE
TRAPS PER LATEST EDITION OF NCDENR EROSION CONTROL
MANUAL. 35% OF SURFACE AREA
TO
PE
-TO P EVENTO SAGGINGIRE STAKE TO SUPPORT WIRE --i
SUPPORT POST. 24"
INTO BOTTOM OR SIDE
e
NOTES:
1. GRAVEL PAD TO BE 12'X 50' AND 6" THICK MINIMUM ON
FILTER FABRIC STABILIZATION MAT.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE
NECESSARY, KEEP SOME HANDY.
5. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD
MUST BE CLEANED UP IMMEDIATELY.
6. WHEN NECESSARY, WHEELS MUST BE.CLEANED TO REMOVE
SEDIMENT PRIOR TO ENTERING PUBLIC STREETS. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
7. APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL
SITE IS STABILIZED, FREQUENT CHECKS OF THE DEVICE
AND TIMELY MAINTENANCE MUST BE PROVIDED.
STEEL POST
FILTER FABRIC
2"-3" COARSE AGGREGATE J
GEOTEXTILE NONWOVEN
EQUIVILANT TO MIRAFI 50OX
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SIN
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Q
CHANNEL
DESIGNATION
B
DRAINAGE
d
PERMANENT
LINING
TEMPORARY
LINING
t
TD -1
2'
3
2'
CLASS 1 RIP RAP
d5O = 1 FT
27"
TD -2
0'
3
1'
GRASS
STRAW W/ NET
3 -
TD -3
0'
1 3
V
GRASS
STRAW W/ NET
3"
TD -4
0'
3
1'
GRASS
STRAW W/ NET
3"
TD -5
0'
3
1'
CLASS 1 RIP RAP
d50 = 1 FT
30"
TD -6
0'
3
1'
CLASS 1 RIP RAP
d50 = 1 FT
30"
TD -7
0'
3
1'I
GRASS
STRAW W/ NET
3"
TD -8
0'
3
1'
CLASS 1 RIP RAP
d50 = 1 FT
30"
TD -9
0'
3
1'
GRASS
STRAW W/ NET
3"
' I 1-°- 1 -•- " ! J CLEAN 01
I I -•- �( I
CLEAN
COIR FIBER MESH OR SIMILAR MATERIAL.
STAPLED OR TRENCHED INTO BOTTOM OR SIDE.
POROUS BAFFLES DETAIL
'5I MAINTENANCE NOTES:
0
DESIGN CRITERIA
DRAINAGE
L
1.
SKIMMER SHALL BE INSPECTED BY THE
(ACRES)
A-1
FINANCIALLY RESPOSIBLE PARTY OR HIS
3
LENGTH TO
DESIGNATED AGENT WITHIN 24 HOURS AFTER
WIDTH RATIO
B
EACH RAIN EVENT EXCEEDING 1/2" (DAILY
36"
LENGTH TO
DURING PROLONGED RAINFALL PERIODS) AND
WIDTH RATIO
24"
AT LEAST WEEKLY REGARDLESS OF
r
VOLUME
RAINFALL. CLEANING AND MAINTENANCE
REQUIRED
PER AC.
NEEDED SHALL BE PERFORMED IMMEDIATELY.
i
2.
SHOULD THE SKIMMER BECOME CLOGGED
SURFACE
(SQ. FT.
WITH DEBRIS OR SEDIMENT, PULL THE
3
REQUIRED
SKIMMER TO THE SIDE OF BASIN WITH THE
°
6"
6"
PULL ROPE AND CLEAN. HEAVY EQUIPMENT
o
15"
15"
SHOULD NOT BE USED TO MOVE THE
A-7
24"
SKIMMER AND DRAIN LINES.
10'
3.
SEDIMENT DEPOSITS IN THE OUTLET ZONE OF
B
A-8
THE BASIN SHALL BE REMOVED WHEN THEY
o
10'
IMPAIR THE SKIMMER FROM DRAINING THE
o
B
BAIN. PULL SKIMMER TO SIDE AND REMOVE
4,226
2,560
SEDIMENT DEPOSIT, THEN RESET SKIMMER TO
o
1 17.10
DESIRED LOCATION.
0
4.
EXCAVATE A SHALLOW PIT UNDER THE
42,131
5.25
SKIMMER SO THAT IT WILL DRAIN THE ENTIRE
`-
10.5
BASIN. SKIMMER SHOULD REST ON BOTTOM
C
5
WITH A POSITIVE DRAIN SO THAT WATER
C
RCP
WILL NOT STAND IN DRAIN PIPE AND FREEZE.
N OTE:
SKIMMER IS TO BE A SURFACE DEWATERING
DEVICE SUCH AS FAIRCLOTH SKIMMER OR
APPROVED DEVICE.
7.
OUTLET END:
CONNECTION TO
OUTLET PIPE OR RISER
STANDARD SKIMMER
VENT SCREEN ACCESSIBLE
THROUGH DOOR
-FLOAT
'-BARREL PIPE LONGER THAN SHOWN.
