NCG240012_MONITORING INFO_20180525

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
V
DOC TYPE
❑HISTORICAL FILE
I}' MONITORING REPORTS
J`
DOC DATE
❑ a D/ � o s a 5
YYYYMMDD

ANNUAL SUMMARY DISCHARGE MONITORING
REPORT (DMR) - STORMWATER
SUBMIT TO CENTRAL OFFICE*' JlN x 4
General Permit No. NCG240000 cWR�7los
Calendar Year 201 j -
*Report ALL STO.RMWATER monitoring data on this form include "No Flow"T'No Discharge" and Benchmark Ex p ar year to the
9 (� g }
DEQ by'.MARCH 9':of each year.
cue ances rom the revious ca end
Certificate of Coverage No. NCG24 [O[d�® Facility Name: ,
County: W�� Phone Number: ( I� }S�- rJa Total no. of SDOs monitored
.Certified Laboratory: EnLiLg=C.. Lab # J Q Lab #
CERTIFICATION
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and
imprisonment for knowing violations." [Required by 40 CFR §122.22]
Signature
Mail this DMR to the NCDEQ Central Office:
Note: the address is correct — Central Files is housed in DWR {Trot DEMLR)
Central Files Telephone [phone]
Date -
N.C. Department of -Environmental Quality (DEQ)
Division of Water Resources
Attn: DWR Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Questions? Contact DEMLR'Stormwater Staff in the Central Office at: [phone]
Permit Date 1012/2017 — 9/30/2022
Last Revised 9/29/2017

Outfall Attachment (make copies as needed for additional outfalls)
Certificate of Coverage No. NCG24 ®❑O FLI®
Stormwater Discharge Outfall (SDO) No. �A VMA Outfall? Yes ❑ No ❑
Is this outfall currently in Tier 2 for any parameter? Yes �No ❑ Was this outfall ever in Tier 2 during the past year.? Yes ❑ No 2-'�
If this outfall was in Tier 2 last year, was monthly monitoring discontinued? Yes, enough consecutive samples below benchmarks to decrease frequency ❑
Yes, received approval from DEMLR to reduce monitoring frequency ❑
Other ❑
Otfall N.:
Tuota
Ikhe$
T$S,
� mgll
COD, ;
moll. ,r
Fecal
�Coliform,-
CoU100m1_:
mgll
TP'
Cu,
mgl
Znmgll
Non ,pol r
osGmg11oRainfall,
MappRcablo`
New Motor °OilT
usaelgaItmo )�,
lfapplFcablr
Stormwater
,dicafe NO
N
applicable
100
120
1000
30
2
0.010
0.075
0.126
6.0-9.0
15
,eq� � � average
PcAar O&G monitmin
..-.
p.
Date Sam le1"r
ColEected
mold
[ o.
..
a�
l
*.. -.a
w
.,ta.`...
r,. x
Y:a
s
I
�s
00
o
0
0-0a9
0, Q
t
D 1= r% I✓ I'
I>C l'l
'JUG) 14
2018
^r—A IR'n A 4
—&1 r—r^
n%% ./P RF
r QNI
Permit Date 1012/2017 — 9/30/2022
Last Revised 9/29/2017

ANNUAL SUMMARY DISCHARGE MONITORING
REPORT (DMR) — STORMWATER _
SUBMIT TO CENTRAL OFFICE* -'.�r "°�
General Permit No. NCG240000 CENTRAL FILE:.
Calendar Year aQt OWR SECTIOV
`Report ALL STORMWATER monitoring data on this form (include "No,Flow"1"No Discharge" and. Be rich mark. Exceedances) from the previous calendar year to the
DEGby MARCH I of each year.
Certificate of Coverage No. NCG24 E2QQ[2 Facility Name: [;t kr��yat C �it��,rk C��
County: (a 1� 4e , Phone Number: (9-L9_) a2,2 9 Total no. of SDOs monitored
Certified Laboratory: (T_r+c. Lab # Lab #
CERTIFICATION
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false.information, including the possibility of fines and
imprisonmen for knowing violations." equired by 40 CFR §122.22]
Signature
Mail this DMR to the NCDEQ Central Office:
Note: the address is correct — Central Files is housed in DWR (not DEMLR)
Central Files Telephone [phone]
Date ! RI
N.C. Department of Environmental Quality (DEQ)
Division of Water Resources
Attn: DWR Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Questions? Contact DEMLR Stormwater Staff in the Central Office at: [phone]
Permit Date 1012/2017 — 9/30/2022
Last Revised 9/29/2017

9II Attachment (make copies as needed for additional outfalls) Certificate of Coverage No. NCG24 M ❑®
water Discharge Outfall (SDO) No. VMA Out#all? Yes ❑ No [.]�
this outfall currently in Tier 2 for am; parameter? Yes �No 'Ma -
Is Was this outfall ever in Tier 2 during the past year? Yes ❑ No [> '
If this outfalI was in Tier 2 last year, was monthly monitoring discontinued? Yes, enough consecutive samples below benchmarks to decrease frequency ❑
Yes, received approval from DEMLR to reduce monitoring frequency ❑
Other ❑
•
OM
• •
•
•
+
•
•+ •
+
Stormwater
Benchmarks
Indicate NO
'0"
applicable
..
Collected,
• . .
s
tal
i
.a ye
q a
o ,a
Permit Date 1012/2017 — 9/30/2022
Last Revised 912912017
2

Quarterly Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG240000
Date submitted a Ot �
CERTIFICATE OF COVERAGE No. NCG240012
FACILITY NAME City of Raleigh Yardwaste Center
COUNTY Wake
PERSON COLLECTING SAMPLES rn. P i0`r)nj±-
LABORATORY. F"wl'o, nW-0 r, L 1 X�I ,Lab Cert. # )0 1 (o
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR ,SDI 2
SAMPLE QUARTER ❑ Jan -March ❑ April -June ❑ July -Sept Oct -Dec
or ❑ Monthly' (month)
i}ISCHARGiNG TO CLASS ❑ORW ❑HQW [:]Trout❑PNA
# ��C ❑Zero -flow ❑Water Supply ❑SA
FEB 15 2018 210-ther C x 0ua6 _, L� ��-
CENTRAL FILES
DWR SECTION
Total event roinfall z , of A"7 or ❑ No discharge this period3
Date Sample
Collected'
(mo/dd/yr)
Outfall No.
