NCG140381_MONITORING INFO_20181026

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
�V CiCa /L-J 6 3
aOCTYPE
❑HISTORICAL FILE
f� MONITORING REPORTS
DOC DATE
pQol DO
YYYYMMDD

l C
PROCESS WASTEWATER -- Quarterly Discharge Monitoring Report
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COY,�RAG NO. CG14,e) � f/
FACILITY NAME. k /
PERSON COLLECTING SA LES•
CERTIFIED LABORATORY/ / ab # / Z
Lab #
LIMIT VIOLATIONS? YES ❑ NO P•
Part A: Wastewater Monitoring Requirements
SAMPLE COLLECTION YEAR:
SAMPLE QUARTER: - ®!ul-Sept ❑Oct -Dec ❑Jan -Mara
COUNTY:
PHONE NO. (_L4)��-���
ADD TO LISTSERVE? []YES [-]NO EMAIL:
DISCHARGING TO CLASS. ❑SA ❑HQW ❑PNA ❑Trout
OPTIONAL INFO:
❑April -June
❑Other __ _,
Outfall No.
Date Sample
Collected'
(mrn/dd/yr)
Type of Wastewater
z
(VE, RM, MD)
pH
(standard)
Total Suspended
Solids
(mg/L)
Settleable
Solids
(MLA)
TPH usingDischarge
method 1664A
SGT-HEM'
(mg/L)
Duration
(minutes)
Total Flow
7
(gallons/day)
-
-
-
6-93'4
303,5
53
(15)6
-
-
12
�vvi�v-v•
1 If wastewater systems have not discharged in this quarter— report "No Flow" or "No Discharge" here. Please make sure to mark the sample quarter above.
2 Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MD). Report more than one type if the waste -stream is commingled.
s If an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring.
4 pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
S TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
1of2

s Process wasater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater,
but insterd is subject to benchmarks and provisions of Part 1V, Section A, including the Tiered Response Action.
7 Flow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 50% of the Summer 7Q10 Flow as per 15A
NCAC 02B .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY INCLUDING ALL "NO FLOW" "NO DISCHARGE" WITHIN 30 DAYS OF RECEIPT OF SAMPLE OR
AT END OF MONITORING PERIOD IN CASE OF "NO FLOW") TO:
Division of Water Quality
Attn-. DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
YOU MUST SIGN THIS C£RTIFIC TION FOR ANY INF )RM TION 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. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
ure of Perm
Z7 ,G%
- e /- (Da/tee
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
2 of 2

i
STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 0 S Zt� 1 SAMPLE COLLECTION YEAR: 2 O ) -:�
FACILITY NAME: C,60'�t,tjl'rt(U�SAMPLING PERIOD: ❑July Decernl�er [January June
PERSON COLLECTING SAMPLES COUNTY t,,/� k�
CERTIFIED LABORATORY�ac.f 1a(�nJA�tak;r:a Lab f# _ 417 PHONE NO. (1� 9 05�2 Z
Lab # ^ ADD TO LISTSERVE? ES ❑NO EMAIL:
OPTIONAL INFO: DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout [JOtherC_ 4
Part A: Stormwater Monitoring Requirements
Outfall No.
Date Sample Collected
(mo/dd/yr OR
NO FLOW)'
pH
(Standard
Units)
TSS
(mg/L)
Event
Duration
(minutes)
Total
Rainfall4
{in)
in Tier 2
Monthly
Monitoring?
(y/n)
# of Months inTier
2 Sampling
-
6-9z
100
-
- Z-
�.
3. s
1
-}
N
RECEIVED
APR
rl"AITF
A F
DWR :
)ECTION
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
z If a value is in excess of the benchmark, or outside the benchmark range (for plI), you must }rnplement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TSS benchmark values are 10C mg/I, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/I.
For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

`ter•
Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using> 55 gal of new motor oil/month —averaged over a calendar year.
Outfall
No.
Date Sample
Collected
(mo/dd/yr)'
PH
(standard
units)
TPH using method
1664A5GT-HEM
(mg/L)
Total Suspended
Solids
(mg/L)
Event
Duration
(minutes)
Total
n
Rainfall
(in)
New Motor Oil
Usage
(gal/month)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months
in Tier 2
s
Sampling
6-9
15
100 ,
-
-
-
HAS YOUR FACI LITY HAD q OR MORE BENCHMARK EXCEEDEN AT ANYONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO
HAVE YOU CONTACTED THE REGION? YES ❑ NO
REGIONAL OFFICE CONTACT NAME:
Mail Original and one coiov of this DMR (including all "No Flow" & "No Dischame" reports) within 30 days of receipt of sample for at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST 51GN 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 forgathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
am aware that there are ignifi ies or submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee) ( ate) w
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/12
Page 2 of 2

PROCESS WASTEWATER — Quarterly Discharge Monitoring Report
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 a 3 `-6 � SAMPLE COLLECTION YEAR: 20+ -�-
FACILITY NAME: C.Ckpl­v�,i uo AV fA rl�W)- SAMPLE QUARTER: ❑Jul -Sept ❑Oct -Dec
PERSON COLLECTING SAMPLES: COUNTY: WnAc--r-
99�r os�z
[Jan -March []April -June
CERTIFIED LABORATORY- t-Ar-& kNtJe-14j (A1 _Lab tt . ) Z PHONE NO. ( l k )
j D Lab # ADTO LISTSERVE? ❑YES []NO EMAIL: Va('
n C-Lie— 4�,72
LIMIT VIOLATIONS? YES ❑ NOR DISCHARGING TO CLASS: []SA ❑HQW ❑PNA []Trout 2'0therC
��Ii�Li]v_T�i►1 �i71
Part A: Wastewater Monitoring Requirements
Outfall No.
Date Sample
i
Collected
(mm/dd/yr)
Type of Wastewater
RMMD) z
(VE, ,
pH
(standard)
Total Suspended
Solids
(mg/L)
Settleable
Solids
(mL/L)
TPH usingDischarge
method .1664A
G
SG
/L)
(mg/L}
Duration
(minutes)
Total Flow
7
(gallons/day}
6-93,4
303,5
53
(15)6
-
-
-
- Z- 1
Vr- IZw. rA 7
1
t
510
120
so
Wit'
t_
TW
tir TRH
,, - .%��.1
1 If wastewater systems have not discharged in this quarter- report "No Flow" or "No Discharge" here. Please make sure to mark the sample quarter above.
Z Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MD). Report more than one type if the waste -stream is commingled.
3 If an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring,
pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8,5 S.U. for discharges to saltwaters.
TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date:7/1/2010-06/30/2015
Last Revised 07/13/11
Page 1 of 2

e Process wastewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater,
but instead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action.
' Flow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 50% of the Summer 7Q10 Flow as per 15A
NCAC 02B .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY_ (INCLUDING ALL "NO FLOW", "NO DISCHARGE") WITHIN 30 DAYS OF RECEIPT OF SAMPLE (OR
AT END OF MONITORING PERIOD IN CASE OF "NO FLOW") TO;
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
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. I am aware tF�at there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations." J
ature Wermittee)
Permit Date: 7/1/201D-06/30/2015
(Date)
Last Revised 07/13/11
Page 2 of 2

l
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out thisform, please visit: http://portal.ncdennorg/web/,,vq/ws/su/npdessw#tab-4
Permit No.: N/C/_/_/�/T/_/�/_/ or Certificate of Coverage No.:
Facility Name: Capital Ready Mix Concrete Plant (Formerly Jenco Concrete Plant)
County: Wake 4 _ Phgne No, all - ;_71.} _ o'Z Z Z
Inspector: 11
Date of Inspection:
M---q-
Time of Inspection: _ 1: -45 _14 yvL APR 1 0 2017
Total Event Precipitation (inches):
CENTRAL FILES
DWR SECTION
Was this Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(see i rmation below.)
Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or "measureable storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a "representative storm event" or during a "measureable storm event." However,
some permits do not have this requirement. Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DWQ Regional Office.
By this signature, I certify that this report is ate and complete to the best of my knowledge:
(Signature of Permittee or
Page i of 2
SWU-242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. 1 Structure (pipe, ditch, etc.) Pipe
Receiving Stream: Marks Creek
Describe the industrial activities that occur within the outfall drainage area: Parking Area and
Office/Maintenance Building
2. Color: Describe the color of the ditch
(light, medium, dark) as descriptors: I IIc
using basic colors (red, brown, blue, etc.) and tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): QQrJ ef _
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 � 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
1 C) 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where
1 is no solids and 5 is extremely muddy:
1 (2 J 3 4 5
7. Is there any foatn in the stormwater discharge? Yes Na
S. Is there an oil sheen in the stormwater discharge? Yes
9. Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 10/25/2012

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE N. NCG14 Q 3 9 i
FACILITY NAME:
PERSON COLLECTING SAM ES —JOY
CERTIFIED LABORATORY t� vzA r'Gw Lab # /
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: �UJ�
SAMPLING PERIOD: July -December ❑ January -June
�
COUNTY _ VA F�
PHONE NO. (may`) •z /7 ` azzz
ADD TO LISTSERVE? ❑YES []NO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout ❑Other,
Outfall No.
Date Sample Collected
(mo/dd/yr OR
NO FLOW)1
pH
(Standard
Units)
TSS
(mg/L)
Event
Duration
(minutes)
Total
a
Rainfall
(in)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
2 Sampling,
O
L4'✓/
Z
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here, Please make sure to mark the sample period above.
2 If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TSS benchmark values are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/I.
4 For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
is Page 1 of 2

C,
Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
-
Outfall
No.
Date Sample
Collected
(mo/dd/yr)'
pH
(Standard
Units)
TPH using method
1664ASGT-HEM
(mg/L)
Total Suspended
Solids
(mg/L)
Event
Duration
{minutes}
Total
Rainfalla
(in)
New Motor Oil
Usage
(gal/month)
In Tier 2 Monthly
Monitoring?
(y/n)
# of Months
in Tier 2
Z
Sampling
6-9
15
1oo
-
-
-
-
-
0
y
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES [—]NO [gill
HAVE YOU CONTACTED THE REGION? YES ❑ NO
REGIONAL OFFICE CONTACT NAME:
Mail Original and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample (or at end of monitoring period
in case of "No Flow") 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.
am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
of Perm
fz/GZ�/
(Date)
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

J
PROCESS WASTEWATER — Quarterly Discharge Monitoring Report
GENERAL PERMIT No. NCG140000
CERTIFICATE OF COVERAGE No. NCG14 O 3 -5-�, 1
FACILITY NAME: /W,/v/ 7r!•?c,r,'tz
PERSON COLLECTING SAM LES: --o-c. 6' r'/b­
CERTIFIED LABORATORY: ,AcY vc >/ Lab # /
Lab #
LIMIT VIOLATIONS? YES ❑ NO ❑
Part A: Wastewater Monitoring Requirements
SAMPLE COLLECTION YEAR: 701.6
SAMPLE QUARTER
- ❑Jul -Sept Oct -Dec ❑Jan -March
W COUNTY: A>�
PHONE NO. (�) Z/ 7 0 ZT7,
ADD TO LISTSERVE? ❑YES [—]NO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA []Trout
OPTIONAL INFO:
[]April -June
[]Other,
Outfall No.
Date Sample
Collected'
(mm/dd/yr}
Type of Wastewater
(VE, RIM, MD)
pH
(standard)
Total Suspended
Solids
(mg/L)
Settleable
Solids
(mL/L)
TPH usingDischarge
method 1664A
SGT HEMS
(mg/L)
Duration
{minutes}
Total Flow 7
{gallons/day}
-
-
-
6-93,4
30"'
53
(15)6
-
-
0_
L /0 Zvi V
V4 . 101 MP
Alp
N
(J
LS
1 If wastewater systems have not discharged in this quarter— report "No Flow" or "No Discharge" here. Please make sure to mark the sample quarter above.
2 Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MD). Report more than one type if the waste -stream is commingled.
3 if an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring.
4 pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
5 TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date: 7/1/2010-06/30/2015
Last Revised 07/13/11
E
p---1of2

6 Procej s wastewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater,
but instead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action.
Flow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall beset to 50% of the Summer 7Q10 Flow as per 15A
NCAC 02B .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW", "NO DISCHARGE") WITHIN 30 DAYS OF RECEIPT OF SAMPLE (OR
AT END OF MONITORING PERIOD IN CASE OF "NO FLOW")TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
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. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
ature of �re`rmittee)
Permit Date: 7/1/2010-06/30/2015
LI I
i 7�
(Date)
Last Revised 07/13/11
n__„2of2

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT No. NCG140000
CERTIFICATE OF COVPINI)
AGE NO. NCG14 d 3 T I
FACILITY NAME: c'm M,x 0',C� r
PERSON COLLECTING SAMPLES s
CERTIFIEDLABORATORY�j [)o0,It,trlLab# I
TLab #
OPTIONAL INFO:
Part A. Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 7-0 l Co
SAMPLING PERIOD:DIuly-December
COUNTY V J!1, k ti
❑ January -June
PHONE NO. [ 9)'\ } r — 05'2Z
ADD TO LISTSERVE? ES ONO EMAIL: V (,t Och �++r[vNc'�
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout ❑Other_C4U5 l_,j
Outfall No.
Date Sample
Collected
mo dd
(/ /Yr OR
NO FLOW)'
pH
(Standard
Units)
TSS
(mg/L)
Event
Duration
(minutes}
Total
4
Rainfall
{in)
In Tier 2
Monthly
Monitoring?
ly/n)
# of Months in Tier
2
2 Sampling
-
6-9
100 '
-
-
-
9
IV, Z �.
SFfirl S
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period aboe`�
If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the Gene'rAal Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
a TSS benchmark values are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/I.
For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Hate: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part B: VerRde Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
Outfall
No.
Date Sample
Collected
(mo/dd/yr}1
PH
{Standard
Units}
TPH using method
1664A SGT-HEM
(mg/L)
Total Suspended
Solids
(mg/L)
Event
Duration
(minutes)
Total
,
Rainfall
(in)
New Motor Oil
Usage
(gal/month)
In Tier 2
Monthly
Monitoring?
(y/n}
# of Months
in Tier 2
2
Sampling
6-9
is
100 '
-
-
-
-
-
o•-
WAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENSES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES []NO
HAVE YOU CONTACTED THE REGION? YES ❑ NO E'
REGIONAL OFFICE CONTACT NAME:
Mail Original and one copv of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of samole (or at end of monitoring period
in case of "No Flow") 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:
N 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 pen ubmitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee)
Permit Date:7/1/2011-60/30/2015
(Date)
Last Revised 7/13/11
Page 2 of 2

PROCESS WASTEWATER — Quarterly Discharge Monitoring Report
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 0 6 SAMPLE COLLECTION YEA 1
FACILITY NAME: CaA-t,` LjG.i I�r C' �Gt'ihQi i 0� SAMPLE QUARTER: • ul-Sept []Oct -Dec ❑Jan -March ❑April -June
PERSON COLLECTING SAMPLES: Lt9 51.,, O V" COUNTY:
CERTIFIED LABORATORY: r i �E.�h�Lab # 1 Z PHONE NO. [ r71 � j 9 5 4 —7 `
Lab # ADD TO LISTSERVE? DfES []NO EMAIL:Vj rl� ChAe,� 1 fEajtym,x concr c • ''
LIMIT VIOLATIONS? YES ❑ NO ❑ DISCHARGING TO CLASS: [:]SA ❑HQW ❑PNA ❑Trout 20ther. C'j )QS, )
OPTIONAL INFO:
Part A: Wastewater Monitorins Requirements
Outfall No.
Date Sample
Collected'
(mm/dd/yr}
Type of Wastewater
(VE, RM, MD)'
pH
(standard)
Total Suspended
Solids
(mg/L}
Settleable
Solids
�A(mL/L}
TPH usingDischarge
method 1664A
6
SGT-HEM
(mg/L)
Duration
(minutes)
Total Flow
�
{gallons/day}
8-93'4
`
303,5 P�
h,11 53,,
(15)6
-
-
2
4'9,,,J
Nn��
dP
ZO
U
l
U /
If wastewater systems have not discharged in this quarter— report "No Flow" or "No Discharge' here. Please make sure to mark the sample quarter above.
2 Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MD). Report more than one type if the waste -stream is commingled.
3 If an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring.
° pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
5 TS5 limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
Page 1 of 2

e Process was;c-water discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater,
but instead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action.
Flow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 50% of the Summer 7Q10 Flow as per 15A
NCAC 02B .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY INCLUDING ALL "NO FLOW" "NO DISCHARGE" WITHIN 30 DAYS OF RECEIPT OF SAMPLE OR
AT END OF MONITORING PERIOD 1N CASE OF "NO FLOW") TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
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. I am aware thayl�here are significant penalties for submi se4nformation, including the possibility of fines and imprisonment for knowing
violations." //
(Date)
Permit Date: 7/1/2010-06/30/2015
Last Revised 07/13/11
Page 2 of 2

