NCG140375_MONITORING INFO_20190130

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/vC� Jyd375
DOC TYPE
0 HISTORICAL PILE
J4 MONITORING REPORTS
DUCDATE
❑ do, I D j 30
YYYYMMDD

Mid Atlantic
Engineering & Environmental Solutions
January 22, 2019
NC Department of Environmental Quality
Division of Water Resources R N Q tid�9
Attn: DWR Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 pVa
Subject: ANNUAL SUMMARY DISCHARGE MONITORING REPORT
NON -DISCHARGE NOTIFICATION
CONCRETE SERVICE COMPANY PLANT NO. 3
365 WEST MANCHESTER ROAD
SPRING LAKE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140375
MID -ATLANTIC JOB NO. 000R1944.10
To Whom It May Concern:
409 Rogers VSCW Court
Ral6gh. NC 27610
office 919.250.9918
facsimile 919.250.9950
MAAONLINE.COM
On behalf of Concrete Service Company, Inc., this letter serves as notification that no discharge
occurred from the above -referenced facility's Potential Outfall 001 over the previous calendar year
(2018). Stormwater runoff either leaves the site as sheetflow, flows into the detention pond along
the southern boundary of the site and/or enters the five stage sedimentation basin and is recycled
back into the batch process. In the event of an overflow from the on -site detention pond, the runoff
would flow over a weir and discharge off -site at Potential Outfall 001.
To date, there have been no point -source discharges of stormwater from the on -site detention
pond. Stormwater flow will continue to be monitored during the upcoming sampling periods
(January -March, April -June, July -September and October -December 2019) from the designated
site outfall and, in the event of a discharge, stormwater samples will be collected per the permit
requirements. If you have any questions or need additional information, please contact me at
919250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, P.G.
Principal Geologist
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

j Attachment: Annual Summary Discharge Monitoring Report
ANNUAL SUMMARY DISCHARGE MONITORING REPORT
(DMR) — STORMWATER
SUBMIT TO CENTRAL OFFICE*
General Permit No. NCG140000
Calendar Year 2018
*Report ALL STORMWATER monitoring data on this form (include "No Flow" 1"No Discharge" and Benchmark
Exceedances) from the previous calendar year to the DEQ by MARCH 1 of each year.
Certificate of Coverage No. NCG14
Facility Name:
Service Company Plant #3
County:
Cumberland
Phone Number: 910237-1791
SDOs monitored 1
Certified Laboratory
Concrete
Lab # Pace Analytical Services, Inc. 12
Lab #
Stormwater Discharge Outfall (SDO) No. VMA Outfall? Yes 1 ❑ No
Is this outfall currently in Tier 2 for any parameter? Yes ❑ No
Was this outfall ever in Tier 2 during the past year? Yes ❑ No
If this outfall was in Tier 2 last year, was monthly monitoring discontiyed?
Yes, enough consecutive samples below benchmarks to decrease frequency 13
Yes, received approval from DEMLR to reduce monitoring frequency
Other
Total no. of
Non -polar O&G
Total
pH,
(EPA Method
New Motor Oil
Total Rainfall,
Suspended
SU
1664 (SGT-HEM)),
Usage (gal/mo.)
Outfall No.
inches
Solids (TSS),
VMA m /I
g ( )
mg/l
lrapprlea�re
Napplkable
Stormwater
Circle Benc
Benchmark
Benchmarks
Indicsto NO FLOW U
100/60
a A
6 .0-9.0
>65 gao. average requires TSS and
llm
Non O&G
applkahlo
1
-polar monitoring
Date Sample
Collected,
moldd/yr
03/30/2018
No Discharge
No Discharge
No Discharge
No Discharge
NIA (<55 gaVmo average)
06/30/2018
No Discharge
No Discharge
No Discharge
No Discharge
NIA (<55 gaVmo average)
09/30/2018
No Discharge
No Discharge
No Discharge
No Discharge
NIA (a55 gal/mo average)
12/31/2018
No Discharge
No Discharge
No Discharge
No Discharge
N/A (<55 gaVmo average)

Permit Date 8/1/2017 — 6/30/2022
Last Revised 8-22-2015
Certificate of Coverage No. NCG14 0 3 7 5
CERTIFICATION
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting
(Required by
Signature
information, including the possibility of fines and imprisonment for knowing violations."
'R §1
1� 1�
Date j 1a91 I I
Mail Annual Summary Stormwater DMR to the NCDEQ Central Office:
Note the address is correct -- Central Files is housed in DWR (not DEMLR)
N.C. Department of Environmental Quality (DEQ)
Division of Water Resources
Attn: DWR Central Files
1617 Mail Service Center Raleigh,
NC 27699-1617
Central Files Telephone [phone]
Questions? Contact DEMLR Stormwater Permitting Staff in the Central Office at: (919)
707-9220

I L
Mid Atlantic
Enginaaring & Environmantal Solutions
January 4, 2018
RECEIVED
NCDEQIDWR rJAN 2 5 2W
Attention: Central Files
1617 Mail Service Center CENTRAL FILES
Raleigh, North Carolina 27699-1617 DWR SECTION
Subject: NON -DISCHARGE NOTIFICATION
CONCRETE SERVICE COMPANY PLANT NO.3
365 WEST MANCHESTER ROAD
SPRING LAKE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140375
MID -ATLANTIC JOB NO. 00OR19".04
To Whom It May Concern:
09 Rogcrs View CourL
Ralaigh, NC 77610
offlta 919,750.9918
faolmila 919,750.99.50
MAAONLINE ,COM
On behalf of Concrete Service Company, Inc., this letter serves as notification that no discharge
occurred from the above -referenced facility's Potential Outfall 001 over the initial monitoring period
(July -December) of 2017. Stormwater runoff either leaves the site as sheetflow, flows into the
detention pond along the southern boundary of the site and/or enters the five stage
sedimentation basin and is recycled back into the batch process. In the event of an overflow
from the on -site detention pond, the runoff would flow over a weir and discharge off -site at
Potential Outfall 001.
To date, there have been no point -source discharges of stormwater from the on -site detention
pond. Stormwater flow will continue to be monitored during the upcoming sampling period
(January -June 2018) and, in the event of a discharge, stormwater samples will be collected per
the permit requirements. If you have any questions or need additional information, please contact
me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
r�
Charles B. Hoffman, P.G.
Principal Geologist
Attachment: Discharge Outfall Monitoring Report
E.XKRIENCEO CUSTOMER FOCUSED NNOVATIVE

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 0 3 7 5
FACILITY NAME: Concrete Service Co. Plant No. 3
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY._ Pace Analytical Lab # 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2017
SAMPLING PERIOD: X❑ July -December ❑ January -June
COUNTY Cumberland
PHONENO. 910 323-9198
ADD TO LISTSERVE? [-]YES x❑NO EMAIL:
DISCHARGING TO CLASS: []SA ❑HQW ❑RNA ❑Trout ®Other c; Nsw
Outfall No.
Date Sample
Collected
(mo/dd/yr OR
NO FLOW)t
pN
(Standard
Units)
TSS
(mg/L)
Ent
!)oration
(minutes)
Total A
Rainfall
(in)
In Tier 2
Monthly
Monitoring.7
(y/n)
# of Months in Tier
2 Sampling z
-
-
6-9
1
-
-
-
-
Potential
No Discharge
No Discharge
No Discharge
No Discharge
No Dischar
No Discharge
No Dischar e
Outfall 001
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/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 1of2

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)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
-64
1s
1004.5-
-
-
-
-
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFACE (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO x❑
HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑x
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional Office
Mail Original and one corw of this DMR (including all "No Flow' & "No Discharee" reports) within 30 days of receipt of samDle (or at end of monitoring Deriod
in case of "No Flow") to:
Division of water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUSTSIGN 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 qu fled pers nel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those person rest r onsible f athenng the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am awar her ar ignifican enalties for submitting false information, including the possibility off, neand imprisonment for knowing violations."
(Signature of Pe i (Date)
f.�
Permit Date: 7/l/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

w �
Mid Atlantic
Endineoring B Environmental Solutions
June 29, 2017
NCDENR/DWQ RECEIVED
Attention: Central Files JUL 0 21j1 f
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 CENTRAL FILES
DWR SECTION
Subject: NON -DISCHARGE NOTIFICATION
CONCRETE SERVICE COMPANY PLANT NO. 3
366 WEST MANCHESTER ROAD
SPRING LAKE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140376
MID -ATLANTIC JOB NO. 00OR1944.04
To Whom It May Concern:
409 Roge-3Vi000 GCsurt
Ralogh. NC 17610
offlo 919 250-991 a
facsimile 919;).50.9950
MAAONLINE,COM
On behalf of Concrete Service Company, Inc., this letter serves as notification that no discharge
occurred from the above -referenced facility's Potential Outfall 001 over the initial monitoring period
(January -June) of 2017. Stormwater runoff either leaves the site as sheetflow, flows into the
detention pond along the southern boundary of the site and/or enters the five stage
sedimentation basin and is recycled back into the batch process. In the event of an overflow
from the on -site detention pond, the runoff would flow over a weir and discharge off -site at
Potential Outfall 001.
To date, there have been no point -source discharges of stormwater from the on -site detention
pond. Stormwater flow will continue to be monitored during the upcoming sampling period
(July -December 2017) and, in the event of a discharge, stormwater samples will be collected
per the permit requirements. If you have any questions or need additional information, please
contact me at 919-250-9918.
Sincerely,
MID-ATLANTIC
ASSOCIATES, INC.
Charles B. Hoffman, P.G.
Project Geologist
Attachment: Discharge Outfall Monitoring Reports
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

STORMIMATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 0 3 7 5 SAMPLE COLLECTION YEAR: 2017
FACILITY NAME: Concrete Service Co. Plant No. 3 SAMPLING PERIOD: ❑ July -December l January -June
PERSON COLLECTING SAMPLES Winnie Jenkins COUNTY Cumberland
CERTIFIED LABORATORY Pace Analytical— Lab# 12 PHONE NO. 910 323-9198
Lab # ADD TO LISTSERVE? DYES x❑NO EMAIL:
OPTIONAL INFO: DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout ®Other c;NSW
Part A: Stormwater Monitoring Requirements
Outfall No.
Date Sample
Collected
(ma/dd/yr OR
NO FLOW)'
pH
(Standard
Units)
TS5
(mg/L)
Event
Duration
(minutes)
Total
Rainfall`
(m)
In Ter 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
Z
2 Sampling
-
-
6-9Z
100
-
-
-
-
Potential
No Discharge
No Discharge
No Dischar a
No Discharge
No Discharge
No Di h r e
No Discharge
Outfall 001
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 pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly,!?aImpling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TSS benchmark values are 100 mg/I, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l.
For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit�ete: 7/l/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part 8: 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-
{ma/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.Ter 2
z
Sampling
6-42 . -
152
1002'3 :.
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES ATANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO X❑
HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑X
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional Of€ice
Mail Original and one coav 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:
"I certify, under penalty 9f law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qua ifiedar
nignifi
properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those perso s irele for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am aware t at heantpenalties for submitti Ise irrfot oration, including the poss'bili of fine and imprisonment for knowing violations."
(Signature P itte (Date}
;A
Permit %ate: 7/1/2011-�/30/2015 Last Revised 7/13/11
Page 2 of 2

r
in
409 Rogers View Court
Ral
h. NC
76
Mid Atlantic office
919.250.9918
19.2 29918
office 9! 9.250.991 B
Englneering & Environmental Solutions facsimile 919.250.9950
MAAONLINE.COM
January 13, 2017
RECEIVED
JAN 18 2017
NCDENR/DWQ CENTRAL FILES
Attention: Central Files DWR SECTION
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: NON -DISCHARGE NOTIFICATION
CONCRETE SERVICE COMPANY PLANT NO. 3
365 WEST MANCHESTER ROAD
SPRING LAKE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140376
MID -ATLANTIC JOB NO. 0001119".04
To Whom It May Concern:
On behalf of Concrete Service Company, Inc., this letter serves as notification that no discharge
occurred from the above -referenced facility's Potential Outfall 001 over the final monitoring period
(July -December) of 2016. Stormwater runoff either leaves the site as sheetflow, flows into the
detention pond along the southern boundary of the site and/or enters the five stage
sedimentation basin and is recycled back into the batch process. In the event of an overflow
from the on -site detention pond, the runoff would flow over a weir and discharge off -site at
Potential Outfall 001.
To date, there have been no point -source discharges of stormwater from the on -site detention
pond. Stormwater flow will continue to be monitored during the upcoming sampling period
(January -June 2017) and, in the event of a discharge, stormwater samples will be collected per
the permit requirements. If you have any questions or need additional information, please contact
me at 919-250-991 S.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, P.G.
Project Geologist
Attachment: Discharge Outfall Monitoring Reports
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000 '
CERTIFICATE OF COVERAGE NO. NCG14 0 3 7 5
FACILITY NAME: Concrete Service Co. Plant No. 3
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY Pace Analytical Lab# 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2016
SAMPLING PERIOD: l July -December ® January -June
COUNTY Cumberland
PHONENO. 910 323-9198
ADD TO LISTSERVE? ❑YES RINO EMAIL:
DISCHARGING TO CLASS: [—]SA ❑HQW ❑PNA ❑Trout ®Other c; Nsw
Outfall No.
Date Sample
Collected
(mo/dd/yr OR
NO FLOW)1
pH
(Standard
Units)
TSS
(mg/L)
Event
Duration
(minutes)
Total
Rainfall'
(in)
In Tier 2
Monthly
Monthly
Monitoring?
(y/n)
# of Months in Tier
2 Sampling
-
-
6-92
. loom
-
-
-
-
Potential
No Discharge
No Discharge
No Discharge
No Dischar e
o DischargeNo
Discharge
No Discharge
outfall 001
AN I
t
SECTION
' 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 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/I, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l.
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

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/yrj _
pH
(Standard
Units]
TPH using method
1664A SGT-HEM
(moj
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
samplioe .
fi-9
100
-
-
-
-
-
HAS YOUR FACILFTY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO x❑
HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑x
REGIONAL OFFICE CONTACT NAME: Paul F- Rawls, Fayetteville Regional Office
Mail Original and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sarnole (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:
"I certify, under p nalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that 9 uali d pen neI properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those pers s�Vre
ctly r s onsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. i
am aware a ar igyi�icant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of
Permit Date:7/l/2011-60/30/2015
I,13 lfz
(Date)
Last Revised 7/13/11
Page 2 of 2
rj

Mid Atlantic
Engineering & Environmental Solutions
July 8, 2016
NCDENR/DWQ
Attention: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
JUL 2 0 u t,
CENTRAL FILES
DWG S6CTf0--
Subject: NON -DISCHARGE NOTIFICATION
CONCRETE SERVICE COMPANY PLANT NO. 3
366 WEST MANCHESTER ROAD
SPRING LAKE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140376
MID -ATLANTIC JOB NO. 000R1944.04
To Whom It May Concern:
409 Rogers View Court
Raleigh, NC 27610
office 919,250,9918
facsimile 919.250.9950
MAAONLINE.COM
On behalf of Concrete Service Company, Inc., this letter serves as notification that no discharge
occurred from the above -referenced facility's Potential Outfall 001 during the first sampling period
(January -June) of 2016. Stormwater runoff either leaves the site as sheetflow, flows into the
detention pond along the southern boundary of the site and/or enters the five stage
sedimentation basin and is recycled back into the batch process. In the event of an overflow
from the on -site detention pond, the runoff would flow over a weir and discharge off -site at
Potential Outfall 001.
To date, there have been no point -source discharges of stormwater from the on -site detention
pond. Stormwater flow Will continue to be monitored during the upcoming sampling period
(July -December 2016) and, in the event of a discharge, stormwater samples will be collected
per the permit requirements. If you have any questions or need additional information, please
contact me at 919-250-9918.
Sincerely,
MID ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, P.G.
Project Geologist
Attachment: Discharge Outfall Monitoring Reports
O
-6
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NC6140000
CERTIFICATE OF COVERAGE NO. NCG14 0 3 7 5
FACILITY NAME: Concrete Service Co. Plant No. 3
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY Pace Analytical _ Lab #— 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2016
SAMPLING PERIOD: ❑ July -December Q January -June
COUNTY Cumberland
PHONE NO. 910 323-9198
ADD TO LISTSERVE? ❑YES QNO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA [—]Trout ®Other c; Nsw
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?
(y/n)
# of Months in Tier
2 Sampling z
-
-
6-92
100 2.3-
-
-
-
Potential
No Discharge
No Discharge
No Discharge
No Dischar a
No Discha
N Di char e
No Discharge
Outfall 001
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.
s TSS benclmark values are 100 mg/I, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l.
4 For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
4
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1of2