TSS
COD
Fecal
. coliform
Total
nitrogen
Total
phosphorus
Total I
copper
Total
lead
Total
zinc
pH
Parameter
benchmarks ===>
100 mg/L4
120 mg/L
1000 col./100 mL
30 mg/L
2 mg/L
0.007 mg/L
0.03 mg/L
0.067 mg/L
6-9
' Monthly sampling (instead of quarterly) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
'The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
3 For sampling periods with no discharge, you must still submit this discharge monitoring report with a checkmark here.
4The T55 benchmark value is 100 mg/L; except when discharging to ORW, HQW, Trout, and PNA waters in which case the benchmark is 50 mg/L.
Permit Date: 10/1/2011-9/30/2016 Last Revised 12/02/11
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new motor oil/month.
Date Sample
Collected'
(mo/dd/yr)
Outfall No.
pH
TPH using method
1664A SGT-HEM
T55
Total
Rainfall'
Check
if No
Flow
This
Period
Average New Motor Oil Usage
6-9
15 mg/L
100 mg/L4
-
NOT
APPLICABLE
Footnotes from Part A also apply to this Part B
FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART li SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS, SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ❑ NO ❑
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one coon of this DMR, including all "No Discharge" reports, within 30 days of receipt of the lab results (or at end of monitorina period
in the case of "No Discharae" renorts) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"1 certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
of Permitteej
,� � 4 1
[Date
Permit Date:10/1/2011-9/30/2016
Last Revised 12/02/11
Page 2 of 2

Quarterly Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG240000
Date submitted i l -
CERTIFICATE OF COVERAGE No. NCG24 Q O
FACILITY NAME { t -kq, 0-r- sL Yacd Wak_ Ce,,Ve�
COUNTY WaVf_
PERSON COLLECTING SAMPLES M 6__j.y' SZ ,4 QLDo-FF—
LABORATORY d4 Lab Cert. I# MA
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR COI 9
SAMPLE QUARTER ❑ Jan -March ❑ April -June 2161y-Sept ❑ Oct -Dec
RPCE 4or Ei Monthly'_ (month)
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
DEC zoi( ro-flow ❑Water Supply []SA
C,E TIRAi, FILE`❑Other
DWR SECTION
Total event rainfall z or No discharge this period3
Date Sample
Collected
(mo/dd/yr)
Outfall No.
TSS
COD
Fecal
coliform
Total
nitrogen
Total
phosphorus
Total
copper
Total
lead
Total
zinc
pH
Parameter
benchmarks ===>
100 mg/L
120 mg/L
1000 col./100 mL
30 mg/L
2 mg/L
0.007 mg/L
0.03 mg/L
0.067 mg/L
6-9
1 Monthly sampling (instead of quarterly) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
2The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
3 For sampling periods with no discharge, you must still submit this discharge monitoring report with a checkmark here.
the TSS benchmark value is 100 mg/L; except when discharging to ORW, HQW, Trout, and PNA waters in which case the benchmark is 50 mg/L.
Permit Date:10/i/2011-9/30/2016 Last Revised 12/02/11
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new motor oil/month.
Datollectede sample
1
C
(mo/dd/yr)
Outfall No.
pH ;
TPH using method
1664A SGT HFM
TSS
Total-
z
Rainfall
Check
if No
Flow
This
Period'
Average New Motor Oil Usage
6-9
15 mg/L '
100 mg/L4
-
-
Footnotes from Part A also apply to this Part B
FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALLTRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANYONE OUTFALL? YES ❑ NO ❑
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one copy of this DMR, including all "No Discharae" reports, within 30 days of receipt of the lab results for at end of monitorinq period
in the case of "No Discharae" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the, information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee) (Date)
Permit Date:10/1/2011-9/30/2016 Last Revised 12/02/11
Page 2 of 2

NOTES:
S U9544,
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PATRIOT DRIVE PRIVATE
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,E
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iff
BERM TYP
fVL
LA R E o I U� 1%`�'� ���DD LIMIT OF YARD WASTE
6 r
PROCESSING AREA, TYP
'C Z �
50 MI EXISTING LEAF RECEIVING ,L ? RCS J` 50 MIN
I AND STORAGE AREA PROVIDE 25' WIDE
z
ACCESS, TYP
I PIKE ELECTRIC CO --------------
w
FUTURE WINDROWS AND PROCESSING AREA
CHANNEL 3 1 - .
LIMIT OF YARD WASTE ��
_ I
C1 PROCESSING LIMITS, TYP
4 P 24° RCP FUTURE LEAF RECEIVING
LIMIT OF s 5 I EXISTING RISER SEDIMENT BASIN I AND STORAGE AREA
EXISTI SEDIMENT BASIN
PROCESSINGRAREA� TYP
ROCK OUTLET
_
APPROXIMATE LOCATION • ro �� St o n
OF EXISTING 2° PVC �. nlm
EXISTI G 4 CONCRETE PIPE f'�t°�M�� I
SANITARY DRAT.. \� ofg
CHANNEL 4 � ,�..
60 LF 30° RCP (CLASS ti _, ,m.,. �.... _W�.. f f S
EC1
of
_ 4
INV IN = 133 e�5� �2
��. _�
. -
V OUT = 131 \ EXISTING CHANNEL
_. = � Jam,•. ,.w w R_.,..._ -• --- ...
CHANNEL 5 -. 2 x 18'L x 2' THICK - PROPOSED GRAVEL ACCESS ROAD � � f+ `
" EC1
.v°•yam CHANNEL 1
CLAS "B° ERASION
_ CONTROL �9� il�'
WARMT-�+ � Ft3R�ttA'K�
" RECEIVING AN0 .STOR-A AREA_ _ _ " _- _o.,.. A4 `-CHANNEL 2 �� / .Scale Gra te'
� ��-.•- � 02�300 "�-
•
EXISTING 24' CONCRETE PIPE" \ t� F�►
3
� EC1
-Al
R TECTI' ­TYP
EXISTING GRAVEL ACCESS ROADAll
�r FISTING SEDIMENT BASIN
0227016
3
EXISTING CHANNEL EXISTING 30° �~ a EXISTING CHANNEL �•.�' ` ROCK' OUTLET`
CONCRETE CULVERT
3 - EXISTING RIP -RAP
_
r..
LINED CHANNEL
ZLCID LANDFILL
(CLOSED)
/0�,r/oD -_-__ EXISTING CHANNEL
�PALLET STORAGE 2 - - � EXI TING 24"
R-----� S CONCRETE PIPE
WOOD MULCH AND COMPOST
S���e SWAP SNP P CUSTOMER PICK-UP AREA
20o r C- 1 a sai 3
t � rt
4 •.