� e
aceAnalytical
xwwpacefabs.corn
i
February 18, 2016
One Time Client
Private Small Jobs
Huntersville, NC 28078
RE: Project: Pond Discharge
Pace Project No.: 92285288
RECEIVED
CENTRAL. FILES
DWR SECTION
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
REGENED
SUN a g 2bls
DWRFILES
g CTION
Dear One Client:
Enclosed are the analytical results for sample(s) received by the laboratory on February 04, 2016.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
i,;, C,�—�-
Liamm Harrison
[e-mail]
Project Manager
Endosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page i of 11

ac,Mnalytical o
wwwpao&AftWm
Pace Analytical Services, Inc.
9800 Kinoey Ave. Suite 100
Huntersville, NC 28078
(704)8759092
CERTIFICATIONS
Project: Pond Discharge
Pace Project No.: 92285288
Charlotte Certification IDs
9800 Kinsey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #: 99006001
North Carolina Drinking Water Certification #: 37706
Florida/NELAP Certification #: E87627
North Carolina Field Services Certification #: 5342
Kentucky UST Certification #: 84
North Carolina Wastewater Certification #: 12
VirginialVELAP Certification M 460221
Eden Certification IDs
205 East Meadow Road Suite A, Eden, NC 27288
North Carolina Drinking Water Certification #: 37738
North Carolina Wastewater Certification #: 633
VirginiaNELAP Certification #: 460025
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.. Page 2 of 11

aceAnalyrrcal
www.pacefabccam
I
SAMPLE ANALYTE COUNT
Project: Pond Discharge
Pace Project No.: 92286288
Pace Analytical Services, Inc.
9000 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analytes
Lab ID Sample ID Method
Analysts
Reported
Laboratory
92285288001 Pond Water SM 2540D
DWJ
1
PASI-E
SM 254OF
CHM
1
PASI-E
EPA 1664E
JMS
1
PAS I-C
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc., Page 3 of 11

Pace Analytical Services, Inc.
aceMaIX cal' 9a0� KinceyAve. Suite Huntersville, NC 2807878
www-- bs,com (7o4)875-9092
ANALYTICAL RESULTS
Project: Pond Discharge
Pace Project No.: 92285288
Sample: Pond Water
Lab ID: 92285288001 Collected:
02/04/16 08:50
Received: 02/04/16 09:49 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed CAS No. Qual
2540D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids
20.2 mglL
2.5
1
02/09/16 08:54
2540E Total Settleable Solids
Analytical Method: SM 254OF
Total Settleable Solids
ND mUUhr
0A0
1
02/05116 13:25
HEM, Oil and Grease
Analytical Method: EPA 1664B
Oil and Grease
ND mg1L
5.0
1
02/17/16 08:00
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/18/2016 03:35 PM without the written consent of Pace Analytical Services, Inc.. Page 4 of 11

aceAnalytical.
www.pacebb&com
Project: Pond Discharge
Pace Project No.: 92285288
QC Batch: EDEN121692
QC Batch Method: SM 2540D
Associated Lab Samples: 92285288001
METHOD BLANK: 1662044
Associated Lab Samples: 92285288001
Parameter
Units
Total Suspended Solids
mg1L
LABORATORY CONTROL SAMPLE: 1662045
Parameter
Units
Total Suspended Solids
mg1L
SAMPLE DUPLICATE: 1662046
Parameter
Units
Total Suspended Solids
mg1L
Pace Analytical Services, Inc.
9800 Kinoey Ave. Suite 100
Huntersville, NC 28078
(704)8759092
QUALITY CONTROL DATA
Analysis Method: SM 2540D
Analysis Description: 2540D Total Suspended Solids
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 2.5 02/09/16 08:52
Spike LCS LCS % Rec
Conc. Result %Rec Limits Qualifiers
250 256 102 90-110
92285393001 Dup
Result Result RPD Qualifiers
53.6 50.4 6 D6
SAMPLE DUPLICATE: 1662208
92285387001 Dup
Parameter Units Result Result
Total Suspended Solids mg1L 18.2 24.3
RPD Qualifiers
29 D6
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in Full,
Date: 0211812016 03:35 PM without the written consent of Pace Analytical Services, Inc.. Page 5 of 11

aceAnalytical
wwwpawaucam
QUALITY CONTROL DATA
Project: Pond Discharge
Pace Project No.: 92285288
QC Batch: EDEN/21682 Analysis Method: SM 254OF
QC Batch Method: SM 254OF Analysis Description: 2540F Total Settable Solids
Associated Lab Samples: 92285288001
METHOD BLANK: 1661000
Associated Lab Samples: 92285288001
Parameter Units
Total Settleable Solids mL/L/hr
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 0.10 02/0511613:25
SAMPLE DUPLICATE: 1661001
92285288001 Dup
Parameter Units Result Result
Total Settleable Solids mUL/hr ND ND
RPD Qualifiers
Pace Analytical Services, Inc.
9800 Kinsey Ave. Suite 100
Huntersville, NC 28078
[phone]
Results presented on this page ale In the un@s Indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/18/2016 03:35 PM without the written consent of Pace Analytical Services, Inc..
Page 6 of 11

aceAnalytical e
wwwpawabsoom
QUALITY CONTROL DATA
Project: Pond Discharge
Pace Project No.: 92285288
QC Batch: GCSV124118 Analysis Method: EPA 1664B
QC Batch Method: EPA 1664E Analysis Description: 1664 HEM, Oil and Grease
Associated Lab Samples: 92285288001
METHOD BLANK: 1667427
Associated Lab Samples: 92285288001
Parameter Units
Oil and Grease mg/L
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
NO 5.0 02/17/16 07:45
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
1667428
Spike LCS
LCS •
% Rec
Parameter
Units
Conc. Result
e% Rec
Limits
Qualifiers
Oil and Grease
mg1L
40 35.4
88
78-114
MATRIX SPIKE SAMPLE:
1667429
92286053001 Spike
MS
MS
°% Rec
Parameter
Units
Result Conc.
Result
e% Rec
Limits Qualifiers
Oil and Grease
mg1L
ND 40
39.3
98 78-114
Results presented on this page are in the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the resuh.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 0211812016 03:35 PM without the written consent of Pace Analytical Services, Inc.. Page 7 of 11

aceAnalytical
www.pacaWbs.wm
QUALIFIERS
Project: Pond Discharge
Pace Project No.: 92285288
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
Pace Analytical Services, Inc.
9800KinoeyAve. Suite100
Huntersville, NC 28078
(704)8759092
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate via] preserved to a pH of 4-5 is recommended in SW846 Chapter for the analysis ofAcrolein and Acrylonitrile by EPA
Method 8260,
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited ana]ytes.
TN -The NE LAC Institute.
LABORATORIES
PAS I-C Pace Analytical Services - Chariotte
PASI-E Pace Analytical Services - Eden
ANALYTE QUALIFIERS
D6 The relative percent difference (RPD) between the sample and sample duplicate exceeded laboratory control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/18/2016 03:35 PM without the written consent of Pace Analytical Services, Inc.. Page 8 of 11

aceAnalyfical o
rwwpateleDs.carn
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Pond Discharge
Pace Project No.: 92285288
Pace Analytical Services, Inc.
980o VinoeyAve. Suite 100
Huntersville, NC 28078
(704)8759092
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method
92285288001
Pond Water
SM 2540D
EDEN121692
92285288001
Pond Water
SM 254OF
EDEN121682
92285288001
Pond Water
EPA 1664E
GCSV124118
Date: 02/18/2016 03:35 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, exoept in full,
mthout the written consent of Pace Analytical Services, Inc..
Analytical
Batch
Page 9 of 11

r,! �aceAra*ical'
r
Document Name~
Sample Condition Upon Rece
Document No.:
F-RAL-CS-001-rev.03
Document Revised: 260CT2015
Page 1 of Z
Issuing Authority:
Pace Huntersville Quality Office
' Client Name:
Project 9:
W®# : 92285285
+ I
Y 1
111 mu1
.Courier: _ ❑Fed Ex ❑UPS
❑LISPS
OCllent
❑Commercial []Pace
❑other:
92285288 I +
Custody Seal on Cooler/Box Present? ❑Yes QNo
Seals Intact? ❑Yes
4No
Packing Material: ❑Bubble Wrap ❑Bubble Bags
ONone
[]Other:
Thermometer IR Gun SN: IZ2065387
Used: IR Gun SN: 122065371
Type of Ice; • ,OWlet
❑Blue []None ©samples on Ice, cooling process has begun
Cooler Temp Corrected ('C):
15. 5
Biological Tissue Froten? []Yes ❑No dN/A -
To mp, should be above freezing to 6'C Correction Factor:
USDA Regulated $ofi ([ j N/A, water sample)
0.01C Date and initials of Person Examining Contents: Z t
.ginate In a quarantine zone within the United States:
Old sampies qNo
❑Yes
CA, NY, or SC (check maps)?
Did samples originate from a foreign source (internationall ,
VNo
including Hawail and Puerto Rico)? ❑Yes
If Yes to either question, fill out a Regulated Soil Checklist and Include with SCUR/COC paperwork.
COMMENTS:
Chain of Custody Present?
OYes
[]NO
❑N/A
1,
Chain of Custody Filled out?
Yes
EIND
Q N/A
2.
Chain of Custody Relinqulshed7
Yes
0110
EJNJA
3.
Sam ler Name and/or Signature on COC?
Yes
ONO
❑NIA
4.
Samples Arrived within Hold Time?
Yes
I o
NIA
5.
Short bold Time Anal sIs <72 hr)?
Yes
QNo
N A
6.5)
Rush Turn Around lime Requested?
Dyes
No
©N/A
7.
Sufficient volume?
11yes
Na
NIA
S.
Correct Containers Used?
Yes
No
©N/A
9.
-Pace Containers Used?
61es
No
N/A
Contalners Intact?
Yes
LJN0
NIA
10.
Filtered Volume Received for Dissolved Tests?
QYes
QN0
/A
11. Note ff sediment Is visible In the dissolved container
Sample Labels Match CW
Dyes
[jNO
❑N/A
12,
Includes Oate/Time/ID/Analysis Matrix:
All containers needing acid/base preservation have been
13
checked?
Yes
©No
❑NIA
All containers needing preservation are found to be in
compliance with EPA recommendation?
(HND,, H2SO4, HCI<2; NaOH>9 Sulfide, NaOH>12Cyanide)
4 Yes
©NO
❑N/A
Exceptions: VOA, Coliform, TOC, 011 and Grease,
DRO/8015 (water) DOC,LLHg
es
ONo
NIA
Samples checked for dechlorization
9hes
ONo
[]N/A
14.
Headspacein VOAVIais(>5-6mm)?
Yes ,
[]No.
/A
15.
Trip Blank Present?
OYes
©No
N/A
16.
Trip Blank Custody Seals Present?
[:]Yes.
[]No
ONIA
Pace Trip Blank Lot # (if purchased):
CLIENT NOTIFICATION/RESOLUTION
Field Data Requlred? ❑Yes ONO
Person Contacted: l Date/Tirne:
Gomments(Resolutlon: � �rt[rftli� 51i�CilYl{ ii� 1'�41n,n1C__S13IU/1 YVIIA,inM •a, A u _
Project Manager SCURF Review; LL1 _ _ • . _ INate: V i__
a DE
Note,. Whenever there is a discrepancy affecting Nrth Carolina compliance samples, a copy of this form will be sent to the North CarolinHNd Cent aGn Office (i.e. out of
hold, incorrect preservative, out of temp, incorrect containers).

aceAnaVical
W".pacalabs.com
! 6701 Conference Drive, Raleigh, NC 27607
Ph: [phone], tax. 1919) 634-64e7
NCWW Cat#97, NCDW Cer1#37731
Chain of Custody
Report ReN!as
Bill To:
Companyr r & w<.
Address:
Attn: -tw-A� "F
Phone:
Fax:
Sampled by (signature):
Project Reference:
CI A /
Project Number:
Purcha?ndard
rder /> ;
Report Delivery
❑ Rush Report Delivery (wlsurcharge)
"Rush pmiactu aro sublad to prior approval by
the laboratory
Requested Due Date:
Relinquish (sg
R v by (signature
^
04=&.
Date
��10
V
Time
q-Al
Relinquished by (signature)
i
Red by (ature)
Date
Time
Relinquished by (signature)
Received by (signature)
Date
lithe
Receipt t arwmor%s (t_au use Vny)
G7 4t2°C GYfemp: °C
Res. Chiorine:
0 Absent ❑ Present 0 n!a
Acid presety. <27
❑Yes El No ❑We
base preserv. 127
❑ Yes ❑ No ❑ We
Page 11 of 11

i^-
PROCESS WASTEWATER — Quarterly Discharge Monitoring Report
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14' D 3
FACILITY NAME: _01_1P 4aits W o, t E-_ LI17
PERSON COLLECTING SAMPLES: lI1nCEvt{ `1�A5�n, r �ay�
CERTIFIED LABORATORY:Lab # i Z
Lab #
LIMIT VIOLATIONS? YES []NO
Part A: Wastewater Monitoring Requirements
SAMPLE COLLECTION YEAR: Zo 1 to
SAMPLE QUARTER: []Jul -Sept ❑Oct -Dec Jan -March ❑April -June
COUNTY: WA_ -
PHONE NO. (III—) ' t 1- — e Z2'Z
ADD TO LISTSERVE? F4YES ❑NO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA []Trout �00ther{4_&2_'�_0
OPTIONAL INFO:
Outfall No.
Date Sample
1
Collected
(mm/dd/yr)
Type of Wastewater
(VE, RM, MD)'
pH
(standard)
Total Suspended
Solids
(mg/L)
Settleable
Solids
(mL/L)
TPH using
method 1664A
SGT-HEM'
(mg/L)
Discharge
Duration
(minutes)
Total Flow
r
(gallons/day}
-
-
-
6-93.4
303,5
53
(15)6
-
-
-n
CENTRAL
Eli ES
R SE
CT!
1 If wastewater systems have not discharged in this quarter — report "No Flow" or "No Discharge" here. Please make sure to mark the sample quarter above.
2 Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MD). Report more than one type if the waste -stream is commingled.
3If an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring.
4 pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
5 TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
Page 1 of 2

I
6 Rrocess wastewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater,
but instead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action.
Flow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 50% of the Summer 7Q10 Flow as per 15A
NCAC 02B .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY INCLUDING ALL "NO FLOW" "NO DISCHARGE" WITHIN 30 DAYS OF RECEIPT OF SAMPLE OR
AT END OF MONITORING PERIOD IN CASE OF "NO FLOW") TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
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. I am aware hat there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
(Signaturd,of Permittee)
Permit Date: 7/1/2010-06/30/2015
/ /6
D e)
Last Revised 07/13/11
Page 2of2

4
F
CONTACTS
EXISTING PROPERTY OWNER: JENCO CONCRETE ASSOCIATES, INC.
45 SOUTH 4TH ST. SUITE 1
BAY SHORE, NEW YORK 11706
ATTN: JIM LOCHREN
DEVELOPER: JENCO CONCRETE ASSOCIATES, INC.
45 SOUTH 4TH STREET
BAY SHORE, NEW YORK 11706
ATTN: JIM LOCHREN
CIWIL ENGINEER: KIMLEY—HORN AND ASSOCIATES, INC.
POST OFFICE BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: [phone]
FAX: [phone]
ATTN.: JEFFREY J. WING, P.E.
LANDSCAPE ARCHITECT: KIMLEY—HORN AND ASSOCIATES, INC.
POST OFFICE BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: [phone]
FAX: [phone]
ATTN.: JEREMY S. ANDERSON, RLA
SURVEYOR: THE CHANDLER GROUP
7621 PURFOY ROAD, SUITE 201
FUQUAY—VARINA, NC 27526
PHONE: [phone]
FAX: [phone]
ATTN: JOHN CHANDLER
CONSTRUCTION PLAN SUBMITTAL FOR
JENCO CONCRETE PLANT
512 THREE SISTERS ROAD
WAKE COUNTY, NORTH CAROLINA
DEVELOPED BYE
JENCO CONCRETE ASSOCIATES, INC.
45 SOUTH 4TH STREET
BAY SHORE, NEW YORK 11706
PREVIOUSLY APPROVED UNDER PERMIT •0081555
rlc.nl4ow
VIRGINIA
NORTH CAROLINA
EDEN
OXFORD
501
LO���icBt�R
85
GREENSBORO
• 40 70 1
DURHAM
WAKE FOREST ZEBULON
540 •
CHAPEL 40 KNIGHTDALE 64
HILL 440
ASHEBORO 15 CARY•
• 64 RALEIGH
CLAYTON
1 GARNER • LP�CT
• 40
FUQUAY-VARINA
SANFORD 95
FAYETfEVILLE
•
VICINITY MAP
ALTa
PREPARED IN THE OFFICE OF:
KNIGHTpgLE BLVp
VS
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W
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10
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PROJECT
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KI'm1eymHorn
and Associates
P.O. BOX 33068 - RALEIGH, NORTH CAROLJNA 27636-3068
PHONES [phone] FAX [phone]
LOCH TION MAP
JV T.S
Inc.
SEp
yyeitzsrx3s L Sjo, ,water
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DEi�K . Gi�TE� Fi Q�UAL
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SHEET INDEX
8F� DE�CFiPTION
NO.
C-0 TITLE SHEET
C-1 DEMOLITION & INITIAL EROSION CONTROL PLAN
C-2 SITE PLAN
C-3 GRADING, DRAINAGE AND UTILITY PLAN
C-4 EROSION CONTROL PLAN
C-5 CONSTRUCTION DETAILS
C-6 STORMWATER MANAGEMENT DETAILS
C-7 EROSION CONTROL DETAILS
C-8 WATER & SEWER DETAILS
LA-1 I LANDSCAPE PLAN
4 05/05/08 REVISED PER WAKE COUNTY & NC DWQ REVIEW COMMENTS RTL
03/25/08 REVISED FEEDER BIN LAYOUT & ADDED OPERATIONS TRAILER JCA
03/12/08 CONSTRUCTION PLANS JCA
10 09/28/07 WAKE COUNTY REVIEW COMMENTS CMD
NO. DATE DESCRIPTION BY
This document, together with the concepts and designs
presented herein, as an instrument of services, Is intended Gam^
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document 2,0
without written authorization and adaptation by Kimley—Hom
and Associates, Inc. shall be without liability to Kimley—Horn
and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc., 2008
SEL:
DATE: KHA PROJECT NO:
AUGUST 3, 2007 1 012858000
804 I At3 Mo-p 30 SW
t'T -. r � t•. � �Tt .I�
I(� •`! lyy ��. A: t•�•�.. .-I .... .. � - .I-... ,. .... ... �. 't.C: ,.. �'. I.i tit - t:, ._.i... _.�.�..

