20151258 Ver 1_More Info Received_20151209

From:Diebolt, Linda <[e-mail]>
Sent:Wednesday, December 09, 2015 2:25 PM
To:Strickland, Bev
Subject:RE: DWR# 151258 - Terrible Creek WTP
Attachments:ESC Drawings.pdf
Beverly,

Attached is the requested file. Please let me know if you have any questions, etc.

Have a great day,

Linda

Linda Diebolt

Senior Principal Scientist | HAZEN AND SAWYER
4011 WestChase Boulevard, Suite 500, Raleigh, NC 27607
919 833-7152 (office) | 919 863-9256 (direct) | 919 906-1775 (cell)

[e-mail] | hazenandsawyer.com

From: Strickland, Bev \[mailto:[e-mail]\]
Sent: Tuesday, December 08, 2015 9:15 AM
To: Diebolt, Linda <[e-mail]>
Subject: DWR# 151258 - Terrible Creek WTP

Ms. Linda,

Can you send me a pdf of the site plans submitted with the above application?

Thanks,
Beverly J Strickland

Beverly Strickland
Laserfiche Administrator
Division of Water Resources
Department of Environmental Quality

919-707-8789 Office

Physical: Suite 1219G, 512 N Salisbury, Raleigh, NC 27604
Mailing: Mail Service Center 1617, Raleigh, NC 27699-1617

[e-mail]

1

Email correspondence to and from this address is subject to the

North Carolina Public Records Law and may be disclosed to third parties.

2

OWN OF FUQUAY-VARINA, NORTH CAROLINA
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CREEK
WASTE
TREATMENT
WATER
LANT
300 MGD EXPANSION
'SAW
FUQUAY-VARINA, NORTH CAROLINA
LOCATION MAP
NTS
EROSION CONTROL PLAN
SUBMITTAL - NOVEMBER 2015
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
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LOCATION MAP
NTS
EROSION CONTROL PLAN
SUBMITTAL - NOVEMBER 2015
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
XREFs= FV -LOGO