L-
EXISTING WINDROWS - - __, ., -- -- -- EXjsTiNr, -in"
�� CONCRETE CULVERT ��•
AND PROCESSING AREA :"
PROPOSED FIRE HYDRANT EXISTING CONCRETE PAD \
- � -'�_ - EXISTING RIP -RAP
2 ,„ EXISTING ASPHALT PAD
EXISTING CHANNEL LINED CHANNEL
�" .„ FOREBAY ��
EXISTING 18" 5 TYPICAL TUB GRINDER LOCATION 2 - EXISTING DUAL
CE t P� I �
CONCRETE CULVERT 36 RCP
EXISTING DROP-OFF AREA
�R t N DtN� S EXISTING SCALE HOUSE � - • . Q � �e � pJ
-
601
5 EXISTING RIP-RAP�o
LINED CHANNEL - /� I YARD WASTE �o �o ` , EXISTING DE T LION 'POND
UNLOADING
EXISTING SCALE AREA
(PUBLIC o
APPROXIMATE LIMITS OF RECEIVING 2
RECYLING DROP-OFF AREA 1 ,moo EXISTING WINDROWS �o ��� � C Q c' ►�v C-8 Q`
CLOSED C & DD LANDFILL 1 AREA) �o AND PROCESSING AREA
C & DD LANDFILL � 4 2 o� � 2 A � CP & L OVERHEAD
ELECTRIC RIGHT OF WAY
-�
EXISTING COMPOST
COMPOSTING EDUCATION
CURING AREA CENTER I 100 YEAR FLOOD ;PLAIN t 41,1 j
EAF MULCH CUSTOMER - � _
=-
----� .PICK-UP AREA �' � - -� ..a„" _ ,,11 18 CPP
5 5
5 LEAF PROCESSING
AND STORAGE AREA
-
C Al s�,i
W�
-EXISTINGACCESSR A
10
EXISTING FIRE HYDRANT
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E a
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SITE ENTRANCE SITE PLAN NEW HOPE ROAD
1 °=100'
DESIGNED H & S CARq� CITY OF RALEIGH SHOWN BELOW
THE SCALE BAR DATE MARCH, 2000
H & S JOB
DRAWN RSD ��Q�oFESSio,�9� 9 SOLID WASTE SERVICES P MEASURES ONE NUMBER 30427
5 2010 PERMIT RENEWAL 12' 10 JAB CHECKED SEAL ffiZEN ANDSAVER R 0 P 0 S E D O P E R A TI 0 N S INCH LONG ON
CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
4 DENR COMMENTS 12 06 JAB JAB 19391 Environmental Engineers & Scientists LAYOUT PLAN 2 200DENPERMIT
REN WAL s o JAB PROJ.ENGR. u� 4GINE_ -� v WILDERS GROVE YARD WASTE CENTER DRAWING. G3
1 REGULATORY APPROVAL 3 00 ,5,� RALEIGH, NORTH CAROLINA , 704
A.
PERMIT RENEWAL u7VkF AWX
NO. ISSUED FOR DATE BY APPROVED SHEET OF
12/27/06 9:43am FILE= H:\30427\Gen\G3 by PSELISKER XREFs=Misc\30427TB, 00\Sp—st, 001\Sp—tp, 001\Limits, Misc\Phasing,

I

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s
7
9
CITY OF RALEIGH
YARD WASTE CENTER
STORMWATER BASIN ENHANCEMENT
DRAWING INDEX
SHEET SHEET TITLE
NUMBER
G-I COVER SVEL;, LOCATION MAP AND DRARIMD *Kn
C-I 4NIL NOTES AND LE{ENO
C-2 EAL4TNG cm-NIMS
C-] STORMNA-I.R 9ASN PLAN, SECTIONS AND DETAIL
o-I EROSION , SEDWENT CONTROL AND CHANNEL DETAILS
LOCATION MAP
SITE MAP
DESIGNED CITY OFRALEIGH TNL %CA,: UL� ATE SEPTEAIH.- :eta
HAZEN AND SAWYER SHOWYNG ON " k 5
ORAMN MEASURES OW N .YR 30336.011
NORTH CAROLINA ,N,}, LD Nc w
CHECKEDDR
NORTH
Engineers a Scientists THE oRIDINALKU
A
PROLENrx 4011 westChose Blvd. Raleigh, North Carolina 27607 YARD WASTE CENTER n WNG C_1
7
Sm EIS DATE APPROWD license Number. C-0381 STORMWATER BASIN ENHANCEMENT

GENERAL NOTES
OMGKk AERAL SURVEY DATED FEBRAARY 20. 7010 ON CARTOGRAPHIC AERIAL MAPPING ME
HIM CAMPO
191E PIEDMONT PARKWAY_ SITE 105
AAMESTOWN NC 27282
(336) D34-O3I0
HORIZONTAL DATJMU NAD 1983
VE-RNCJUL OAYM. MM 1929
7 MOON PLAN ELEVATIONS FROM FE➢EM ELE1KXKY MANAGEMENT AUKCY RNA) FLOW
INSURANIM STUDY (FIS) PROFKFi
FIRM PANEL 1751
MAP NWBER J72D75)DOK
100 WAR FLOW PLAN ELEVATION - }67.00
L IN AREAS KKK OVERHEAD POWER LWES ARE PRESENT, CONTRACTOR MUST CONTACT THE UTILITY
PRIOR lO NILSTRUCRDN ACTIVITIES TO DETERMINE THE MINIMUM WOUFRED EQUIPMENT CLEARANCE
(NEC) DISTANCE BASED UPON UK SIAENGTI.
1 TIME CONTRACTOR SHALL PROVIDE ADEQUATE 9JPPOET FOR ALL UMUTY POLES AS NECESSARY -
COMPACT TRENCH FIVE (5) FII7 EACH SIDE OF UTILITY POLES TO A MNMAIM LP 95% STANDARD
PROCTOR THE CONTRACTOR SHALL COQRDNATE UTILITY PAYE SUPPORT NM THE APPROPRIATE
UTILITY COMPANIES
S CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY ROWS, MpWAENTS, OTHER
PERmWN7 POINTS AND LINES OF RETEREH[F NO CONSTRUCTION STAKES A REGISTERED LAND
SLRW- AT THE CONTRACTOR'S EXPENSE %UL1 RER.Aq PROPERTY IRONS. MONUMENTS, AND
OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR
IL CONTRACTOR REFERENCE SECTION a152O CF THE SPECIFICATIONS REGARDING MAINTENANCE D
U116TY CPERA71ONS DURING CWS7RICTON - CONSTRUCTION SEOANCIWG
QYERALL EROSION & SEDIMENJATTO CONTROL NOTES
1, THE CONTRACTOR SHALL POST UM90K N SEDIMENTATION CONTROL POUT ON JOB SIT, as
fI01AFID.