NOT INCLUDED WITH SKIMMER
(SUPPLIED BY USER).
FLEXIBLE JOINT (RADIATOR HOSE)
t
_7 � i
NATURAL GROUND
0
RIP RAP
\-4" #5 WASHED STONE
LAYER OF FILTER FABRIC
SECTION B -B
1' MIN.
REMOVABLE TRASH RACK IS OPTIONAL
FOR EASE IN MAINTENANCE.
ANTI -VORTEX PLATE
BOLTED TO RCP/CMP RISER TRASH RACK
SECTION A -A
TRASH RACK
TOP OF DAM
I
(10' MIN.)
EMERGENCY SPILLWAY
lAl
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
L
AREA
< 10 AC.
(ACRES)
A-1
MIN.
6"
LENGTH TO
2:1
WIDTH RATIO
B
MAX.
36"
LENGTH TO
6:1
WIDTH RATIO
24"
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
15"
DISTURBED)
A-4
325
SURFACE
(SQ. FT.
AREA
PER GFS
REQUIRED
Q10)
L
(10' MIN.)
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP; AND LENGTH, WIDTH,
AND DEPTH OF APRON PER RIPRAP APRON DATA BLOCK
SHOWN BELOW.
2. REFER TO THE NORTH CAROLINA SEDIMENTATION AND
EROSION CONTROL MANUAL FOR RIPRAP APRON DESIGN
STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON
AND AROUND THE END OF THE PIPE OR CULVERT AT THE
DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A
HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER
OR CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE
APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE
AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO
THAT THE INVERT OF THE APRON SHALL BE AT THE SAME
GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING
CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE
WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL
TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.
MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95%
OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN
THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF
THE APRON WILL BE PERMITTED.
STRUCTURE
DESIGNATION
PIPE
DIAMETER
d50 RIP RAP
STONE SIZE
L
W
T
CLASS
A-1
30"
6"
10'
13'
15"
B
A-2
36"
9"
26'
29'
24"
B
A-3
24"
6"
12'
14'
15"
B
A-4
36"
6"
20'
23'
15"
B
A-5
A-6
24"
24"+36"
6"
6"
10'
10'
12'
16.5'
15"
15"
B
B
A-7
24"
6"
10'
12'
15"
B
A-8
12"
6"
10'
11'
15"
B
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY
VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER
WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR
OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY
TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE
CONSTRUCTED THROUGH FILL SECTIONS.
3. SEDIMENT SHALL BE REMOVED AND BASIN RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE
BASIN. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A
MANNER THAT IT WILL NOT ERODE.
4. THE BASIN SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS
NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION
AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER.
7. IF SEDIMENT BASIN IS IN USE 15 DAYS OR LONGER, EMBANKMENTS SHOULD BE
SEEDED OR OTHERWISE PROPERLY STABILIZED.
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND
MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM VOLUME & SURFACE
AREA REQUIREMENTS ARE MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT
THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS
ON THE LONGER BASIN DIMENSIONS. FLOW SHOULD BE DIRECTED TO THE INLET ZONE
OF THE BAFFLE SYSTEM. WHERE MULTIPLE FLOWS ARE DIRECTED TO A BASIN, A SET
OF POROUS BAFFLES SHAL BE ERECTED AND MAINTAINED FOR EACH FLOW WITH
BAFFLE ZONE AREAS APPORTIONED TO THE FLOW ENTERING EACH INLET ZONE.
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER DENUDED ACRE.
RECOMMENDED STORAGE IS 3600 CUBIC FEET OF STORAGE PER ACRE DISTURBED.
10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR
STORM.
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE
BASIN WIDTH, TO ALLOW FOR SETTLING.
12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN
RIP -RAP THE BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT
APRON POINT, OF THE BASIN.
TABLE)
13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS AND OR
WARNING SIGNS IF TRESPASSING IS LIKELY.
14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL & NATURAL RESOURCES MANUAL (LATEST EDITION).
15. SEE POROUS BAFFLE DETAIL FOR SIZING AND PLACEMENT TO BAFFLE ZONES IN
BASIN.
16. CONTRACTOR MAY SUBSTITUTE CMP ANTI -SEEP COLLARS IF DESIRED. COLLAR TO
PROJECT A MINIMUM OF 1.5"FROM OUTSIDE DIAMETER OF PIPE AND BE WELDED TO
PIPE TO MAKE WATER TIGHT.
BASIN
DRAINAGE
AREA
(ACRES)
DENUDE
AREA
(ACRES)
Q10
(CFS)
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH
Z/2
(FT)
Y
(FT)
H
(FT)
Z
(FT)
L
(FT)
W
(FT)
SKIMMER
PIPE DIA.
(IN.)
SKIMMER
ORIFICE
DIA.
(IN.)
RISER
RISER
MATERIAL
BARREL
DIAMETER
(IN.)