/ TREE �\\\ , ,\\
c/ NIF
C C/ ROPOSED BYPASS PIPE/ FENTYP/ TO BE INSTALLED PRIOR ARGARET DEAN
I1} Llb TO CREEK DISTURBANCE. 25iING 0�
WMITS OF PEO//SEE GRADING, DRAINAGE' Go SETBACK --GIBSON MARTIN
z DISTURPANCE/ Try & UTILITY PLAN FOR DB 2577 252
DESIGN DETAILS
PK N��� PIN: 1764865965
-Q b'1� I \ \ \\ In
\�I
IIIIjIIl11 �Ih �
�- \ 1 +
�I
I II III11' \n Nli io
1 1 eXI51'I/NX/ / F/TA+1Q,N INSIJ/ •/ i/ /l/. // /I1 I I i 1 I \ \ J\ \( `
\ \ \ \ \ \ II
\
iN
NC EXISTING ROCK OURO,' TREEP�
/TO /WOW;/.7 TO BE REMOVED TO LIMITS �
141 r�2
OF DISTURBANCE EXISTING HECK DAM UTO BE REMOVED /
WENDELL FALLS DEVELOPMENT, LLC. II111IJECl EXISTING CREEK
I I( i!! y I I I / /1
I / / / > 2'47,F, ,P'G 1829/ / / (SEE MAPPING
DB 11755, PG 2624 D
/ SOURCES NOTES l/ • I I I/ / J J I/ I I � 1, \ \ \ R I
PIN:1764849503 I�IIIIII I l iI iII I ` \ / P k�/T 1,
l I,1 ( 1 /\ 1\ I ( Ir43 & #4)
EXISTING TREES TO zlurq/ (i �
/
RR
rn I ( ! I I ( BE REMOVED WITHIN STANDARD TEMPORARY DIVER'SIAN
� ' I I I I I I I \ PROTECTION AREA / -DITCH 0 BE INSTALLED / III II) III\/ I RE DURING INITIAL CLEARING /
DRIVEWAAND BYPASS PIPE //{•/ / / / / / l) / / ( , I I` \ \ \ \ \ \ \\
\ /TEMPORARY /INSTALLTION, TYP.
CONSTRUCTION
ENTRANCEINSTALL TEMPORARY l
STREAM CROSSING
WITH 2-36" CMP'S / / / 1r 1 \ \ cr \ \ \ \ \/ \31
I I �(I►I I I �, / / / / \ SL PE ,
IN IDE I \ \ N/��
TEMPORARY CUSTOM \ \ \ \ \ >Cj�'!i fii i // O.
r I I I EXISTING CHECK DAM OP� \SEDIMENT BASIN2 \ >s
v J 1 III I TO BE REMOVED / / / / / OPTS WITH BAFFLES PER \ \ \� i� i �// j FOP RR R
/ % DETAILS i -i/�/ /� /
O I I ! I I I I EXISTING TREES TO / / I ` �� \ \ \ \ \ \ CP\
I I ( I I BE REMOVED WITHIN I , \ No \ \✓ , i %�. i/ j%
PROTECTION AREA
FOR
I I I it I f I I I F ELDFUTURE SEPTIC
NON —FLOOD HAZARD
QD
II ! I I SILT FENCE TO BE INSTALLED \ \ •GJ \ /� �/ / PRONE SOILS, TYP.
ALONG BOTH SIDES OF CREEK'��j� /
DURING INITIAL CLEARING AND
v ( ( f I I ! I I BYPASS PIPE INSTALLATION
I! TEMPORARY STANDARD
N I (II ( I I ! I ! I I / CUSTOM SEDIMENT I 5 SPILLWAY I :1
csi (I I !III I I I ! / PER
I DE NTH BAFFLES I \ 1 ` ELEV=254.50 \ �LOf E I / / � � �j NC DOT
, i// / TRAVERSE STATION
3.SID LOP I ! ( I I I \ N BY104-2
i / c, / / L /
�� 1 III (I II I1�II 'a 2: o
24 RCP / 1 I I i\ I o DE I I
INV=257.95 1 I III 1 �� I I / I /
260 — J I % / A- X CONTRACTOR IS RESPONSIBLE
— — J \ / / /// / 0 x45 x24 THICK FOR PROTECTING EXPOSED
— — — RIP RAP APRON.
�1I ( j� I �/j CLASS 1 STONE / PIPE DURING CONSTRUCTION
.I-! ! 1 I ! I\\ ( 11 `ETA ON \ I ! I i / ' // jj j / /// j ON FILTER FABRIC / BEFORE FINAL FILL IS PLACED.
V j/ I� 1�! I I I 1 j' I! / / PROTECTION AREA10
011 I , I (I I \� — COMBINATiQ�V SILK " — 3 / \//,//�/j / / /`/ EXISTING TREES TO
FENCE/TREE \ <� /// / /�v / BE REMOVED WITHIN
EXISTING PROTECTION \ \ — I / //��// / // PROTECTION AREA
NI
! ( j II„ �\ DMANAGE —FEAR TYP. �` — �'/ // �// /� / �� FOR FUTURE
24 RCP6.9 I 1 I "Co �� 11111 \ \� SWALE \ �"" // / /
INV-25 \ I O / / / �� STORMWATER
MEASURES
11 ! I d' I I II I I / �- Eaclsi�Nc ' — -- _ \ \ \ \ �/ //� /
d iCHECK DAM, \\� / / / / TEMPORARY SILT CHECK DAM
\ I (! I II� I 25 TREE & SEE DETAIL THIS SHEET
0 I /) TYP. VEGETATION
PROTECT —
\ EXISTING EDGE A�RE/AA �-- — // //// ///
1I I ! 1111 \ IfF PAVEMENT // 111116
/ / 4
1 I I \ \ ,�� FOP255
/
EXISTING R/W / / / / / // � /�
50'4 OD
BUFFER �/ /// /////// 30 "MP
(�� / /�i/i �� / /� INV= 246.74
\
�I i it III I i ! y /�/� /
/ ;/;/
y\\ / /�// o /
V /
LLj
lo
,/'� / N/F
I III ! ! \ \ y� / CAROLYN PROPERTIES, L.L.C.
DB 11721, PG 1278
/�- PIN: 1764750977
V
(X / I I � I I I I II \
(/ / / / I i I I I ((II \
6'CLF \ \ / f/��� ��� / NC DOT
,hC) TRAVERSE STATION
I I . \ BY104-3
/ II//j
4 REVISED PER WAKE COUNTY & NC DWQ REVIEW COMMENTS 05/05/08 RTL JJW
® CONSTRUCTION PLANS 03/12/08 JCA CMD
1 WAKE COUNTY REVIEW COMMENTS 09/28/07 JPK CMD
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2008
PREPARED IN THE OFFICE OF:
Kimley=Horn
� F I and Associates, Inc.
P.O. BOX 33068 — RALEIGH, NORTH CAROLINA 27636-3068
PHONES [phone] FAX [phone]
12" MIN.
18" MAX.
11
SECTION A -A
2" MIN.
TOP OF SILT
CHECK DAM
SHALL BE 1' MIN.
BELOW LEVEL OF
LOWEST BANK.
STREAM INVERT
12" MIN.
18" MAX.
"'ILLWAY SHALL BE
MIN. BELOW TOP
SILT CHECK DAM
REAM INVERT
STONE FACING —#57 STONE
�,..,�.. %il" " ,,-12RIP—RAP
SECTION B-B
TEMPORARY SILT CHECK DAM
N TS
CLIENT: ' .%
JENCO CONCRETE ASSOCIATES, INC.
TITLE DEMOLITION 8 INITIAL
EROSION CONTROL PLAN
SEAL:
I.
DATE:
08/3/07
HORIZONTAL SCA
�¢CSi 1 "_ 4n'
IED BY:
JCA
ED BY:
CMD
GENERAL NOTES
1. ALL PRIMARY UTILITIES DISCOVERED DURING CONSTRUCTION THAT SERVE
EXISTING FACILITIES OTHER THAN THE SITE IMPROVEMENTS SHALL BE PROPERLY
PRESERVED AND PROTECTED.
2. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER
ANY UNFORESEEN OR ADVERSE CONDITIONS, INCLUDING UNCHARTED UTILITIES,
DISCOVERED DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL CONFIRM LOCATION, DEPTH, SIZE, AND INVERTS OF
EXISTING STORM SEWER, WATER, AND SANITARY SEWER LINES PRIOR TO START
OF WORK.
4. SEE EROSION CONTROL PLAN (SHEET C-4) FOR CONSTRUCTION SEQUENCE.
MAPPING SOURCES
1. EXISTING CONDITIONS BASED ON BOUNDARY & TOPOGRAPHIC SURVEY OF LOT 11
THOMPSON INDUSTRIAL PARK, 12/27/2006, COMPLETED BY THE CHANDLER
GROUP. THE EXISTING PROPERTY LINE IS DEEDED TO CENTERLINE OF THREE
SISTERS ROAD.
2. LIMITS OF NON —FLOOD HAZARD PRONE SOILS BASED ON THE SOILS EVALUATION
PREPARED BY S&EC ON SEPTEMBER 9, 2003.
3. NORTH CAROLINA DIVISION OF WATER QUALITY ISSUED AN ONSITE
DETERMINATION ON MAY 13TH, 2002, STATING THAT THE EXISTING ONSITE
CREEK IS NOT SUBJECT TO NEUSE BUFFER RULES.
4. UNITED STATES ARMY CORP OF ENGINEERS CONDUCTED A SITE VISIT ON
JANUARY 23, 2007 AND DETERMINED THAT THE EXISTING ONSITE CREEK IS AN
INTERMITTENT UNIMPORTANT STREAM CHANNEL.
SURVEY LEGEND
RR R/W
— —
RCP==========
R/W
— —
-----375—
— — —
/// TPF
TPF
IPF
rPS
0CP
CMF
MP
PKS
0FOP
0
GRAPHIC _SC
40 0 20 40 8
PROJECT:
( IN FEET )
1 inch = 40 ft.
PROPERTY LINE
EASEMENT LINE
EP EDGE OF PAVEMENT
RAILROAD RIGHT OF WAY
REINFORCED CONCRETE PIPE
RIGHT OF WAY
OVERHEAD POWER LINE
MINOR CONTOUR
MAJOR CONTOUR
SILT FENCE/TREE PROTECTION FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
GUY WIRE
UTILITY POLE
IRON PIPE FOUND
IRON PIPE SET
CALCULATED POINT
CONCRETE MONUMENT FOUND
METAL PIPE
PK NAIL SET
FIBER OPTIC POST
GRAVEL
RIP RAP
NON —FLOOD
HAZARD PRONE
SOILS
Tl TR E
TEMPORARY SILT CHECK
SLOPE DRAIN
160
JENCO CONCRETE PLANT
512 THREE SISTERS ROAD
WAKE COUNTY, NORTH CAROLINA
ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
1012858000 1 C-1
Box:# 1,�3 31 51,v/
r{ -71- ,
t'