2- THE CONTRACTOR 15 FNC"A= TO PHASE CWSTRUCILCI to OMAN EXPOSED SOIL AREAS
FNROUONOUT THE PROJECT
-
3 ALL W9TE ACTNTES SHALL E MANAGED TO ENSUE NO ADVERSE (PACTS TO WATER QUALITY
OMJR DURING AND WIER CONSTRICTION THE ACTIVITIES AS DESCRIBED IN SPECIFICATION
SECTION 02276, AM OTHERS, REQUIRE OVE24 MT THROUGHOUT THE CONSTRUCTION AND
DEVELOPMENT PROCESS TO ASSURE THAT ALL WATER QUALITY STANDARDS ARE PROTECTED, SEE
SPECIFICATION SECTION 02276 FOR FLIRTER REQUIRFM IMIS
4 THE CONTRACTOR SHALL FURNISH AND INSTALL ALE NECLSSMr EROSION CONTROL MEASURES,
WVNER OR HOT SHOWN ON THE PLANS, TO PROTECT ADAACENT CEEIS, RIVERS, ROADWAYS, ETC
FROM SILTATION AND EROSION.
5. EACH EROSION AND SEDIMENTATION CONTROL MEASURE SHALL E INSPECTED ON A WEix,Y BASIS
AND WITHIN 24 HWAS F01OWN0 A STORM EVENT MAU MAN ONE-HALF INCH_ EACV MEASURE
SHALL E MAINTAINED AS INDICATED N SPECIFICATION SLCDW =76
6 ALL EXCESS SOL RESULTING FROM EARTHWORK OPERATIONS SHALL BESTODUIILED IN DESIGNATED
STOCKPILE/LAIDOWN AREAS. TEMPORARY SEEDING MEASURES OF ALL STOCKPlL/LAYDONN AREAS
SOUL E EMPLOYED THROUGHOUT CONSTRUCTION STOC PDE LOCATIONS SHALL REMAIN MORE MAN
SO FEET FROM STORM DRAWS NMD/OI STREAMS APO SHALL RD" WITHIN. THE DE90A1T03 LLMTS
C 015TMMAKCE ME CONTRACTOR SHALL REAM, AMID DSPOSE CT -,SITE, ALL 1XcEw AM
UNSUITABLE MAIQWALS NTHN THIRTY (30) CAtSECUTIVE DAYS AFTER NOTICE TO PROI TE
CONTRACTOR WALL SLBrr TO THE ENCI EEF ALL REQUIRED PERMITS AID A LIST Or DISPOSAL
SITES FOR THE E[CESS/L/rgAIABIE MATERIAL
7 ALL OEWATERNC FROM SIOWWATER POND SHALL E AMID TO A FILTER BAG FOR TREATMENT.
ALL FILTER BAGS SHALL BE APPROMAMEEY WILD FOR DEWATIM FLOW AND SUBMITTED FOR
EMGI@R'S APPROVAL ALL OMTERNG BAGS 94ALL E INSTALLED ON A A LAYER OF NO. 57
STONE. AS ILLUSTRATED IN STANDARD OVA& 7/1)-t. CFF,LENI FROM rE TER BAG MAY CSCARE
TO CASTAC $TORM DRAW SYSTEM.
0. ALL PIPE OM SHALL E INSTA JD N ACCORDANCE W1W SIANDArD CONSIRILCTI N TCRHOUES
ONLY THE LENGTH OF TRDICT N 1111ILOH PIPE CAN E WSTAIJED N ONE DAYS TIME SHALL E
OPEN 47 ANY TWE. 0744 SPOL NATMAL PLACED ON THE UPHILL SIDE O THE TRENCH PIPING
SHALL BE CAPPED AT THE 00 Or EACH ROM DAY 70 PREVENT SEDIMENT FROM ENTCHVC PPE
TRENCH SHALL BE BACIFILIW AT 00 E EACH WORK DAY NO %tUR(FFD AREA SELDED NTH
TEMPCARY SEEDING MEASURES, AS APPROPRIATE
9. THE NORTH CAROLIAA S OMENIT47ION PQLIUTION CONTROL ACT REQUIRES PERSONS RESPCIM9TSE
FOR LAND DISIUR3 IG ACTnynIS TO INSPECT ONE PROJECT AFTER EACH PHASE D CONSTRUCTION
TO MAKE SURE THE APPROVED EROSION AID 9EDIIIENTATION CONTROL PLAN IS ENC rOLLOWEO.
AS ORMONALLY APPROVED. THE SELF-WrISCRp1 PROCRAM IS SEPARATE FROM THE WELKLY
SELF-MOINTORINO PROGRAM OF THE NOOES STOrNNATER P(RMT FOR CCNSTIIUCTIW ACTIVITIES
THE CONTRACTOR SHALL RSIPLEIF THE SLUR O'EctlCt rDRw PROVIDED IN 9'EOFICA714N
SECtION 02276 AS A PART OF TIE SELF-INSITEC7I0IN PPOCRAM,
10 ALL 15MON CONTROL MEASURES SHALL REMAIN N PLACE UNTIL CYNSTRUCnoN is COMPLETE,
PERMANENT VEGETATION S ESTABSUED ON Au DISTURBED AREAS AND APPROVAL BY NWEN P
LAND OUALUTY AND ENSIEER IS OVEN. AREAS *IEPE FROSICN AND SEDIMENTATION CONTROL
MEASURES AAE REMOVED SHALJ, E REGRADED AND SLEOEO TO MATCH GRIrMAL SITE CONDITIONS
EROSION & SEDIMENTATION CONTROL CONSTRUCTIQH SEQUENCING
PWLSE I
1. Of CONTRACTOR SHAD, SO AND NPLEMI THE REQUIREMENTS OF THE OPROVED ERMCk NO
SWIENTAMOk CONTRA, PLAY AND CONTACT WC MR DIVISION Or LAND OUAUTY AT LEAST TWO (2)
N[EICS BUM CONSIRUC10 ACTMRES KON ((I19) M9 1200). THE CONTRACTOR SHALL ACE BY ALL
REDAEIENTS OF THE NORTH CAR411A OCERAL POUT FOR STORLIBLTER Dl5C4ARYfS, HPOE'S Q)"k
PQYT NCO2100o0 THE SVIP3 AND ALL RCOIBID DOCUMENTATION SHALL BE IEPT UP 10 DATE ND
MAINTAINED IN A WE LOCATION ON -SITE AT ALL USES DIIRNO CO/STRIZ10,
2. PROM TO ANY LAID D SOK ACTIVITIES. THE CONTRACTOR SNAIL INSTAL ALL TEMPORARY PERMITS
EIFOAPN CONTROL MEASURES. AS IDICATUD ON THE DMIRACT DRAWWCS
i ONCE ALL TEMPORARY REPORTER EROSION CONTROL MEASURES HAVE BEEN NSTALLED. THE CONTRACTOR
94A L TEN EOH BASIN DEWARPW-
4. FRLONNG THE INSTALLATION O ALL TEMPORARY EROSION AND SFOMENTATON CONTROL MEASURES AMD
DERATFRK, FOR PHASE 1 ACTINTES, THE CONTRACTOR MAY KGtN LARTHWORT OpgtanaNS ALL
STRPPFD IOPSOL SHALL BE STOCKPILED N THE DESIGNATED STOOCNLEAAYDOMN ALAS AND
EEMPORARY SLEW MEASURES SHOULD H EMPLOYED I1HIROUG4OU7 CONSTRUCTOR. STOCIPAE LOCATIONS
SHALL REMAIN! MM MAN SO TEEN FROM STORM DRAWS AND/OR STLLCA EARTHMORA. S70RACE OF
MATERIEL ETC 5 P1007ED OUTSIDE THE DESGNATED LIMITS O OSTURBANCE.