Part 5: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
Outfall
Date Sample...
pH
TPH using method.;
Total.Suspended
Event
Total
' NW6W!:Motor Oil
..
In Ter 2
; r Monthly
No.
Collected
(Standard
1664A SGT--HEM
Solids
Duration
Rainfall`
Usage
Monitoring?
Units),
{mg/L}
{mg/L);::
{minutes}
(in} ...
(gal/month)
6-92
i5
1001-
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO X❑
HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑X
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional Office
# of Months
in Ter 2
SamplingZ
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 INFORMAT70N 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 persoRdirectlyAresponAible far heri the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am award atheree signt p ,altie submitting false information, including the possibility of fi�es and imprisonment for knowing violations."
%
(Signature of Permi*fe) ( J / (Date)
4 -
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 0 3 7 5
FACILITY NAME: Concrete Service Co. Plant No. 3
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY Pace Analytical Lab # 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2015
SAMPLING PERIOD: ❑X July -December ® JanuaryJune
COUNTY Cumberland
PHONE NO. (910 3 2 3 — 919 8
ADD TO LISTSERVE? ❑YES x❑NO EMAIL:
DISCHARGING TO CLASS: [:]SA ❑HQW ❑PNA ❑Trout ®Other c; NSW
OutFall No.
Date Sample
Collected
( mo/dd/yr OR
NO FLOW)1
pH
{Standard
Units)
TSS
(mg/L)
Event
Duration
(minutes)
Total
Rainfall°
(in)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
2 Sampling z
-
-
6-92-
Potential
No Discharge
go Discharge
No Discharge
No Discharge
go Discharg
No Discharge
No Discharge
Outfall 001
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/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

Pan$: venicie maintenance Activity monitoring Requirements tar tacnities using > 55 gal of new motor ou/montn — averaged over a calendar year.
Outfall '.
" -,
...
m; pli
.. ....
TPH using method.:
Total Suspended ;
=Event
Total
New,Motor'Oil
In Tier 2'
Monthly°
_ ...
# of Months
Date Sample
(Standard
1664A SGT NEM
Solids .
Duration
Rainfall`
Usage
An Tier 2
No
Collected.
{rho/dd/yr)
UnrtsJ: a
:. {mg/L)
{mg/L) ... ..
(minutes} .:.
G }
(gallinonth) "
Monrtoring?
..:.
4 u
Sampling.
{Y/n}
100:�.�
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO 0
HAVE YOU CONTACTED THE REGION? YES []NO ❑x
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Re Tonal office
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:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designe to
assure that qualified p sonn I pr perly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons dire I spo ibl for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am aware that t e e si ific alties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
;�_ �,/v-
(Signature of P rm&ee) V (Date)
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

Mid Atlantic
Engineering & Environmental Solutions
December 7, 2015
Central Files
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RECEIVED
DEC 11 2015
CENTRAL FILES
DWR SECTION
Subject: NON -DISCHARGE NOTIFICATION
CONCRETE SERVICE COMPANY PLANT NO. 3
365 WEST MANCHESTER ROAD
SPRING LAKE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140376
MID -ATLANTIC JOB NO. 000R1944.04
To Whom It May Concern:
409 Rogers View Court
Raleigh, NC 27610
office 919.250.9918
facsimile 919.250.9950
MAAONLINE.COM
On behalf of Concrete Service Company, Inc., this letter serves as notification that no discharge
occurred from the above -referenced facility's Potential Outfall 001 during the final sampling period
(July -December) of 2015. Stormwater runoff either leaves the site as sheetflow, flows into the
detention pond along the southern boundary of the site and/or enters the five stage
sedimentation basin and is recycled back into the batch process. In the event of an overflow
from the on -site detention pond, the runoff would flow over a weir and discharge off -site at
Potential Outfall 001.
To date, there have been no point -source discharges of stormwater from the on -site detention
pond. Stormwater flow will continue to be monitored during the upcoming sampling period
(January -June 2016) and, in the event of a discharge, stormwater samples will be collected per
the permit requirements. If you have any questions or need additional information, please contact
me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, P.G.
Project Geologist
Attachment: Discharge Outfall Monitoring Reports
—i EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

F
409 Rogersvlew Court
Mid Atlantic Raleigh. "` 2991 B
office 919,250,9918
Engineering & Environmental Solutions facsimile 919.250,9950
MAAONLINE.COM
February 9, 2015
Central Files
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RECEIVED
DEC I I 2015
CENTRAL FILES
DWR SECTION
Subject: NON -DISCHARGE NOTIFICATION
CONCRETE SERVICE COMPANY PLANT NO. 3
366 WEST MANCHESTER ROAD
SPRING LAKE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140376
MID -ATLANTIC JOB NO. 00OR1944.04
To Whom It May Concern:
On behalf of Concrete Service Company, Inc., this letter serves as notification that no discharge
occurred from the above -referenced facility's Potential Outfall 001 during the initial sampling
period (January -June) of 2015. Stormwater runoff either leaves the site as sheetflow, flows into
the detention pond along the southern boundary of the site and/or enters the five stage
sedimentation basin and is recycled back into the batch process. In the event of an overflow
from the on -site detention pond, the runoff would flow over a weir and discharge off -site at
Potential Outfall 001.
To date, there have been no point -source discharges of stormwater from the on -site detention
pond. Stormwater flow will continue to be monitored during the upcoming sampling period
(July -December 2015) and, in the event of a discharge, stormwater samples will be collected
per the permit requirements. If you have any questions or need additional information, please
contact me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, P.G.
Project Geologist
Attachment: Discharge Outfall Monitoring Reports
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 0 3 7 5
FACILITY NAME: Concrete Service Co. Plant No. 3
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY Pace Analytical Lab# 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2015
SAMPLING PERIOD: ❑ July -December ® January -June
COUNTY Cumberland
PHONE NO. 910 3 2 3 - 9198
ADD TO LISTSERVE? ❑YES ONO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑NQW ❑PNA ❑Trout ®Other c; Nsw
OutfalI No.
Date Sample
Collected
(mo/dd/yr OR
NO FLOW)'
pH
(Standard
Units)
TSS
(mg/L)
Event
Duration
(minutes)
Total
Rainfall°
(m)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
2
2 Sampling
-
-
6-92
1002.3
-
-
-
-
Potential
No Discharge
No Discharge
No Discharge
No Discharge
No Discharge
No Discharcre
No Discharge
Outfall 001
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 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/I, except when discharging to ORW, NQW, 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/l/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part S: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
~
Outfall
No.
Date Sample
p
Collected 1
(mo/dd/yr)
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 Tier2
Monthly
Monitoring?
(y/n)
# of Months
in Tier 2
5ampling2
6-9Z
15
1001
-
-
-
-
-
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO x❑
HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑R
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional Office
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:
"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 qualifi ersonn I roperly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons it resp si a for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am aware th 4 r are s' i I nt penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature
Permit Date: 7/l/2031-60/30/2015
(Date)
Last Revised 7/13/11
Page 2 of 2
I
,.'

4&
STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT ND. NCG140000
CERTIFICATE OF COVERAGE N :;NCG_14 0 3 7 5
FACILITY NAME: Concrete Service Co. Plant No. 3
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY Pace Analytical Lab ft 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2014
SAMPLING PERIOD: ] July -December ® JanuaryJune
COUNTY Cumberland
PHONE NO. 910 323 - 9198
ADD TO LISTSERVE? [—]YES X❑NO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout ®Other c; Nsw
Outfal! No.
Date Sample
Collected
(mo/dd/yr OR
NO FLOW)i
pH
[Standard
Units)
T55
(mg/L)
Event
urat
Duration
(minutes)
Total
Rainfall°
(in)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
2 Sampling
-
-
6-92
100
-
-
-
-
Potential
No Discharge
No Discharge
No Discharge
No Discharge
No Discharge
No Discharge
No Discharge
Outfall 001
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.
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 T5S benchmark values are 100 mg/I, except when discharging to ORW, HOW, Trout, and PNA waters where they are 50 mg/L
° For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
9
Permit Date: 7/l/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

4w`
Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year. 1(
Outfall
No.
Date Sample
Collected 1
(mo/dd/yr)
pH
(Standard
Units)
-"V-
TPH using method
I664A 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
Sampling2
6-92
i5
ice
-
-
-
-
-
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES ATANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO x❑
HAVE YOU CONTACTED THE REGION? YES ❑ NO X❑
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional Office
Mail Original and one copy of this OMR (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 CERTIFIG4TION FOR ANY INFORMATION REPORTED:
"1 certify, under penaFfesponsible
flaw, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that lifiedonnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those pers n direcjl for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am awr h t th e r ignificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations.
(Signature of Perpiijhee) (Date)
Permit Date: 7/l/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

wi7
Mid Atlantic
Engineering & Environmental Solutions
January 28, 2015
Central Files pp��
Division of Water Resources RECEIVED
1617 Mail Service Center JOIN 1
Raleigh, North Carolina 27699-1617 8 Z015
S
CENTRAL �f�,E
Subject: NON -DISCHARGE NOTIFICATION CENEN sEcFIaE
CONCRETE SERVICE COMPANY PLANT NO.3
365 WEST MANCHESTER ROAD
SPRING LAKE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140375
MID -ATLANTIC JOB NO. OOOR1944.04
To Whom It May Concern:
409 Rogers View Court
Raleigh. NC 27610
office 919.250.9918
facsimile 919.250.9950
MAAONLINE.COM
On behalf of Concrete Service Company, Inc., this letter serves as notification that no discharge
occurred from the above -referenced facility's Potential Outfall 001 during the final sampling period
(July -December) of 2014. Stormwater runoff either leaves the site as sheetflow, flows into the
detention pond along the southern boundary of the site and/or enters the five stage
sedimentation basin and is recycled back into the batch process. In the event of an overflow
from the on -site detention pond, the runoff would flow over a weir and discharge off -site at
Potential Outfall 001.
To date, there have been no point -source discharges of stormwater from the on -site detention
pond. Stormwater flow will continue to be monitored during the upcoming sampling period
(January -June 2015) and, in the event of a discharge, stormwater samples will be collected per
the permit requirements. If you have any questions or need additional information, please contact
me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, P.G.
Project Geologist
Attachment: Discharge Outfall Monitoring Reports
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
.4
CERTIFICATE OF COVERAGE NO. NCG14 0 3 7 5
FACILITY NAME: Concrete Service Co. Plant No. 3
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY Pace Analytical Lab # 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2014
SAMPLING PERIOD: ❑ July -December ® January -June
COUNTY Cumberland
PHONE NO. 910-323-9198
ADD TO LISTSERVE? ❑YES x❑NO EMAIL: _
DISCHARGING TO CLASS: [:]SA ❑HQW ❑PNA ❑Trout ®Other c; xsw
Outfall No.
Date Sample
Collected
(mo/dd/yr OR
Z
NO FLOW)
PH
(standard
Units)
TSS
(mg/L)
Event
Duration
(minutes)
Total a
Rainfall
(in)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
z
2 Sampling
-
-
6-9-
Potential
No Discharge
No Discharge
No Discharge
No Dischar e
o Discharge
No Discharge
No Discharge
Outfall 001
CENTRAL FILE
G
' 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 pH), you must implement the Ter 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/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.
eJ
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part 6: 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
1664A 5GT-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 Z
Sampling2
6-9
152
100 '
-
-
-
-
-
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO x❑
HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑x
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional Office
Mail Orieinal and one copy of this DMIt (includine all "No Flow" & "No Discharee" reports) within 30 days of receipt of sample for at end of monitorine period
in case of "No Flo►/ to:
Division of Water Quality
Attn. DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those person dire re onsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
am aware the ar gnificant penalties for submitting false information, including the possibility of fines and imp ri onment for knowing violations."
(Signa r Pe itte) (Date)
Permit Date: 7/l/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

Mid Atlantic
Engineering & Environmental Solutions
July 22, 2014
NCDENRIDWQ
Attention: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: NON -DISCHARGE NOTIFICATION
CONCRETE SERVICE COMPANY PLANT NO.3
365 WEST MANCHESTER ROAD
SPRING LAKE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140375
MID -ATLANTIC JOB NO. 00OR1944.04
To Whom It May Concern:
409 Rogers View Court
Raleigh, NC 27610
office 919.250.991a
facsimile 919.250.9950
MAAONLINE.COM
On behalf of Concrete Service Company, Inc., this letter serves as notification that no discharge
occurred from the above -referenced facility's Potential Outfall 001 during the first sampling period
(January -June) of 2014. Stormwater runoff either leaves the site as sheetflow, flows into the
detention pond along the southern boundary of the site and/or enters the five stage
sedimentation basin and is recycled back into the batch process. In the event of an overflow
from the on -site detention pond, the runoff would flow over a weir and discharge off -site at
Potential Outfall 001.
To date, there have been no point -source discharges of stormwater from the on -site detention
pond. Stormwater flow will continue to be monitored during the upcoming sampling period
(July -December 2014) and, in the event of a discharge, stormwater samples will be collected
per the permit requirements. If you have any questions or need additional information, please
contact me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, P.G.
Project Geologist
Attachment: Discharge Outfall Monitoring Reports
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