50' TREE & VEGETATION
PROTECTION AREA
N/F
WENDELL FALLS DEVELOPMENT, LLC.
DB 11755, PG 2624
PiN:1764849503
�TT
I' I
PROPOSED FULL --
MOVEMENT DRIVEWAY
� J
� I
r�
v 1
PROPOSED GROUND
SIGN (DESIGNED BY 'C-.rN)
CONTRACTOR) O
Z7 O
00
. C7
(v
)
(
rV I1
V I
680' SIGHT
DISTANCE
LINE, TYP.
SITE
LEGEND
-e-
SIGN
�--
PAINTED TRAFFIC ARROW
HANDICAP PARKING SPACE
®
PROPOSED PAVEMENT STRIPING
PROPOSED CURB AND GUTTER
20
PROPOSED PARKING SPACES
PROPOSED CONCRETE PAVEMENT
- - - PROPOSED EASEMENT
PROPERTY LINE
BUILDING SETBACK LINE/TREE &
VEGETATION PROTECTION AREA
BUFFER YARD
�O PROPOSED SITE LIGHTING
►r
I I
I \� w
PROPOSED DRAINAGE EASEMENT.
I PROJECTED BACKWATER ELEVATION FOR N ( N/F
c� / `-� THE 100-YR STORM = 262.24,
I z Y \\ i0 Vi MARGARET DEAN
9 , , ?5�B to GIBBON MARTIN
I m W r o DB 2577, 252
• I _ N N _ _ / _ _ _N83'21'53"W _ _ _ __ _ Z PIN: 1764865965
I ;n HC PARKING FUEL STORAGEOVE GROUND- BOLLARD, TYP. (DESIGNED 710.0' BUFFER YARD IPS
SIGN 50' S.H.O.D.
I 00 TANK (DESIGNED ' BY CONTRACTOR)
I I WHEEL STOP, BY CONTRACTOR
''- 25' TREE & VEGETATION
TYP a° PROPOSED 11'x44' 130 w PROTECTION AREA
° FUTURE OFFICE AND TEMPORARY RAM DP OWN FROM o I 345'
MAINTENANCE BUILDING 20 X40 PLANT to
OPERATIONS TRAILER STOCKPILE AREA 18. CURB AND
(DESIGNED BY OTHERS) SUPPORT FACILITY RETAINING WALLS I N
I I �1 ..( ;) i+- SEE NOTES ON THIS SHEET. -` LOADING AREA (DESIGNED BY OTHERS) S EYNOTES (DESIGNED BY 30' GUTTER (TYP.) I M
�- WITH OVERHEAD CONTRACTOR) ROSS LINDEN
' * � A;d ' •' ON THIS SHEET.
US-64
I STOP SIGN 18 �, GARAGE DOOR 'd: ENGINEERS) I
• . OUNDATION , •• a RESERVE AREA O
I I OvR ° PLANiiNG BEDS l.;, MATERIAL
NOSE DOWN STto OCK PILE AND z l 25 BUILDING
T • 34 (SEE LA-1) ..j END OF CURB o 0 0 0 0 FUTURE FEEDER
I I 30 R, , , • ; �C : BINS &CONVEYOR LOADING AREA) i SETBACK RR R I
iTYP. 5 .': �.:•.:.:;: ,,. 4. •`:�� R� BELT (DESIGNED BY '
I AMp 94
�6 •° a d 'As. Fffp Opp CON-E-CO)
A d, d d °; ��. ` £R eiNS FROM /
d d G '- `k /
I° d 18"CURB AND ' / �' / IPF
GUTTER (TYP.)
° I ° ` a ` d • .d . . . ' • CONCRETE PLANT 4 A. a d•
' (DESIGNED BY
DELIVERY TRUCK CON-E-CO
I )
° 4 12a ° d : ° + SCALES FEEDER BIN &
4 ( ) ° d' d ' •'q ` OTHERS) (DESIGNED BY CONVEYOR BELT / 0
I ZAVEL (DESIGNED BY
°- d CON E-CO)
I J
TYP
i I I d d '�`�• �10 5' TRANSITION �`
I TO FLUSH CURB TRUCK WAS � 0 4- �25' BUILDING
I I I I d dd DOWN AREA '9• �S�OG , SETBACK R
d
I I o TRUCK FORTRANS 5000S 18" CURB AND
I PARKING PH MONITORING GUTTER (TYP.) CP CONTRACTOR TO VERIFY
I SYSTEM / FINAL LAYOUT OF FEEDER
I I CONCRETE AREA SHALL BINS & PLANT EQUIPMENT /
REMAIN AS GRAVEL UNTiL ,+l` / WITH MANUFACTURER i
I I CONCRETE PLANT IS _- N6 / PRIOR TO CONSTRUCTING i
OPERATIONAL. CONCRETE Ste, 6 RETAINING WALLS.
WILL BE POURED ONSI CONCRETE CONCRETE �� '�ENGINEER SHALL BE /
I ONCE A¶L ANT IS IN FLUME FLUME/ ��0�j / NOTIFIED OF ALL CHANGES
OPERATION,
I I 1 ER '� FROM THIS PLAN
I
I
II
I
I�
I
i
50' TYPE 'A'
I BUFFER YAR
I
(
I
i
I
I
I
I I
I I
I I /
I /
AGGREGATE PIT & /
I SETTLEMENT
IS11NG
CHAMBER (DESIGNED
3HT-OF-WAY BY ROBS LINDEN �
ENGINEERS) /
/AREASTORMWATER NC DOT
OF PROPOSED MANAGEMENT POND VEGETATION TREE ND TRAVERSE STATION / /
SEPTIC SYSTEM CP PROTECTION
(DESIGNED AREA / BY104-2/
I BY S&EC)
TEMPORARY OPERATIONS TRAILER NOTES:
I/ / 1. 10'x40' TEMPORARY OPERATIONS TRAILER SHALL BE PROVIDED AS SHOWN UNTIL PERMANENT OPERATIONS & MAINTENANCE BUILDING IS CONSTRUCTED.
2. TEMPORARY TRAILER SHALL REMAIN ONSITE FOR A MAXIMUM OF 3 MONTHS.
/ AFTER 3 MONTHS, THE TRAILER SHALL BE REMOVED FROM THE SITE AND THE
I/ �•9,QO PERMANENT OPERATIONS AND MAINTENANCE BUILDING SHALL BE USED.
/ 3. ADDITIONAL LANDSCAPING FOR THE TRAILER WILL NOT BE PROVIDED SINCE IT WILL
BE D BUFFFER NSITE EAST, SOUTHRANDERWESTIOD O F THE SITE. F TIME AND WILL BE SCREENED BY WOODED
4. THE CONCRETE PARKING AREA FOR THE PERMANENT OPERATIONS BUILDING SHALL
REMAIN AS GRAVEL UNTIL THE PLANT IS OPERATIONAL. THE OWNER WILL POUR
THE CONCRETE PARKING AREA ONCE THE PLANT IS OPERATIONAL.
, / 5. REFER TO THE COMCHECK SOFTWARE VERSION 3.4.2 ENVELOPE COMPLIANCE
CERTIFICATE, APPROVAL DATE 12/4/07, AND THE ATTACHED DBI-1244W STOCK
MODULAR BUILDING DRAWINGS DESIGNED BY PHILIP WITHERINGTON, P.E. OF 7903
SHORE BLUFF CT. TAMPA, FL 33637 [phone] FOR ALL INFORMATION
REGARDING THE TRAILER INSTALLATION.
I / CP
I /
V
/
I � �
.huh "00
N/F
CAROLYN PROPERTIES, L.L.C.
DB 11721, PG 1278
PIN: 1764750977
Q
NC DOT
TRAVERSE STATION
SOP BY104-3
O /
REVISED PER CONTRACTOR ARCHITECT COMMENTS
06/10/08
RTL
JJW
REVISED PER WAKE COUNTY AND NC DWQ REVIEW COMMENTS, REMOVED OFF -SITE
GRADING
05/05/08
RTL
JJW
REVISED FEEDER BIN LAYOUT & ADDED OPERATIONS TRAILER
03/25/08
JCA
JJW
A
CONSTRUCTION PLANS
03/12/08
JCA
CMD
Al
WAKE COUNTY REVIEW COMMENTS
09/28/07
JPK
CMD
REV. No.:
REVISION:
DATE:
DRAWN BY:
CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose
and client for which it was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by
Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2008
Box-$ J;�,3 A103 S �J
PREPARED IN THE OFFICE OF:
� Kimley=Horn
� and Associates, Inc.
P.O. BOX 33068 - RALEIGFi, NORTH CAROLINA 27636-3068
PHONES [phone] FAX [phone]
TRUCK TRAFFIC FLOW DETAIL
SCALE 1:40
CLIENT:
JENCO CONCRETE ASSOCIATES, INC.
TI TLE:
SITE PLAN
GENERAL SITE NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST WAKE COUNTY STANDARDS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOB SITE.
3. ALL SITE LAYOUT DIMENSIONS TO FACE OF CURB AND FACE OF BUILDING, UNLESS NOTED OTHERWISE.
4. FINAL ZONING AND SITE IMPROVEMENT INSPECTION SHALL BE REQUIRED TO VERIFY SITE PLAN COMPLIANCE BEFORE A
CERTIFICATE OF COMPLIANCE IS ISSUED BY WAKE COUNTY BUILDING INSPECTIONS.
5. DETERIORATED OR DEAD SCREENING SHALL BE REPAIRED OR REPLACED WITHIN SIX MONTHS.
6. NO PERMANENT CONSTRUCTION CAN OCCUR WITHIN BUFFER YARDS, UNLESS SPECIFIED ON THE PLAN.
7. SEPTIC TANK, SEPTIC DRAIN LINES ARE PROHIBITED IN REQUIRED BUFFER YARDS. STORMWAIER RETENTION AND
DETENTION FACILITIES, STORAGE TANKS FOR ANY PURPOSE, UTILITY SUBSTATIONS, AND BUILDING HOUSING COMMODITIES
OR EQUIPMENT ARE ALSO PROHIBITED IN REQUIRED BUFFER YARDS.
8. PROJECTED TRAFFIC COUNT BASED ON BUILDING CAPACITY AND PROJECTED ANNUAL PRODUCTION VOLUME OF 90,000
CUBIC YARDS.
9. THE PROPOSED OFFICE SPACE WILL BE USED BY 3 ADMINISTRATIVE AND 5 MAINTENANCE PERSONNEL. CONCRETE
MATERIALS WILL BE STORED ONSITE. MECHANICAL REPAIR EQUIPMENT & MATERIALS WILL BE STORED INSIDE THE
MAINTENANCE BUILDING.
10. NCDOT DRIVEWAY PERMIT IS REQUIRED FOR PROPOSED FULL MOVEMENT DRIVEWAY ON THREE SISTERS ROAD.
11. SITE LIGHTING SHALL COMPLY WITH WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE AND WILL NOT BE DIRECTLY
VISIBLE FROM A VEHICLE TRAVELING ON US-64.
12. MAX ELEVATION OF BUILDING SHALL BE HEIGHT 430.10' BASED ON THE ELEVATION OF US-64 ADJACENT TO THE SITE.
ELEVATION OF US-64 IS APPROXIMATELY 306.10' PER DESIGN INFORMATION PROVIDED BY NCDOT. PER WAKE COUNTY
UDO SECTION 3-71-3-(B) MAXIMUM BUILDING HEIGHT SHALL EQUAL THE ELEVATION OF THE SPECIAL HIGHWAY
(306.10') PLUS 60', AND AN ADDITIONAL 1' OF HEIGHT FOR EVERY 2' OF DISTANCE FROM THE SHOD BUFFER YARD TO
THE BUILDING OR STRUCTURE. THE SHORTEST DISTANCE FROM THE TALLEST STRUCTURE TO THE SHOD BUFFER YARD
IS APPROXIMATELY 128'. HEREFORE, THE MAXIMUM ALLOWABLE ELEVATION OF A STRUCTURE SHALL BE
306.10'+60'+128'/2 = 430.10'. THE TALLEST PROPOSED STRUCTURE IS THE CONCRETE PLANT SILO WHICH HAS A
HEIGHT OF 75' AT PROPOSED FINISHED GRADE ELEVATION OF 276.00' AND A TOP ELEVATION OF 351.00'.
13. SOLID WASTE WILL BE HANDLED BY A PRIVATE COLLECTION SERVICE WITH CONTAINERS LOCATED INSIDE THE
MAINTENANCE BUILDING.
14. FORTRANS 5000S PH MONITORING SYSTEM DESIGNED BY OTHERS. CONTACT BOB COOKE AT [phone] FOR
PRODUCT DATA AND INSTALLATION INSTRUCTIONS.
15. SEE STRUCTURAL PLANS BY ROSS LINDEN ENGINEERS FOR AGGREGATE PIT, SETTLEMENT CHAMBER, RETAINING WALL
AND PLANT EQUIPMENT FOUNDATION DESIGN.
16. SEE PLANS BY CON-E-CO FOR ALL CONCRETE PLANT EQUIPMENT DESIGN, DIMENSIONS, ELEVATIONS, ETC.
PROJECT DATA SITE DATA TABLE
TOTAL SITE AREA
5.97 AC
STREET ADDRESS
512 THREE SISTERS ROAD
KNIGHTDALE, NC 27545
PARCEL IDENTIFICATION NUMBER PIN
1764-75-7306
DESCRIPTION
LOT 11 THOMPSON INDUSTRIAL PARK
DISTURBED AREA
3.75 AC (163,432 SF
PROPOSED BUILDING
OFFICE & MAINTENANCE BUILDING
PARKING REQUIRED
8 OFFICE & MAINTENANCE BUILDING REGULAR
SPACES BASED ON 1 SPACE/2 EMPLOYEES PLUS 10
TRUCK SPACES, 1 PER CONCRETE TRUCK. INCLUDING
HANDICAP ACCESSIBLE PARKING SPACE.
HOURS OF OPERATION I
M-F 7: OOAM-6: OOPM SAT 7: AM-12: OOPM
PARKING PROVIDED
14 SPACES INCL. 1 HC AND 10 TRUCK SPACES
MAXIMUM # OF EMPLOYEES
15
ZONING INFORMATION
EXISTING ZONING
1-2
EXISTING USE
VACANT, UNDEVELOPED
MIN. LOT SIZE
10,000 SF OR 0.23 AC.
PROPOSED INTENSITY
MEDIUM INTENSITY - NON-RESIDENTIAL
OVERLAY DISTRICT:
SPECIAL HIGHWAY OVERLAY DISTRICT (SHOD)
BUFFER YARD:
50' SOUTH AND EAST BOUNDARY S.H.O.D.
TREE PROTECTION AREA:
25' SOUTH AND EAST BOUNDARY
50' WEST BOUNDARY
REQUIRED BUILDING SETBACKS
FRONT: 50'
SIDE: 25'
REAR: 25'
MAXIMUM BUILDING HEIGHT
75' (TOP CONCRETE PLANT SILO ELEVATION 351.00')
MAX ALLOWABLE BUILDING
HEIGHT PER SHOD
MAXIMUM ELEVATION OF BUILDING IS 430.10' BASED ON
THE ELEVATION OF US 64 BYPASS. SEE SITE NOTE #12.
FLOOR AREA RATIO (FAR)
CALCULATIONS:
TOTAL FLOOR AREA: 0.11 AC. 4,800 SF
TOTAL SITE AREA: 5.97 AC. 259,923 SF
FAR: 0.018 4800 SF/259,923 SF)
IMPERVIOUS COVERAGE:
TOTAL IMPERVIOUS AREA: 2.20 AC, 95,858 SF
IMPERVIOUS:: 36.88%
ONSITE EASEMENTS:
NONE - PROPOSED DRAINAGE EASEMENT
FROM ADJACENT PROPERTY
ROADWAY INFORMATION
TRAFFIC IMPACT ANALYSIS
NOT REQUIRED
DRIVEWAY ACCESS
THREE SISTERS ROAD (MINOR THOROUGHFARE)
OFF -SITE IMPROVEMENTS
N/A
TRAFFIC GENERATION DATA
DAILY MAX EMPLOYEES: 32
DAILY MAX CONCRETE PRODUCTION: 39
TOTAL DAILY MAX: 71
UTILITY AVAILABILITY
WATER
NONE -PROPOSED WELL
SANITARY SEWER
NONE -PROPOSED SEPTIC TANK
STORM SEWER
SITE STORMWATER WILL DISCHARGE TO AN EXISTING
30" METAL PIPE UNDER RR AND DRAINAGE DITCH
ALONG THREE SISTERS.
NATURAL GAS
N/A
ELECTRIC
OVERHEAD (PROGRESS ENERGY)
TELEPHONE/CABLE
OVERHEAD
SITE DISTANCE
SITE DISTANCE LINE:
680.00'
SOURCE:
NCDOT POLICY ON STREET AND DRIVEWAY ACCESS
TO NC HIGHWAYS.
CkRN-1
a. V
�/I8ft
GRAPHIC SCALE
40 0 20 40 80
DATE:
08/3/07
HORIZONTAL SCALE:
1 "= 40'
VERTICAL SCALE:
N A
DRAWN BY:
JCA
DESIGNED BY:
JCA
CHECKED BY:
CMD
160
PROJECT: i inch = 40 ft.
JENCO CONCRETE PLANT
512 THREE SISTERS ROAD
WAKE COUNTY, NORTH CAROLINA
ATTACHED REFERENCE FILES:
JOB NUMBER:
012858000
NUMBER:
C-2