;nW a
I RE CONTRACTOR SISAL W61ALL ALL REMAINING EROSION AND SEDIMENTATION CONTROL MEASURES NO1
INSTALLED DURING PHASE I ACTIVITIES, CONTRACTOR SHAM REMOVE ALOU ULATIED MONIE NT FROM BASIN
AND OISPOSE OF IN LOCATION SUCH THAT FURTHER SEDWINT TWAXWONT DOES NOT OCCUR CONTRACTOR
SHALL EACAVARE/E)IFANO FORE9AY AS SHORN ON ORAUMM LONIRACTCR SHALL ASPECT E10.STNG
OUTEt RISER AND REPAIR AO/OR DEAN AS NECESSARY TO RESTORE OMCYNAL FUNC1xk SEE DETAL
2/C-3, P W puMEL SOUL BE CLEARED O xOFTATNIN AND IAlOD TO A REGULAR SECTION As
PER OEEAI 6/D-1. STONE OE04 DARE SHALL E 061ALLO AID CHANNEL STABILIZED.
2. TONE CONTRACTOR SHALL MAWIAN ALL EROSION AND 5[OREUTATION CONTROL MEASURES THROUGHOUT
COIC RUCTION ACTIVITIES AS WOICATED N SKOT01TO S ci)m a2276
3 THE CONTRACTOR 9HAL ENSURE THAT TEMPOARY SLEO IC MEASURES ARE PROVIDED THtOUGHCl1
CONSTRUCTION. AS INDICATED OR THE CONTRACT DRAW" OR AS [NECTED BY THE EWOIEER- 01000
COVER SINS E PROW= FOR BI6IUIMFD AREAS WHERE ROW AS TEMPORARILY CEASED NNM 5EW:N
(7) K MJK DAYS DISTURBED AREAS MERE CONSTRUCTION ACTIVITIES HAVE PE MANTINtLY EASED
SHALL BE STAINU2ID NM PERMANENI SEED WITIWM FOURTEEN 114) CALENDAR DAYS FOLLONVO
C]dTRICTNON.
PHASE OI
I ONCE PERMANENT STAMLA704 HAS OCCLRREC, TEWADIRART SEDIMENT CONTROL MEASURES MAY E
REMCVM UPON APPROVAL FROM NCDENR [AND OUALITY AAD ME rwUNVER ANY AREAS U15TURBED BY
THE REMOVAL OF EROSION CONTROL WASLREs SHALL SIC RETURNED To ME ORIGINAL, OR BETTER,
CONDITION BEFORE SEEDED. MULCHED. AND FERnU2ED
HEDULE
PERWNENT SEEDOC - SLOPES 4:t WA
E✓6lE ME PLANTING RAZE MK-
MILL
AC I - OCT 15 �STYR GWL FESL•LE 3W LHS/ACRE O 5% FEW
40p6 L%/AGE
LED 15 - APR 1s BERMDA CRIM A L89/0CRE D Sal rM
4000 LOS/ACE
PERIMRENI SE MIK - 'SLOPES UWATER THAN 4 1
06,E in PIAYiF6 R1AT UL
MagH
F13 15 - APR 30 TAIL TYS[ 8D LBS/ACE BY 9A TEST
4WD L95/ACRE
W gY 1 - OCT 30
TB 15 - APR 30 PENSACOLA BALM Cl4SS 50 LBS/FOIE By SOL rESI
4001D UfS/APE
WSW I - OC7 30
FEB 15 - APR 30 NOB, LESPCDEZA 46 LBS/ACRE BY SOIL EM
40M LBS/ACRE
OR SEP 1 - GOT 30
I=
1 FROM MID-APRL 7HIMUC H M G-NICU67 ADD 10 UOS/AGE GERMAN MILLET W 15 LBS/ACE
SUNDMOaL55 PROM TO MAY OR INTER AUGUST 15TH AM a0 U/AGE RYE (GRAN).
2 UME AND FERTILIZER ARE TO E CSNED ALTO SOIL SURFACE TO A MINIMUM DEPTH O A NOES
i MIXON SHALL BE GRAIN STRAW OR EOIMAEMT.
4. ANDHOR SIT TACKNIG W77H ASHPAL7 (a.1O GAL./SQ. Y05f. RCMMC OR FITrNO OR
BY pOWNG
11111H A MULCH ANC HORNLG TOOL
TEMPORARY SEETNNG
Jon PUNDNsANE AL
roof
MICA 15 - APR Is RR 91101 !20 LES/AO[ 29W UK/AO[
N000 LIS/Am
APR IS - AUG 15 GERM MILER N0 USJACRE 2000 US/KK
41DO 01S ACNE
WTLANC. RIPAFJM BUFFER AND SLOPES (GREATER THAN 2 T)
WE TE PlAym 96 E III Mao!
ALL 15 - ARM 15 RYE GRAN 12D LOSIACM Moo LBS/AM M LBwNCNE
APR 15 - AM 15 GRIMMA WILD Q IES,'ACE 7L90 LBSAM 4000 UOVACE
IE1PfMWR1 SfIDND- APAi1CAIdH O FFRFAlINR IPF7 SEED
7- Fp71RIFE WIN 15 Les PER :.® So rI. WHO, 3FI1WG 70P DIM 010 10 LEE PER IAW SO ITT
WIOM rWVEA IS ES1AAS0
I. ETNIN FERRN[T AND MAY NO SEPTEIHR *0 MMOEIL SEED WTFT 130 16 PIR AGE O RYE
BETWEEW JUE AMID KAM SEED NOW 40 LOS PER ACE Or MOTOR MI.W.