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GENERAL:
1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH THE
WORK UNDER THIS PROJECT AND FOR COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL
HEALTH AND SAFETY LAWS, CODES, REGULATIONS, AND ORDINANCES INCLUDING BUT
NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA).
2. CONTRACTOR SHALL USE ADEQUATE SHORING METHODS TO ENSURE:
2.A. COMPLIANCE WITH OSHA REGULATIONS.
2.B. PROTECTION OF EXISTING PAVEMENT AND ROAD SHOULDERS, STRUCTURES AND
UTILITIES.
2.C. CONSTRUCTION ACTIVITIES ARE CONFINED TO RIGHTS-OF-WAY OR EASEMENTS AS
INDICATED
3. LIMITS OF DISTURBANCE (LOD) SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS.
ANY CHANGES TO THE LOD BY THE CONTRACTOR SHALL REQUIRE PRIOR APPROVAL FROM
THE ENGINEER.
4. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE COMPILED BASED ON
THE BEST INFORMATION AVAILABLE. THESE LOCATIONS ARE NOT CONSIDERED TO BE
EXACT OR COMPLETE. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY
COMPANIES AND FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
CONSTRUCTION. LOCATE WELL AHEAD OF PIPE LAYING OPERATIONS TO ALLOW FOR
ADJUSTMENT TO PIPE ALIGNMENT AND ELEVATION AS REQUIRED. NO SEPARATE PAYMENT
WILL BE MADE FOR FIELD VERIFICATION OR ADJUSTMENT OF DEPTH AS REQUIRED.
CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE, ANY DAMAGE CAUSED BY
CONSTRUCTION RELATED ACTIVITIES TO EXISTING UTILITY SERVICE LINES.
5. IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, CONTRACTOR SHALL STOP WORK
IMMEDIATELY, TAKE NECESSARY PRECAUTIONS TO PREVENT INJURY OR FURTHER DAMAGE,
AND NOTIFY PROPER AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR
RESTORING/REPAIRING ALL EXISTING STRUCTURES, CONDUITS, OR OTHER UTILITIES
DAMAGED BY CONTRACTOR'S OPERATIONS AT NO COST TO OWNER.
6. REMOVAL AND REPLACEMENT OR REPAIR OF EXISTING UTILITY SERVICES SHALL BE
COORDINATED WITH APPROPRIATE UTILITY COMPANY AT NO ADDITIONAL COST TO THE
OWNER.
7. IT WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH
POWER AND TELEPHONE COMPANIES FOR RELOCATING OR STABILIZING ANY EXISTING
POLES WHICH WILL BE DISTURBED BY CONSTRUCTION. THIS WORK SHALL BE DONE AT
NO COST TO OWNER.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT TO
ORIGINAL OR BETTER CONDITION OF ALL EXISTING PAVEMENTS, GRAVEL ROADWAYS, PIPE
CULVERTS, FENCES, AND MISCELLANEOUS ITEMS WHERE REQUIRED TO COMPLETE THE
CONSTRUCTION.
9. ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY
PROTECTED BY BARRICADES, LIGHTS OR OTHER PROTECTIVE DEVICES.
10. REMOVAL OF EXCAVATED MATERIALS AND DAILY CLEANUP OPERATIONS SHALL BE
PERFORMED IN COMPLIANCE WITH THE SPECIFICATIONS AND TO THE SATISFACTION OF
THE OWNER/ENGINEER.
11. EXCESS/UNSUITABLE SPOIL TO BE REMOVED FROM SITE. PRIOR TO BEGINNING
CONSTRUCTION, CONTRACTOR SHALL SUBMIT THE OFF-SITE SPOIL LOCATIONS TO BE
USED AND PROVIDE DOCUMENTATION OF EROSION CONTROL MEASURES TO BE PROVIDED
DURING DISPOSAL OPERATIONS. CONTRACTORS OFF-SITE SEDIMENT CONTROL
MEASURES MUST BE APPROVED BY NCDENR PRIOR TO SPOIL DISPOSAL.
12. ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE IMPLEMENTED BEFORE
CONSTRUCTION COMMENCES AND SHALL NOT BE REMOVED UNTIL PERMANENT GROUND
COVER STABILIZATION HAS BEEN ESTABLISHED.
13. THERE IS NO PAY ITEM FOR DEWATERING AND NO SEPARATE PAYMENT WILL BE MADE FOR
DEWATERING. ANY DEWATERING OF THE TRENCH REQUIRED IS THE RESPONSIBILITY OF
THE CONTRACTOR AND SHALL BE INCIDENTAL TO THE UNIT PRICE BID FOR THE PIPE.
14. THE CONTRACTOR SHALL RECORD AND SUPPLY TO THE ENGINEER THE FOLLOWING
INFORMATION:
14.A. THE LOCATION OF ALL UTILITIES CROSSED AND THE NEW LOCATION AND DEPTH OF
ALL RELOCATED AND/OR ADJUSTED UTILITIES.
15. 100 -YEAR FLOOD ELEVATIONS TAKEN FROM FLOOD INSURANCE RATE MAPS DATED MAY 2,