-
--- - - '. _ -. _-_.. _..... ... -- - ----- -- - - -- ---- ------ .. . _ i ---. .-� .L e-,. .
I
-
W. MancWter Rd
SITE
l
Tram
Spring Lake
Existing GENERAL SYMBOL LEGEND Pro osed
1 � PROPERTY LINE N/A
`
l�D �� �
� . � ADJACENT PROPERTY LINE N/A
£S RIGHT OF GAIN Q f 4 —RSA- SANITARYSEWER —NSA
t WATER — W -
- SI) --- STORM DRAINAGE — SD —
N/A LfMITSOFCONSTRUCTION L0i'„— '44vr� � .
5 � —123 CONTOUR �23—
X — FENCE — X —
o � N/A TEMP. SEDIMENT FENCE — 5F —
.
N/A TEMP. DIVERSION BERM — DIB —
n 0 r -
- I f } ©o 0 0 6) u', CURE &GLITTER
I . 1 ' " � _n r `�' 4D 99 0 � I C_—._._ CONCRETE
y i 1 + + f 1 9 [ 4 a` ASPHALT PAVEMENT
I n o NO I L ` - - \ ` ` \ L C0 MANHOLE N/A
S Uf ,o vi j ca ` N \ \ \ I N er G ENTRANCE 0_0
q �U N' "� \ \� \ } r4 - `� N /A
RAVEL CONST.
ll —„��o — — — _._L — — N S 0$'17'24" E— HANDICAP RAMP
III,11.
� `1 } � _� 0 O _ 'e�re�ro— N/A TEMP. SEDIMENT TRAP
\ � I 1 �' . — FJ 7 J. 4' — �� -� � � 1 . l : }; * ,o —,o—, ,o- N/A RIP RAP PROTECTION
WO l i! �- 1
} I 1 `4 11 - 1 an � � + - \ \ \ \I 1 \ \ \1 11 f CURB INLET im
j I f} 4 } } } x \ \ ' \ \ L' 1 1 1 i � N /A FLARED END SECTION
t
} III �I} � 1 } I} 1 \ \ I \ a 6, � 1 \ , 1 \ \ 1 4 ,(0 N/A GRAVEL PARKING
i 1} �° \ t9 I\ Ste\ __\_ \1 —, — N/A CLEAN oLrr{A _
VICINITY MAP I — —
4
(NOT TO SCALE) a � '? 'q } I \ \ � \ d \ m a �S' 1\ \ \ \ ` p . 1 1 1 \ ftRE tR�RIV -
'o n A1 \ + �u + o a- \ m �` 1 1 1 1 WATER VALVE N
� T ,-. 1� }1 ! /� +7 -,k 11� 1 � � ° "��: 1 1 11 \l o , N/A WATER MErI R
GENERAL NOTES %` + 1 4\ } [ ( l / I I v 47 11 = - + I (_1 \ 12 \ N/A BACKFLOW PREVENTER
i � �1 }i / 4� i � � `�\ \\ \\ r�`, I l V c0 N/A SIGNAGE __W_
% } [ / `` � I- \ N/A TOP OF CURS ELEVATION ?4i,ft
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 1 / I 1 � \ \ \ ' ',, c_3 I nr\
DIMENSIONS AT THE JOB SITE. `1 � } I } 3 \ 1 i �> 4 1 ° \ 1 N/A FINISH GRADE ELEVATION tt!
% 1 } 67 1 �! b 11 \ (D Ln I 0• 4 \ N/A BLK_ & GRAV. INLET PROTECTION H
POLE
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE �b co 1� ( 1 I \ I � \ r \\ b R
VERIFIED BY THE GENERAL CONTRACTOR. BENCHMARK ISA SET REBAR LOCATED � __ � 1 o Q `\ �� I I - _ \ °J \p \ !sS IRON STAKE SET N/A
NORTHEAST OF PROJECT SITE, AND HAVING AN ASSUMED ELEVATION OF165.50. + T } [ } ._ [ � \ I \
Frs N °i \ ! I � `v , TF3M TEMPORARY BENCHMARK N/A
__-.,,�,�_ _ m 1- 1 N N 0 +- n, �9 \ } `. \ \ f \ S.E. SETBACK N/A
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS [� a °-- ^— - V` — —. � -- _ �' - \
�,a—.
} I [ �p ��.a,ro-.. ��_�� �� �._,;�, _.m_ -- — — — o — \ _�� ` \ \ \ . \ S FEE FINISH FLOOR ELEVATION FFE
OTHERWISE NOTED. 1 . 1 4+ �—.o _ro— — -�—,P{ o—.o�.e, a,ro a � ` \ —\ \ \ ^v i e �°
` \ 4 — eao-�r 9 ..---s�-^-�.- -�-..a ,o � , � Q :o +
9 } 1 B _� 7--11,�I 170 .. .. - — — — -_.- — ` — — _ _ A0 tea--�--ess_- _ _ L w ' I- �` ____
4. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS % o, f \ k ' :11.
CONSTRUCT, INSTALL AND/OR MODIII' THE SITE --=: Y-4 r;: ;: .
TO DEFINE THE GENERAL AREA TO C 4 � = ..
1 r 1 :6 k {� w• 7\� "' Wit:` \ i { n
IMPROVEMENTS. TYPICALLY THE LOG WILL FOLLOW RIGHT-OF-WAY OR PROPERTY ��,.7s_ I I \
14 I I L
cI \
POSES THE LOG MAY B E SHOWN IN 1 ( k I::
BOUNDARIES. HOWEVFI FOR C • RlTY PUR ,y;,:,. 1 i
BOU hA :} k 4 1 \
i 1 � ...:.
1 ...
I r
I > 1 1 \
_ I ,_ �sF n`
y j
PURPOSE.. THE SON t ACTOR SHA_L I k .. � ,_:_ , : I . f
CERTAIN LOCATIONS FOR READABILITY I --;r .. 4
t ur
{ 1 ti
1 }`
1 1 ; .; .. :_ :. i
REGARDING ANY QUESTIONS A. I O THE
COI.'TACT THE OWNER'S REPRESENTATIVE RIG m i ,:.>:> x;.,.. } } !
1 Z k \ - :.:.. \ I
>` 1 ,
EXACT LOCATION OF THE LOG PRIOR TO BID AND PRIOR TO BEGINNING N o I I ± � ;:. ,_: - ,� - b... I I u�
M SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY f > } . -� : 7- . -» I [ ;? m
CONSTRUCTION. ALL ITEMS S4\ ► _: I l a
STATE'NOT-IN-CONTRACT NIC ' SHALL BE INCLUDED IN THE BID COST, INCLUDING 1 F�5�(� L. - 1 ,.
1/ >x'� � I . //
ITEMS THAT MAY BE OUTSIDE THE LOG BOUNDARY. ` T
• iIl } (J 1 I r -,�""_ '`c- ,� 1 r ) % l I I l I� ` � O /
^�C}kILt t� Cfl I i _ - t ' 4 } p *� I -
f n t 4 k - ,4.
5. LOCATIONS OF E~XISTlNG UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS NII� - i r j d °
4t [ (O 1 �_ I
SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL �� II fIl a moo, } • `- _ 1 / r\ /
CATIONS SHOWN ARE NOT y+[ i e i 1 k t f 1 } / cc l
TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE. LO n _
{ N �� }[ 1 �� w i J;` j ::' } } CO 11 = I
GUARANTEED. DEVELOPERS OR CONTRACTORS SHALL NOT ONLY MAKE 1 _
ALSO ALLOW FOR CONTINGENCIES } k I '-�'.-•�k } k I Cc IV�
SUBSURFACE INVESTIGATIONS BUT SHALL A [7 � } F n, k y :, } _ ( �u sd j
RDED LINES OR LINE5 y 1 _ >I } I 14i .
WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECO 1 os I k - s - J I e,
_ I ,.. } I I, / > } 1 I
IS PLAN. PRIOR TO ANY
g
0
I -> �,._
F LOCATIONS THAN INDICATED ON THIS 1 ;: r r.
BEING IN DIFFERENT LOCAT ON 1 . [
k s I [J �.
I I
--, ':w: :_. ,
CONSTRUCTION ACTIVITY OR EXCAVATION ON THE SITE, THE GENERAL y , > w. , . ,:- ; ... -• r /
l
(J3 l >
} A,: }
�n I
S TO VERIFY AND/OR
- _ ,;'� }
CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES ;. _ _ g .,;
m 1 .. wr:. .- :'ti "1 w 1 l 4
.. -
w k k o I} N
F
'.�. ! } 1 :- 4.. ..: - ...
- RESPECTIVE UTILITIES THE NOR TH CAROLINA ONE CALL k
FIELD LOCATE THEIR RESPEG l ( k n n I f a;
�F� k 1 /m R
I
} b
L �:
- - NG UTILITY LINES 'i .1 , __._,� ..:r.... 4
CENTER 1 800 632 4949 . ALL DAMAGE INCURRED TO EXIST/ I I k ! 4 0
k -.K- - t- ---{ . } 01 �r
AIRED AT THE GENERAL CONTRACTORS } I ,
DURING CONSTRUCTION SHALL BE REP k k ' _ - - �� 1 \ l �
v 11 ,. s 7yy 1 1 1 \ +
M
}
k '4
- . : - , -
r
EXPENSE, 5 C , ,I
-Ti I ti f
. -/« _. k -__ - _
Cr 1 } k \I
4 i I r i
1 } 1` 1 \ \
t
6. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. 1 i s _ �. < t 1 1 1 1 1
[ 4
..-._-- _ . - .. 1 .._` _....-.- - _-_-__ - r k _-
_—_—___ - - - _.. - s.. f r 4: f .
— _ v n 1 _.,
-
}
ED OR THIS i k - (
-r . >> _.'� .. 1 1
FORMAL EROSION AND SEDIMENTATION CO
NTROL PERMIT I5 REQUIRED F , N 1
7. A FO E
DEPARTMENT OF I :�_- s + ,: 1 1
SITE UNDER THE REGULATIONS OF THE NORTH CAROLINA DEPAR i } c,? 1
6r } ..,0 1 1 1 0
ENVIRONMENT AND NATURAL RESOURCES NCDENR .HOWEVER, THE GENERAL I t I .:1.
1 1. p to 1
CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL 1 1 1 =
I \��11;t \ 1 N
MINIMIZE EROSION AND THE TRANSPORT OF SEDIMENT OFF -SITE = ; . ";. ;. 1 \ 1 Co
REGULATIONS TO MIN ZE ;: 1 \ {
DURING CONSTRUCTION, INCLUDING THE PLACEMENT OF EROSION CONTROL '. '` -; �o:. - 1 1 1 \ 1
I\ ,
MEASURES. ANY MEASURES REQUIRED SHALL BE INCLUDED IN THE BID COST \ }
% ^. [ , N ^ 1 \ 1 1 I 1 } II
WHETHER SPECIFICALLY INDICATED OR NOT. 1 + I I` } } I }
=n +
8. ALL PARKING STRIPES SHALL BE 4" WIDE AND SHALL BE MARKED WITH STANDARD S I tS
a- \ r ! 1 �I I f I f f r44 49 r n rrnl I � a:; a ra
I- s \ { `7 r 1 I f I } t9 Construd� pr, in cacrufdance tM',', 1 Y•� e"e C'-:'c,urne "m is
WHITE TRAFFIC PAINT. ALL ISLANDS AND TRAFFIC ARROWS SHALL BE MARKED WITH \ _ {- j ! I f I !I I �, 1 € qt�i� �y 2h etr,a�r%�:13t.'�rtli Cre:Isr
STANDARD WHITE TRAFFIC PAINT. I } l � J I l I 1 i p \ r ls I'€� rsse h :; e torIrr t r System ss r
I } - 1 \ �.��- , } f I I j ( I I \ \ inspt,ci durirq- e'_'nzA uction; mrtl y c€�r,°€ormit�; �€€€I;M the
i \ 1 1 a s ,� - _..sole, r��.�.1;I. ., . �..snro, aa..A. _
9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FAYETEVILLE , CUMBERLAND l [}} \ \ ` I • f i I \ \ ���«�� ''" � -
•S v, .....:».. YAli
COUNTY & STATE REQUIREMENTS. l 1 }3 } 1 1 - 0g R ] 'I (0 Ln ''- _ \ \ Re C1y0_3I>,-- Hate- I / ' C)S' -
` } 1 1 1 CC, ('0
10. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES I i CD o \ \_?' ^--_w�.a_ !`III�Irf ``° QI
�� f
SHALL BE SEEDED AND STABLIZED PER SPECIFICATIONS- � II 4 [I}\ / I "i 1\ !l r 1s+.so II I f 1 0 C \\ ,I���t 3_ �rw —i' vi l� ? �4 ! g
} 4;} I I \ � 4 / 1esrs / I I I If 1 �_ A . �_'1'
l \' \.
11. HANDICAP PARKING SPACES, ACCESS AISLES, & SIGNAGE SHALL BE PROVIDED BY 11 'Ij I � Q \ '\ Oa\ m 05 / in � a 169 n �, I II I I ; i N
THE GENERAL CONTRACTOR AND INSTALLED PER FEDERAL, STATE, AND LOCAL p S ° I ° _ ��� \ � / m o t70 n I» i' [ ` I (o' o N
REQUIREMENTS UNDER THE AMERICANS WITH DISABILITIES ACT (ADA). STANDARD -i- + ` + D� _ \ + 68n _ + h f D +_'__--f­­ x t. l } 1 I a 'O
R7-8 RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20.37.6 SIGNS MUST BE a I }}i [ 1 ' \ ' n�? � 1 \ bl 1 } -J _ a \ \ \\ \\ ` \ _f - v y+ +
INSTALLED IN FRONT OF THE HANDICAP PARKING SPACES. VAN ACCESSIBLE SIGNS ; }{ , \ � \� i� -f- I \ J M \ \
MUST BE PROVIDED IN FRONT OF THE VAN ACCESSIBLE SPACE. 5 } n \ 4 I O- + } I � e \ \ \ \ S \
12. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL 3� rl _ I , ' / \ \ \ \ `3 \ \
6��,a 3r°-� �', I I 1 0I 1 1 1 I I / / �i �� .� \ \ \ \ \ \ �` 6 � \
BE DESIGNED, INSTALLED AND MAINTAINED IN COMFORMANCE WITH THE _ _�_' - �' _ i0l } � I I I / / o i \ .\ \ \ \ \ _ gip,
STANDARDS SET FORTH !N THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC [ o� I I 9 \ `. - - - ` \ \ \ G `1' \�
f 0) I I l 1 1 ) I M O� \ ! i m o ` <\ ny \ \ \ - \ \ `9� \\ ' j -� '. �;_
CONTROL DEVICES. l " II \ ! N n ti _
�ti/ i [� [ o I o / o i \ Q \ �� ` x�
13. THIS PLAN INDICATES THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED -. 4 4� bl I * CA,�F� b \ 1 1� \ } m \ a ti / \ \ _ \ ,` ~
c; } 1 03 o 1 I `, ` 1 \ \ ° \ / 'L a: ) I \ \ '9 9! 7"a o \ � I r .I. ! I
ANDfOR, RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR $ � � f /' + R\ \ \ , + \ \ \�` � \ _+ � u! � � \ . � /� \ , � ` - . \ 9/ � � I $ �
RELOCATED ALL MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON ` \ \� f\ \; \ \ � \ " \', 9 '0 � 1P- _ _ - \I �-o \ \� \ a o i
THIS PLAN TO PROVIDE A CLEAN SITE FOR THE INSTALLATION OF THE NEW CP
IMPROVEMENTS. 1 \ \ \+ N � u5 _ \ p_ $ _ ` _ \
14. SURVEY, BASE MAPPING, TOPOGRAPHICAL DATA PROVIDED BY MICHAEL TATE I \ \ \ - _ _ J �� $�N * -� / � .
PROFESSIONAL LAND SURVE`(OR : FAYETTEVILLE NC - [phone] 1 � I � l \ "I " � -1--\ \ � � Oi y ° N , + J rT \ ` � / 11 \ \ \ 1n ` - "'
{ ` n� 4-0- I+�� + _ i ! `� 1 �' _� �_
15. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES k i � ' } \, _ , �i_, C \ r __ `� � 1 \ i � g1- - - _\ \ \ \-� S \0
WITHIN THE VICINITY OF THE CONSTRUCTION ACTIVITY SO AS TO PREVENT ROOT 4 I• I � - mf + \ a - I / j \ o z - \ \ o - � /32 �^ \ - - �-
SYSTEM DAMAGE. FENCING SHALL BE INSTALLED A MINIMUM OF 6-FT FROM BASE OF 4 - _� \ N o,\ \ _69� - f_ — J \ i( l /� m _ 4 5 _
TREES UNLESS OTHERWISE INDICATED. I \\ I- I '�� \ �� �\ r \'ld� \ � ! � \ \\ '\ >>8. 7s �`� 1i�
j \
l� I M L 4' N� i �-- 1-''nom�a�� — en i \ � / �'
1 e T . { -�. M J r_ff \ C Q� (0 + __ b <V - n6' P+. \ c") \ \ - �'`1�� ,p ` S 0 , s� , -
..LL - - _ + J I 7
r � - \ _
N 0$ 17 4" $74.7
co + :n '; ' _ - k ! 2 Vt+ 9' Total kn __ + � \ -' >� <11
,mp ` l { IV" i 1 I )� . /� ��� ��+ --
+ -- 1 I }/ S I � \\ \ I i i f �^ �h.
[I -- Il \i v\ A \ ! 1 / .11 /�
1
m }I i1 I 1 1, 1 ' I _o
m III la n! 1 m 1 v I o! /I 1
S fl I \ cl�\ 10 1 0l \ - U 1 1 10 1 /1
I `,�,
I f 0) O + n o \ -� + L: - K
n
(Q �z 61 61- + 0 Q : j -)
-
! l � -
. r r_ \
I
I
1
I 1,
: M, 1 - �.
GRAPH IC SCALE
50 p 25 50 100 200
(IN FEET)
1 inch = 50 ft.
914 Hay Street i Fayetteville, NC 28305
Voice: 910-221-0033 ♦ Fax: [phone]
wvoN.crawforddsn_com
All drawings, specifications and designs
prepared by Crawford Design Company
are instruments of ser-Oce and shall
remain the property of Crawford Design
Company. The Owner or any other
parties shall not use the work on this or
any project except by a proper agreement
and appropriate compensation.
CRAWFORD DESIGN COMPANY
COPYRIGHT 2008
MICHAEL iATE PROFFSSIONAL
LAND SURVEYOR
3521 CLINTON ROAD
FAYETTFVILLE, NC, 28312
Ph: [phone]
5 F A I
" tf f •51
Sa C I,
�-. ~ - -If,
A
rAL �-F- vu
_ x
� 0$ z,
a
>i
`4•IVa IvH--
1. 05���
fit!! [tlate-L9
1(157,15—A,147�5—sL
!yLi 4! ' l
[5/' r r1 fJ
REVISIONS
PROJFC7 NAME
CONCRETE
SERVICE COMPANY
PLANT
OwNFR / O IFNT
FAY BLOCK
MATERIALS .
130 Bl,ll DFIZS BOULEVARD c_.
FA`!ETTE\'ILLS, NC 28301
Phone:[phone]
Fax: N/A
PROaFCT OFTA115
PROJECT MANAGER: FDC
DRAWN BY: ATC
APPROVED BY: FDC
PROJECT NUMBER: 07027
51HFFT TITIT
OVERALL PLAN
4
e
'� f
i
0
0
f
f
I
I
I
f
6
f
SCAI IF
HORZ.: 1" = 50' I
VERT.: N/A
DATF
JANUARY 10, 2008
4
SHFFT NUMI3FR
I
CS 001
OF 3
.
_. _ — _
--- ---- _ _ --. --- --- -_.- - - r - _ _--
1. !.�� . �' ��-: -.' �� �:-. ., .�'��t"I�' �,� .. ': I"�:L � . . .�-.': ... �;.:� ..: �1 . , - , .1:!%,�'. :.i �.. .�4
[ 1 '
'..