BARREL
MATERIAL
BARREL
LENGTH
P
(FT)
S
(FT)
D
(FT)
ANTISEEP
COLLAR
(FT)
POROUS BAFFLE ZONES
REQUIRED
(CF)
PROVIDED
(CF)
REQUIRED
(SF)
PROVIDED
(SF)
INLET
(SF)
FIRST
(SF)
SECOND
(SF)
OUTLET
(SF)
SB -1 (PRE)
11.14
1 11.14
30.52
20,052
56,734
16,476
17,064
1.5
5
1 4
3
12
8
4
3
36"
1 RCP
30"
RCP
90
1 4
1
5.5
5,972
4,226
4,226
2,560
SB -2
18.63
1 17.10
76.57
30,780
293,703
33,308
42,131
5.25
12
11
10.5
12
8
5
5
5' x 5'
RCP
36"
RCP
120
8
1
7
14,710
10,507
10,507
6,304
SB -3
6.12
4.33
16.77
7,794
18,726
7,294
7,338
1.5
5
4
3
12
8
2.5
2
30"
CMP
24"
CMP
60
4
1
5
2,569
1,835
1,835
1,101
SB -8
17.12
7.03
46.91
12,654
31,697
20,405
31,115
1.5
6
5
4
12
8
3
2
54"
CMP
42"
CMP
60
6
1
6.5
10,890
7,779
7,779
4,667
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TITLE
EROSION & SEDIMENT
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EROSION & SEDIMENT
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ADDED A-7, A-8, AND PD -7
REVISED A-6
PROJECT * 08.6070 DATE: 08/21109
DRAWN BY: JAC CHECKED BY: DES
TITLE
EROSION & SEDIMENT
CONTROL DETAILS
SHEET
»N.00-DE•C-OO,ECA23

#5 WASHED STONE
"'^�D STAKES
WOOD STAKES (1/4" TO 1/2" GRID OPENING)
-�
WIRE MESH- r• -•CONCRETE BLOCK
12"
SPECIFIC APPLICATION:
THISOD E i PROTECTION APPLICABLE WHERE
M TH OF INLET R E CTION IS P
HEAVY FLOWS ARE EXPECTED AND WHERE OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING
AROUND THE STRUCTURE.
MAINTENANCE NOTES:
1. STONE OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY
RESPOSIBLE PARTY OR HIS DESIGNATED AGENT WITHIN 24
HOURS AFTER EACH RAIN EVENT EXCEEDING 1/2" (DAILY
DURING PROLONGED RAINFALL PERIODS) AND AT LEAST
WEEKLY REGARDLESS OF RAINFALL. CLEANING AND
MAINTENANCE NEEDED SHALL BE PERFORMED IMMEDIATELY.
2. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH
STORM EVENT AND DISPOSED OF IN AN APPROVED
LOCATION. ANY CONTAMINATED STONE ON THE FACE OF
THE OUTLET SHALL BE REMOVED AND REPLACED WITH
CLEAN WASHED STONE,
12" FACING OF i
?'7
NOTE:
STRUCTURAL STONE SHALL BE (CLASS "B")
STONE FOR EROSION CONTROL PURPOSES.
SEDIMENT CONTROL STONE SHALL BE NO.5
OR NO.57 STONE.
STONE OUTLETS TO BE USED AT ALL LOW
POINTS IN SILT FENCE RUNS.
SILT F
SILT FENCE
c SEDIMENT CONTROL STONE) `-STRUCTURAL ST
0
/
C
CROSS SECTION FRONT VIEW
W
C
C
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U
0. SILT FENCE STONE OUTLET
TOP VIEW
GENERAL NOTES:
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO
PROTECT EXISTING PIPE INVERTS THAT DRAIN 5 ACRES OR LESS.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS
OTHERWISE NOTED.
3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM
HEIGHT.
#5 WASHED STONE CLASS I RIP RAP
6" MIN.
FCW
�
H MIN FINISHED GRADE
PIPE
CLEANOUT ELEVATION SECTION
(SEE NOTE 3)
CLASS I RIP RAP
Fla `\
\ PIPE
CW
;.`:
#5 WASHED STONE 6" MIN.
THICK X 3' MIN. HIGH
PERSPECTIVE VIEW VOLUME = 3600 CF PER ACRE
DISTURBED TO TOP OF BERM ELEVATION.
SURFACE AREA RQUIRED = 435 SF PER
CFS Q10.
1.5' MIN.
FLEXIBLE PIPE
TIE DOWN
(10' MAX SPACING)
4' (MIN)*
LENGTH AS NECESSARY
TO GO THRU DIKE
4" MIN.
1[2/
(D) ' PIPE
* AT LESS THAN 1 q SLOPE t- TIE DOWN AT END
PROFILE
3 `-
i a .