IIII `, I \ �/ I Wl 1 COORDINATE BYPASS \ \ t ! / �7
/PROPO D WELL I IP CO STIjUCTION / \ \ } / / PRQPOSE DR41NAGE'
4-OCA 0N / / / TW U STREAK1� / J 1\\� \"1 01 \ / / EASE ENT T 2 2.00. \ �\ , l �\ \ \ I N F
DENED / PIeOP TY/ STORMVygTER' �, / \ �ROJE TED CATER \ \ /
(I I I III I )l \ I COOR INATE I NE,NV 2c / BY &E ' / / OU�A / / ,/ / ' \ \ \ i I EL VATI® FO THE 100-'YR \ \ \ \
TRANS 0 M R WVI I SL PE,IrYP. �5 / / � \E� lV , \ \ MARGARET DEAN
o I I `L / / HEADWALL / \ \. \ \ `. ORwi = 2� �a \ \ \ \ \
T •
PROGIR NE Glf / I , / ^� / INV=255.00 ST 2. 4.'GIBBON MARTIN
) ( I I / /2" PV� tV / / /(DESIGNED BY ROS (/ f I \ �js \ \ \ \ \ \ \ / , 252
Z I PK ,II I I ) ( / WATtLIN.4 LINDEN ENGINEERS) �� \ `���� \� ( { \ \ \ \ PIN: �764865965
o III (� I I \ I ( / /, - \ \ SLOP�, TYP. IPS
O IIII lSEE GRADING AND \ \ \
uGE 2 / u \ 1 \ DRAINAGE NOTE #12
p I i I I II I I �I N 268
i .O 9
/.0
2 2:L71C2 8.7
27$\\0 OF 2�0 2 !6
LE 26§.00X 69.0AA-10BUILDINGS
D TAIL " / ) JS'I218.1
8/5,`'/ABELLOW I \ \ \ \
\ \ \ I \
\�I\ \ \
\ ao ��✓ 1Jj /( I))IiIIII (III �IIIIII IIi((I(�IIi(I IIII II1II II 1I II\\/ ( j II !II I�IS, ' IRI T / ,
�
R� E \\ \ INIAG \\ALLL \S \\ \ \\ 7\5�.15N/F ROBS�C8I�4%PES NT B�281NE;GINEES)WENDELL FAL2 900 Ew�S wdE 267.
\ \\\ S
\LOP\E II P.` .3\
264/V267.%9
N.269.0 C REVE DB 11755, PG 2624 267. w./ / tf ARE �oRoPPIN• 1764849503 67.10\ RATER
IA SER/ 268STOCK PILE
/ yOUT, 3YP/ S%/CR \%fAREAS, \ 6.0 � WP
' I s88 V 2�8
0 2.0 LODE
/ \ a,74.k087 LF 18" RCP 01.15% 7•
S(FIELD VERIFY INVERTS ���830L4„PVC FTO MAINTAIN A MIN. 2' f 47%MIN. 267•1 EOF COVER) I �
64.1 2( .7 O , . NV 6 .1
-r�
.i
RR
\cj�
(( I RI I (, / / / 231 /L-F PVIC / cy / % \ , I \ r'�\ \ 2T .65\.
® /0.77./ IN/ / /
1 LF,4 Pvc 7� / / / /.
CL A!? N T -0 Toy. MIN. 26) �� i�� i/ L
/ / 267.20 / O
�62. 8 I { I INV 252 T4 a 'f(E TOP 0 / % / / / -F�HP I 1 / \ �� \ \ \ \\ i �i ��
/ S PTI R POrSED /66/ 0 / / tV / I 245 \ \ \ `�-� %'�
(( I I I I I I I 1 L p _ E C/SYST�M / / 26`6.0 / I ( I o� 60 �ZCP \ \ s
SEPTIC SYSTEM I I I i I 11vv=2 0 00 ( )/ l / I o i / RR
DISTRIBUTION BOX I I I I I 2R n \ DESIGNED BY / / // 67 2 I 6 \ \ / % i /
// 1.1\% \ \ i /�i�/
DESIGNED BY ! I I 31 LF PV .6 2i�6.15 G� / / ' 1 HP I \ �' \ \ \ \ \ / i�� �� �// // DyVERSION
7 �... .
67.10 \ �� / / SWALE FOR
S&EC) � � ( of \ � / / ��` TRU K W SH i l 2sHP o cr \ \ \ �-
I V OFF SITE
DRAINAGE i
I I ((I I I \ \ / / I ( C 66.00 \ \ ALP
6. \ LP \ \ 266t05
CO CR TE '
s
I ) I ( 55• / ( FL ME
C7 III I i I I I I I / I �S, - / I ON
4.7 / I - so- 2s \oo \ uM
I I I 1 I I i (III S) 4�118. / I > > /// �ORTRANS 5000S
oo 1j7-PH MONITORING /
'I °o I I SYSTEM (DESIGNED i
II I I I l I I III Il / 6j Yes j\ �60 \ ,\ I\ ;/�/ j/% / / BY OTHERS) i
,III ,III ► I , I ► � / � R ,� � � _ � � � I I o - 6 x6 PAD sHowN/
N I \
04Q NC DOT /
1 1 I I I I I i l i II \ \ \ y ��P / / / %/'XTRAVERSE STATION /
/ �/ STORM DRAIN BY104-2
V I cn / / _
` MANHOLE (SEE
SHEET C-6) /
" RIM=266.50 /
NVR257.95' � I 1 Illli jI �_-� � I � / •"��� ���
\ 260 I � ) ;-�. // , / � � INV=252.16 (THRU)
PROPOSED - - - A�t STORMWATER MAGEMENT`� / / ' '' % /� % / /
SEPTIC SYSTEM POND WITH NORMAL WATER '/ j ! �'�// / / AGGREGATE PIT & SETTLEMENT
ZI I I I j ( ice\ I I \ (DESIGNED BY _SURF%�CE ELEV-. 258.00\ / /�jj j' j // j /j 65 LF 60" RCP CHAMBER. SEE SHEET C-6 FOR
_-:1 I/ ��I \s&Ec) ti �/ / ®1.11 %
I / 4'x4' OUTLET C,ONTRL9L 0 / / �/ j j j f / /� / DETAILS AND DIMENSIONS (SEE
LINDEN
/ STRUCTURE \ / /j / j /, // // STORM DRAIN ENGINEERS FOPLANS BY R STRUCTURAL
I TOP=263.50 \ / / �f/// j/ ; j jam/ MANHOLE (SEE / DESIGN)
INV=254.00 ` _ l \ jf/ / j f/ / /< /�O RIM ET C-6 /
(SEE SHEET C-6 FOR \ - I ////// / 1,
_ 5.50
/
THINV=251RU)DETA - --64-LF 24" RCPC�36" R24,:RC5INV 26.9 NGXI FLARED EN / 006
STI
ARAINAGE SECTION
SWALE
INV=253.50
I r.l i I I► l / \, ��\\�\ /�i/ i iiii�i\err
HEADWALL INV=250.00.
INVERT TO BE BURIED 1
t I III I I 111( \ 1 WASTEWATER BELOW FINAL GROUND
I (1 III IIII \ \ I SAMPLING AND MATCH - - �/ / ///,/�/// /i / / \\ ELEVATION OF 251.00
I (I I \ ) DISCHARGE EXISTING �/
,I / /� (SEE SHEET C-6) I I I I I ( \ \\ I I POINT GRADE
)1
/
PROJECTED BACKWATER ELEVA
TION AT THE
255 INLET OF THE EXISTING 30" MP FOR THE
100-YEAR STORM IS 260.39
DXIS�NG\ 'MP
RAINGE\ -30
ilIl DITCH 6.74\0
CP INV-24 \ \ l \ j% EXISTING GROUND
//Ml /
L
Jill
NIF
CAROL YN PROPERTIES, L.L.C.
DB 11721, PG 1278
(N PIN: 1764750977
6'CLF DOT
/ NC D
/ I /I 1 II►II \ /////� /
/�i, j 2ss//%/ PO / TRAV�Y104-3ATION
/
PER NCDENR COMMENTS
08/14 08
RTL
CMD
PREPARED IN THE OFFICE OF:
KimleywHorn
and Associates,nc.
REVISED PER CONTRACTOR ARCHITECT COMMENTS
06/10/08
RTL
JJW
REVISED PER WAKE COUNTY AND NC DWQ REVIEW COMMENTS
05/05/08
RTL
JJW
REVISED FEEDER BIN LAYOUT & ADDED OPERATIONS TRAILER
03/20/08
JCA
JJW
®
CONSTRUCTION PLANS
03/12/08
JCA
CMD
1
WAKE COUNTY REVIEW COMMENTS
09/28/07
JPK
CMD
REV. No.:
REVISION:
DATE:
DRAWN BY:
CHECKED BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. PHONE. [phone] FAX: [phone]
Copyright Kimley-Horn and Associates, Inc., 2008
CLIENT:
GRASS LINED
SWALE
N
PROPOSED PARKING
SURFACE
SWALE DETAIL "A"
NTS
JENCO CONCRETE ASSOCIATES, INC.
TI TLE:
GRADING, DRAINAGE AND
UTILITY PLAN
GRADING AND DRAINAGE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH WAKE COUNTY
STANDARDS AND SPECIFICATIONS
2. SIDE SLOPES OF 3:1 USED TO THE EXTENT PRACTICABLE TO
TRANSITION TO EXISTING GRADE.
3. CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPOSED GRADES AND
OTHER IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH ADA
CRITERIA. CONTRACTOR MUST SHOW WHERE SLOPES CANNOT EXCEED
2% IN ANY DIRECTION AND ANY OTHER LIMITATIONS.
4. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES
PRIOR TO START OF GRADING.
5. DIVERSION SWALES FOR OFFSITE DRAINAGE ARE INTENDED TO ROUTE
OFFSITE DRAINAGE AROUND THE CONCRETE PLANT AREA WITHOUT
COMMINGLING W/ONSITE PROCESS WATER.
6. ALL SPOT ELEVATIONS ARE SHOWN AS FLOW LINE UNLESS NOTED
OTHERWISE.
7. FLOOD STUDY COMPLETED BY KIMLEY-HORN AND ASSOCIATES ON
8/3/07 DOCUMENTS APPROPRIATE SIZE FOR BY-PASS PIPE AND
BACKWATER ELEVATION FOR 100-YEAR STORM EVENT.
8. PROPOSED WET DETENTION POND, AGGREGATE PIT, SETTLEMENT
CHAMBER AND WATER QUALITY MONITORING SYSTEM SHALL TREAT
PROCESS AREA STORMWATER RUNOFF IN ACCORDANCE WITH NPDES
PERMIT #NCG140000. SEE STRUCTURAL PLANS BY ROSS LINDEN
ENGINEERS FOR AGGREGATE PIT AND SETTLEMENT CHAMBER DESIGN.
FORTRANS 5000S PH MONITORING SYSTEM DESIGNED BY OTHERS.
CONTACT BOB COOKE AT [phone] FOR PRODUCT DATA AND
INSTALLATION INSTRUCTIONS.
9. TOTAL DISTURBED AREA: 3.75 AC
10. ALL RCP PIPE SHALL BE CLASS III UNLESS OTHERWISE NOTED.
11. PVC SANITARY SEWER PIPING SHALL BE SDR-35 UNLESS OTHERWISE
NOTED.
2. REFERENCE GEOTECHNICAL REPORT DATED NOVEMBER 8, 2007 BY
GEOTECHNOLOGIES, INC. FOR ADDITIONAL INFORMATION. SOIL SHALL BE
COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY EXCEPT UNDER BUILDING PADS, PAVEMENT AND CONCRETE
PLANT EQUIPMENT. THIS REQUIREMENT SHALL BE INCREASED TO 98%
OF THE STANDARD PROCTOR MAXIMUM WITHIN 1 FOOT OF DESIGN
GRADE OR FOUNDATION SLAB. FOR SLOPES STEEPER THAN 2.5:1 IT
IS RECOMMENDED TO UTILIZE GEOGRID REINFORCEMENT IN THE OUTER
6 FEET OF THE SLOPE TO REDUCE THE POTENTIAL FOR SHALLOW
SLOUGHING DURING THE WETTER WINTER MONTHS. TYPICALLY, TENSAR
BX1100 GEOGRID IS PLACE VERTICALLY 2 FEET ON CENTERS AND
EXTENDED 6 FEET BACK INTO THE FILLED SECTION FOR SLOPE ANGLES
.j OF 2: 1.
UTILITY NOTES:
1. A SEPTIC PERMIT APPLICATION WILL BE REQUIRED FROM WAKE COUNTY
ENVIRONMENTAL SERVICES AS PART OF THE BUILDING PERMIT
PROCESS. THE SEPTIC SYSTEM SHALL BE DESIGNED BY A NORTH
CAROLINA LICENSED SOIL SCIENTIST BASED ON THE SOIL EVALUATION
COMPLETED BY S&EC IN OCTOBER 2006. AN ORANGE SIGN WILL BE
POSTED TO LOCATE THE PROPERTY AND THE CORNERS OF THE LOT
AND THE PROPOSED SEPTIC TANK AND SYSTEM LOCATION WILL BE
STAKED AND FLAGGED IN THE FIELD.
2. SETBACKS FOR THE SEPTIC SYSTEM SHALL BE 5-FEET FROM BUILDING
FOUNDATION WITHOUT A DRAIN, 15-FEET FROM TOE OF A SIDE SLOPE,
25-FEET DOWNHILL FROM DRAINLINE, 100-FEET FROM WELLS, 50-FEET
FROM PONDS PERMANENT WATER SURFACE ELEVATION, 15-FEET FROM
EMBANKMENTS OR CUTS 2 FEET DEEP OR GREATER, AND 10-FEET
FROM PROPERTY LINE.
3. A WELL PERMIT WILL BE REQUIRED FROM WAKE COUNTY
ENVIRONMENTAL SERVICE AS PART OF THE BUILDING PERMIT PROCESS.
ONCE THE PERMIT HAS BEEN OBTAINED, A CERTIFIED WELL
CONTRACTOR SHALL INSTALL THE WELL IN ACCORDANCE WITH THE
PERMIT. ONCE THE WELL IS CONSTRUCTED, A CERTIFIED PUMP
INSTALLER SHALL INSTALL THE PUMP AND COMPLETE THE WELLHEAD
CONSTRUCTION.
SITE LEGEND
- - -000- - -
EXISTING CONTOUR LINE
000
PROPOSED CONTOUR LINE
PROPOSED CURB AND GUTTER
+ 381.50
PROPOSED SPOT ELEVATION
- - -
EASEMENT LINE
SS
PROPOSED SANITARY SEWER
W
PROPOSED WATER LINE
UGE
PROPOSED UNDERGROUND ELECTRICAL LINE
T
PROPOSED TELEPHONE LINE
PROPOSED STORM PIPE
®
PROPOSED RIP -RAP
PROPOSED STORM DRAIN FLOW
0 CO
PROPOSED CLEAN OUT
0
PROPOSED UTILITY POLE
BW/TW
BOTTOM WALL/TOP WALL
GRAPHIC
SCALE
+o 0 20
. -o
80 160
( IN FEET )
1 inch = 40 ft.
TE: PROJECT:
08/3/07 JENCO CONCRETE PLANT
1 "= 40'
JCA
J. N. UCJIb1VCU o i
q� JCA
CHECKED BY
CMD
512 THREE SISTERS ROAD
WAKE COUNTY, NORTH CAROLINA
ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
012858000 C-3
B0/,<-4j),3 /y%33 S'G✓