f
U
8
Existin GENERAL SYMBOL LEGEND Proposed
I ' . . I PROPERTY LINE N/A
C� ADJACENT PROPERTY LINE N/A
I m N Vg (IdN -,,;'ag D� �/�- RIGHT OF WAY N/A
.Q g .
- d - S ----- SANITARY SEWER . --- S
Vass Rd Z",44BENCHMARK w - WATER --- W -
5RB (CONTROL)
- SD --- STORM DRAINAGE _SD -
ELEV.=165.5Q N/A LIMITS OF CONSTRUCTION-i.Or.-
123---- CONTOUR ­ 423---
Spring take- X FENCE s-- X -
$ i � N/A TEMP. SEDIMENT FENCE - SF
a � - .
- N/A TEMP. DIVERSION BERM DB -
CURB &GUTTER
�� CONCRETE
W. M hesW Rd7 - - - 0 ASPHALT PAVEMENT
1% © MANHOLE N/A
to � 1 N/A GRAVEL CONST. ENTRANCE >�- �
I
SITE t - N/A HANDICAP RAMP
N - - - _ N/A TEMP. SEDIMENT TRAP
N/A RIP RAP PROTECTION
y
. S I f CURB INLET ffi
l N/A FLARED END SECTION110.
V 1 C I N! T Y MAP }[ - N/A GRAVEL PARKING
( NOT TO SCALE) - W. N /A CLEAN OUT
FIRE HYDRANT N/A
N WATER VALVE IH
SITE NOTES 1 - I N/A SACKFLOW PREVENTER
N /A SlGNAGE --�
INSTALL CONCRETE PAVEMENT
N/A TOP OF CURB ELEVATION Iffffl
d CONSTRUCT TURN -DOWN SIDEWALK (SEE SHT. C3, #2) °L N/A FINISH GRADE ELEVATION `
INSTALL STRIPPING (SEE SHT. C3, #6)
111 r N/A BLK. & GRAV_ INLET PROTECTION
INSTALL HANDICAP RAMP (SEE SHT. C3, #E9) 0 � _0__ POWER POLE
SET N/A
r �6 TBM TEMPORARYBEENCHMARK N/A
INSTALL 6' HIGH SOLID FENCE .
(') INSTALL 6" CURB (SEE SHT- C3, ##3) 1111 � Approved Star�aa 40tsr t '-"Ml D-acu mi
Construction in BCcors�Bpa:e w4h �hab� c�GcumOnt I� S.B. SETBACK
N/A
required !"y the s4Otrr+°o ,Eet pannit �;,"_ I Caroiins FEE FINISH FLOOR ELEVATION FFL
eu!Ias requcra that thz storrpwalsr syely ra'r designer
o Inspect ming i�wL,ctbn; ceitlfv coo- ,'„un ty wRl the
GENERAL NOTESp4aA��� _ - 6�o
� ,,
� permit # �'�; (- i` tot L- -s °] 5 __' r �a�te n C, d i S" �•� . ; � :�
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL � t0y� -� - '' N i3Mzi on of =Vatar uali
DIMENSIONS AT THE JOB SITE. - I �� r to W Sheet � � .�.--•--- p ,I",
C'L`ili3�S a�,li I u' s ,h t
c�el `"l
r
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND P�1t35T BE 1 j �� �� I k 1 , � f,j
VERIFIED BY THE GENERAL CONTRACTOR. BENCHMARK IS A SET REBAR LOCATED � °�,° - - `> if s �v1
NORTH EAST OF PROJECT SITE, AND HAVING AN ASSUMED ELEVATION OF165.50. I � � 1 y -- --- - _ _ � � � . ,r� 1
tic � _ �t� L- tac - - - - b0 -
-.�.I>�c �c I .� 1
i:oc-.�- _� : -
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS o LrOC�-----I�DC�-- -�.®.� LDC-ova-�- `` ""
Lac
OTHERWISE NOTED. II r--------- - - - Q -LorLoc- S I
E0C��
4. THE INTENT OF THE LIMITS OF CONSTRUCTION LOC SHOWN ON THE DRAWINGS ! 125A0 � ; CONCRETE -
( ) ., %1.I ..:.:.. ,. . .,
TO DEFINE THE GENERAL CONSTRUCT, T !
) . SPILLWAY
AREA TO CON UCT INSTALL ANQ OR MODIFY THE SITE
0 SCF ARGE POINT ": i` ,
IMPROVEMENTS. TYPICALLY, THE LOC WILL FOLLOW RIGHT-OF-WAY OR PROPERTY ! o r ao . 6
r 1 •: . ..... .: . ...: .: ... :•FRO RECLRIMER .. - .,_ . ... .., .• .
BOUNDARIES. HOWEVER FOR CLARITY PURPOSES THE LOC MAY BE SHOWN I k . . ___ _ i N 68.75
;:
! •
t '
I %-
+✓ CERTAIN LOCATIONS CONTRACTOR .; t .fi E G IONS FOR READABILITY PURPOSES. THE CON RA OR SHALL .00 , '
I
1
1 ; �;"
GUft6 -
ONTACT T OWNER'S QUESTIONS GENERAL LOCATION -, • . ... •• , _• . - .:_ )
,
G HE WNE S REPRESENTATIVE REGARDING ANY Q EST ONS AS TO THE :..:
1 _ .. - , .. - ..
OF SEPTIC SYSTEM . - _ ...... • . •. - . . t
5 - .. . ... .. ... ....... .. . '. ' : 5.
EXACT LOCATION OF THE LOC PRIOR TO BID AND PRIOR TO BEGINNING ,_. - . : _ :. . . 164,50
! k. '
BY flWf+IER1. _
_a
CONSTRUCTION. ALL ITEMS SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY %
! 4
:, .
i
I
'' O -
..
.. .TRUCK WA U . k SHQ T o
STATE 'NOT-iN-CONTRACT NIG `SHALL BE INCLUDED IN THE BID COST INCLUDING o .
( ) 1
k
•In ....
----, m
T
I
--- Wit` .:
ITEMS THAT MAY BE OUTSIDE THE LOC BOUNDARY. %I - , 00
'al 0 _
__ r•
_ __ ti
ram-
.`5 _ t
- �-
- -{ Q ,
` ro
5 I _- - - • LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS -
I - -
E
3ylj 1 = - � �"i , -
k -- .
-
PP I -��-- , ::r : _.• .." - ..:,_., AGGREGA SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL THE _ .. ; ' AGGREGATE ' .
L -- E o
>r w
_. _ __ -- .... .:..- ... - .- - ' _.'..-:.-' ._ � .i. :.-; -.. :. is `,�.-e .'..:.-.; ':: .'.1 r-.....-
r , -- � 3 _ : . -SILOS & FEEDING - = .; .., ' -. - _ ... � - .. _ _ ., . , -° • . T �i�''
TYPE OF UNDERGROUNDN ! •.0. ,. .S . D AGE .
FACILITIES NOW I SERVICE. LOCATIONS SHOWN ARE NOT.
! _, FiL A5
�-
! , CONVEYOR
ry rip .. _. ... - .:: "_. .`
T k GUARANTEED. DEVELOPERS OR CONTRACTORS SHALL NOT ONLY MAKE , --n
. _ . .-
I 1
ADMIXTURE AREA ,
! ,
SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES r -
21
k -3 ..
I'r ,
WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR i E _ .
-
LINES !
. .
1 -s
. .
F ! _1. .... -
BEING !h DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN. PRIOR TO ANY
(f}
i
CONSTRUCTION ACTIVITY OR EXCAVATION ON THE SITE, THE GENERAL I I E ..`.. <....% - ; _ _ - 6" CURB
�. -
7D -
CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO VERIFY AND/OR
D CONCRETE TRUCK 1 � .. .
11.
I .:
. . . . .. .•- -, ,.. . O
FIELD -LOCATE THEIR R PARKING . . L RESPECTIVE UTILITIES THE NORTH CAROLINA ONE CALL
1
!,
. CZ
- - GRAVEL LO i � - - _
CENTER - 1 800 6 - ! r _ 32 4949 . ALL DAMAGE INCURRED TO EXISTING UTILITY LINES � _ _
1..s••.,= ,
1
l "
DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRALTO (P G1iARGING COHVEI'OR' ' CONTRACTORS .
+� �i
Z _ LOADING
EXPENSE. I I , . - ,.. _. CHAMBER - .
I o .
! , i
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N09'S9'01TW' . : 3:1
- = _
J i L .. _..._ _- -
6. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. I - 4'31 SCROMMEL'.'' : T It - 2i
gt74 CHARGING 455.9t' . 0
1 .. •- Ofl.00' 2418 CONVE . . . . . ... . . . - ...
de r 2 YO -
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%
4.1.
7. A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT IS REQUIRED FOR THIS . •• .
6.
OO
O
1 '�
• • -.. , -
SITE UNDER THE REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF I < • '_ .� .
�-�-� k i
CONC. TRUCK .
ENVIRONMENT AND NATURAL RESOURCES NCDENR . HOWEVER, THE GENERAL NEW .
O ERAL LOAD NG POINT .
( ) I !
TRUCK .WASHOUT "' 44.00 , :'
! - .
� • - :'. ., OFF/ :. . • ... .. � •
CONTRACTOR 15 REQUIRED RED TO AND SHALL FOLLOW ALL LOCAL STATE AN :. ,, .. _ ... •.. •. .. -1. . .
Q D FEDERAL I
REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT F SEDIMENT -
I
,..
O p D MINT OFF -SITE I .O0 � 1 •.1. ... ,- .. _ .. . .. . .
DURING CONSTRUCTION INCLUDING THE PLACEMENT OF EROSION CONTROL
! / ,.
-- .. . . .. .- ..-
I
56,00' _
MEASURES_ ANY MEASURES REQUIRED SHALL BE INCLUDED IN THE BID CO 1 , .. . �. - . . • . •.. 1. .
Q COST k � I� I . . . .
WHETHER SPECIFICALLY INDICATED OR NOT. I , r /
1 .-.! COm1./� . r .. - I I �y ' . • o .. _ , . . .
8. ALL PARKING STRIPES SHALL BE 4" WIDE AND SHALL BE MARKED WITH STANDARD _ -o • . . - .. , •
! rn o , .
"C1 I ..
o . ! :;
WHITE TRAFFIC PAINT. ALL ISLANDS AND TRAFFIC ARROWS SHALL $E MARKED WITH 1 .
! .. i ('
.
` I .
STANDARD WHITE TRAFFIC PAINT. I iv
tOC .
! .
F/� 0
2
,rs
! 1
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9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FAYETEVILLE CUMBERLAND 15.00 - t
! r
O o> , ... .
COUNTY &STATE REQUIREMENT,.
l _
! OFFICE 2v1. _ .
rn
0
I PARKING -1. ..
T
1
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10. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACESC14{ ,
I . .. R=34.81.'. "... .•.'...'s.. . .•'.:, _: ... ;` ,:.+.: ,. ,
SHALL BE SEEDED AND STABLIZED PER SPECIFICATIONS. I .. : , .. . . . ( " . _ . : . • - ; '' `o . . .
I -'� - 'R o -
io
. �;: .
'
1.- . .. .
I ASPACES,1.%.
11. HANDICAP PARKING ACCESS AISLES & SIGNAGE SHALL BE PROVIDED BY
I
.
.
THE GENERAL CONTRACTOR AND INSTALLED PER FEDERAL. STATE AND LOCAL
20'R .'1. .. ... - .
5,0
F
I
REQUIREMENTS UNDER THE AMERICANS WITH DISABILITIES ACT ADA .STANDARD
_ _ . . -
R PENALTY TY .. ,. • .-
R7 8 RESERVED PARKING AND MAXIMUM EN L $2S0 NCGS 20.37.E SIGNS MUST BE - -,. - . _ ..•. .; .' ., . ,
. , . ... ,.. - - •.
00 ,..
g. n I -�
INSTALLED IN FRONT OF THE HANDICAP PARKING SPACES. VAN ACCESSIBLE SIGNS .. -
l _ ., - ' Q.
;.,
Y - _
MUST BE PROVIDED IN FRONT F THE VAN ACCESSIBLE SPACE, 1 ' O O E E.
_ .. i _ BASIN $ 1
_ 20.0 0
. . . - . . _. � - .. . . WASTEWATER SYSTEM
12. ALL TRAFFIC CONTROL DEVICES,PAVEMENT MARKINGS, SIGNS AN I _. .
,.
1.
GS, D SIGNALS SHALL . - . 30.00 TOP ELEV.=168.75
184.30'
BE DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE BOTTOM ELEV.=164.50
STANDARDS SET FORTH 1N THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC o TOP SURFACE AREA=21,418 SF
r� �~f �� FUEL TANK & ' p flPPRO . LOCATION BOTTOM SURFACE AREA=13,254 SF
CONTROL [JIwVIG1=S.
tAC WALLED ENCL05URE 1*.- CLEARING LIMITS
13. THIS PLAN INDICATES THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED �
AND/OR, RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR^� F,PRpx LOCATION C
RELOCATED ALL MISCELLANEOUS COMPONENTS NOT SPEOFICALLY INDICATED ON OF CLEARING W�II3S
THIS PLAN TO PROVIDE A CLEAN SITE FOR THE INSTALLATION OF THE NEW 5'R : . `
IMPROVEMENTS. " !'I
. .
14. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY MICHAEL TATE °-01' WATER TANK
PROFESSIONAL LAND SURVEYOR - FAYETTEVILLE, NC - [phone] I (20`00')
15. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES t -
WITHIN THE VICINITY OF THE CONSTRUCTION ACTIVITY SO AS TO PREVENT ROOT
SYSTEM DAMAGE. FENCING SHALL BE INSTALLED A MINIMUM OF 6-FT FROM BASE OF )i
TREES UNLESS OTHERWISE INDICATED. a I _z
y � 164.50
cr
k Il-
fl-
168.75
EY
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914 Hay Street ♦ Fayetteville, NC 28305
Voice:910-221-0033 ♦ Fax:[phone]
www.crawforddsn.com
All drawings, specifications and designs
prepared by Crawford Design Company
are instruments of service and shall
remain the property of Crawford De_-,;gl
Company_ The Owner or any ether
parties shall not use the work on this or
any project except by a proper agreement
and appropriate compensation.
CRAWFORD DESIGN COMPANY
r,COPYRIGHT 2007
MICHAEL TATE PROFESSIONAL
LAND SURVEYOR
3521 CLINTON ROAD
FAYMEVILLE, INC, 28312 1
Ph: [phone]
5 F A 1
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CONCRETE
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PLANT
OWNrR / CI IFNT
FAY BLOCK
MATERIALS
130 BUILDERS BOULEVARD
FAYETTEVILLE, NC 7 ;831? i
Phone: 910- - 323 9198
Fax: N/A
PROJFCT ©FTAIES
PROJECT MANAGER: FDC
DRAWN BY: ,ETC
APPROVED BY: FDC
PROJECT NUMBER: 07027
5HFF1 TMF
SITE PLAN
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AUGUST, 2007
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914 Hay Street ♦ Fayetteville, NC 28305
Voice:910-221-0033 ♦ Fax:[phone]
www.crawforddsn.com
All drawings, specifications and designs
prepared by Crawford Design Company
are instruments of service and shall
remain the property of Crawford De_-,;gl
Company_ The Owner or any ether
parties shall not use the work on this or
any project except by a proper agreement
and appropriate compensation.
CRAWFORD DESIGN COMPANY
r,COPYRIGHT 2007
MICHAEL TATE PROFESSIONAL
LAND SURVEYOR
3521 CLINTON ROAD
FAYMEVILLE, INC, 28312 1
Ph: [phone]
5 F A 1
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•y ATC / 12/04/0 / Ganged and added s.t� �-_;:i.� i
-.ri
and took out I,asin_
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CONCRETE
SERVICE COMPANY
PLANT
OWNrR / CI IFNT
FAY BLOCK
MATERIALS
130 BUILDERS BOULEVARD
FAYETTEVILLE, NC 7 ;831? i
Phone: 910- - 323 9198
Fax: N/A
PROJFCT ©FTAIES
PROJECT MANAGER: FDC
DRAWN BY: ,ETC
APPROVED BY: FDC
PROJECT NUMBER: 07027
5HFF1 TMF
SITE PLAN
SCAIr
HORZ:1" 30'
V L RT.: N/A
PA7F
AUGUST, 2007
SHFFT NUMRFR
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N/A
I/Q$$ Rd �-+ Q1'ag �N ALL AREAS AROUND THE BASIN INCLUDING SIDE SLOPES AND EMBANKMENTS REQUIRE CONTINUAL MAINTENANCE OF - f2/W- RIGHT OF WAY N/A
�N VEGETATIVE COVER AND TURF GRASS. ALL GRASS AND VEGETATION ASSOCIATED WITH THE BASIN SHALL BE MOWED AT THE OW,ERIOPERATOR OF THE WAST WATER FACILITY IS RESPONSIBLE FOR PROVIDING PROPER MAINTENANCE OF
p £$ Q THE AREAS IN AD AROUND THE BASIN FACILITY. THIS INCLUDES THE PROPER CONTROL OF VEGETATIVE GROWTH IN AND S - SANITARYWATERSEWER ---- 5 -
? � LEAST ONCE R MONTH DURING THE GROWING SEASON AND MAINTAINED AT REGULAR INTERVALS DURING NON�ROWING by --- WATER -- W -•-
VID 0 TIMES OF THE YEAR. ALL VEGETATION ASSOCIATED WITH THE BASIN SHALL BE PROPERLY MAINTAINED AND AROUND THE EABANKMENTS OF THE POND. IN NO CASE, SHALL TREES BE ALLOWED TO GROW IN THE POND, ON THE
SUPPLEMENTED WHEN NECESSARY IN ORDER TEi INSURE THERE IS AN ESTABLISHED, STABLE AND NON ERODIBLE BANKS. OR ALOIG THE ACCESS AND MAINTENANCE CORRIDORS AROUND THE FACILITY. THE AREA SHALL BE GRASSED - Sp - STORM DRAINAGE -SD ---
va BENCHMARK CO � SUPPLEME TED THE POND. WITH A SUITABLI BLEND OF GRASSES THAT PROVIDE EFFECTIVE GROUNDCOVER AND BANK STABILIZATION. ANY BARE N/A LIMITS OF CONSTRUCTION �-- '-mow-�
Spring Lake a? 1 I 1 SRB {CONTROL) q AREAS ON THE 13NKS OF THE POND SHOULD BE GRASSED AND MULCHED AS SOON AS POSSIBLE AFTER BEING IDENTIFIED. 123 ----- CONTOUR 23----
C ELEV.=165.50 IF THE AREA PEREST, THEN OTHER MEASURES MAY BE NECESSARY TOALLO+JV FOR THE GERMINATION OF ADEQUATE
a 1 I j �. EROSION CONTROL GROUND COVER. 1.LL VEGETATIVE GROWTH SHALL BE INSPECTED TO INSURE THAT IT DOES NOT INTERFERE WITH THE - x FENCE - x ---'-�
- I 1 i ANY AREA SUSCEPTIBLE TO EROSION SHOULD BE PROTECTED WITH A STURDY VEGETATED SURFACE. IFAN AREA OF STABILITY OR OPEIATION OF THE DETENTION POND, AND IFANY GROWTH PRESENTS A PROBLEM IT SHOULD BE REMOVED N/A TEMP. SEDIMENT FENCE -SF-
- I , 'D [ EROSION DEVELOPS, PROMPT REPAIR OF THE AREA SHOULD BE MADE TO INSURE THAT MORE SERIOUS DAMAGE DOES AS SOON AS POSSIBLE, NO PORTION OF THE WASTE WATER FACILITY SYSTEM WILL BE FERTILIZED AFTER THE FIRST N/A TEMP. DIVERSION BERM - DB --
�� N INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE VEGETATION. VEGETATION HEIGHT IN AND AROUND THE /
O 0 Uj 1 �s NOTOCCUR. NOT ONLY SHOULD THESE AREAS BE REPAIRED, BUT AN INVESTIGATION SHOULD BE MADE TO DETERMINE CURB & GUTTER
,S Ul u} I r 1ip I l- THE CAUSE AND ADDRESS WAYS TO PREVENT RE -OCCURRENCE OF THE PROBLEM. BASIN SHALL BE APPROXIMATELY SIX INCHES.
chimer Rd _A ra )A ,_3 . Is-- -� - a � CdNcr�1=TE
w-M c a` } 1 ` _`ffl 3, DEBRIS, LIT TER AND SEDIMENT REMOVAL O ASPHALT PAVEMENT ==
rt [ r_ 1 ` l � � 7' `� O MANHOLE N/A
_1% z r LITTER AND OTHER DEBRIS THAT COLLECT WITHIN THE POND AND ITS PERIMETER SHOULD BE CLEANED OUT AT N/A GRAVEL CONST. ENTRANCEi`
{ LEAST ONCE A MONTH TO INSURE THAT THERE IS NOT A POTENTIAL PROBLEM. ANY LARGE DEBRIS THAT MAKES ITS WAY NOTES:
SITE %I- � ` � � I ___�, � I - INTO THE BASIN SHOULD BE REMOVED IMMEDIATELY UPON BEING IDENTIFIED. IN REMOVING DEBRIS FORM THE BASIN N/A HANDICAP RAMP
I o I THOUGH, ADEQUATE SAFETY MEASURES SHOULD BE IN PLACE TO INSURE THAT NO PERSONNEL INVOLVED IN THE N/A TEMP. SEDIMENT TRAP
to k - PROJECT LIMITS �_ CLEANUP ARE PUT IN DANGER TRYING TO REACH THE DEBRIS FLOATING IN THE BASIN. 1. ALL STOR41 WATER CONVEYANCES ARE SHOWN
1 25. 50' an N/A RIP RAP PROTECTION
( � { 4 NJ 1'0.4'S9"Wqlmm SEDIMENT DEPOSITS IN THE POND SHOULD BE CLEANED OUT PERIODICALLY. GAUGE STAKES OR SEDIMENT DEPTH Ha CURB INLET f
I � 1 � ` 1 \ INDICATORS SHALL BE PLACED IN THE MAIN POND WITH HALF -FOOT INCREMENTS MARKED ON THEM THATWILL ALLOW FOR 2• NO INDUSTRIAL ACTIVITY OCCURS IN DRAINAGE AREA 2 N/A I'LARED END SECTION `
l THE EASY ASSESSMENT AS TO HOW MUCH SEDIMENT HAS ENTERED THE BASIN. THE STAKES SHOULD EXTEND AT LEAST N/A GRAVEL PARKING �;��.r��`,
'1.5' ABOVE THE BOTTOM OF THE BASIN ELEVATION, AND PLACED IN A LOCATION THAT CAN BE VIEWED EASILY FOR 3 AGGREGATE TO:.BE IIWETTEQ.lFOGGED 'USING WELL WATER. N/A CLEAN OUT •
V I C I N I T Y M A P � � � SEDIMENT MEASUREMENT. ONCE THE SEDIMENT HAS BUILT UP TO A DEPTH OF V FROM THE ORIGINAL BASIN ELEVATION.
� �� ( NOT TO SCALE) � I I � � THE SEDIMENT SHALL BE REMOVED BY SUITABLE MEANS AND DISPOSED OFF IN A DESIGNATED AREA � FIRE HYDRANT N/A
- ..F- I ` I } 1 . Bull-r �sv1�M .A CALCULADONS : Nl. ._ .
-` 4. DRAINAGE AREA "i - 2:15. .. 1MF'ER1li0US L� WATER VALVE N
I PROJECT AREA PHASE TWO: 1.26AC \0 4. MAINTENANCEOF BASIN
�t� If I! IMPERVIOUS AREA: 0.5.4AC a, DRAINAGE.AREA 2 = 1.26 AC (23% IMPERVIOUS) N/A WATER METER
C �0 N/A SACKFLOW PREVENTER
GRADING / EROSION CONTROL NOTES d 1 % DENSITY = D.54AC/1.26AC x 100 = 23% THE BASIN SHOULD BE INSPECTED ONCE AQUARTERAND WITHIN 24HOURSAFTEREVERYSTORMEVENTGREATER
'� T THAN 1 INCH OF RAINFALL TO INSURE THAT IT IS WORKING PROPERLY. ANY DEFICIENCIES FOUND DURING THIS N/A SIGNAGE __t+
a �Q LO 1n
, INSPECTION SHOULD BE REPAIRED AS SOON AS POSSIBLE TO INSURE THAT THE BASIN STRUCTURE FULFILLS ITS PRIMARY 6 STORM WATER DRIANAGE AREA 2 DISCHARGES VIA SHEET FLOW INTO N/A TOP OF CURB ELEVATION 4YT.tT
Q CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE (SEE SHT. C3, #1) ! � FUNCTION OF SEPARATING POLLUTANTS AND AGGREGATES FROM STORMWATER RUNOFF. OFF SITE R/W DRIANAGE DITCH. N/A FINISH CRADE Et EVATION
Q INSTALL SEDIMENT FENCE (SEE SHT. C3, #4) � _ � � ` /
1 BLK. & GRAV. INLET PROTECTION R
Q CONSTRUCT FLARED END SECTION (SEE SHT. C3, #6) � � � 11 � � � � ;_• INSPECTIONS N/A ❑CI
� 111 � / -� POWER POLE
Q CONSTRUCT SEDIMENTTRAP (SEE SHT. C3, ##8) l 4 � � / / THE BASIN SHOULD BE INSPECTED ONCE A QUARTER AND WITHIN 24 HOURS AFTER EVERYSTORM EVENT I� IRON STAKE LET N/A
Q INSTALL DIVERSION BERM (SEE SHT. C3, #10) t ` w o � GREATER THAN t INCH OF RAINFALL BY THE OWNER/OPERATOR, AND AT LEAST ONCE AYEAR, A DAM SAFETY EXPERT
11�D ' O TBM TEMPORARY BENCHMARK N/A
SHOULD INSPECT THE EMBANKMENT. THE OWNER OR AGENT SHALL KEEP INSPECTIONS, MAINTENANCE, NUISANCE A,pt� ? a ;dv1�- ,W_,iatea- � aT� TI sIz Doi &J e.,1�t's
�11 � {� / - t rn CONTROL OPERATIONS AND ANY OTHER PERTINENT INFORMATION CONCERNING THE BASIN. THIS INFORMATION SHOULD COnstfuction in accordance wkil these € ocj ; ;d 5 ; S.D. SETBACK N/A
1 � � I -I ` 1 a BE KEPT IN A KNOWN SET LOCATION FOR REFERENCE BY LOCAL GOVERNMENTAL OFFICIALS OR ANY OTHER PERSONNEL r8f4uired iay IhO SiOrmwster parmit. North C:;I-w, l � FFE FINISH FLOOR ELEVATION Ff E
1 kr I ', INVOLVED IN THE INSPECTION OFTHE BASIN. mIe& reWire that the star vvatEg 5ysisf,q d",S f., ;:,wr WAFER FLOW DIRECTION
1 / , fr�S t elltrs� arastnaoY€�r1; c rib# csaralc rrmiy i.j.,h t e NSA I
,i� 00 PROJECT AREA � Z plans dspecs;- -
GENERAL NOTES o II �1 UNDER PHASE TWO `� 1 � NI ?�0j �__ #� �i„_ -c,g �����
`O11�h� -. - i�iC OB�riSl t _ 0
71 � � �M ` AREA NOT TO BE 1 1 - �__., e-,.,-�:..___ m � s e C.. ,,gf1.va " _ It \
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 4 �,, NO INDUSTRIAL DISTURBED Sheet #-_,.�-�- - .-='='assl)r'�C,;rh plc � Ci `' � \
DIMENSIONS AT THE JOB SITE �i. CD - w w `\
I � 31 ACTT( U( iY 1 IT �. I � , it - - }
ALL ELEVATIONS SI 0VON ,ARE i REFERENCE TO THE 13ENC �"v,ARK AND MUST GE k _ � � \0 q� � -
, �Fp.._.=Fv-�x-_-.�_r�-�AF�-,.: F' ��� ._- L,-- `F� Ft: rp-- �e, �_.�r0 .��_ _ . r. --- - � { '
fERIFIED BY THE GENERAL CONTRACTOR. BENCHMARK IS A SET:REBAR LOCATED .11
NORTH EAST OF PROJECT SITE AND HAVING AN ASSUMED ELEVATION OF16u.50, � - �r --- F ---F F _` �- , - - C3. \. a, Q7 �
'\1 i 1 - o ro o-Sr, ��F.� u a ro��p \0 - - - TD__- _--..- m 40 'I
I Fp---�-f0 r� "- - --' _--
,, ro+ �- ro o _ �_
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS I 'C' =�% LDC-�-�-� �__�� �/y� 1 `+ + F � Fa Fo f \} �9 - -
I ` J i 1 ,��_-- VW-i1'Y� _ Fu - F::-� 9 rL'-�' J,�_...
OTHERIM SE NOTED. 1 1 6 I _ 1 �O lt)C- tAt; 4 = ��. �� ' _ - �- ,
4. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOG) SHOWN ON THE DRAWINGS IS � � � I� I -- 1 --- fi1�Y - �- _vF 68,9 _� _.- . ________­1__ g
. ..
TO DEFINE THE GENERAL AREA TO CONSTRUCT, INSTALL AND/OR MODIFY THE SITE 6 Ir ` t � GENERAL LOCATION 171.2 - -
, : ,.
1 I ... _ .'.. , . , 5` CO.NCR TE
OF SEPTIC SYSTEM 1 68 9 E
L..momIMPROVEMENTS. TYPICALLY, THE LOG WILL FOLLOW RIGHT-OF-WAY OR PROPERTY 1 �-�_
1 1 SUBSURFACE SANITARY .. .
SPILLWAY
I ti BY OWNER '� NEW SWALE ' '.. ,,
BOUNDARIES. HOWEVER FOR CLARITY PURPOSES THE LOC MAY BE SHOWN IN rT .* . • M BY . ,
,1 (1.. I SEWER SYSTEM _ ,
-�
:. -..
CERTAIN LOCATIONS FOR READABILITY PURPOSES. THE CONTRACTOR F2AGTOR S} iALL 1 • .OWNER, • . -
1
. 1 u8.75
i 7
CONTACT THE OWNER'S REPRESENTATIVE REGARDING QUESTIONS A TO THE
7fl.s
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A E ANY Q TI S 1 I
7
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EX LO ID THE OC OR TO BID D P R GI G I i
CT GAT N OF L PRI AN RIO TO BE NNW
f N
1
, -
6 IRLIRB
CONSTRUCTION. ALL ITEMS SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY I I / i
I ... DISCHARGE POINT:. _ :� ! - - 164.50 '� j
-11 FRO ECLAT ER
.
STATE NOT IN CONTRACT NIC SHALL BE INCLUDED IN THE BID COST INCLUDING y l - • • .: , ...... M R M . _ .. . - '
( } ti �N 4Z .
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C. - ..
03
ITEMS THAT MAY BE OUTSIDE THE LOC BOUNDARY. , • : - . ,: --... . I- - . . : :' . ,, . .. ` : ' . . - �- • N
o • _ .- .. . TRUCK. . _ , ; .. , .ru .
• ..
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DRAINAGE
-'1 _ _ _ ,4' _ - _
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WASH 'a
-, .
TI TI LIN HAVE E Cr I . ... 0J
5. LOCATIONS OF EXIS NG U CITY ES VE BEEN TAKEN FROM UTILITY RECORDS I ___� EA7. ... . •
R
11 0
_ - AGGR GATE
AREA 2
- _.- .., r
_•.
SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENE THE ---
___ .... . , : . _ •, • - . .. , , . _ - . :'' • : ••.:: ,,:.. � .-�.,: ,, , ... . ,•_ .:. ._ � .. _. _:; :_.. . ••- � . - • •-•:. _ STORAGE...::::: STORAGE _ ' � "r .� � . ,, ,,
1 l ..:.. .... _ _ f
-___- • . ':-...
TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE. LOCATIONS SHOWN ARE NOT t 1 ,� 69.6 = �A I i
1 _ `]r
.
.
. " .
L_---'�� i I • . - F1L BA 1 :.
GUARANTEED. DEVELOPERS OR CONTRACTORS SHALL NOT ONLY MAKE L R �'
A C O A •SI � I _ _
1 I I
LO5 do SEE© NG
, _ - � 169.10
SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES . _ '.:
IN `, CONVEYOR1. ��.-. _ ..
I
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1� I
WHICHMIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINE R LI S , E U ECO ID S O NE
I
1
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BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN. PRIOR TO ANY 1 ..
,•
1
1 68.
a
ACTIVITY O N t�
CONSTRUCTION ACT TY R EXCAVATION ON THE SITE THE GENERAL (!)
i
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N FY UTi I. 1.1.1. - CONTRACTOR SHALLOTI ALL CITY COMPANIES TO VERIFY AND/OR - ~'
�7
4 I
- P r -,
FIELD LOCATE THEIR RESPECTIVE UTILITIES THE NORTH CAROLIIVAONE CALL -
i
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,• :.4. '
CENTER- - 1- 00-632-4949 ALL DAMAGE INCURRED EXISTING I ES 1 CON{FtETE
NTE 8 DA E I RR O ISTI UTILITY LINES '� t , .
1 7 t .
� I OPEN AREA k,
1 1 L -
. . _ SPILLWAY
DURING CONSTRUCTION HALL E REP REPAIRED T THE GENERAL CONTRACTORS � I r1. .. ,
L
URINS B A A E NERA CON CT l b _
4 O f
If
1 4
[P n I r 1 L-40'
EXPENSE. 4 '
1, E
.. . CHARG NG CONVEYOR
a 11, ' 4 I I' , ... . - . : , ' LOADING CHAMBER , .
a I i! b _ _ - . . - - _ 6. ALL. WASTE MATERIAL SHALL BE LEGALLYDISPOSED OF OFF SITE. I - _
I ..
} SCROMitilEL fi9.9 3:1 s
1 I j > - -
� r 69. _ _j i : .
}
8 70.3 68.9
1 .. ,
I
` : 2418 `
_ -1. , �. C � RGIN �%.
7_ A FORMAL EROSION AND SEDIMENTATIONCO TRO E S UI F OR S CHARGING!'. OR f�RCONTROL PERMIT 1 REQUIRED D F THIS
•'CONVEYOR .
. .
SITE UNDER THE REGULATIONS F THE NORTH CAR LIN DEPARTMENT F1. i O H O A DE ARTM T O y
4
. TRUCK.. .. , . .
ENVIRONMENT AN NAT AL OU E5 D r1.
C1 NATURAL RESOURCES NC ENR .HOWEVER THE GENERAL 1 NEW
_. . .
caNc. TJCK
CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL ; OFFICE WASHOUT
I
. i
L LOADWG POIN
I . 170.1 fl .. T ,
REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT OF SEDIMENT OFF SITE � f% -- y�J
; V I 4
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a 7E1 I -- - - .. 69.9 �'.
DURING CONSTRUCTION INCLUDING THE PLACEMENT OF EROSION CONTROL - ICE 69.fi .
17T,05 . . .
MEASURES. ANY MEASURES REQUIRED SHALL BE INCLUDED IN THE BID COST
�\ f ( i
1
I _
WHETHER SPECIFICALLY INialCAT] D OR NOT. l -1. .. . , .
�T -
� 4 .. .
k •-, i': � I OFFICE . . , � 6" "URB -
. . .. . .. .
4 _ / .. ,.
�n .
8. ALL PARKING STRIPES SHALL BE 4" WIDE AND SHALL BE MARKED WITH STANDARD PARKING' __ ,
n --
170_85
. -
WHITE TRAFFIC PAINT. ALL ISLANDS AND TRAFFIC ARROWS HALL E MARKED H - 1 S B RK UVIT1. ..
STANDARD IT TRAFFIC PAIN
1
TAND D WHITE C T.
1
!� �
1 .D I G R. NA E
�� , I o
. 70. Q'
,
1 1 ..
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9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FAYFTEVILLE , CUMBERLAND Ci j I I - ,: : ' R 69.8 69.6
T , NEW FES-2 - 17D.88 . ... . . A E.. . ,
COUNTY & STATE REQUIREMENTS. I - , • . - . . - �'
I - _ i
- 0 INV.-165.39 _ . .
V t
t __ j -_ 70.2 . , _ . _ , , . . . ,
%I - ' _ ` ., ,
10_ DISTURBED ART_AS NOT COVr---RED BY ASPHALT OR O I HER IMPERMEABLE SURFACES ! I11
I . .1. - ., ,
.. . .
A P
t ! 1
h .
SHALL BE SEEDED AND ST BLIZED PER SPECIFICATIONS.
%69.8 _ "..
41.r.
cr�1
,. _
3 I 7 . , .
.. - - i l 1 . .
11 HANDICAP PARKING SPACES ACCESS AISLES & SIGNAGE SHALL BE PROVIDED BY J , .
i 69.4 _,...-
D.1
..
t.
17 .
THE GENERAL CONTRACTOR AND INSTALLED PER FEDERAL,STATE,ANC] CAL
-'
LOCAL
_
. I
REQUIREMENTS UNDER THE AMERICANS NS WITH DI5 . TLITI •, T � _ ...;� .. ... - . �
A AD ES ACT ADr . STANDARD AIVDARD
( ) 4
, ,
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R7-8 RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20.37.6 SIGNS MUST BE _ , . , . , . - , .
7fl.2 . _ G GATE''
INSTALLED IN FRONT OF THE HANDICAP PARKING SPACES. VAN ACCESSIBLE SIGNS ; 1
--, a STORAGE
.. , . - : FUE �ANK & .
- ._ -
IN ON T N ACCESSIBLE L T STORAGE
MUST BE PROVIDED FRONT OF HE VA CG BIBLE SPACE. .