3�
a '9
f a �
J a 3
a � /
1 �
STAKES
EXTEND TO EDGE
OF DISTURBANCE
� a a
i
a '+
Fr a a a a a a s
a a a a a a
RIP -RAP APRON
n
CONSTRUCTION_ SPECIFICATIONS:
RIP RAP AND
WASHED STONE
FILTER BERM
SEDIMENT PIT
RIP RAP AND
WASHED STONE
FILTER BERM
1 ---SEDIMENT PIT
(NOT REQUIRED IF
BASIN IS DONWSTREAM
OF PIPE OUTLET.)
EARTH DIKE
1. THE TOP OF THE EARTH DIKE OVER THE INLET 4. THE SOIL AROUND AND UNDER THE INLET PIPE
PIPE AND THOSE DIKES CARRYING WATER TO THE AND ENTRANCE SECTION SHALL BE HAND TAMPED
PIPE SHALL BE AT LEAST 1.5 FEET HIGHER AT IN 4" LIFTS TO THE TOP OF THE EARTH DIKE.
ALL POINTS THAN THE TOP OF THE INLET PIPE.
5. FOLLOW-UP INSPECTION AND ANY NEEDED
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT MAINTENANCE SHALL BE PERFORMED AFTER EACH
CONNECTING BANDS. FLEXIBLE PIPE SHOULD BE STORM BY THE FINANCIALLY RESPONSIBLE PARTY
STAKED ON EITHER SIDE. OR HIS AGENT.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE 6. OUTLET PIPE SHOULD BE TAKEN OVER OR
OUTLET, IF EMPTYING INTO A DISTURBED AREA. THROUGH ANY SILT FENCE, TAKING CARE NOT TO
VOID THE EFFECTIVENESS OF THE SILT FENCE.
FLEXIBLE PIPE SLOPE DRAIN
LEM
1.50'
3.00' 0 0 O
O O O I
O O O
O O O 2.00'
O O O
O O O
O O O
O O O
STAPLE PATTERN GUIDE
8' WIDE ROLLS
CRITICAL POINTS
A. OVERLAP AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE
SLOPE VERTICES
NOTE:
HORIZONTAL STAPLE SPACING SHOULD BE
ALTERED IF NECESSARY TO ALLOW
STAPLES TO SECURE THE CRITICAL POINTS
ALONG CHANNEL SURFACE.
** IN LOOSE SOIL CONDITIONS, THE USE OF
STAPLE OR STAKE LENGTHS GREATER
THAN 6" MAY BE NECESSARY TO
PROPERLY ANCHOR THE RECP'S.
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -0 -SEED DON NOT SEED PREPARED AREA. CELL -0 -SEED MUST BE INSTALLED WITH
PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP'S IN A 6" DEEP X 6" WIDE TRENCH WITH
APPROXIMATELY 12" OF RECP EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF
RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACE APPROXIMATELY 12" ACROSS THE WIDTH OF THE RECP'S.
3. ROLL CENTER RECP'S IN DIRECTION OF WATER FLOW IN THE BOTTOM OF CHANNEL. RECP'S WILL UNROLL WITH
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY
PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE
DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE
APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE RECP'S END OVER END (SINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF
STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE RECP'S
5. FULL LENGTH EDGE OF RECP'S AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE TRENCH: BACKFILL AND. COMPACT THE TRENCH AFTER
STAPLING.
6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2"-5" (DEPENDING ON RECP'S TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS.
USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF CHANNEL.
8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"
APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO
PROPERLY ANCHOR THE RECP'S.
12"
to
0
-------------------
i f ;\
\\ \`\ •' //\// .. .. \ . \`\ \' . \' ..
"1
r
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6 MIN. a
,\\/\\ _ ./. /,_., `� - - - . . . ..
719
12" MIN. OF NCDOT #5
OR #57 WASHED STONE
CROSS-SECTION Ww-sI
T=1.5' MIN.
... c7.. I '.-K..
3600 CU FT / ACRE
5' MAX
DATA BLOCK
OVERFILL 6" FOR
SETTLEMENT
EMERGENCY BY-PASS
6" BELOW SETTLED
TOP OF DAM
NATURAL GROUND
TRAP
DESIGNATION
WEIR
LENGTH
WEIR
ELEV.
SURFACE
AREA
TRAP
DIMENSIONS
TOP OF
DAM ELEV.
CLEANOUT
ELEV.
BOTTOM
BASIN ELEV.
ST -1 (POST)
10'
526.0
5,709 SF
55'x110'
528.0
524.0
522.0
ST -4
10'
576.0
2,420 SF
35'x70'
578.0
574.0
572.0
ST -5
10'
1 584.0
2,622 SF
37'x74'
586.0
582.5
581.0
ST -6
10'
570.0
2,026 SF
32'44'
572.0
568.5
567.0
ST -7
10'
572.0 1
5,316 SF
52'x104'
574.0
570:5
569.0
0
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EROSION & SEDIMENT
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PRPOSED GROUND
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EORFRAY
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SEE RAINGARDEN
ETAIL FOR
_
SUBSURFACE MARIALS
RIP RAP APRON'\
CLASS B
20'W x 30'L x 1.5'T
RIP RAP APRON
CLASS B
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11EQHbNll SPECIFICAWN.S•
1 COMPACTED EARTH FILL TO HAVE DRY UNIT WEIGHT OF AT
LEAST 90 PCF. ALL EARTH FILL TO BE COMPACTED TO
MINIMUM OF 95% OFT
S D. PROCTOR MAXIMUM DRY DENSITY.