3 APLCA10k RATES AND/OM CHEMICAL ANALYSIS FOR LAE RATS MALL BE ESIALiV9ED BY SOIL
TEST.
a. 79X MAD+ BY APPLYING ASPHALT TACK AT A RATE OF 010 GAL/EQ. TITS (TO GAL/I,ODD 50- rT-)
GMAT CONEERV NA ,HOWLER OR SOL C01SCAxTpN SERVICE FOR ADCXTOW INFORMATION CONCERNWO
OM ALTERNATIVES FOR VECETATI N OF TIEHAED AREAS M AOM AGRAT1o1, RATES ARE NWQSE MICH DO
WELL 090 LOCAL NMQTHGG: OTHER SEEDW RAT CMMI R ARE POSSIBLE
PaW iTA41N.WATION TWIAM *
. RWWMs
lY4!w�LRSLrAM
4Mw�A�r�PN
T�
.� =r MrNW ruIPIW�
rA+.w�e�HrU..
L� AM41b���AA�rA•
i H�
NwW�b�Aw Nc►i.n
SEED BED PREPARATION
I CONTRACTOR 9:AL PREPARE ALL AREAS 10 RECCAE TNOPI OR PERMANENT SRO" MEA9RIS PRIOR
t0 PLANNC
2 TOPSOIL SHAM E RACED N WAS TD E SEEDED AO RDUlF11ED REM TRACIM EQUIP" OR OTHER
SKIABLE MMAES. SLOPES S7EFPEER THAN 3:1 MAY BE ROUQHENED E GROOVING, I`URRON N0-
TRApU6. OR S'AIRS` P MICINC. SLOPE'S RATTER 11001 3:1 SHOULD E MOVED BY O19NIG.
HNAPAMNNG, wxw.. OPERATAO RANrNG EOUFWENI ON THE CONTOUR
3 SOIL AMENDMENTS WICLANiG. BN NOT UM7C0 10. LIME NO TATIUM SKWL If SPREAD AS NECESSARY.
AND A7 THE RATES SHORN N THE SEEDING SCHILINJ E. SEFDWG SOUL BE AS PER TYPE AND RATES
SHOWN IN THE SLIDING SCHEDULE. SEED SHALL E B IC A04LS7 AS SOON AS POSSIBLE FOUDI ND
ROIri(MMD. BEFORE SURFAM HAS BEEN SE4.ED BY RAINFALL
,MULCHING AND TACKING AGENTS
I MUCH MUST COVER A MNNOM Or 80 PERCENT O THE SLR SURFACE AND M1S1 BE SECURED BY
tAc", CRW *K, OR NEf11MC.
2 WOOD CCJALM FIER MLACH SHALL OE I= N WNCSEEDNL CRASS SEED W COMBINATION WIN
FERTIL72ER.5 NO OTHER APPROVED AD07pNi
3. NEr:K WITH PLASTIC AESH AND/ON PLASTIC TWINE SHALL BE USED 01 WEILAND AND RIPARIAN BUFFETS
TO PROTECT SOUL ANNALS.
HYDROSEEDING
I HTDMOSEFOMG SHAM BE CARRIED OUT N THEE STEPS. STEP ONE 91A L CO145'7 Or THE APPLICATION
OF UE. IN STEP W. THE SEED ADMIRE SMALL BE MIXED WITH FEE FERRIIEA, WOOD mIUATa IDEA
MLACK AND ANY FEpUREO INOCOUNT5 NO APPLIED TO THE SEED 8M SBP INtL SOUL CO SI OF
PPL[ATICY OF TOP DIESSIC M404 THE FIRST VOC ON FALL. WHENEVER COMES FIRST, AFRO STEP
TWO,
2 WCABDENIS FOR THE MIXTURE NO STEPS SHOULD BEDAMMED NM A TAN OF WATER AND THOROUGHLY
ARMED 70 A HOMOGENEOUS SLURRY AND
SPRAYED OUT UNDER A MMUM Or 3M-MO POUNDS PREj URIC
R SUITABLE PROPORTIONS TO ACCOMMODATE nE TYPE AND CAPI CP OF ME HYDRAULIC WOWS TO E
Wa APROnW5 SHALL E EVENLY $PRATED ONO! THE GROUND SURFACE. TIE CONTRACTOR %VIL
ERE[ THE TOPSOIL OF SFDP&I_ ROOFS. RUBOIS H NO OTHER DELETERIOUS LATERALS AO OISPOSE OF
SALE OFF THE SAE. THE MITE SOD. EXCEPT 015010 STEEP EMO'IMOUR AREA SHALL BE POUCH ROM
TO REMOVE STONES, ROM ND RUBBISH OVER 4 INCHES N 92L AND OW DELETERIOUS BNTERMIS
AO DISPOSE OF SINE OFF THE SILL
3 W SEEDRO SVUWD E UNOLF ATO W WI OR LWAORABLE ■EATHIM Nfw THE GOWNED S TOO
IV t0 *A EASILY. WHEN 0 IS N rRONN COLOOg16, OR 00 I 5 M DIN'. ANY SMILE SNOTS
SON N TOO TO THEE WmRS 9011 E RECLETNATEO. R-R71.IZF4 AT HALF THE RAIL RV®. SEEMED,
Alp MMIETED AWN By ME04NWA OR KIND BOWWST M'DIOD ACEEPABLE 10 THE OVER.
SITE LEGEND
EROSION CONTROL LEGEND
NEW
EKISTNG
BUEONG/STRUCIIAE
EI FEWCEO
TFMPONARY/KRMA4ENT CHANNEL
---�-
CONCRETE PAVFI[MT ROAD
_._
OLSTIAMANCE/CWSTRUCTW
RESURFACED ASPHALT RDA:.