�] %70.6 .. S R - - WALLED ENCLOStJ E
'�� �.. �- N
• \ _.
x• .. 7D.7
12. ALL TRAFFIC CONTROL DEVICES PAVEMENT MARKINGS SIGNS AN SIGNALS SHALL1.O ',
�t
D
}
-n.
BE DESIGNED INSTALLED AND MAINTAWED IN COMFORMANCE WITH THE Y rn
} `` \ �, cvi
STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC o �kcn• 171.50
f - �, r 70 o rn
CONTROL DEVICES. L It\ � \ ' ' , - . . "
a 1 i 1 JEC LIMITS. �, :r - 70,6 70.7 1 o B- I
I ���i PRO T z� • I'f
13. THIS PLAN INDICATES THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED i ,�_.� ' a'31"L
Ilk U? Y ,® �� 517`G LOC'.•.•�.- Loc
AND/OR, RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR ; �Lr ,� tiK- ', 127.0C`. \ -"`�"�>t -
RELOCATED ALL MISCELLANEOJS`COMPONENTS NOT SPECIFICALLY INDICATED ON{, �J I LOC
THIS PLAN TO PROVIDE A CLEAN SITE FOR THE INSTALLATION OF THE NEW I, �� � 70 7 BASIN --1 LCC �'
,` ., ', WASTEWATER R SYSTEM � ,
' ,�. s.4 WATER TANK TOP ELEV.=168.75
IMPROVEMENTS. OUTFACE
I (20`x3fl) 35 X 8 V�EIR
14. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY MICHAEL TATE /i' c i v ELL.-367.75
I I BOTTOM ELEV.=164.50 °
PROFESSIONAL LAND SURVEYOR - FAYETTEVILLE, NC -[phone] , , DRAIN AGE AREA 7fl.� 70.8 SURFACE AREA AT ELEV 167.75= 19,E+97 SF . m / .
15. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES I , I / B O'U N D A R Y .. TOP SURFACE AREA=21,418 SF
�; NEW FES-1 BOTTdM SURFACE AREA=13,254 SF
WITHIN THE VICINITY OF THE CONSTRUCTION ACTIVITY SO AS TO PREVENT ROOT m I - f INV.=165.75 r� k __ _ '
SYSTEM DAMAGE. FENCING SHALL BE INSTALLED A MINIMUM OF 6-FT FROM BASE OF �, �, \ - FORTR:ANS MODEL _
TREES UNLESS OTHERWISE INDICATED. } � C } I , -~ ---_ 5000-S 0€2 :5000-SK �:
1 - -
PH. ADJi3STMENT 1
l . i ( � 164.5Q
I } I, ' % 1�
a iI � 1
I I t,
o ; m N ! rr .� 168.75
a\ �e \0 / Q� . __ i
Y l _, � 1 f J , v ,.,_.� -- N I ~. I -i f • _ v ]f 4 "---`� 3r SF - ,
1 � t e? o ti i ` Q' _ �3`� a I �� _ C"x LOC •A- - U LOC�-�-^�-
MAINTENANCE & OPERATIONAL PLAN:
1. ROUTINE MAINTENANCE OF EMBANKMENTS
6. LANDSIAPING AND GROUNDS MAINTENANCE AND CONTROL
PROPERTY LINE
ADJACENT PROPERTY LINE
1 t
914 Hay Street ♦ Fayetteville, NC 28305
eoice: 910-221-0033 ♦ Fax: [phone]
www.crawforddsn.com
All drawings, specifications and designs
prepared by Crawford Design Company
are instruments of service and shall
remain the property of Crawford Design
Company. The Owner or any other
parties shall not use the work on this or
any project except by a proper agreement
and appropriate compensation.
CRAVVFORD DESIGN COMPANY
z, COPYRIGHT 2008
MICHAFL TATE PROFESSIONAL I
LAND SURVFYOR 1
3521 CLINTON ROAD
FAYETTEVILLF, NC, 28312
Ph: [phone]
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P i1011 ( - `iAN11 ,
BETE
CONC
SERVICE COMPANY
PLANT
OWNER ; CI IFNT
FAY BLOCK
MATERIALS
130 BUILDERS BOULEVARD
FAYFTTFVILLE, NC 28301
Phone: [phone]
Fax: N/A
PROOF CT ❑r1 Ali
PROJECT MANAGER:
FDC
DRAWN BY:
ATC
APPROVED BY:
FDC ':
PROJECT NUMBER:
07027 I
S H F F: 11 I 1 I
GRADING & EROSION
CONTROL PLAN
HORZ.:1" 30'
VERT.: N/A
DATE E
JANUARY 10, 2008 !;
SHFFI -NUMEr P
C2.0
OF 3
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- Existing GENERAL SYMBOLLEGENDProposed
1 ---^ 0— PROPERTY LINE N/A
1 ADJACENT PROPERTY LINE N/A
�� Q�r� aWr9 �N 1 iZ/}V-- RIGHT OF WAY N/A
-- S SANITARY SEWER --- ----- S`�y
W — WATER — W —
- S . . . -
SD --- STORM DRAINAGE ---SD —
_"44rvr�� ���� I . . . . . � . . . . . N/A LIMITS OF CONSTRUCTION --to('—
3 1 - —123— CONTOUR 23—
VICI NITY MAP
( N07 TO SCALE) .
GENERAL NOTES -
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL
DIMENSIONS AT THE JOB SITE.
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE.TO THE BENCHMARK AND MUST BE
VERIFIED BY THE GENERAL CONTRACTOR. BENCHMARK IS A SET REBAR LOCATED
NORTHEAST OF PROJECT SITE, AND HAVING AN ASSUMED ELEVATION OF165.50.
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS
OTHERWISE NOTED.
4. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS
TO DEFI NE THE GENERAL AREA TO CONSTRUCT, INSTALL AND/OR MODIFY THE SITE
IMPROVEMENTS. TYPICALLY, THE LOC W!LL FOLLOW RIGHT-OF-WAY OR PROPERTY
BOUNDARIES. HOWEVER, FOR CLARITY PURPOSES, THE LOC MAY BE SHOWN IN
CERTAIN LOCATIONS FOR READABILITY PURPOSES. THE CONTRACTOR SHALL
CONTACT THE OWNER'S REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE
EXACT LOCATION OF THE LOC PRIOR TO BID AND PRIOR TO BEGINNING
CONSTRUCTION. AL S SHOWN O THESE PLAN THAT DO NOT SPECIFICALLY
RUCT L ITEM N S
STATE 'NOT -IN -CONTRACT (NIC)' SHALL BE INCLUDED IN THE B1D COST, INCLUDING
ITEMS THAT MAY BE OUTSIDE THE LOC BOUNDARY.
LOCATION OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS
5. TIONS EX S ING
SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL THE
TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE. LOCATIONS SHOWN ARE NOT
GUAF�ANTE D. DEVELOPERS OR CONTRACTORS SHALL NOT ONLY MA
KE
E
SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES
WHICH MIGHTARISE BY REASON: E,4SON OF ENCOUNTERING UNRECORDED TINES OR LINE
S
BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN PRIOR TO ANY CONSTRUCTION ACTIVITY OR EXCAVATION ON THE SITE, THE GENERAL
TO V AND/OR
CONTRACTOR SHALL NOTIFY ALL UTILITYCOMPANIES VERIFY AN
FIELD -LOCATE THEIR RESPECTNE UTILITIES (THE NORTH CAROLINA ONE CALL
CENTER - 1 8130-632-4949). ALL DAMAGE INCURRED TO EXISTING UTILITY LINES
NTR.ACTO
DURING CONSTRUCTION SHALL BE REPA]RED AT THE GENERAL CO RS
EXPENSE. . 6. ALL WASTE MATERIAL SHALL BE. LEGALLY DISPOSED OF OFF -SITE. .
SEDIMENTATION CONTROL PERMIT IS RE .. .
7. A FORMAL EROSION ANDREQUIRED FOR THIS - ___
Q
SITE UNDER THE REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES (NCDENR). HOWEVER, THE GENERAL
D TO AND SHALL FOLLOW ALL LOCAL STATE AND FEDERAL
CONTRACTOR S REQUIRE REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT OF SEDIMENT OFF -
SITE
DURING CONSTRUCTION, INCLUDING THE PLACEMENT OF EROSION CONTROL
MEASURES. ANY MEASURES REQUIRED SHALL BE INCLUDED IN THE BID COST
WHETHER SPECIFICALLY INDICATED OR NOT-
8. ALL PARKING STRIPES SHALL BE 4' WIDE AND SHALL BE MARKED WITH STANDARD
WHITE TRAFFIC PAINT. ALL ISLANDS AND TRAFFIC ARROWS SHALL BE MARKED WITH
STANDARD WHITE TRAFFIC PAINT.
9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FAYETEVILLE , CUMBERLAND
COUNTY & STATE REQUIREMENTS.
10, DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES
SHALL BE SEEDED AND STABILIZED PER SPECIFICATIONS.
11. HANDICAP PARKING SPACES, ACCESS AISLES, & SIGNAGE SHALL BE PROVIDED BY
THE GENERAL CONTRACTOR AND INSTALLED PER FEDERAL, STATE, AND LOCAL
REQUIREMENTS UNDER THE AMERICANS WITH DISABILITIES ACT (ADA). STANDARD
R7-8 RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20.37.6 SIGNS MUST BE
INSTALLED IN FRONT OF THE HANDICAP PARKING SPACES. VAN ACCESSIBLE SIGNS
MUST BE PROVIDED IN FRONT OF THE VAN ACCESSIBLE SPACE.
12. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL
BE DESIGNED, INSTALLED AND: MAINTAINED IN COMFORMANCE WITH THE
STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
13. THIS PLAN INDICATES THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED
AND/OR, RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH ANDIOR
RELOCATED ALL MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON
THIS PLAN TO PROVIDE A CLEAN SITE FOR THE INSTALLATION OF THE NEW
IMPROVEMENTS.
14- SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY MICHAEL TATE
PROFESSIONAL LAND SURVEYOR - FAYETTEVILLE, NC - [phone]
15. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES
WITH] N THE VICINITY OF THE CONSTRUCTION ACTIVITY SO AS TO PREVENT ROOT
SYSTEM pAMAGE. FENCING SHALL BE INSTALLED A MINIMUM OF 6-FT FROM BASE OF
TREES UNLESS OTHERWISE INDICATED.
I-- X FENCE — X -•—
N/A TEMP. SEDIMENT FENCE — SF —
v a cQ 00 � N/A TEMP_ DIVERSION BERM — DJ3
y ` O a � n CURB & GUTTER
1 I � � I � � CONCRETE
O w
- cd r. W
�II \ M If t � + �[ �92 99! 4 � '0 �s r`� 0 ASPHALT PAVEMENT
y ! 9
�ui Qp L' i 16 I [o t - `��` �`_ � - --- --- �\ �I Wines @ MANHOLE N/A
I%1 o q T __ __ � I' CU � \ "I N /A GRAVEL CONST. ENTRANCE
- � ° I_ — , k I+�' — — n-� S 08'1 7'24" E _ � ; � — -_- _o - - — -n�'U \ �\- ' "I N/A
j �^+ o N/A HANDICAP RAMP
j1
\ 4 !- �- R 4 — ____, — — — — —. — � — _ 579, 84' _ ` a — V ro .o 4 I ° r� ro N/A TEMP. SEDIMENT TRAP
% I 1 I ° � _L � � _ ar -- .- _ --- \ \ ��-� a '° ,° ,°- N /A RIP RAP PROTECTION
I 4 ' i I y �- � + z \ \ \ 11 , \ \ . \\ \ \ - f CURB INLET
S I i i i I e \. \ � 1 \ . \ \ \ \ 1 \ m N/A FLARED END SECTION
I �i �� I I i \ I O \ � \ _ \ \ 1 1 , : N/A GRAVEL PARKING
I }I k�. I I i � o, ° \ \ cQ \ �i -�- L \ -1 > — - N/A CLEAN OUT
IQ III" Ill \ � a; 1 \ 1 sz \ 1 \ 1 -
l! 1
\ o m 1r '7' \ 1 1 �Y —--F}Re+pV-DRAW_
g ,d n��-n�;
I \ \ f c^�' ! \ � ` . %, 1 1 , WATER VALVE
vij , ) ,o ! a, \ ,: 1 1
1 4`1�1 /� / {- 7 •+. 1 [o j n � I ; I I N/A WATER METER
+ L IjI I / / 10 ` v -;�__ � ` � _�- I / i 1 ! � N/A BACKFLOW PREVENTER
} i III / ! 1 �11 ` \ `\ 'P. I I ! D N/A SIGNAGE
3 I � I i / C ! I J fi - \ \ 0 �� I \ � , NIA TOP OF CURB ELEVATION
iI it / a � � \\ 1 I ��• Q \ . \ ` , N/A FINISH GRADE ELEVATION
y [ / � � ro ~ � \ � cD In i O- , 10 1
I,n �' n` �� I I/ E ` j �T ` \ � �2 co I 1\ ; \ ` ry BLK. & cRA ET PROTECTION
�.
I
`O �' � _ � ! o . _`\ �9 I I I \\ �4J \\o ` IS$ IRON STAKE SET
1 + ` - -1 1 � n e 6 � I I ` \ \ \ : \ TAM TEMPORARY BENCHMARK
i 4S o
-� c9 l c9 \ SEi'BAGK
° (° ro-�ro�. ° -pro — O�j - _ - a — ar, — N , \ I \ S.B.
'° �0 — o...�.,�_ �.r �( o�.. �_._ °--ro -ro -� _ �.M. _. 'D "�� o \ ^ \ �\ \ \ \ \ o � A m FFB FINISH FLOOR ELEVATION
1 ' i l II I rw °�''- ro � 110'
�_�--u� \ -- —`° g °--� --w—.°�,a ro ro a �s - - - ` r \ \ _ \ —\ - \ ^ Q �O ui
1 �� �° \' � '��i 1 E I __-_-- a---� I 511124�I r� aae���-- .. 9 ---A- °I I � �,� .oi �" ° f � _°. '° ,a� �`
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i 1I � ' \ \` 1 t I I 1 1 I j \\ \\ t C ..x� P a si i t a e 1 i -> ---
I
i �� _-is � \ 1 169- ( (D _(D cD � n --R 00 \ \ C-' ? ` 0 �;_'/ fr.'
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1 }l i Il I! i 1 _7 Oi \ 1 164M I �• f I � I I O � \ \ t
I I I I�l l I. I \ � d cu / ISL75 I 11 I I I 1 `. � \ \ \ \
n `
10 Z
. � i. 'J% I Q \ - - l: -1 \ $ _ gm". ' 'n ' Q 1s9 =---�,-. I I� ! I I 1
\ (•) Sir ZU — — -f "6(Qt` _ �" '� ' �"_: r �_—y i I l i V 'D \�
g L F c \} \ +ro <r fm - - -a,� 1p I _ f 1 , - { � a �- % O
I �\ V \_� Vf_uy �� I I / \ �� (�) \ \ \ \ \ i \ \ I
IR � � $ � / �� •+ l \ \ \ 1 \ \_- \
6�__m� I I i I I t I I Co / i I t � _ " ?\ 1, \ \ \ \ \ � �S�, \ \ . \
} _�
_._�_ R��� } 1i ^I 1 �} It Iti 11 I I // �/ o 'i��/ 1` -- - \ \\\\\\\\_ ��OO��. \ -,\
-11 F 0" { o A A \
'� } � I � I � it c5\ 1I I F�''r � \ / / / �� o A� n � � /7 _— \ \ \ ` — -11, \ � 9/`
1 •:
�� _oi i� r�I �\ l I�" �� S19 ti I/ // �- �' q/ � _ `\\\ — \ 'O
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10 -
- - _\ '�_ \ __11 �9. 11 � � I '
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\ \ � n\+ n + ,6 � = / ^ + y -,I'-\ \ `5 1-0 % - -
\ \ CJ e� -+ ,n r - - - \� o / a o 6 r + � o / \ \ ` 11 (._ bA
\ \ `
r J o5 p � �. n / / 1 \ p o
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va
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' - - v o f 1, A _ 1 ��;
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& 4 ,,, a / _ _ - -' - N 08 17'24" W 874. 79' Total \ �_ � o 1,'i _ �,ol
N 1 � �`� I,* -I_ \1l \ \ 852.18` � ) I10
a _
I \ ��
] 1 _--— 1 \1 \ . (o
4 44 I
i !- a I � \ \ . / ?
6 1I \ ! \ � I i - � k a:
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+ ff i . f � 1 1 o 0 � `� � - /
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I � ice'
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f
.
10,
914 Hay Street ♦ Fayetteville, NC 28305
Voice: 910-221-0033 ♦ Fax: [phone]
•
www.crawforddsn.com
--N/A—
-
N
-
0
All drawings, specifications and designs
prepared by Crawford Design Company
-V_
are instruments of service and shall
m-.rr
remain the property of Crawford Design
rr.`
Company. The Owner or any other
TO
parties shall not use the work on this or
any project except by a proper agreement
N/A
and appropriate compensation.
N/A
N/A
CRAWFORD DESIGN COMPANY
FFE
(o COPYRIGHT 2008
I'A
MICHAEL TATE PROFESSIONAL
LAND SURVEYOR
3521 CLINTON ROAD
FAYETTEVILLE, NC, 28312
Ph: (910) 483--7387
S F A I
�Nl. 45isfIf};,I Dde
� Vk CAilfe ,.&
, .- - --V\��:� -
h
flu
OR, ���.�s�.,,.
�' �
:y i ZI
'g -.a
yYl . t 1 .1 EtEFi lff:42'�1
vV
``57J-5 Z04%��
J
L
!G
Ttd5
RFV1510NS
PROJECT NAMF
CONCRETE
SERVICE COMPANY
PLANT
OWNFR / CI IFNI
FAY P-11-OCK
MATEF.IALS
130 BUILDERS BOULEVARD
FAYETTEVILLE, NC 28301
Phone: [phone]
Fax: N/A
PROJFCT DFTA11 S
PROJECT MANAGER:
FDC
DRAWN BY:
ATC
APPROVED BY:
FDC
PROJECT NUMBER:
07027
SHFF -I III$ r
OVERALL PLAN
$CAI r-
H O RZ.: 111 = 50'
VLRT.: N/A
❑ATF
JANUARY 10, 2008
SHFFT NUMBFR
GRAPH IC SCALE
so 0 25 so 100 200
( IN FEET) CS 061
1 inch = 50 ft. or 3
. -- - -- — .._ -. - - ' `ti Ali + I' ' i
_
W7 "I
— . _
_ - — - ---- --- i- 4 -�_ }
j