�IIIII1111 Wi��(II �
IIII 111 III \ I I I ( I / 2:1 ' MITS 16F
I II I I II 11 \ I I I ( I I SLOPR
E ��5 DIS WI BANCL/, / / / E TIN /
CIV C V/
1 A
o
li/i1i ihl'll l i I 2
tn( 1 (
IilIj11111 �I� \ N` 1
FviUR� /
I'iOryl ut ENAN D ' / / / / /2:
�, \ / BUIkDIN S�OPE
\\� / �Lr:2690/
/2M
TEMPORARY
CONSTRUCTION #
ENTRANCE
�7
/TH AP/
i PR CLASS B
APRON
STOKIE 00 FILLER /
FA RIC./ j / / /// /
266 f
%\
INS>,TALIL MP6F \
EROSION 6QNTRQL \ \ \ SL
LANKT ON\ALI� \ \ SLOPF�
GR P TEES;R :HYPO ` \ \ /
' \(SSE t! STE (fHl SHEET)
IPS , \ \\
6> \ 1 I I I I I I \ , 1 \ \ \ \ \ \
I 1 I \ 1 SLOPE
• lrr � r / 1 � y^ ( I 1 1 1 \\ \ \ \ � \ t3` \ \ I RR R I
ry
OL
I ( I j I I I ( \ \ \ ! •4 ' 1 1 \ \ \ \ \ ` \ \ \ %'i i i� / . // / / OFF SITE
DRAINAGE i
I� I III I I \ �;� --1----�---► , 1 I �� \ \ \ \ \ o \ _ - /
q) � I III I I � \ I I I � \ \ � \ \ \ \\ �,r t�1T��W/'!
t- Ic
QD 1 I I ( / I _ �' RBANCE,
III III I I I I/ I I \ �� / I 2 5
-MSTOM SEDIMENT BASF /#3
SHALE. BE CLEANED 91, SILK ;Y�FP%
ACCUMULATM SEDIMENT 5 PRo�p
BEFORE CONVERTING OI
1 1 1 l 'RERMANENT WET DETENTION
/
POND. to
rb to
I IIII I I I I I I I/ \ 16- EMERGENCY N I \
SPILLWAY
LEV 263.00\ //
ry lI
V �\ 5
�...� /
24"RCP I'I I I II III I �260
l lip I I I i \ I I 1 i
INV=257.95 I II111i 260
III \ 1 I IIII _____-._._._
w\ J
l I 1� 1 � I MINI i (�
\ r
(I ll \ �QF
PROPOSE \ ` o
D,
Lqeo I I II ` \ / SEPTIC SYSTEM
(DESIGNED BY
s&Ec)
> l1 I _ 12'x14'x22"\TH24"RCP aRIP RAP APRON.
XISTNINV=256.9 CLA§k B STO
III I I i I i IIII I / SWAIN GE ON FILTER FABR�C.ZZ
\
/
P
/
NC DOT ,
\ \gyp TRAVERSE STATION /
22 THICK RIP RAP
APRON CLASS B /
STONE ON FILTER /
FABRIC. /
/ice /wiz /i � //
/j 40'x45'x24" THICK
RIP RAP APRON. s;
CLASS 1 STONE
TEMPORARY SILT ECK ON FILTER FABRIC
DAM TO REMAI"NTIL
SITE IS STABBED (SEE
DETAIL, SHEET C-1)
IIII I I iIIiI� \�
I I \ \ \ I
\/ - 255 -// /
XIS�'ING\
D AIAGE\o CP3/
0/"
MP
DI�cH INV=246.74' i
{//� Q
/ /// / /
0
PAR /
I I I I►III 1 1� / \ �', �\f // //�/ vJ �
r
I
IV
i
/ / I III
/IIIIiII
M1
/G��
6'CLF �X I// I I I I I II►+ \ \ \ /i//// ,`�P / NC DOT
O / TRAVERSE STATION
/j I i/ I / // I \ //�j�/� �pP BY104-3
ci
C)
REVISED PER WAKE COUNTY AND NC DWQ REVIEW COMMENTS 05/05/08 RTL JJW
REVISED FEEDER BIN LAYOUT & ADDED OPERATIONS TRAILER 03/25/08 JCA JJW
CONSTRUCTION PLANS 03/12/08 JCA CMD
1 WAKE COUNTY REVIEW COMMENTS 09/28/07 JPK CMD
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2008
PREPARED IN THE OFFICE OF:
� KimleywHorn
� and Associates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX [phone]
DISTURBED AREA: 3.75 AC
EROSION CONTROL LEGEND
- - -000- - -
EXISTING CONTOUR LINE
-000
PROPOSED CONTOUR LINE
PROPOSED CURB AND GUTTER
X 381.50
PROPOSED SPOT ELEVATION
- - -
EASEMENT LINE
PROPOSED STORM PIPE
®
PROPOSED RIP -RAP
�^ ~
PROPOSED STORM DRAIN FLOW
- -
LIMITS OF DISTURBANCE
TEMPORARY SILT CHECK DAM
Custom Sediment Basin #3 (Proposed Wet Detention Pond)
SURFACE AREA REQUIRED
6,167
SF
SURFACE AREA PROVIDED
6,484
SF
VOLUME REQUIRED
4,158
CF
VOLUME PROVIDED
32,184
CF
STORAGE DEPTH
9.0
FT
TOP OF BERM
9,147
SF
265.00
EMGY. SPILLWAY LENGTH
16
FT
263.00
BOTTOM OF BASIN
208
SF
254.00
GRAPHIC SCALE
40 0 20 40 so 160
( IN FEET )
i inch = 40 ft.
40'
CONSTRUCTION SEQUENCE
1. SCHEDULE A PRECONSTRUCTiON CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, DEBBIE GREENE (TEL
#919-856-7413). OBTAIN A LAND -DISTURBING PERMIT.
2. CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES ON SHEET C-1 "DEMOLITION AND INITIAL
EROSION CONTROL PLAN". INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY SILT CHECK DAM, TEMPORARY
DIVERSIONS, SILT FENCE, SEDIMENT BASINS #1 AND #2 OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN.
SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION.
3. INSTALL TEMPORARY STREAM CROSSING AND BEGIN INITIAL CLEARING. INSTALL BYPASS PIPE SYSTEM PRIOR TO
ANY STREAM DISTURBANCE.
4. ONCE INITIAL CLEARING AND BYPASS INSTALLATION ARE COMPLETE, INSTALL SEDIMENT BASIN #3 (FUTURE WET
POND), PERMANENT RISER, AND OUTLET AS SHOWN ON THE EROSION CONTROL DETAILS. INSURE THAT THE
UPSLOPE DISTURBED AREA IS CAPABLE OF FLOWING INTO SEDIMENT BASIN #3, ADD DIVERSION BERMS AS
NECESSARY TO CAPTURE ENTIRE AREA. /
5. CALL DEBBIE GREENE (TEL #[phone]) FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO
OBTAIN A CERTIFICATE OF COMPLIANCE.
6. COMPLETE CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE.
7. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT
TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN SITE CONSTRUCTION, BUILDING, ETC.
8. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED
AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL DEBBIE GREENE (TEL
#919-856-7413) FOR AN INSPECTION BY THE ENVIRONMENTAL ENGINEER.
10. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, TEMPORARY SILT CHECK DAM, ETC. AND SEED
OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS 4
VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED.
11. REMOVE ACCUMULATED SEDIMENT FROM SEDIMENT BASIN #3 AND BEGIN CONVERSION TO A STORMWATER WETPOND f
AS SHOWN ON SHEET C-6 "STORMWATER MANAGEMENT DETAILS". BRING WETPOND TO FINAL GRADE, CONTACT
PROJECT ENGINEER FOR STORMWATER CERTIFICATION, AND SEED STORMWATER POND AREA UPON CERTIFICATION.
12. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE ENVIRONMENTAL
ENGINEER, DEBBIE GREENE (TEL #[phone]). OBTAIN A CERTIFICATE OF COMPLETION.
TREE PROTECTION FENCE
CLIENT:
JENCO CONCRETE ASSOCIATES, INC.
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH WAKE COUNTY
STANDARDS AND SPECIFICATIONS
2. SIDE SLOPES OF 3:1 MAX. SHALL BE USED TO THE EXTENT
PRACTICABLE TO TRANSITION TO EXISTING GRADE.
3. EROSION CONTROL MEASURES SHALL BE MAINTAINED AS NECESSARY
DURING CONSTRUCTION TO PREVENT SEDIMENT LADEN RUNOFF FROM
LEAVING THE SITE.
4. TEMPORARY EROSION CONTROL BLANKET SHALL BE A DEGRADABLE,
AND AT A MINIMUM A SINGLE NET BLANKET THAT CAN WITHSTAND A
SLOPE OF 2: 1.
SEEDBED PREPARATION NOTES:
1. GRADED SLOPES AND FILL - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN
THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 15 WORKING DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER,
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
2. GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE
THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON THAT
PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN.
3. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO THE PLANS.
4. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. TOTAL
SEEDBED PREPARED DEPTH SHALL BE 4" TO 8" DEEP.
5. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY
WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL
SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
6. IF NO SOIL TEST IS TAKED, FERTILIZER AND LIME SHALL BE ACCORDING TO SEEDING SPECIFICATIONS.
7. IF SOIL TEST IS TAKED, PROVIDE LIME AND FERTILIZER ACCORDING TO THE SOIL TEST REPORT.
8. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED
PREPARATION.
SEEDING
Seedbed Preparation:
Seeding Schedule:
1. Chisel compacted areas and spread topsoil
For Shoulders,
Side Ditches, Slopes (Max 3:1):
three inches deep over adverse soil
conditions, if available.
Date
Type
Planting Rate
2. Rip the entire area to six inches deep.
Aug 15-Nov
Tall Fescue
300lbs/acre
3. Remove all loose rock, roots and other
Nov 1-Mar 1
Tall Fescue & Abruzzi Rye
300lbs/acre
obstructions, leaving surface reasonably
Mar 1-Apr 15
Tall Fescue
300lbs/acre
smooth and uniform.
Apr 15-Jun 30 Hulled Common Bermudagrass
25lbs acre
4. Apply agricultural lime, fertilizer and
Jul 1-Aug 15
Tall Fescue AND Browntop
125lbs/acre (Tall Fescue)
superphosphate uniformly and mix with soil
Millet or Sorghum -Sudan
35 Ibs/acre (Browntop Millet)
(see mixture below).
Hybrids***
30 Ibs/acre (Sorghum -Sudan Hybrids)
5. Continue tillage until a well -pulverized, firm,
reasonably uniform seedbed is prepared four
to six inches deep.
For Shoulders,
Side Ditches, Slopes (3:1 to 2.1):
6. Seed on a freshly prepared seedbed and
cover seed lightly with seeding equipment or
Date
Type
Planting Rate
cultipack after seeding.
Sericea Lespedeza (scarified)
50lbs/acre (Sericeo Lespedeza)
7. Mulch immediately after seeding and anchor
Mar 1-Jun 1
and use the following
mulch.
combinations:
8. Inspect all seeded areas and make necessary
repairs or reseedings within the planting
Mar 1-Apr 15
Add Tall Fescue
120lbs/acre
season, if possible. If stand should be more
Mar 1-Jun 30
Or add Weeping Love Grass
101bs acre
than 60% damaged, re-establish following
Mar 1-Jun 30
Or add Hulled Common
25lbs/acre
the original lime, fertilizer and seeding rates.
Bermudagrass
9. Consult S&EC Environmental Engineers on
Jun 1-Sep 1
Tall Fescue AND Browntop
120lbs/acre (Tall Fescue)
maintenance treatment and fertilization after
Millet or Sorghum -Sudan
35 Ibs/acre (Browntop Millet)
permanent cover is established.
Hybrids***
30lbs/acre Sorghum -Sudan Hybrids)
Mixture:
Sep 1-Mar 1
Sericea Lespedeza (unhulled-
70lbs/acre (Sericea Lespedeza)
Agricultural Limestone 2 tons/acre (3 tons/acre in clay soils)
Nov 1-Mar 1
unscarified) AND Tall Fescue
AND Abruzzi Rye
120lbs/acre (Tall Fescue)
25lbs/acre
Fertilizer 1,000 Ibs/acre - 10-10-10
Superphosphate 500 Ibs/acre - 20% analysis
Mulch 2 tons/acre - small grain straw
Consult S&EC Environmental Engineers for additional information concerning other
Anchor Asphalt emulsion 300
alternatives for vegetation of denuded areas. The above vegetation rates are
at gals/acre
those that do
well under local conditions oth r
s d" t b' t'
TI TLE:
l
3" Tree Protection Area
3• DO NOT ENTER
4"
SIGN DETAIL
N.LS
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
LETTERS ARE TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE, AND SPACED AS DETAILED.
SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER.
PLACE SIGN AT EACH END OF LINEAR TREE PROTECTION AREA AND 200' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN
PER PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
WEATHERPROOF SIGN (AS SHOWN ABOVE): POST MAY BE EITHER 4" DIAMETER PINE,
SEE NOTES BELOW FOR CONSTRUCTION AND SPACING DATA. 2DIAMETER OAK, OR 1.33 Ib/lf S�-'
5'-0' O.C. MAXIMUM ORANGE, UV RESISTANT,
HIGH -TENSILE STRENGTH,
�- POLY BARRICADE FABRIC
Tree Protection Area
DO NOT ENTER
z
0
I
:r
SUBGRADE.
NOTES
INSTALL TREE PROTECTION FENCE do SIGNAGE PRIOR TO CONSTRUCTION.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
ADDITIONAL SIGNS MAY BE REQUIRED BASED ON ACTUAL FIELD CONDITIONS.
EROSION CONTROL PLAN
CAq
J.
AtIft
e ee Ing ra a com Ina Ions are
possible.
*** TEMPORARY: Reseed according to optimum season for desired permanent
vegetation. Do not allow temporary cover to grow more than 12" in height before
mowing; otherwise, fescue may be shaded out.
MIN. 10 GA
LINE WARES
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
STEEL POST
- WOVEN WIRE FABRIC
�_ SILT FENCE GEOTEXTiLE FABRIC
2-1/2 GA.
,IEDIATE
GRADE
NOS
-USE SILT FENCE ONLY WHEN DRAINAGE AREA c FILL SLOPE
DOES NOT EXCEED 1/4 ACRE AND NEVER IN 1;, • FOR REPAIR OF SILT
AREAS OF CONCENTRATED FLOW a i ; FENCE FAILURES, USE
�.. No. 57 WASHED STONE
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL �� FOR ANCHOR WHEN SILT
GRADE FENCE IS PROTECTING
CATCH BASIN.
DATE:
08/3/07
HORIZONTAL SCA
1 "=40'
VERTICAL SCALE:
N/A
DRAWN BY.
JCA
DESIGNED BY:
JCA
CHECKED BY:
CMD
PROJECT:
- 6" MIN. COVER
OVER SKIRT •
ANCHOR SKIRT AS
DIRECTED BY ENGINEER •
SIDE VIEW
TEMPORARY SILT FENCE
JENCO CONCRETE PLANT
512 THREE SISTERS ROAD
WAKE COUNTY, NORTH CAROLINA
ATTACHED REFERENCE FILES: JOB NUMBER:
1012858000
NUMBER:
C-4
13c)x41�3 /�� 3 y s�'
T. 77 -