CONCRUE CURB
LIMITS
GRAVEL iOSTRUCTVO4 ENTRANCE O
AND GUTTER
FIBER FILTRATION TINE
LUIP+EIE PAD /PAYNK
■
YARD WILET PROTECTION O
CONCRETE SIDEWALK
EAE:AYAlE17 CROP INIFT O
CONTOUR
Cxx I
301 'YL SPOT ELEVATION
]]7�pp7 ��
TEMPORARY ROADWAYO
PR'OPERTV LINE
WASiRuOc
—•—
CONSTRUCTION LWITS
■
WA9HOUT 1(A3T VaDLITY
�-
FEW2
:' T
SLOPE TUNF RLWORCCMENI
APPROTIIMATE
7RU LINE
MATTWG (TRW)
YARD PIPING
O
MANHOLE
O
_ YARD/WPM WLEI
FLARED END SECTION
(`W
- STORY DRAW LINE
- -
— —
0A0a
MjINMD ARIL
Environmental Engineers 6 Scientists
4011 WestChose Blvd, Raleigh, North Carolina 2707
License Number. c-0381
` _
CITY OF RALFIGH
NORTH CAROLINA
CIVIL NOTES AND LEGEND
Ni SCALE BAR
SHOWN BELOW
MIAs L
THE C0004AL
DRAIM4G
SATE SEPTEWER 2013
H E S JOB
NLMBER 3003"11
�PAh
N.-Vw,N
-
C_1
YARD WASTE CENTER
STORMWATER BASIN ENHANCEMENT
ISSUED FOR
DATE
By
APROVED

r.I�, J\\— J�J''/f���II I` 'I I 1 /'!���j(''•�,�.-1 ` i\ f�~ � r! Nil,
..mob 1 i %�/� �I►,'�.� 1 � i'.' \, �.[`,
YARD WASTE OPERATIONS OFFICE 1'! J i \ \ a5,c ■
�InPl
�� zrµ. !r.`�1� V��1� tit 11.1 + � / I' ` � ` �� �� - - � I� _� � 1� �— %��' � � dO � �•
fr'
iJ/ �: ! x„Al2
�z� V A f �1 /� / �lt �I� II� 1 I r -, �r J ,�.,� x ,,a
a�,;!;
III ` �j�.l
�
ti CITY OF W WEIGH I
--YdIDERS GROVE ,- - �;
FILL (CLOSED)YARD-WISTE CENTER `-' J� t--� '�
\ � J � �rI I} �`:� �f �` • � I'� 1 .! ! J/ fl I S zm1.c I I \:�' � i
\� \� �1 c` f ;, I \ I . •f PROJECT AREA r
GRAVEL ACCESS ROAD'
l, 6E INSTALLED. SEf
DRAWING C-3,
� � _ /s :Ta T 11 )� � �~'-� � ' I � �f 706.! 1 ✓� I rl\ t
]VGP N �111 1
� �\ ' °"' \ ��4-----�1E• r 1 I + �) � I � ; � xaQ s {� .1 \� f" p OfE � � s
�\<'
\�ix z:Jn
o[Paec - \ CITY OF RALEIGH " m �ow n1rf 5�>�Ert 2013
°�� - UVENAM SAWYER "
NORTH CAROLINA �s� m" Nwwk 3033"11
s EXISTING CONQITIONS NI Low oN bRA'""G
PRDIEWk "fO�Q Environmental Engineers & Scientists `!
TH[ C91dul NltyKR
4011 WeslChase Blvd, RnleIgh. North Carolina 276U7
` YARD WASTE CENTER °RA"nH0 C-2
ISM FM DAR License Number. a-o3e} - = STORMWATER BASIN ENHANCEMENT

EXISTING OJLYERT OUTLE1 ELS7ING ACT-TSS
ROM
6' THICK BASE OF M STOVE
INSTALLED OVER DISIF1G ROADWAY
STONE CNECM DAY ` ` DETAIL
Y SEEPON
I APPROX. 40' SPACING r SEE DETNL SIC-3
SEE DETAR 5/p-1 -
1 j SEE DETAIL b
Y
CHANNEL LOVED WTH NMI CLASS B RPRAP
10' 1,". EYTEHOWG 10 TOP OF OHAMMEI,
``198 J
-
I
s
O.'TLET RSER IO
BE REPAIRED. SEE
DEIAM 2-/C-3
��.
I UPLAND AREAS BEXMFD OR ACPE9 10 FLOW
i0 RIPRAP OHAXNEL AM 1 GRMAY FGL{OIYHy
i BASIN RLGONSTRUCTION1, RATHER THAN FLOW
DRECTLY NTO POND
_-
^CONSTRUCTOR LXNT
ELI FENCE INSTALLED
ALONG EDGE OF ROADWAY
`— EEGFO WG AT EL 192, POND
9011 BE EXCAVATED TO EL 105,
FadOWMG A 3'1 SIDE SLOPE
STABILIZED STONE OUTLET.
SET DETAE SID-1.
SLXIEEN
EXISTING
TOP PLAN NEW OF TRASH RACK
;GAL
(ANClE} BRACE,
WELD TO TRASH RACK
36' BITIJW14M COMER
CORRUGATED METAL
RISER PIPE —
24' Eli BARREL —
INN OUT - 1850
EXISTING POND OUTLET STRUCTURE
DETAIL
N'S j
ITALY
HORIZDNIAL L. RADIALLY HELD
TO TRASH RACK
1/4'1e2'x24'
G{LY. ANIT-YOTTEX PLATE
I'NI/2' GALY BAR STOUT, TYP
1/1's11'A24'
GALY, ANT -VORTEX PLATE
WELD TO TRASH RACK
1/4'x2'i4' -MELDED TO THE
VERTICAL BAR, CALM BAR S2E-
1-1/2"'1 /2'N24' LONG. BLUED TD
RISER- WTH 316 SS1 BOLTS
EXISTING DRAWDONN ORIFICE COVER TO BE REMOVED
REPLACE WTH t2' CMP MELDED AND GROUTED TO RISER
STRUCTURE TO SURROUND EXISTING DRAWOOWN ORIFICE
E)STWG ORAROOIN ORIFICE EL. 189
1-1/2' X 9 CA. GALVANIZED EXPANDED
METAL GRATE INSTALLED OVER TOP AND
BOTTOM OF CLP ORIFICE TRASH RACK
CONCRETE ANT-FLOATARONI BLOOD
(5'W N S'L N 1.25, THICK)
NOTES:
SITE PLAN
1. EXCAVATED S06_ AND SEDIMENT SHALL BE
DISPOSED OF IN APPROVED WANNER SUCH THAT
FURTHER SEDIMENT TRANSPORT DOES NOT
OCCUR.
2 ALL DISTURBED AREAS SHALL. WTNIN 14
CALENDAR DAYS OF COMPLEnCH OF ANY
PHASE OF TRADW. BE RANTED OR OTHER
PROVIDED WITH TEMPORARY GROUND COVER,
NOTICE CLASS B RIPRAP
DEVICES, OR STRUCTURES SUFFICIENT TO
WN 1B� THIL71 B'_
RESTRAIN EROSION.1PERMANENT
�
OTi0UN0 COVER SUFFOpENT TO
APORCF WATER S:RFACE -
RESTRNN ER090M WET BE PLANTED OR
OTHERWSE PROVIDED WTTHN 14 CALENDAR
L DAYS FO1.011" COMPLETION OF CONSTRUCTION
FORFRAY
J l—�
�
MAKE BASIN OR DEVELOPMENT, r.