Ex is tin
GENERAL SYMBOL tEGEND Proposed
®�
PROPERTY LINE
N/A
7N
AD.IACENT PROPERTY LINE
OF
N/A
Team jzd 0
(INN a1�9
-�--- R/yy—
RIGHT WAY
N/A
Q
S
SANITARY SEWER
— S —•--
Vass Rd
BENCHMARK
-- w --
WATER
-- IN —
Z
SRB (CONTROL)
SD
STORM DRAINAGE
—SD --•-
C�+
ELEV.=165.5Q
N/A
LIMITS OF CONSTRUCTION
4.0c_
-----5 2 3 —
CONTOUR
23—
Spring Lake
X
FENCE
X
a
`
N/A
TEMP. SEDIMENT FENCE
— SF
o
N/A
TEMP. DIVERSION BERM
— DB ---
1
CURB & GUTTER
Rd
cnkCRErE
�ter
ManLhc
0
ASP ENT
l
W.T
MANHOLE
N/A
GRAVEL CONSi.EkTRANCE
N/A
HANDICAP RAMP
SITE t-
N/A
TRIP- SEDIMENT TRAP
N/A
RIP RAP PROTECTOOI'!
f
CURBINLET
WEI
N/A
FLARED END SECTION
�
N/A
GRAVEL PARKING
—10,
- '�� : �'• _
VICI N ! T Y MAP
N/A
CLEAN OUT
e
( NOT TO SCALE)
4
4
FIRE HYDRANT
t4
i
HA
l
N/A
WATER METER
SITE NOTES
a
+
N/A
BACKFLOW PREVENTER
N/A
SIGNAGE
—�
INSTALL CONCRETE PAVEMENT
N/A
TOP OF CURB ELEVATION
YtT.tt
2 CONSTRUCT TURN -DOWN SIDEWALK (SEE SHT. C3, #2)
�
l
N/A
FINISH GRADE ELEVATION
INSTALL STRIPPING SHT. C3, #6)
N/A
BLK. & GRAV. INLET PROTECTION
10
(SEE
�
POWER POLE
INSTALL HANDICAP RAMP (SEE SHT, C3, #9)
Z.
°'
Iss
IRON STAKE SET
N/A
INSTALL 6' HIGH SOLID FENCE
TBM
TEMPORARY BENCHMARK
N
A
® INSTALL 6,, CURB (SEE SHT. C3, #3)
S.B.
SMACK
N/A
FFE
FINISH FLOOR ELEVATION
FFE
GENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL
DIMENSIONS AT THE JOB SITE.
r, w
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE
VERIFIED BY THE GENERAL CONTRACTOR. BENCHMARK IS A SET REBAR LOCATED
NORTHEAST OF PROJECT SITE, AND HAVING AN ASSUMED ELEVATION OF165.50.,
51.
MUST BE PROVIDED IN FRONT OF THE VAN ACCESSIBLE SPACE.
,� I - -:. .• ,. 7
x.
. • . ,. .. ... .... . o , .. :. .,, .
' :.
:.12Q.OQ'
BASIN B-1
_
1
WASTEWATER SYSTEM
12.
ALL TRAFFIC CONTROL DEVICES PAVEMENT MARKINGS SIGNS AN D SIGNALS SHALL
1 -
-_' ti -
.0Q' �
3 0
i•8 4.30
TOP ELEV_-158.75
BOTTOM ELEV.-164.50
BE DESIGNED, INSTALLED AND MAINTAINED IN COMFORMANCE WITH THE
o
TOP SURFACE AREA=21,418 SF
STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC
a
4 ���
BOTTOM SURFACE AREA=13,254 SF
CONTROL DEVICES.
a o
o
APPROX. LO CAT10N
I - FUEL TANK &
O
OF CLEARING LIMITS
13.
THIS PLAN INDICATES THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED
r--•�1�~��~
i
f WALLED ENCLOSURE
ANDIOR, RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR
ON
`' p �C�^ AppROX. LOCATION
LIMITS
RELOCATED ALL MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED
5'R OF CLEARING
THIS PLAN TO PROVIDE A CLEAN SITE FOR THE INSTALLATION OF THE NEW
IMPROVEMENTS.
I:.fl
34.00' .
e
In
EOC�
14.
SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY MICHAEL TATE
`
c
WATER TANK
PROFESSIONAL LAND SURVEYOR - FAYETTEVILLE, NC - [phone]
1
(20'00')
15.
CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES
F 4
WITHIN THE VICINITY OF THE CONSTRUCTION ACTIVITY SO AS TO PREVENT ROOT
11
SYSTEM DAMAGE. FENCING SHALL BE INSTALLED A MINIMUM OF 6-FT FROM BASE OF
s
TREES UNLESS OTHERWISE INDICATED.
1
z_
l
J
164.50
F
11
o ,
168.75
j
I
914 Hay Street ♦ Fayetteville, NC 28305
Voice: 910-221-0033 ♦ Fax: [phone]
www.crawforddsmoom
All drawings, specifications and designs
prepared by Crawford Design Company
are instruments of service and shall
remain the property of Crawford Design
Company. The Owner or any other
parties shall not use the work on this or
any project except by a proper agreement
and appropriate compensation.
CRAWFORD DESIGN COMPANY
:COPYRIGHT 2007
MICHAEL TATE PROFESSIONAL
LAND SURVEYOR
3521 CLINTON ROAD
FAYETTEVILLE, NC, 28312
Ph: [phone]
S F A I
. 4
F •
Ali D
RFVISIONS
A.ATC / 12/04/07 Changed �uiidingsize- Shilt�d
parking, sidewalk, and now bu'olding dawn 'J
Added basin and 6" curb.
ATC / 12,''04,, j C!3a:r=e' and added
Z\__ — — —
and took out basin.
PRO]iCI NAMF
CONCRETE
SERVICE COMPANY
PLANT
OWNFR / CI IFNT
FAY BLOCK
MATERIALS
130 BUILDERS BOULEVARD
FAYETTEVILLE, NC 28301
Phone: [phone]
Fax: N/A
PROIFCT DFTAIIS
PROJECT MANAGER: FDC
DRAWN BY: ATC
APPROVED BY: FDC
PROJECT NUMBER: 07027
,1Ciii�IQI
SITE PLAN
SCAI F
HORz.: 1 = 30'
V E RT.: N/A
D ATF
AUGUST, 2007
SHFF'I NLIMBFR
Cl
0
e
OF 3