2. EXCAVATED SIDE SLOPES TO BE STABILIZED WITH GRASS
COVER IN ACCORDANCE WITH SEEDING SPECIFICATIONS FROM
EROSION & SEDIMENT CONTROL PLAN.
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PROJECT #: 08-5070 DATE: 09114/09
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TITLE
BI®RETENTION AREA #1
PLAN & PROFILE
SHEET
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EINROC-ISE-C-00IC-26

PLANTING NOTES — BUFFED AREA
1. ALL QUANTITIES LISTED ON THIS DRAWING ARE APPROXIMATE AND ARE LISTED ONLY
TO CLARIFY AND TO PROVIDE A CHECKFR4FO� TCONTRACTOR �TI, TAK-OFF AND
PURPOSES. THE CONTRACTOR SHALL
REPORT PROMPTLY ANY DISCREPANCIES THAT MAY AFFECT BIDDING.
2. REQUIREMENTS FOR MEASURING, BRANCHING, GRADING, QUALITY, CONTAINER GROWN
PLANTS, AND BALLED & BURLAPPED PLANTS SHALL FOLLOW THE STANDARD
DITION
F THE
CURRENTLY RECOMMENDED BY THE LATESTASSOCIATION OF NURSE ��NT�, 'NC' STOCK PUBLISHED BY THE AMERICAN ASS
3. ALL LANDSCAPED AREAS AND TREE PLANTINGS SHALL BE IN ACCORDANCE WITH THE
ADOPTED STATE OF NORTH CAROLINA STANDARDS.
4. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITY LINES
S PRIOR
TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR DAMAGES DUE
LANDSCAPE OPERATIONS.
5. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING
SPECIFICATIONS. SEE GRASSING NOTES ON THIS SHEET.
6. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM Y LAYER OF MULCH.
MULCH SHALL BE EITHER SEEASONED SHREADED HARDWOOD OR DRY PINE NEEDLES
TO BE DETERMINED BY OWNER.
7. REFER TO SHRUB AND TREE PLANTING DETAILES IN THIS DRAWING SET.
8. ALL TREES SHALL HAE A MINIMUM OF TWO INCHES.CALIPER AND HAVE A MINIMUM
HEIGHT OF TEN FEET FROM THE GROUND SURFACE, UNLESS OTHERWISE SPECIFIED.
9. THE CONTRACTOR SHALL MAINTAIN THE PLANTINGS AND CONTROL WEEDS IN MULCH
AREAS THROUGH THE DURATION OF CONSTRUCTION.
10. WHERE THE PLANTING CALLS FOR "MIX', THE PLANTS SHALL BE EVENLY MIXED BY
VARIETY.
11. SPACING SHOWN IS FROM CENTER OF PLANT OR CONTAINER.
12. ALL PLANTS SHALL BE BACKFILLED WITH
MIXTURE
ES OOF: 1/3 SE S E TOP
SOIL,
1/3
EAT.
DECOMPOSED PINE BARK MULCH, 1/3 P
1. ENTRY LAWN AREAS SHALL BE PROFILE JECT SPRAY HYDRO -DEED WITH BURMUDA
TIFWAY 419 OR APPROVED EQUAL (APCL�ICA�TIIO RATE.20-20-20 150-200®QUID FERTILIZER (APPLICATION
LIME APPLICATION RATE OF 2.5 GAL
RATE OF 5 LBS/100 GALLONS OF WATER).
2. ENTRY LAWN AREAS (INCLUDING SHRUB AND TREE PLANTING AREA) SHALL BE ROTO
TILLED TO A DEPTH OF 6,, WITH APPLICABLE AMOUNTS OF COMPOST AND/OR LIME
ADDED AS DETERMINED BY SOIL ANALYSIS REPORT.
1. ALL LANDSCAPE MATERIALS SHALL BE PROPERLY INSTALLED AND MAINTAINED BY THE
PROPERTY OWNER IN ACCORDANCE WITH STATE OF NORTH CAROLINA STANDARDS.
2. OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND INSTALLATION OF
IRRIGATION SYSTEM (IF ANY).
CALL ULOCO
BEFORE YOU DIG
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2) CONTRACFLAGMEN,OR ETC., ASSPONSIBLE NECESSARY0TO INSURE SAFELACING TY USING
Y TO THE
PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION.
1-800-632-4949 )' SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
AVOID UTILITY DAMAGE 4 PART 1926 SUBPART P, OR AS AMENDED.