• 1 _ _03 - a i.: '.04 •00
ff
�0:3 `.00
.01
05
�.02 .02
.02� ti t•01
�.03 •0� c_06 _.02
.0,1 ` •02
NOTE
1. 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS
15' MAXIMUM BETWEEN CONSTRUCTION JOINTS
64 12' ON MACHINE POURS.
2. 112' EXPANSION JOINT EVERY 90.
3' 3. 3000 PSI CONCRETE MINIMUM STRENGTH AT 28 DAYS.
6' *3' 4. 4' MAXIMUM SLUMP
• • , . 5. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
• ' THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT
6► •. •► 17- STANDARDS & SPECIFICATIONS FOR ROADS AND
• • ` •• STRUCTURES.
6. ALL CONSTRUCTION JOINTS SHALL BE FILLED
24' CURB & GUTTER WITH JOINT FILLER AND SEALER IN ACCORDANCE
WITH NCDOT ROADWAY STANDARD DETAIL 846.01.
THE JOINT MATERIAL SHALL CONFORM TO SECTION
1028-2 OF NCDOT'S STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES.
181 CURB & GUTTER
NOT TO SCALE
1/2- EXPANSION JOINT
O MIN. 30 LF INTERVALS
1/2- CONTROL JOINT
-BROOM FINISH CONC SURFACE
AREA INSIDE OF TOOLED EDGE
/ TO CREATE PICTURE FRAME EFFECT
BROOM FINISH CONC SURFACE MATCH WIDTH SMOOTH TOOLED FINISH
AREA INSIDE OF TOOLED EDGE SIDEWALK AROUND ALL EDGES, TYP
TO CREATE PICTURE FRAME EFFECT
3000 PSI COMPRESSIVE 6'x6'x6 GUAGE
STRENGTH CONCRETE WELDED WARE FABRIC SEE SITE PLAN
FOR DIMENSION
Y 3' 4 I 3 2- 2� 1. 1/4-/FT 1.
CROSS SLOPE
.• ..•... �..• • *'If
.S•,i•
0.4
T
1/2- PREMOLDED 1/2" CONTROL JOINT
EXPANSION JOINT FILLER,
ALL EDGES SQUARE.
EXPANSION JOINT CONTROL JOINT SECTION
CONCRETE SIDEWALK
NOT TO SCALE
6" 5'-0" 6"
3* RA
6" 12"
18" CURB & GUTTER �// COMPACTED SUBGRADE
A A
NOTE: ALL CONCRETE TO BE 3,000 PSI IN 28 DAYS.
PLAN SECTION A -A
SEE NOTE 1
SIDEWALK
4' STOP BAR
SIDEWALK
DETAIL SHOWING TYPICAL LOCATION
OF SIDEWALK ACCESS RAMPS, PEDESTRIAN
CROSSWALKS AND STOP BARS.
DOUBLE WHEELCHAIR RAMPS ARE TO BE
INSTALLED AT ALL PUBLIC STREET
INTERSECTIONS WHERE SIDEWALK 1S
REQUIRED. WHEN SIDEWALK IS NOT
REQUIRED, CURB IS TO BE DEPRESSED
AT ALL RAMP LOCATIONS AS SHOWN
ON THIS SHEET.
SEE NOTE 1
TYPICAL'N
CONCRETE FLUME
NOT TO SCALE
4' ST
SEE NOTE I
TYPICAL
SEE NOTE 1
TYPICAL
GRASSED AREA
SIDEWALK
4' STOP BAR +.- LU-SIDEWALKSEE NOTE I
\ TYPICALl�s
VARIABLE
C
4' STOP BAR
SEE NOTE 1
TYPICAL
SIDEWALK \�/ I 11 SIDEWALK
GRA�EA
C `4' STOP BAR�g---•► 4' STOP BAR �GRASSED A
SIDEWALK SIDEWALK
SEE NOTE I SEE NOTE 1
TYPICAL TYPICAL
DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS
PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION.
4' STOP BAR
B B
SIDEWALK SIDEWALK
GRASSED AREA GRASSED AREA
DEPRESSED CURB & WINGS
AT RAMP
CONSTRUCTION PLANS 03/12/08 JCA CMD
1 WAKE COUNTY REVIEW COMMENTS 09/28/07 JPK CMD
REV. No.: REVISION:-7- DATE: DRAWN BY- CHECKED BY.
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2008
SIDEWALK ACCESS RAMP
DUMMY JOINT
M �Z
1B-
s�es
LEGEND AND BORDER -GREEN
MAXIMUM BACKGROUND -WHITE
PENALTY
!250
0
SIGN R
SNOW CONE CONCRETE
AT TOP - PAINT YELLOW.
6" DIA. STEEL PIPE
BOLLARD - FILL WITH
PEA GRAVEL CONC.
PAINT TWO (2) COATS
YELLOW.
FINISH GRADE
24" DIA. CONCRETE
FOOTING (3000 PSI
AT 28 DAY STRENGTH
PIPE BOLLARD DETAIL
NOT TO SCALE
GS 20-37.8 OR R7-ft RESERVED
BOTTOM Of SIGNS
R7-8 OR R7-6a PARKING
R7-8D
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20.37.E SlpN
ASEE NOTE *3 ON
DUMMY JOINT
5' SIDEWALK
GOES HER R7-8DR7-8
FINISHED GRADE SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20.37.5
COLORS:
m7 LEGEND AND BORDER -GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND -WHITE
HANDICAPPED PARKING SIGNAGE
NOT TO SCALE
112, EXPANSION JOINT
p .o GRASS STRIP D
BACK OF CURB
FACE OF CURB •.• :•�•►'•'1 -•:;♦ ..•
* i.•, •�..� •�• w'�1 -••
'• w N• • w� �•
A 2' DETECTABLE WARNNG DOMES
INSIDE PEDESTRAIN SEE NOTE • L
CROSSWALK LIE PEDESTRIAN CROSSWALK DEPRESSED CURB
to, MINA"
SIDEWALK ACCESS RAMP
6.0' (UNLESS OTHERWISE SPECIFIED) DEPRESSED CURB
2' DETECTABLE STANDARD 2' 6'
CURB & GUTTER
4' 1211 AIAXak& SLOPE W�OQOAI �S
SIDEWALK ACCESS RAMP • •'• •►•; !' •�
SECTION °A -A x 4' CONCRETE
FOUNDATION
FOR ALL PUBLIC STREET TIE-INS
SLOPE 12.1 MAX (6.0' MAX)
12' DEPRESSED CURB
5' SIDEWALK \ - - I -
2' DETECTABLE STANDARD 2'- 6'
WARNING DOMES CURB & GUTTER
EXPANSION JOINT4' CONCRETE
SECTION 'B-B, FOUNDATION
FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS
NOTES: OR PRIVATE STREET TIE IN.
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0' LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. MINIMUM SIZE
OF PAVER SHALL BE V X V.
2. OBTAIN 70Y. CONTRAST VISIBILITY WITH ADJOINING SURFACE , EITHER
LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE
DETECTABLE WARNING AREA.
PREPARED IN THE OFFICE OF:
Kimley=Horn
� I and Associates, Inc.
P.O. BOX 33068 - RALEICH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX [phone]
VARIABLE SLOPE
NOT TO EXCEED
L12d
161-0.
6-0- 1 4'-0' MIX 1
STANDARD CLUB
CURB
6'-0•
SIDEWALK
STANDARD CURB
G
ISOMETRIC VIEW
HC RAMP DETAILS
NOT TO SCALE
4'
STANDARD -JOINT
CURB
SECTION 'C-C'
DOUBLE ACCESS RAMP
VARIABLE SLOPE
NOT TO EXCEED
12d
IF
16,-0•
6-0- I 4-0• MIk 1
4'-0' MIN. 6'-0'
VAR SLOPES NOT
TO EXCEED 12,1
. WN - - -!." 7."
SIDEWALK ACCESS RAMP
2' DETECTABLE
WARNING DOMES
UP NOT TO EXCEED Y.
- DEPRESSED CURB
SECTION 'D-D"
CONCRETE
BITUMINOUS SURFACE
APACTED BASE COURSE
«wnnvi� nw n e• . a•
6
NOTE:
1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE
CURBS TO PERMIT RELOCATION OF CURBS.
2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED
2.5' OFF OF BACK OF CURB
1/2' DIA. STEEL RODS (#4 REBAR)
2.0' MINIMUM LENGTHCONCRETE WHEEL STOP DETAIL
NOT TO SCALE
R1-1
30" x 30"
WHITE ON RED
STOP SIGN
NOT TO SCALE
6,-0, BACK OF
SIDEWALK
:� : • !"' TOP OF
CURB
LINE
BACK OF SIDEWALK
STOP OF CURB
RAMP WIDTH AREA VARIABLE
BASE DIAMETER
0.45' R TO 0.70' R
0 0 0 0 0 0
�? (D 0 E) O O TOP DIAMETER OF NC
J 0 0 O O O yLESS THAN 50Y TO
o NO MORE THAN 65Y
i14 0 0 0 0 O OF THE BASE
III I DIAMETER
065,
0.9' TO ININ. 1.60 TO
2' 1: ; f .! r'•: •;!•;., ` `-'' • �PRECAST CLASS 'B'
.. . w...' •. �..� ..
DETECTABLE WARNING CONCRETE
DOMES
NOTE:
ALTERNATE MATERIAL MAY BE USED PROVIDED THE
PRODUCT HAS BEEN APPROVED BY THE CITY AND
THE MANUFACTURER'S INSTALLATION REQUIREMENTS
ARE MET.
6" 4,000 PSI CONCRETE
4-
EDGE OF
PAVEMENT
COMPACTED BASE COURSE
SECTION A - A
O26" ABC
COMPACTED SUBGRADE (95% STANDARD PROCTOR)
NOTES:
1. ALL PAVEMENTS, BASES, AND SUBGRADES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE LATEST APPLICABLE
NCDOT STANDARDS & SPECIFICATIONS.
2. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL
INFORMATION.
CONCRETE PAVEMENT
NOT TO SCALE
I. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS
BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC,
OPERATIONS, REPAIRS, CORRECTIONS OF UTILITIES OR ALTERED FOR ANY REASON AFTER
SEPTEMBER 1, 1973 SHALL PROVIDE SIDEWALK ACCESS RAMPS FOR THE PHYSICALLY
HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS
ARE PROVIDED AND AT THE OTHER POINTS OF PEDESTRIANS FLOW.
IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES
PROVISIONS OF DEPRESSED CURBS ON ANY CURB CONSTRUCTED AFTER JUL Y 1, 1976
WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE.
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH
DISABILITIES COMPREHENSIVE CIVIL RIGHTS PROTECTION SIMILAR TO THOSE PROVIDED
TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE
CIVIL RIGHTS ACT OF 1964. THE ADOPTED SIDEWALK ACCESS RAMPS HAVE BEEN DESIGNED
TO COMPLY WITH CURRENT ADA STANDARDS.
2. SIDEWALK ACCESS RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS
INDICATED IN THE DETAIL HOWEVER, THE LOCATION MAY BE ADJUSTED AS DIRECTED BY
THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT
PLACEMENT. AT ALL LOCATIONS, NOT LESS THAN 2 FEET OF FULL CURB SHALL BE PLACED
BETWEEN DOUBLE RAMPS.
DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS
WHERE SIDEWALK IS REQUIRED. WHEN SIDEWALK IS NOT REQUIRED, CURB IS TO BE DEPRESSED
AT ALL RAMP LOCATIONS.
3. THE WALKING SURFACE SHALL BE SLIP RESISTANT. COLORS FOR THE DETECTABLE WARNING AREA
SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS AND LIGHT
CONCRETE GRAY FOR CONTRAST WITH DARK PATHWAY COLORS.
4. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 0.08 (12:I) IN RELATIONSHIP TO
THE GRADE OF THE STREET.
5. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48'
HOWEVER, RAMP MAY EXCEED 486.
6. USE CLASS A (3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH
NONSKID SURFACE.
7. A V2' EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP
JOINS THE CURB AND AS SHOWN ON THE STANDARD DRAWING.
8. SINGLE OR DIAGONAL RAMPS ARE ONLY PERMISSIBLE FOR NEW CONSTRUCTION.
9. ALL RAMPS MUST CONFORM TO THE NORTH CAROLINA ACCESSIBILITY CODE, SECTION 4.7.
CLIENT:
tatf�
JENCO CONCRETE ASSOCIATES, INC. �o t'a��►�
TITLE: ,
CONSTRUCTION DETAILS
9.
DATE: PROJECT:
08/3/07 JENCO CONCRETE PLANT
HORIZONTAL SCALE:
N/A VERTICAL THREE SISTERS ROAD
N �cAALE.
DRAWN BY: WAKE COUNTY, NORTH CAROLINA
JCA
DESIGNED BY-
JCA ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
CHECKED BY:
CMD 1012858000 C-5
.lay. .. L . I' 1 r . .�� .. ..., �.:`:;i'�. f..y L:.,�..1... 'r .. . , ..• ,r ; .r. ¢�',. ,

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H-V H}
H' Z QQ
CO) O
r HO '11� ca GROUND LINE H GROUND LINE H GROUND LINE N
r" -4 000=Z
=�ZD(n "t�nr�u_ur=- 7 ie_t,n=ur_ur�u,_ ru�tu�rr_,n= 7 sn"r_n,_rr,-r„_ nr�rtr=-n_ur= su,_ru=u,prrr_ Lu Lu<�LL
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z,-,,�r'rl LD. ,fir r ,r, O.D. ES MIN. , LD. r�t UO OW
�!7 � Z n, �n T, ,•u NOT LESS THAN 3" O H Q
" „r u
I=IIEWr= lot to, n •_, n _n r= , n =4 -hi 1 Y H 7
CC
1-1 -t
o , '7j� O.D. . O.D. I ROCK � �. �•.��•.•':•. .: ":•".� ��: �'� �:: .'.'':_ aH
O O.D.l24 YIN. �1 ��- EARTH W G
Z NOT LESS THAN 3" + O.D. /12 YIN. rq nr=ur_n ='0.p '- ur _rr=hr-
O.D. 4' NOT LESS THAN fill
O.D. + q' AS DIRECTED BY ENGR.
NORMAL EARTH FOUNDATION ROCK FOUNDATION o.D.+a'
PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION
3 TOP OF FILL TOP OF FILL TOP OF FILL
m z
O
=z. ccH
MIN. O.D. H YI_N. 0.0 _�__ YIN. O.D. � N MIN. O.D. �_�- MIN. O.D. N MIN. O.D. LL Q
H J
p = �� �, GROUND LINE ♦ 1 !•L GROUND LINE ,{ Z -,
Cl) GROUND LIRE I.D. - I.D. - - I.D.
mD - _ur_w=u,_n,_ru „=ur ur=tr,_ni_nt _u, „_rrr8" „=ut=ut�u,_ Z Q
M Z="rBn,=,n=q -uF"r_nrgut�uran, .. �..:..,•,},: = N
Q0.0./24 YIN. - O.D./12 YIN. •• ••'. • . .: •.
v If11 O O.D. cc
NOT LESS THAN 3" O.D. NOT LESS THAN 8"ur_nr_ a _ur=nr3 ur_Ur=ut QAS W =
0 d
O.D. + 2' ROCK O.D./24 YIN. MIN. O.D. O.D. MIN. O.D. BY DENGINEER IRECTED Z W
D Z NOT LESS THAN 3" Q W
yi > NORMAL EARTH FOUNDATION ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION N
r Z PIPE ABOVE GROUND N p
t7 SF�APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUNDATION CONDITIONING
GENERAL NOTES: AS DIRECTED BY THE ENGINEER. O
O I.D. =THE MAXIMUM HORI20NTAL INSIDE DIMENSION. APPROVED aACKFILL OR SEE SELECT MATERIAL OF SELECT
THE APPROPRIATE CLASS AS FOLLOWSS GREATER THAN 30', W ._.
1�1 _
O O.D. =THE MAXIMUM HORI20NTAL OUTSIDE DIMENSION, uFnt= w = " UNDISTURBED EARTH MATERIAL W
Z H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT MATERIAL IN,
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP Compaction requimments for backfifll CLASS IV .OVER 50 FEET
OF THE EMBANKMENT AT THAT POINT. shaA be 96% per ASTM D-699. I CLASS III OVER 40 FEET THROUGH 60 FEET
CLASS II OVER 30 FEET THROUGH 40 FEET
.THE CLASS OF SELECT MATERIAL USED FOR AN INDIVIDUAL PIPE INSTALLATION IS
BASED ON THE MAXIMUM 'H' WHICH OCCURS ALONG THE PIPE INSTALLATION. A HIGHER CLASS
LOOSELY PLACED APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL SELECT MATERIAL, NOT TO EXCEED CLASS IV, MAY BE USED IN LIEU OF CLASS II OR III.
''.•''''.'`••',:,'�..•• FOR FOUNDATION CONDITIONING AS DIRECTED BY THE ENGINEER.(STONE SELECT MATERIAL WILL NOT BE REQUIRED AROUND THOSE PORTIONS OF /W INDIVIDUAL
SHEET 1 OF 1 WILL NOT BE ALLOWED) PIPE INSTALLATION LOCATED UNDER THAT PART OF THE FILL WHERE 'H IS 30 FEET OR LESS SHEET 1 OF 1
300 ■ O Do NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS IAL300.O
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATER.
A /SLLL BARS SHALL BE ALL BARS SHALL BE
WITH MIN 2" COVER 12"
PACED AT 12" O.C. #4 WITH MIN 2 COVER
EACH WAY SPACED AT 12" O.C.
2' EACH WAY 41
#4 REBAR, TYP.
24" RCP
II 4" MIN
INSTALLATION INSTRUCTIONS:
II 1. PLACE PIPE IN TRENCH
2. ASSEMBLE PIPE AND POUR
I I I ( ANTI -SEEP COLLAR
3. MANUALLY TAMP ALONG FULL LENGTH
OF PIPE WITHIN A 2-FOOT DEPTH 4' MIN
II I 4. HAND TAMP AROUND COLLAR
I NOTE:
- ALL COLLARS SHALL BE
3000 PSI CONCRETE AT
28 DAYS.
SECTION A -A
ANTI SEEP COLLAR
A NOT TO SCALE
Precast Drainage Structures
2-#6Ry
A__..._.._.
Reinforcing Bars
As Specified
Brick Adjustment
See Note "
Varies
Varies
t
Varies
Materials
CONCRETE: 4,000 PSI, Type If cement.
WALL REINFORCING:
per ASTM, C-478 Standard.
NOTE:
(a) 4" min. wall for 42"e and 5" min. wall for 48'e.
AD Reinforcement to be Grade 40, or equivalent, welded wire mesh.
" Variable grade adjustment by grade rings or brick as required.
0
42'o or 48"e
D
A B
E
STORM DRAIN MANHOLE
NOT TO SCALE
-No Scale -
All dimensions subject to allowable
specification tolerances.
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838.27
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W-71�t' SECTION - BB
PLAN SEE STD. # 838.45 FOR GENERAL NOTES.
BILL OF MATERIAL FOR ENOWALL
REINF. STEEL 1 PIPE J
BAR SIZE LENGTH NO. EIGHT J B:
N ^ ^• Bi #4 5'-6" 4 15 = Q w
'1 @ 9" FILL FACE B2 #4 4'-6" 4 12 LL 0 0
Gi #7 8'-8" 2 35 c9 Z o
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B2 H2 #4 4' - 0" 4 11
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B" ABOVE FLOW LINE N2 #4 3' - 5" 6 14 ML
5 SPA. @ 11" FILL (� ►
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FACE 2-H1, 1-H2
3 SPA. @ V-3" FILL H2 T1 #4 12'-8" 6 51 z V O
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t It =
ELEVATION I
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H2 3,_5„ 1'_1'� I- I I �HK. 5 SPA. @ 11"
" H n BARS ,► N rr BARS "Z" BARS WING ELEVATION
"H", "N", & "Z" BAR DIMENSIONS ARE OUT TO OUT.
V1
V2
V3
#4
#4
#4
6-3
5'- 1 "
3'-11 "
s
6
6
25
20
16
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#4
2'-9"
6
11
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4'-4"
4
18
Z2
#4
3'-10"
4
10
Z3
#4
3'-2"
4
8
REINF.
STEEL LBS.
409
SHEET 1 OF 2
CON./R.C.
CU. YDS
5.6
1838.27
10II Z
v m T1 TOP & BOTTOM 101, O
CAI 2'-1? 'IF 4'-6" T5 @ 6" TOP & BOTTOM 2 r,G 2'�r-r 2-
FILL Z 11§;s"- I 5 SPA. @ 11 `r _2rr FILL FACE I) 2" a ~ 0 0 0 FILL FACE Z i
D H ]7 "Z" BARS IN fi U
r-Q'n-IC/� V1 @ " n u n "V"@ lr-ton HOca
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DETAIL @ WING WALL 0 0 O =
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2'-115 SPA. @ 11" "N" BARS
9" 2'-71¢„ IN BOTTOM OF FOOTING SECTION - BB
r" PLAN SEE STD. # 838.45 FOR GENERAL NOTES.
BILL OF MATERIAL FOR ENOWALL
9'-0" 4 r REINF. STEEL 1 PIPE ..�
-n M _ I BAR SIZE LENGTH NO. EIOIT -�
= z Z 2-Gt N W Bi #4 5' -6" 4 15 Q w
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ill t7 - B I 2-Vl @ 9" FILL FACE + io" P PE NOT
B2 #4 4'-6" 4 12 LL Q O
SH
G1 #7 8'-8" Z o
2 35 0
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ell ABOVE
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1-4 Tom- - - a
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m m v 6 2 SPA. @ 1'-101�" STR. FACE 2-V2, 2-v3, 2-V4 T1 #4 12'-8" 6 51 Z tJ o
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2-N1 FACE 2-H1, l-H2 T4 #4 5'-fill 6 22 Ia- G c0
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o Z G) , H2 1-V2, 1-V3, 1-V4 V2 #4 5'-1" 6 20 J O H
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H2 3'-5" tr_ln ��� T4
nHn BARS 11N11 BARS nZn BARS 3-Nl 3-N2
5 SPA. @ 11" REINF. STEEL LBS. 409
SHEET 2 OF 2 "H", "N", & "Z" BAR DIMENSIONS ARE OUT TOT OUT. WING ELEVATION CON./C.S. CU. YDS 5.9 SHEET 2 OF 2
838.27 838.27
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SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
B � `B
BOTTOM OF COVER
PLAN OF FRAME
2'-11/4"
V-11%" "
\TYPE #1
\ /�
� ALTERNATE
2:
4" 2'-01/2" i
IV / \
2'-91/4" /
SECTION A -A I
1 L6
/
TYPE #2
PLAN OF COVER
1'-11Y2"
CIA X
cri
3444" II--1-I-- r
_ Fes- 4% "
1' -10`3r 8't
SECTION B-B
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
SPECIFICATION
CLASS 30 IRON MEETING
ASTM A-48
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840.54
,
4rx4 CONCRETE
RISER BOX
TOP=263.50
INV=254.00
1" ORIFICE
INV=258.00
- - - 3,
PERMANENT POOL ELEV=258.00'
BOTTOM EL=254.00 �\ /� r
CONTRACTOR TO VERIFY WITH
ONSITE GEOTECH IF LINER IS
REQUIRED FOR WET
DETENTION POND
WET DETENTION BASIN DETAIL
NOT TO SCALE
A
10' WIDE BERM
ELEV=265.00
INV=254.00
_I
64 LF 24" RCP ® 0.787.
-ANTI-SEEP
COLLAR
7'x7'x2.5' DEEP
CONCRETE BLOCK FOR
ANTI -FLOTATION
ATTACHED TO BOTTOM
OF RISER
EDGE OF WALL SHALL
BE FLUSH WITH
GUTTER FLOW LINE
ELEV=266.00
BAFFLE, TYP.
TOP ELEV=266.00 0 0)
J
NO
B �o
v M _
3' WEIR 5' 5' 5'
5'
5' 5' o
ELEV=265.60
N
5'x5' RIP RAP PAD ,*
CENTERED ON WEIR
4 ' '
SETT°LEMENT CHAMBER B
3' WEIR/A AGGREGATE PIT
BOTTOM ELEV=260.00
ELEV=265.70 BOTTOM ELEV=263.00
TOP WALL ELEV=266.00
TOP WALL ELEV=266.0
"
PLAN VIEW
i�
0
TOP WALL ELEV=266.00
3' WEIR ELEV=265.70
LO
I III-�
31
Q
PROPOSED GRADE=265.00
W
I
►-
S
Z
( 1
W
-co
BOTTOM INSIDE
AGGREGATE PIT 20'
9'
ELEV=263.00
4
CLEANOUT - - - '-- -
`
ELEV=261.00
PAIN'
T MARKER LINE AT
BOTTOM INSIDE
1 CLEANOUT ELEVATION
SETTLEMENT
CHAMBER
ELEV=260.00
SECTION A -A
3' WEIR 266.5-�
ELEV=265.60
(BEHIND) 5% 2% 5%
TOP WALL ELEV=266.00
L �I J
1
I PROPOSED GRADE=265.00 BAFFLE
in I (BEHIND)
i
I
I
I
15' 5'
CLEANOUT ELEV=261.00 -�- - - - -
I
BOTTOM INSIDE ELEV=260.00--
20'
--BAFFLE
WALL
WALL
24" RCP
INV=253.50
EDGE OF WALL SHALL
BE FLUSH WITH
GUTTER FLOW LINE
ELEV=266.00
266.5
NOTE:
1. DIMENSIONS SHOWN ARE INSIDE FACE OF WALL
TO FACE OF WALL. SEE STRUCTURAL PLANS BY
OTHERS FOR WALL THICKNESSES, REINFORCING
REQUIREMENTS AND ALL OTHER DESIGN DETAILS.
2. CONTRACTOR SHALL FILL SETTLEMENT CHAMBER
WITH PROCESS WATER PRIOR TO RELEASE TO
STORMWATER MANAGEMENT POND TO INSURE
PROPER OPERATION OF THE FORTRANS UNIT.
AGGREGATE PIT & SETTLEMENT CHAMBER DETAILS
NOT TO SCALE
CLIENT: DATE: PROJECT:
PREPARED IN THE OFFICE OF:
��>a 08/3/07 JENCO CONCRETE PLANT
4 REVISED PER WAKE COUNTY & NC DWQ REVIEW COMMENTS 05 05/08 RTL JJW KimleywHorn JENCO CONCRETE ASSOCIATES, INC. ,. HORIZON/A SCALE:
CONSTRUCTION PLANS JCA CMD ��
L 03/12/08
VERTICAL SCALE: 512 THREE SISTERS ROAD
1 WAKE COUNTY REVIEW COMMENTS 09/28/07 JPK CMD TITLE: DRAWN /A WAKE COUNTY, NORTH CAROLINA
and REV. No.. REVISION. DATE: DRAWN BY. CHECKED BYInc.JCA
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose _ _ STORMWATER DESIGNED BY:
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation b P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 3068 4. JCA
Kimley-Horn and Associates. Inc. shall be without liability t Kimley-Horn and Associates, Inc. y PHONE: [phone] FAX: [phone] MANAGEMENT DETAILS 4/16(O CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: �1 (�
Copyright Kimley-Horn and Associates, Inc., 2008 SEAL: CMD 012858000 C-V
�a�/�3 ��_316 sw