Q
��
TP Rd
f
Kass:Rd:: �-�
7 �O-
Spring Lake
W. AA¢nc ater R ;
g
-.
SITE =
le
VICINITY MAP
( NOT TO SCALE.)
GRADING / EROSION CONTROL NOTES
MAINTENANCE & OPERATIONAL PLAN:
1. ROUTINE MAINTENANCE OF EMBANKMENTS
6. . LANDSCAPING AND GROUNDS MAINTENANCE AND CONTROL
DN
LL AREAS AROUND THE BASINSIDE AND EMBANKASSOCIATEDREQUIRE MAINTENANCE
IN
Eg Qd I (31'aD
ALL GING
BASS AND LOPES
VEGETATIVE COVER AND TURF WITH ECONTINUAL
BASIN SHALL BE AT
THE OWNERIOPERATOR OF THE WAST WATER FACILITY IS RESPONSIBLE FOR PROVIDING PROPER MAINTENANCE OF
LEAST ONCE A MONTH DURING THE GROWING SEASON AND MAINTAINED AT REGULAR INTERVALS DURING NON -GROWING
THE AREAS IN AND AROUND THE BASIN FACILITY. THIS INCLUDES THE PROPER CONTROL OF VEGETATIVE GROWTH IN AND
TIMES OF THE YEAR. ALL VEGETATION ASSOCIATED WITH THE BASIN SHALL BE PROPERLY MAINTAINED AND
AROUND THE EMBANKMENTS OF THE POND. IN NO CASE, SHALL TREES BE ALLOWED TO GROW €N THE POND, ON THE
BENCHMARK CO
SUPPLEMENTED WHEN NECESSARY IN ORDER TO INSURE THERE IS AN ESTABLISHED, STABLE AND NON -ERODIBLE
BANKS, OR ALONG THE ACCESS AND MAINTENANCE CORRIDORS AROUND THE FACILITY. THE AREA SHALL BE GRASSED
ti
SURFACE AROUND THE POND.
WITH A SUITABLE BLEND OF GRASSES THAT PROVIDE EFFECTIVE GROUNDCOVER AND BANK STABILIZATION. ANY BARE
- I I I SRB (CONTROL) �
� O
-
AREAS ON THE BANKS OF THE POND SHOULD BE GRASSED AND MULCHEDASSOON AS POSSIBLE AFTER BEING IDENTIFIED.
1
ELEV.=165.50 r
�
2. EROSION CONTROL
IF THE AREA PERSIST, THEN OTHER MEASURES MAY BE NECESSARY TO ALLOW FOR THE GERMINATION OF ADEQUATE
I ,
GROUND COVER. ALL VEGETATIVE GROWTH SHALL BE INSPECTED TO INSURE THAT IT DOES NOT INTERFERE WITH THE
i
�
ANY AREA SUSCEPTIBLE TO EROSION SHOULD BE PROTECTED WITH ASTURDY VEGETATED SURFACE. IFAN AREAOF
STABILITY OR OPERATION OF THE DETENTION POND, AND IF ANY GROWTH PRESENTS APROBLEM IT SHOULD BE REMOVED
C3 �4� i - 1 �
EROSION DEVELOPS, PROMPT REPAIR OF THE AREA"•, SHOULD BE MADE TO INSURE THAT MORE SERIOUS DAMAGE DOES
AS SOON AS POSSIBLE. NO PORTION OF THE WASTE WATER FACILITY SYSTEM WILL BE FERTIL4;EDAFTER THE FIRST
11 N O -
U) Ll l 4 IK \
NOT OCCUR. NOT ONLY SHOULD THESE AREAS BE REPAIRED, BUTAN INVESTIGATION SHOULD BE MADE TO DETERMINE
THE CAUSE AND ADDRESS WAYS TO PREVENT RE�•OCCURRENCE OF THE PROBLEM
INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE VEGETATION. VEGETATION HEIGHT IN AND AROUND THE
BASIN SHALL BE APPROXIMATELY SIX INCHES.
0 CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE (SEE SHT. C3, #1)
Q INSTALL SEDIMENT FENCE (SEE SHT. C3, #4)
CONSTRUCT FLARED END SECTION (SEE SHT. C3, #f5)
CONSTRUCT SEDIMENT TRAP (SEE SHT. C3, #8)
0 INSTALL DIVERSION BERM (SEE SHT. C3, #10)
GENERAL NOTES
Lf7 o ._, t_�;5_
�y. .
{0 FQ ---- IP1 ' ` �D3. DEBRIS, LITTER ANID SEDIMENT REMOVAL
i; 1
I � � 1 � l + LITTER AND OTHER DEBRIS THAT COLLECT WITHIN THE POND AND ITS PERIMETER SHOULD BE CLEANED OUTAT1 LEAST ONCE A MONTH TO INSURE THAT THERE IS NOT A POTENTIAL PROBLEM. ANY LARGE DEBRIS THAT MAKES ITS WAY NOTES:C� \ � �0) � j�_,
- INTO THE BASIN SHOULD BE REMOVED IMMEDIATELY UPON BEING IDENTIFIED, IN REMOVING DEBRIS FORM THE BASIN
m q) I � 1 �� THOUGH, ADEQUATE SAFETY MEASURES SHOULD BE IN PLACE TO INSURE THAT NO PERSONNEL INVOLVED IN THE
k i PROJECT LIMITS -, CLEANUP ARE PUT IN DANGER TRYING TO REACH THE DEBRIS FLOATING IN THE BASIN. 1. ALL STORM WATER CONVEYANCES ARE SHOWN
. � � � � 9 25-5Q'.
I 1 l I�it i'44'59"W l SEDIMENT DEPOSITS IN THE POND SHOULD BE CLEANED OUT PERIODICALLY. GAUGE STAKES OR SEDIMENT DEPTH 2 NO INDUSTRIAL ACTIVITY OCCURS IN DRAINAGE AREA 2
1 4 t� . } 1 INDICATORS SHALL BE PLACED IN THE MAIN POND wMTH HALF -FOOT INCREMENTS MARKED ON THEM THAT WILL ALLOW FOR
1 S THE EASY ASSESSMENT AS TO HOW MUCH SEDIMENT HAS ENTERED THE BASIN- THE STAKES SHOULD EXTEND AT LEAST
° 4 1,S' ABOVE THE BOTTOM OF THE BASIN ELEVATION, AND PLACED IN A LOCATION THAT CAN BE VIEWED EASILY FOR
4 � �t \ SEDIMENT MEASUREMENT" ONCE THE SEDIMENT HAS BUILT UP TO A DEPTH OF V FROM THE ORIGINAL BASIN ELEVATION. 3- AGGREGATE TO BE WETTED (FOGGED) USING WELL WATER.
I � i ` THE SEDIMENT SHALL BE REMOVED BY SUITABLE MEANS AND DISPOSED OFF IN A DESIGNATEDAREA.
4 -
s I �I 1 � 4. DRAINAGE AREA 1 = 2.15 AC (100% IMPERVIOUS)
PROJECT AREA PHASE TWO; 1,26AC . _� 4- MAINTENANCE OF BASIN
" IMPERVIOUS AREA: D.54AC rr+ DRAINAGE AREA 2 = 1.2E AC (23% IMPERVIOUS)
a ��U) !! � % DENSITY = 0.54AC/1.26AC X 100 •= 23%` THE BASIN SHOULD BE INSPECTED ONCE A QUARTER AND WITHIN 24 HOURSAFTER EVERY STORM EVENT GREATER
k � c ,� � I \ I
+ THAN 1 INCH OF RAINFALL TO INSURE THAT IT 15 WORKING PROPERLY. ANYDEFICIENCIES FOUND DURING THIS 5. STORM WATER DRiANAGE AREA 2 DISCHARGES VIA SHEET' FLOW INTO
wT Lr; - [� � / INSPECTION SHOULD BE REPAIRED AS SOON AS POSSIBLE TO INSURE THAT THE BASIN STRUCTURE FULFILLS ITS PRIMARY
\O ] FUNCTION OF SEPARATING POLLUTANTS AND AGGREGATES FROM, TOR WATER RUNOFF" OFF SITE R/W DRIANAGE DITCH.
S Tf 1 I� I y /, o � 5- INSPECTIONS
r l 1 THE BASIN SHOULD BE INSPECTED ONCE A QUARTER AND WITHIN 24 HOURS AFTER EVERYSTORM EVENT
� 4 .
1 ��0 � o ` O GREATER THAN 1 INCH OF RAINFALL BY THE OWNERIOPERATOR, AND AT LEAST ONCE AYEAR, A DAM SAFETY EXPERT
k 4 J t SHOULD INSPECT THE EMBANKMENT. THE OWNER OR AGENT SHALL KEEP INSPECTIONS, MAINTENANCE, NUISANCE
a 1 k {rn ` I rn CONTROL OPERATIONS AND ANY OTHER PERTINENT INFORMATION CONCERNING THE BASIN. THIS INFORMATION SHOULD
}}l 1 4 , � -4 BE KEPT IN A KNOWN SET LOCATION FOR REFERENCE BY LOCAL GOVERNMENTAL OFFICIALS OR ANYOTHER PERSONNEL -
I � tr � 1 rr INVOLVED IN THE INSPECTION OF THE BASIN.
� / '! � r.
o Ln .
' � PROJECT AREA
co �>� !` UNDER PHASE TVVO
U? !�
',p \0 �M - -I AREA NOT TO BE �,
1: THE GENERAL- CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL � `O �, NO INDUSTRIAL DISTURBED
DIMENSIONS AT THE JOB SITE. R' •
1 ACTIVITY � � c cn
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARKAND MUST BE k ` � � I \0 a, ti -
VERIFIED BY THE GENERAL CONTRACTOR. BENCHMARK IS A SET REBAR LOCATED I -"- =!_1 Fa- o F°-_-F�_ -F° ,�"F° _ f _I M ---` (u
ra_.. ° FG T I V r
NORTHEAST OF PROJECT SITE, AND HAVING AN ASSUMED ELEVATION OF165.50. I I ,p FO--{g F° F° O��F �_, ___` �-
l �\ F F°-�..-F3�� - FO F \ t_ ._- __ - iT,
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS � I � Lac-
� + °'� FO IC+ - FQ -- \rl�
OTHERWISE NOTED. y } �� -_ I t�`_�_ � iLoc f ��� --- .__ F_,.�_
1 __
i - l i 'S � 6 - l - - - -- 1 9 70 - - LAC LAC-- Lac Lac- floc
4. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS s �, � 1 € 1 '� - .. -__ - SF -
TO DEFINE THE GENERAL AREA TO CONSTRUCT, INSTALL AND/OR MODIFY THE SITE 1 �'I I GENERAL LOCATION 171.2 -
O of SEPTIC SYSTEM N -
• r
iMPROVEMENTS. TYPICALLY THE LOC WILL FOLLOW RIGHT-OF-WAY OR PROPERTY I
1 Stl13SCtF2t ACE SANITARY' .
I --
I BY INNER 1. n
��
D
THE LOC MAY BE SHOWN INi.1 { ) 6".
BOUNDARIES. HOWEVER FOR CLARITY PURPOSES HO _,�� .� :S
EWER SYSTEM BY
l C�
1 ,
i
Existing
�F----
- R/W-
- 5
W --
SD ------
N /A
--123
- X -
N /A
N/A
0
N/A
N/A
N/A
N/A
f
N/A
N/A
Iq
14
N/A
N/A
N/A
N/A
N/A
N/A
ISS
.TBM
S.B-
FFE
N/A
GENERAL SYMBOL LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT OF WAY
SANITARY SEWER
WATER
STORM DRAINAGE
LIMITS OF CONSTRUCTION
CONTOUR
FENCE
TEMP. SEDIMENT FENCE
TEMP. DIVERSION BERM
CURS & GUTTER
CONCRETE
ASPHALT PAVEMENT
MANHOLE
GRAVEL CONST. ENTRANCE
HANDICAP RAMP
TEMP. SEDIMENT TRAP
RIP RAP PROTECTION
CURB INLET
FLARED END SECTION
GRAVEL PARKING
CLEAN OUT
FIRE HYDRANT
WATER VALVE
WATER METER
BACKFLOW PREVENTER
SIGNAGE
TOP OF CURB ELEVATION
FINISH GRADE ELEVATION
BLK_ & GRAV. INLET PROTECTION
POWER POLE
IRON STAKE SET
TEMPORARYBENCHMARK
SETBACK
FINISH FLOOR ELEVATION
WATER FLOW DIRECTION
Proposed
NIA
N/A
N/A
-S-
-W-
-So -
�i^'-
-123--
-SF
- DB -
N/A
m
10.
N/A
?"_.t7
44_
0
N/A
N/A
N/A
FFE
CERTAIN LOCATIONS FOR READABILITY PURPOSES. THE CONTRACTOR SHALL � I I, I� 1 � I A"ER. � + '. - . : , �F,B 7 i
1.•; 1fl.1 5._... __'
CONTACT THE OWNER'S REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE y i ! Ci - 170.1 _ -
C E � I 1 1.y; i� .
1 -. ,
I _
I M :.
EXACT LOCATION OF THE LOC PRIOR TO BID AND PRIOR TO BEGINNING -. .� `• 4
T LOC P I I - ,
!
s
I' I �
CONSTRUCTION. ALL ITEMS SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY t DISCHARGE F'OtI�T
a 1 164,50
I1.1 �1
FROM ECLAIME
IN THE BID COST INCLUDING R R
STATE 'NOT IN CONTRACT NIC 'SHALL BE INCLUDED D I 1 � • � • •.. � '
L{
I'll
t3 r Ln
I
o� l I _
T T MAY BE OUTSIDE HE LOC BOUNDARY-
�r
I
ITEMS THAT U IDE T�
o TRUCK'
. .
:r i
f15
I: I � �
�" I
--,
,: DRAINAGE
I
_- - ,
ti - r�
TAKEN FROM T RECORDS o. -
5. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN EN 0 UTILITY I
A
REA
--'I1. AGGREGATE
_ - AGGREGATE' o
I -
I
`ti' -
AREA 2
T �` _
NTED BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL HE
SUPPLEMENTED ELD __�.
5TORAG E `STORA .Ci
i _� --
� GE r�
l
-- - --- I -
7 s_6 -- I i
,� �,yy - •.-, .
UNDERGROUND TIES NOW I N SERVICE. LOCATIONS SHOWN ARE NOT � � 1 ___--- _ 1 . .: - _ ..: -, . . :.:..:.. - ..: , _:.... _, ,::.... -.. ,...... ,.. ... -:. - ..:�., ..,. .:., . F _ ...,.�:. s : _ -- :.: :.. _....�..
TYPE OF u UND FACILITIES i _ ,1.1 I
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CONTRACTORS SHALL NOT ONLY MAKE GUARANTEED DEVELOPERS OR SILOS BSc �`EEDINc
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SUBSURFACE INVESTIGATIONS - • .Y
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WHICH MIGHT ARISE BY REASON OF ENCOUNTERING U ICED LINE 1, i .. G !G
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BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN. PRIOR TO ANY I 1
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SITE, THE GENERAL . .
CONSTRUCTION ACTIVITY OR EXCAVATION ON THE S U?
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CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO VERIFY AND/OR I �: I
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FIFE ATE THEIR RESPECTIVE UTILITIES THE NOR H ,,AROLINA ONE I i
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- INES � rl . 1 _ CON-CFiETE � -
C - -800 632-4949 . ALL DAMAGE INCURRED TO EXISTING UTILITY L
ENTER 1 !
`` r N� it 70.$
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D CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTORS b -
URING GO - O ..
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EXPENSE. I , _
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MATERIAL LEGALLY DISPOSED OF OFF -SITE. I 1` .
6. ALL WASTE E L SHALL BE
n 1 L � _ SCROMMEL 68.9 3:1 1
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69.8 70.3 . S8, 9
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PERMIT IS REQUIRED FOR THIS
CHA GIN
7- A FORMAL EROSION AND SEDIMENTATION CONTROL Q
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O INA T OF � � _ _
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SITE UNDER THE REGULATIONS OF THE NORTH CAR L DEPARTMENT a O I I - ,
.- 1 _ ��' TRUCK��;.
E HOWEVER THE GENERAL I N W ENVIRONMENT AND NATURAL RESOURCES NCDENR E -
_ 7I _ TRUCK _Z I
CONC tn,:
! r - :<': WASHOUT ' : 11
ALL LOCAL STATE D FEDERAL OFFICE _
CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW AN .
LOADING POINT .- •��;�.1.I 170.1 .
N T SIGN AND THE TRANSPORT OF SEDIMENT OFF SITE
REGULATIONS 0 MINIMIZE ERO E Ch 1
r FFE, S 9.9
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DURING CONSTRUCTION INCLUDING THE PLACEMENT OF EROSION CONTROL - : �; pa _ .
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171.05 -� ,Z .. 1. � � _. , I.. ,� . . �,
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MEASURES. ANY MEASURES REQU -D SHALL BE IN
�-�[� i . .. _ -
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WHETHER SPECIFICALLY INDICATED OR NOT. �1. . _ . ... ,. ,
OFFICE . . €
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NG STRIP E 4' WIDE AND SHALL BE MARKED WITH STANDARD PARKING.
8. ALL PARKING ES SHALL B i I I , ! 7 -
1
170.85 .
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ISLANDS AND TRAFFIC ARROWS SHALL BE MARKED WITH cv1.I% i
11.
WHITE TRAFFIC PAINT. ALL G
STANDARD WHITE TRAFFIC PAINT, u+ , I. y ;•' - .
DRAINAGE
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9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FAYETEVILLE , CUMBERLAND >T , .
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AREA 1�.� :;9s I
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COUNTY &STATE REQUREMEN S. {
_ �. IINV. ,65.33
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E YASPHALTOR OTHER IMPERMEABLE SURFACES 1 � I 1 -
10. DISTURBED AREAS NOT COVERED B
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I 70.10 . _
P SPECIFICATIONS. _
SHALL BE SEEDED AND STABLIZED PER SPEGIFICATI 65.8
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11. HANDICAP PARKING SPACES ACCESS AISLES & SIGNAGE SHALL BE PROVIDED BY I I l^� .. .. . o �. •
I 69.4 - - . .
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RA AND INSTALLED PER FEDERAL STATE AND LOCAL l
170.1 .
THE GENERAL CONTRACTOR A .
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ACT ADA .STANDARD l 1..:
REQUIREMENTS UNDER THE AMERICANS WITH DISABILITIESt E;QUIREM( ) 69.7 : - •-• - - .. 'b• _ j i
L I n, . .
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- RESERVED PARKING AND MAXIMUM PENALTY 250 NCGS 20.37.E SIGNS MUST BE ti . ' - : . .. -
R7 8 RESE $ i I .. , _. ,4GGF2EG,4TE • . 5
7 _ _ __ AGGREGA
IN R �E "'ANDICAP FARKiNO S ACES. VAN ACCESSIBLE SIGNS - 4 ,I'
INSTALLED F ONT Gr TI r ! STOI.AGE
t 1 LJEL TANK & . , . _
ST R CI AGE
F THE N ACCESSIBLE SPACE. . � ' _ . .. - , . ,
MUST BE PROVIDED IN FRONT O E VAt-: .
I 5 R - ... •WALLED ENCLO LI -. 70.E
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I SIGNALS SHALL
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I C 5 PAVEMENT MARKINGS SIGNS, AND G
12. ALL TRAFFIC CONTROL DEVICE •,>`� :o; � -
-ri . _ tip
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BE DESIGNED INSTALLED AND MAINTAINED IN COMFORMANCE WITH THE
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STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC � o �. - 71.5© � o `T 1 �1 , I
rn . f 7© rn
CONTROL DEVICES. - k } �, �-' 7Q.6 - � o -
�w c7 - EGT fJM! fS.r 70.7 r� B i
13- THIS PLAN INDICATES THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED 4 37"�--.-�`� j
AND/OR, RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR k � CLi ® 5�12� 00 \ = t11C�--�- �
RELOCATED ALL MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON rAn
THIS PLAN TO PROVIDE A CLEAN SITE FOR THE INSTALLATION OF THE NEW \ 70 7 BASIN B-1 ��� I �v,
��
IMPROVEMENTS. � 6g 4 WATER TANK WASTEWATER SYSTEM ! OUTFALL
k ` _� (20 00') TOP ELEV.=I fi8.75 I is, X Sf WEIR
14. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY MICHAEL TATE � - 70 $ B©TTOM ELEV.-1 fi4.50 u, ALE•-167'7
PROFESSIONAL LAND SURVEYOR - FAYETTEVII_LE, NC - [phone] l DRAINAGE AREA 7©.a SURFACE AREA AT El_EV 167.75- 19, 47 SF
I TREES
I BOUNDARY \ TOP SURFACE AREA=21,418 SF
5 TOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL N W 1 CONTRACTOR E FES-1
1
WITHIN THE VICINITY OF THE CONSTRUCTION ACTIVITY SO AS TO PREVENT ROOT F, I INV.=165.75 i` ,, _ BOTTOM SURFACE AREA=13,254 SF
SYSTEM DAMAGE. FENCING SHALL BE INSTALLED A MINIMUM OF 6-FT FROM BASE OF � , I , i ` ~ 1 !f FORTRANS MODEL J-1
TREES UNLESS OTHERWISE €NDICATED- } _ I i /I I _ 5000-5 OR 5000-- -
` § y � \ .. 1 PH ADJUSTMENT
w � / o -I -
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4`tl ,I �� +� �, 164.50
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, ] R Q `147;+ 0 � - � `�u 168.75
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___^'I GRAPH IC SCALE
914 Hay Street ♦ Fayetteville, NC 28305
Voice:910-221-0033 ♦ Fax:[phone]
www.crawforddsn.com
All drawings, specifications and designs
prepared by Crawford Design Company
are instruments of service and shall
remain the property of Crawford Design
Company. The Owner or any other
parties shall not use the work on this or
any project except by a proper agreement
and appropriate compensation.
CRAWFORD DESIGN COMPANY
c�COPYRIGHT 2008
MICHAEL TATE PROFESSIONAL
LAND SURVEYOR
352`I CLINTON ROAD
FAYETTFVILLE, NC, 28312
Ph: [phone]
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AIC / 12;C34/07 / Aduz-d I an r :i2,-
contours.
//,��\ ATC / 1110/08 Changed d as ._;:g,--_ ,fr.., ;
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d rant .
PROM f-T NAMI
CONCRETE
SERVICE COMPANY
PLANT
I
OWNER CI II NT mm
FAY BLOCK
C
I
MATERIA[-S
130 BUILDERS BOULEVARD
FAYETTEVILLF, NC 28301
Phone: [phone]
Vax: Nj,A
PROJFCT OF] All 5
PROJECT MANAGER: FDC
DRAWN BY: ATC
APPROVED BY: FDC I
PROJECT NUMBER: 070?`
SHfIT 1171f
GRADING & EROSION
CONTROL PLAN
SCAI F T
HORZ.- 1' 30
VERT.: NA
DAIF
i
JAN UARY 101, 2008
SHFFT NUMBFR
C2,50
Of 3
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