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0 15 30 6C
(IN FEET)
1 INCH = 30 FEET
RAIN GARDEN AREA 7,635 SF
400 STEMS PER 43,560 SF
(TABLE 12.1 NCDENR BMP
MANUAL) = 71 PLANTS REQUIRED,
81 PLANTS PROVIDED PER PLAN
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Symbol
Botanica
Cont
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>Common
i ' e} ■/�� {.'.a�,+y Naas kg A
ON
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AG3
Andro 0 on erardl Big Blue Stem
1 gal
40
AR
Aron'ra arbutfola Red Chokebeny
1 gal
40
Al
Asclepias incamata Swam Milcweed
1 gal
40
CF3
Canna flaccida I Yellow Canna
Root
60
CL2
Chelone OM 'Hot Lips' Pink Turtlehead
1
al
40
IV2
Iris vir mica ' Henry's Gamet' Z Henry's Garnet Sweets ire
Root
60
LC
Lobela cardinalis Cardinal Flomr
4"
t
40
PC
Pontederia cordata 'Blue' Blue Pickerel Weed
4'°
of
60
IG
Ilex glabra nkberry Hok
2 gal
120
SL
Sa ittaria lantfoha Lance -Leafed Arrowhead
1
g,al
60
VN
Vlbumum nudum 'Winterthur' Smooth Wltherod
1
al
40
a '€ Y?`' ,
.a
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CB
Cornus alba ' Bud's Yelow Yelp Do wood
2921
22
EP
Eu atorium perfolatum Common Boneset
4"
of
30
PV
Panicum vN atum Switch Grass
4"
t
16
PC
Pontederia cordata ' Blue' Blue Pickerel Weed
4"
of
13
RAIN GARDEN AREA 7,635 SF
400 STEMS PER 43,560 SF
(TABLE 12.1 NCDENR BMP
MANUAL) = 71 PLANTS REQUIRED,
81 PLANTS PROVIDED PER PLAN
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TITLE
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TITLE
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CALL ULOCO 1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
BEFORE YOU DIG
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
o
ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
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FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE
PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
co
DEPARTMENT OF TRANSPORTATION.,
1-800-6TY DAM4
AVOID UTILITY DAM
DAMAGE 9
SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
0 10 20 40
(IN FEET)
1 INCH = 20 FEET
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TITLE
WET DETENTION POND #2
PLAN
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TITLE
WET DETENTION POND #2
PLAN
SHEET

W�a
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TOP OF FOREBAY WEIR
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MIRAFI 500X.
FOREBAY SPILLWAY SECTION CROSS SECTION
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PROVIDE EROSION CONTROL
MATTING EQUIVALENT TO NORTH
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EMERGENCY SPILLWAY CROSS SECTION
NTS
1
JOINTS SHALL BE SEALED W
MASTIC CAULK. INSIDE JOR
SHALL BE GROUT
CONCRETE ANCHOR
RISER DETAIL
NTS
2'-0"
40 ° :4 4
EMERGENCY
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SEE DETAIL
DRAIN PIPE ANCHOR
NTS
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6"
L� PRECAST CONCRETE
RISER SECTIONS
SECTION A -A
Off
2"X2"X1/4"
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TRASH RACIA
2D
DNCRETE KEYWAY
BAR SCREEN TRASH RACK
NTS
TECHNICAL , EECIEK , TIONS:
1. SUBGRADE FOR DAM TO BE PROOF ROLLED PRIOR TO EARTH FILL
PLACEMENT. ANY SOFT OR PUMPING AREAS ARE TO BE UNDERCUT
AND REPLACED WITH COMPACTED EARTH FILL.
2 COMPACTED EARTH FILL TO HAVE DRY UNIT WEIGHT OF AT LEAST 90
PCF. ALL EARTH FILL TO BE COMPACTED TO MINIMUM OF 95% OF
STD. PROCTOR MAXIMUM DRY DENSITY.
3. EXCAVATED SIDE SLOPES TO BE STABILIZED WITH GRASS COVER IN
ACCORDANCE WITH SEEDING SPECIFICATIONS FROM EROSION &
SEDIMENT CONTROL PLAN.
4. FINAL DAM EMBANKMENT SLOPES TO BE TRACKED AND STABILIZED
WITH GRASS COVER IN ACCORDANCE WITH SEEDING SPECIFICATIONS
FROM EROSION & SEDIMENT CONTROL PLAN.
5. REINFORCED CONCRETE RISER STRUCTURE TO BE PREFABRICATED 5
FT. x 5 FT. INTERIOR DIMENSIONS.
6. ANTI -SEEP COLLARS FOR DISCHARGE PIPE SHALL HAVE WATERPROOF
CONNECTION TO DISCHARGE PIPE.
7. SHOP DRAWINGS FOR ALL APPURTENANCES (I.E., GATE VALVE,
HANDWHEEL, ETC.) SHALL BE SUBMITTED TO ENGINEER FOR REVIEW
AND APPROVAL.
14+50
14+00.