• , �_ .. �. i.�.��•e.�ia�. �'_.-1_� .. _L__... -.. _.-.. ____�_.� _ _ ...� - __ � .� _ �.. �-.. 1_S _s ._,�.1�._Li. _. ate._. .-�.� i_f-e .._. __�_L..
INLET SHALL BE PROTECTED
(AS NEEDED) FROM EROSION
MATH RIPRAP - ••
OR EQLAVALE
POROUS BAFFLE (TYF
6' PVC W
'2% TOP ELEVATION OF STORMWATER
4' MAX DEPTH, 2' MIN
GENERAL NOTES
1. DRAW DOWN RISER & BARREL SHALL BE 6' SCH. 40 PVC
WITH CLEAN -OUT CAP AND 3/4' HOLES. SEE NOTE 1 FOR NUMBER
AND SPACING OF HOLES.
2. THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH
SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING TO
AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN
TARPS SHALL BE OVERLAPPED AT LEAST 12'. THE UPSTREAM 12'
TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL
BE 50 MIL HEAVY DUTY SILVER TARPAULINS OR EQUIVALENT FOR
U.V. RESISTANCE.
3. MAINTENANCE: SEDIMENT TO BE REMOVED AND PROPERLY
DISPOSED OF WHEN BASIN IS HALF FULL GRAVEL FILTER AROUND
RE DEWATERING
CAP TOP OF 6' PVC PIPE
(USE 8' PIPE FOR DRAINA
GREATER THAN 10 ACRES,
18" FREEBOARD
TOP OF BERM
5' MIN
` TARP
EMBED
TARP 12'
6' PVC (NO
/ SLOTS)
L/5 WASHED STONE FILTER TARP EXTENDS BEY01
TO TOP OF HOLES TOE OF BACK SLOPE
SEE NOTE 1
FOR HOLE SPECS
DISSIPATER PAD
RIP PP
EMBED
TARP 12'
18' MIN
TOP OF DAM
TARP PROTECTION
0' MIN
DITCH AND BURY TARP
EDGE (MIN. 12')
WEIR LENGTH
SECTION THRU WEIR
NOTE-1
ARISER SHOULD BE REPLACED AS NEEDED TO ENSU
� RT CAROLINA STANDARD CUSTOM BASIN
EFFECTIVE: 01/31/08
INLET SHALL BE PROTECTED
(AS NEEDED) FROM EROSION
WITH RIPRAP, TARP, MATTING
OR EQUIVALENT.
COUNT
NORTH CAROLIN
EFFECTIVE: 01/31/(
TARP PROTECTION
1' MIL FREEBOARD
BAFFLES
I
CAP TOP OF
TRAS"RACK/'�.�<
PVC PIPE
/15 WASHED
DEWATERBLOCK HOLES
STONE FILTER
OF PERMANENT
TO TOP OF
RISER DURING
CONSTRUCTION
HOLES
PHASE OF THE
i PROJECT.
ANTIL-FLOATATION \
DEVICE
ANTI -SEEP COLL
ZEE NOTE 1
FOR HOLE SPECS
CROSS SECTION CMP OUTLET PIPE
' OF BERM
EMERGENCY
SPILLWAY
HOLE SPECS:
DEWATERING HOLES WILL BE INSTALLED IN SETS OF HORIZONTAL RINGS. THE
FIRST SET OF HOLES WILL BE SET 6 INCHES FROM THE BOTTOM OF THE
RISER. RINGS WILL CONTINUE UP THE RISER IN INTERVALS OF 3 INCHES.
HOLES WILL BE 3/4 INCH IN DIAMETER AND WALL BE SPACED EQUALLY
AROUND THE RISER. THE NUMBER OF HOLES PER RING WALL EQUAL TO THE
DRAINAGE AREA.
EXAMPLE
A BASIN DRAINING 2.0 ACRES SHOULD HAVE 2 HOLES PER RING EVERY 3
INCHES ON THE RISER PIPE. THE FIRST RING (2 HOLES) WILL BE SET 6
INCHES FROM THE BOTTOM OF THE RISER.
NOTE: ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO
DETERMINE NUMBER OF HOLES.
MIN
DITOi AND BURY TARP
EDGE (MIN. 12')
10' MIN
wm LENGTH
SECTION THRU WEIR
HOLE SPECS:
DEWATERING HOLES WALL BE INSTALLED IN SETS OF HORIZONTAL RINGS. THE
FIRST SET OF HOLES WALL BE SET 6 INCHES FROM THE BOTTOM OF THE
RISER. RINGS WALL CONTINUE UP THE RISER IN INTERVALS OF 3 INCHES.
HOLES WILL BE 3/4 INCH IN DIAMETER AND WALL BE SPACED EQUALLY
AROUND THE RISER. THE NUMBER OF HOLES PER RING WILL EQUAL TO THE
DRAINAGE AREA.
EXAMPLE
A BASIN DRAINING 2.0 ACRES SHOULD HAVE 2 HOLES PER RING EVERY 3
INCHES ON THE RISER PIPE. THE FIRST RING (2 HOLES) WILL BE SET 6
INCHES FROM THE BOTTOM OF THE RISER.
NOTE: ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO
DETERMINE NUMBER OF HOLES.
ELEVATION
GENERAL NOTES:
1)
BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION
REPRESENTING THAT THE BASIN IS HALF -FULL.
2)
PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW
ACROSS THE BASIN, REDUCING TURBULENCE.
3)
BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING
STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
4)
MOST OF THE SEDIMENT WALL ACCUMULATE IN THE FIRST BAY, SO THIS
SHOULD BE READILY AVAILABLE FOR MAINTENANCE.
5)
THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE
LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF
300%
MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT
LEAST 12". THE UPSTREAM 12' TARP SHALL OVERLAP THE DOWNSTREAM
TARP. THE TARP SHALL BE 50 MIL HEAVY DUTY SILVER TARPAULINS OR
;IPATER PAD
PATER
EQUIVALENT FOR U.V. RESISTANCE.
P RAP
6)
DURING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT
STORMWATER RISER SHALL ONLY DEWATER FROM THE TOP OF PIPE.
7)
POND SHALL NOT BE CONVERTED FOR SMRMWATER USE UNTIL APPROVED BY
ENVIRONMENTAL ENGINEER.
STANDARD CUSTOM BASIN ATTACHED TO PERMANENT RISER
CONSTRUCTION PLANS 03/12/08 JCA CMD
1 WAKE COUNTY REVIEW COMMENTS 09/28 07 JPK CMD
REV. No.: REVISION: DATE: DRAWN BY: CHECKEDBY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimley-Hom and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2008
PREPARED IN THE OFFICE OF:
TOP OF
MUST BE
ABOVE T
THE WAS
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
17 A
couN
NORTH CAROLIN
EFFECTIVE: 01/31/08
3' FILTER FABRIC
ON GROUND
♦' UIM - I SILT FENCE
STEEL FENCE POST
SET MAX 2' APART
4-
MIN. TB' INTO SOIJ
GROUND
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
BURY 6' OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
2' MIN.
I I- WASTE MATERIAL -COMPACT,
' i I= F/ SEED & MULCH AFTER
VAR. CONSTRUCTION OF DITCH
_ Op� 2' 10'
0 V- 2' ,� �P� (-I I I -I I,—
III -III -III III III I I -III-III-' � � �' I -III- III III III III III III I I I
12"
CROSS SECTIONAL VIEW
COUN
°R'�°`�°' STANDARD TEMPORARY DIVERSION DITCH
EFFECTIVE: 01/31/08
PLAN VIEW
FENCE AA
BURIED 11
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
1 SECTION VIEW AT OPENING
COUNT
OR17i CAROLIN
EFFECTIVE: 01/31/08
NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDM ENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
POST
CROSS SECTION
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
STANDARD BAFFLES DETAIL
CLIENT:
STAKE TO
SUPPORT AT
� KimleywHorn JENCO CONCRETE ASSOCIA
� and Associates, Inc. ITITLE:
P.O. BOX 33068 - RALNGH, NORTH CAROLaVA 27636-3068
PHONE [phone] FAX [phone]
50' MIN. NOTES.
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
.� ' ;'.i ` : ; `• ' ;, IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
• t.. STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
`2"-3" STONE TO BE USED:':' = 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
EXISTING .-"--:(SURGE STONE OR RAILROAD PROPOSED STREET,
ROADWAY -BALLAST)-.:-::!.-*.-...." , :?•;;:'.,;',.:.: WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
t;':•'- `'• `, °� -*.:': '•�:' GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
PLAN VIEW
35' MIN. 15' MIN.
EXISTING ROADWAY
t `
6" MIN _. _ ..,.. .. .. .. .. -
Wx
FABRIC UNDER STONE
CROSS SECTION
A
C97L
OUNT
NORTHCAROLIN STANDARD CONSTRUCTION ENTRANCE
EFFECTIVE: 01/31/08
NEW CONSTRUCTION
12" MIN.
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
•
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i
• • •
•' I
ME
All" I
.'ail. '>�+✓�n%i :tr +� A�� ' � W/A � `i��� �T•0�� • �'�.r� --��� .
L�1
.v I
•
• •
A
COUNT
NORTTi CAROLIN
EFFECTIVE: 01/31/08
TES, INC.
EROSION CONTROL DETAILS
•:.� :: ;•FLOW `:,�:..
ELEVATION
- EARTH FILL COVERED BY
LARGE ANGULAR ROCK
COARSE AGGREGATE
O
OQ�O p
0.00 000 ° 0° Cp ' .aD 8 00 00 oO 0 "--o O o 0.00 0 0 0 0 0 . °
o O 0j . O 0
p°00'QO 0 0a o0 00 000 o O 'O 00 00. p OO 0
o.op 0 OO O o 0 0 0
00 0 0 Oo.. ° 0 °o o. 00 Oo p a0 0 0 O o b 0 O
0
O. O .p O 0 O O O g 0 0 4
0� O po.0 0 O O O 00 a° O 0 0 0 0 0 'O 0 00, Q 00 O
00 0 °0• 0 ° 0' O ° 0 00 0 O O• °O o 0. 09-0• °'• o°
° O O o -00 O 0p0 00 0 0 0 00 Qo 0 o
0000 0 0 0a0o °OQO p.0 0'0° o ° ° 0 00
0 0 0 0 0 0 'o o• O
0 0 O 0-0
°0 ° 0° ° O o O O b•0 00 O O o 0 O 0 00000
0p00•°0 °O° O0o 000 0000 °00O' 0°0Oob 00.0O
a. �0 O �00 0.00.000000 0o 0. 0 �00 0 0. p a.0 00
Op0 0.
25' 25'
MINIMUM : STREAM CHANNEL:-
TOP OF BANK ' _ ' "r MINIMUM
TOP OF BANK
PLAN
STANDARD TEMPORARY STREAM CROSSING
DATE: PROJECT:
sF
08/3/07 JENCO CONCRETE PLANT
�f°+e HORIZONTAL SCALE:
9 �L N/A
VERTICAL SCALE: 512 THREE SISTERS ROAD
N/A DRAWN BY: WAKE COUNTY, NORTH CAROLINA
1?JCA
DESIGNED BY:
9�i9�♦� CHECK DCBY: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
CMD 012858000 Cj - %
98oX4- l �23 3 7 sIA✓