E: lean
1
4, LXISRW FOREBAY DRAIN PIPE SMAU 0E
DEMOLU9HED M ENCOUNTERED DLW4F FOREBAY -
-1
l
EXCAVATION.
TFR
BASIN FOREBAY
GFOEExTU
DETAIL
TOTAL DISTURBED AREA. 1.8 ACRESI
NIS j
DE90M -
uA�J�j A A[�][%�
11CLJE Ill\D S�1I111�,R
Environmental Engineers & Scientists
4DI I WestChase Blvd, Releigh, North Carolina 27607
License Number: C-0381
�'
CITY OF RALEIGH
NORTH CAROLINA
STORMWATER BASIN PLAN,
SECTIONS AND DETAIL
T SCALE BAR
..:,TAN BEJOW
INCH �(::RfS �
THE 91"'"AL
GAIT. SEPTEN�E1i 2013
H a S JOBDRAWN -011
NUMBER
CHECK _
G1E6®
NUMBER
C-3
YARD WASTE CENTER
STORMWATER BASIN ENHANCEMENT
WU
6'L,TUW FN)(r
DATE
B7 I
APPROVED
S

s7m PC5T
70P B7RAM0
STAY WINES
CALM. WIRE FANK-
AND FILTER FABRIC.
BURY TOE OF FILTER
FABRIC A MIN. OF e'
BOTTOM STRAND
GRADE LNAE-
-- l 116L
ELEVATION
N=
1. DINIA STRENGTH FLIER TASK (AS APPROVED BY ENGINEER)
NTH 6.-V POST WACNG ODES NOT REAM KSN SIPPORT
rlj�
2 FLIP FABRIC SHALL BE WIRED WC&V TO POST r1H WIRE OR
D► TIES OF SB LB MIN. TOW STilWW
3. OWEN JOINTS Alt WCEMMY. FASTEN FILTER CLOTH ONLY AT A
UPPORT POST NTH i -0' NW. OVERLAP TO NEXT POST.
SILT FENCE
DETAIL
NiS D-1
i C
# Tn
n
a
P.-T
7RENCH AND
THOROUGKLT
SECTION
0 r MATING
TRANSVERSE ANCHOR
TRENCH SHALL BE S'
DEEP.
NOTE, STAPLES TO BE WACED AT
3'-0' wx, N ALL DIRECTIONS
PERSPECTIVE
ANCHOR-7TipVCY1
—1—
COMPACTED, LONGITUDINAL
SACKFI" (TYP_) ANCHOR TRENCH �.
MATTING
1�n � m
���' fir" 6• w5l LINING STAPLES
Tvp.wP DETAIL
VEGETATIVE MATING
DETAIL 4
Nis
M0001 CLASS A 0WAP
°Qss wF
�- Ali
FILTER OEOTrN71L
•��
!•�� Ski
STONE CHECK DAM
DETAIL 5
NTa 0-T
1, m.xwna w.b. m� wm. wr m Awsr a bwA¢ x IOA.oIsn mran RTl we
.d w.r.ln
2 x .uwr .� Ail. a x R.+'O..A+ sTA.P1T A.G Fab a n6 VIANi W l wAT .a
iosou sS.vcArlwr6
BloA.IN .cm . nowN 1LB 6.PAANall wr rrm Pp> rrlr . fib* 0
9P .KN a+ee $04
41
MCM N2A UNNUNa a rG r IXLrm M .mr one n NT
0
0 aiNNt rA10 FAFieff kwl w% w.Rrn6 +sea . >ur r x we AA. Nm
IN +®+rc
[ +[ .w olo..Ar trot LE9EL'4 aBY w1Or
r i A(D u. our¢ pl5rl a
Nsarwr sm+ RB rrc r a®nIFAAAr a
ELEV. xa-. o.= NO •ria A• a w ter¢ er Ps rA.rAc a N I WA 0
- e�11Q PE G 71PVIM. ®Eli R4 MC lP.l E r1/rm W� i R151/ iO4r b4 KAAAAN6
10/OAA fT FM rx r•V
fwd R.GrA.j
202 — ?i - D' ELEV. r 0— -aar lr.c s.rs
00 - mlu a sns PN rAn bnl. I I�41 IVwLsssiNi owrW. i `v .[ m� Raw 6.0
98 198 ss soav m rwc a. MOO ue we sa. IS Ae.s® rm.ae
196 196 2 :o�SCOW BMW:A*EW 1 .00a � WN
7 94 1 1 194 rc+.rr�� Wws
MR Y�' ME T wow F-Mum mw RR= Me Iica..a. Me nr nrasr a
ww. A®As "' -" s omwaP r AN .nl 024
4 B• _ 0' 4 con 5T1— ewo.Ren isNl PIE rc 9ma r rsorlm Waal
s
.Pb'PPM ■WIAGii A� bpf IW wtlra bl wE 6 At
milli CAPIQIY 11C r�TAa Val/Rr.
R1Cbr'IHe. 9QMM WAU wrN RI'.IZZ--
CHANNEL SECTION WAW wrrD -wwhow '� r�rFrr-rw..s STABLM STONE OUTLET FOR SILT FENCE
DETAIL 6 _ 0",NAOMIDETAIL1.5' - V - 0' 0-1 � gum uA
No � -
B SLI iaa Lux . 0T Own L raxwwur
me wcocil
rW
SIDE NEW
TEMPORARY SEDIMENT FILTER BAG
DETAIL
NTS
DFSIGFm -
HAZENAND SAWYER _!��
Environmental Engineers 8 Scientists
4011 WestCha5e Blvd. Raleigh. North CaFohno 27607
license Number: [-0381
CITY OF RALEIGH
NORTH CAROLINA
EROSION AND SEDIMENT
CONTROL DETAILS. CHANNEL
DETAILS
'�F 5zki 9".
MEAsu ssLac
� LONG ON
THE Dmamu
DRA.PIp
aA'_ SEPTU"R 2013
wwR 30336-011
DRAWN
°E°KD -
P6vLoFaL -
°F"":
NuVi•"
D-1
YARD WASTE CENTER
STORMWATER BASIN ENHANCEMENT
NL
BSLm rat
DATE
Br
AaH+DxD