13+50
13+00
12+50
12+00
11+50
11+00
PERMANENT
PERMANENT
MAIN
RISER
SPILLWAY
WEIR
CONCRETE
CONCRETE
EMERGENCY
EMERGENCY
BASIN DRAINAGE IMPERVIOUS IMPERVIOUS RISER SIZE BARREL BARREL INVERT INVERT BARREL DRAIN POOL
POOL ORIFICE 1 ORIFICE 1
ORIFICE 2 ORIFICE 2 BOTTOM
CREST
CREST
TOP DAM ELEV.
ANCHOR
ANTI -SEEP
SPILLWAY
SPILLWAY SA/DA
AREA AREA % INSIDE DIAMETER. LENGTH UPSTREAM DOWNSTREAM SLOPE SIZE SURFACE
VOLUME SIZE INV. ELEV.
SIZE INV. ELEV. ELEV.
ELEV.
ELEV.
ELEV: FOREBAY
SIZE
COLLAR
LENGTH
SURFACE RATIO TYPE
POND -2 18.150c 9.16ac 50.4 5'x5' 48" 104.0 FT 524.80 523.00 1.73% 8" DIP 24,906 SF
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(2) 10" 0 532.10 525.00
535.50
536.00
538.00 533.00
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8.00'
RIP RAP APRON
ASS R
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GATE VA
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6' x 6'
COLLAR
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PERMANENT
PERMANENT
MAIN
RISER
SPILLWAY
WEIR
CONCRETE
CONCRETE
EMERGENCY
EMERGENCY
BASIN DRAINAGE IMPERVIOUS IMPERVIOUS RISER SIZE BARREL BARREL INVERT INVERT BARREL DRAIN POOL
POOL ORIFICE 1 ORIFICE 1
ORIFICE 2 ORIFICE 2 BOTTOM
CREST
CREST
TOP DAM ELEV.
ANCHOR
ANTI -SEEP
SPILLWAY
SPILLWAY SA/DA
AREA AREA % INSIDE DIAMETER. LENGTH UPSTREAM DOWNSTREAM SLOPE SIZE SURFACE
VOLUME SIZE INV. ELEV.
SIZE INV. ELEV. ELEV.
ELEV.
ELEV.
ELEV: FOREBAY
SIZE
COLLAR
LENGTH
SURFACE RATIO TYPE
POND -2 18.150c 9.16ac 50.4 5'x5' 48" 104.0 FT 524.80 523.00 1.73% 8" DIP 24,906 SF
86,832 CF 2.5" DIA. 530.50
(2) 10" 0 532.10 525.00
535.50
536.00
538.00 533.00
8'x8'x1'
7'x7'xl'
12 LF
GRASS 2.75 WET DETENTIONPOND
BMP SCHEDULE
10+50
550
540
530
10+00
-------780 - EXISTING GRADE CONTOUR
- PROPOSED GRADE CONTOUR
TDI TD1 - TEMPORARY DIVERSION DITCH
- TEMPORARY POROUS BAFFLES
- TEMPORARY SILT FENCE
0 10 20 40
(IN FEET)
1 INCH = 20 FEET
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TITLE
WET DETENTION POND #2
PROFILE & DETAILS
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NO BY DATE REVISION
PROJECT #: 08-6070 DATE: 09/14/09
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TITLE
WET DETENTION POND #2
PROFILE & DETAILS
SHEET
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1. ALL QUANTITIES LISTED ON THIS DRAWING ARE APPROXIMATE AND ARE LISTED ONLY
TO CLARIFY AND TO PROVIDE A CHECK FOR THE CONTRACTOR FOR ESTIMATING
PURPOSES. THE CONTRACTOR SHALL PERFORM THEIR OWN QUANITY TAK-OFF AND
REPORT PROMPTLY ANY DISCREPANCIES THAT MAY AFFECT BIDDING.
2. REQUIREMENTS FOR MEASURING, BRANCHING, GRADING, QUALITY, CONTAINER GROWN
PLANTS, AND BALLED & BURLAPPED PLANTS SHALL FOLLOW THE STANDARD
CURRENTLY RECOMMENDED BY THE LATEST EDITION OF THE AMERICAN NURSERY
STOCK PUBLISHED BY THE AMERICAN ASSOCIATION O OF NURSERYMENT , INC.
3. ALL LANDSCAPED AREAS AND TREE PLANTINGS SHALL BE IN ACCORDANCE WITH THE
ADOPTED STATE OF NORTH CAROLINA STANDARDS.
4. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITY LINES PRIOR
TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR DAMAGES DUE TO
LANDSCAPE OPERATIONS.
5. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING
SPECIFICATIONS. SEE GRASSING NOTES ON THIS SHEET.
6. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 3' LAYER OF MULCH.
MULCH SHALL BE EITHER SEEASONED SHREADED HARDWOOD OR DRY PINE NEEDLES —
TO BE DETERMINER BY OWNER.
7. REFER TO SHRUB AND TREE PLANTING DETAILES IN THIS DRAWING SET.
8. ALL TREES SHALL HAE A MINIMUM OF TWO INCHES CALIPER AND HAVE A MINIMUM
HEIGHT OF TEN FEET FROM THE GROUND SURFACE, UNLESS OTHERWISE SPECIFIED.
9. THE CONTRACTOR SHALL MAINTAIN THE PLANTINGS AND CONTROL WEEDS IN MULCH
AREAS THROUGH THE DURATION OF CONSTRUCTION.
10. WHERE THE PLANTING CALLS FOR A "MIX", THE PLANTS SHALL BE EVENLY MIXED BY
VARIETY.
11. SPACING SHOWN IS FROM CENTER OF PLANT OR CONTAINER.
12. ALL PLANTS SHALL BE BACKFILLED WITH A MIXTURE OF: 1/3 SCREED TOP SOIL, 1/3
DECOMPOSED PINE BARK MULCH, .1/3 PEAT. (UNLESS OTHERWISE SPECIFIED)
GRASSING NOTES
1. ENTRY LAWN AREAS SHALL BE PROFILE JECT SPRAY HYDRO -DEED WITH BURMUDA
TIFWAY 419 OR APPROVED EQUAL (APPLICATION RATE OF 150-200 LBS/ACRE). LIQUID
LIME APPLICATION RATE OF 2.5 GAL/ACRE AND 20-20-20 LIQUID FERTILIZER (APPLICATION
RATE OF 5 LBS/100 GALLONS OF WATER).
2. ENTRY LAWN AREAS (INCLUDING SHRUB AND TREE PLANTING AREA) SHALL BE ROTO
TILLED TO A DEPTH OF 6" WITH APPLICABLE AMOUNTS OF COMPOST AND/OR LIME
ADDED AS DETERMINED BY SOIL ANALYSIS REPORT.
INSTALLATION & MAINTENANCE RESPONSIBILITY
1. ALL LANDSCAPE MATERIALS SHALL BE PROPERLY INSTALLED AND MAINTAINED BY THE
PROPERTY OWNER IN ACCORDANCE WITH STATE OF NORTH CAROLINA STANDARDS.
2. OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND INSTALLATION OF
IRRIGATION SYSTEM (IF ANY).
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10' VEGETATED SHELF
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10' VEGETATED BANK
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10' VEGETATED BUFFER
TYPICAL 50"PLANTING 5ECTION fOR WET POND
PLANTING NOTES:
1) Plant selection, size, and quantity may vary based on actual conditions, plant
availability, and cost factors.
2) Planting shall consist of plants with inundation tolerances from 0" to 6".
3) Plants shall be spaced as noted in the schedule or shown ant he drawing. 50% of the
plants shall be planted in the 0 to 6" range below the permanent water elevation in
the vegetated shelf. The other 50% of the plants shall be planted in the 0" to 6"
range above the permanent water elevation in the vegetated shelf.
KL
0 15 30 60
(IN FEET)
1 INCH = 30 FEET
FOR WET DETENTION WET DETENTION POND
AREA PLANTING DETAILS, WATER ELEVATION 530.50
THIS SHEET
PERIMETER OF LITTORAL 5t1ELF = 520 LF
Plant Schedule
DATE REVISION
Symbol
Botanica Common
Cont
uant ity
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f x h " � # z �s 1 zz rii�•� ArywS 3- D�' %7 {��(r �''F5 1 # � y.3 R r.. S .. , _ ; .
. r ,l.PS
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Andropogon gerardii B' Blue Stem
1 gal
40
AR
Aronia arbutiFola Red Chokeberry
i gal
40
Al
Asclepias incamata Swamp Mkweed
i gal
40
CF3
Canna flaccida Yellow Canna
Root
60
CL2
Chelone onu 'Hot Lips Pink Turtlehead
1 gal
40
IV2
Iris vir inica 'Hen 's Garnet' Henry's Garnet Sweets ire
Root
60
LC
Lobelia cardinals Cardinal Flower
4" of
40
PC
Pontederia cordata *'Blue' Blue Pickerel Weed
IVIPot
60
IG
Ilex glabra Inkberry Holly
2 gal
120
SL
Sa ittaria lantifola Lance -Leafed Arrowhead
1 gal
60
VN
V'lbumum nudum 'Winterthur' Smooth Wtherod
1 cial
40
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,FnzY 2``v �z:r.E ,-..
CB
Comus alba 'Bud's Yellow Yelp Do wood
2 al
22
EP
Eu atorium perfoliaturn Common Boneset
4" of
30
PV
Panicum vN atum Switch Grass
4" of
16
PC
Pontederia cordata ' Blue' Blue Pickerel Weed
4" of
13
FOR WET DETENTION WET DETENTION POND
AREA PLANTING DETAILS, WATER ELEVATION 530.50
THIS SHEET
PERIMETER OF LITTORAL 5t1ELF = 520 LF
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PLANTING PLAN &
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