2006, AND MAP No. 3720068700J NAVD 88 DATUM,
HORIZONTAL CONTROL: NAD 83/2011
VERTICAL CONTROL: NAVD 88
SYMBOLS
H TEL PED
ja POWER POLE
SOIL BORING
I REV I ISSUED FOR
EROSION CONTROL:
1. CONTRACTOR TO POST EROSION CONTROL PERMIT ON JOB SITE AS REQUIRED.
2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE BEFORE ANY LAND CLEARING
OR DISTURBANCE ACTIVITIES MAY BEGIN.
3. A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE
UNLESS ANOTHER RAIN -MONITORING DEVICE HAS BEEN APPROVED BY THE NC
DIVISION OF WATER QUALITY.
4. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY EROSION CONTROL
MEASURES WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT
CREEKS, RIVERS, ROADWAYS, ETC. FROM SILTATION AND EROSION.
5. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND WITHIN 24
HOURS OF ANY RAINFALL EVENT THAT PRODUCES 1/2 INCH OR MORE OF RAIN.
REPAIR AND/OR REPLACE AS NECESSARY. SEE STANDARD DETAILS ON CONTRACT
SHEET D4 FOR SPECIFIC MAINTENANCE REQUIREMENTS FOR EACH EROSION AND
SEDIMENT CONTROL MEASURE UTILIZED ON THIS PROJECT.
6. EROSION CONTROL MEASURES SHALL BE CLEANED OF ACCUMULATED SEDIMENT
WHEN VOLUME OF MEASURE IS HALF FULL. REMOVED SEDIMENT SHALL BE
DISPOSED OF IN SUCH A MANNER AS TO PREVENT FURTHER SEDIMENT TRANSPORT.
IF NO SUITABLE ON-SITE LOCATIONS ARE AVAILABLE, ALL REMOVED SEDIMENT WILL
BE LEGALLY DISPOSED OF OFF-SITE AT NO ADDITIONAL COST TO THE OWNER.
7. ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS SHALL BE
STOCKPILED ON SITE OR REMOVED FROM SITE BY CONTRACTOR. ALL ONSITE SOIL
STOCKPILE AREAS SHALL BE WITHIN THE LOD AS SHOWN ON THE DRAWINGS, AND
LOCATED, AT A MINIMUM, 50 FEET FROM ANY STORM DRAIN INLETS AND/OR
SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE
AVAILABLE. ALL ONSITE SOIL STOCKPILES SHALL BE SEEDED WITH TEMPORARY
AND/OR PERMANENT SEEDING MEASURES FOR THE DURATION OF CONSTRUCTION
ACTIVITIES. ALL CONTRACTOR STAGING AND LAYDOWN AREAS, SOIL OR WASTE
STOCKPILE AREAS SHALL HAVE PERIMETER SILT FENCE. ANY SOILS TAKEN OFF SITE
BECOMES THE CONTRACTORS RESPONSIBILITY AND SHALL COMPLY WITH ALL
REQUIRED STATE AND LOCAL REGULATIONS AND PERMITS.
8. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ENTIRE SITE IS
PERMANENTLY STABILIZED WITH VEGETATION AS PER SEEDING SPECIFICATIONS
AND SCHEDULE. ALL TEMPORARY EROSION CONTROL DEVICES ARE TO BE REMOVED
AFTER PERMANENT STABILIZATION HAS BEEN ACHIEVED.
9. RESTORE ALL DISTURBED AREAS INCLUDING DITCHES/SWALES,
STAGING/LAYDOWN/PARKING AREAS TO ORIGINAL OR BETTER CONTOUR AND
SLOPE, EXCEPT WHERE NOTED ON THE CONTRACT DRAWINGS.
EROSION CONTROL LEGEND
-SF-SF SILT FENCE
SSF SSF SUPER SILT FENCE
TREE PROTECTION
FENCE
DISTURBANCE LIMITS
ENGINEER: C. TODD JOHNSON
DESIGNED BY: C WILSON
DRAWN BY: C WILSON
CHECKED BY: M SANTOWASSO
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
DATE BY IS NOT TO FULL SCALE
LEGEND
NEW EXISTING
CONSTRUCTION SEQUENCE:
1. CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF THE STATE
APPROVED EROSION CONTROL PLAN AND THE NORTH CAROLINA NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER
DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL
NOTIFY THE STATE LAND QUALITY SECTION AT [phone] TO SCHEDULE A
PRE -CONSTRUCTION MEETING. ADDITIONALLY, THE CONTRACTOR SHALL NOTIFY THE
STATE LAND QUALITY SECTION, AT [phone] AT LEAST 48 HOURS PRIOR TO
BEGINNING CONSTRUCTION ACTIVITIES.
2. INSTALL ALL PHASE 1 TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES IN
LOCATIONS AS SHOWN ON SHEET C4. NO CONSTRUCTION OR LAND DISTURBANCE
ACTIVITIES MAY BEGIN UNTIL ALL PHASE 1 TEMPORARY SEDIMENT AND EROSION
CONTROL MEASURES HAVE BEEN INSTALLED. CLEAR ONLY THE AREA REQUIRED FOR
INSTALLATION OF EROSION CONTROL MEASURES.
3. ONCE ALL TEMPORARY EROSION CONTROL MEASURES HAVE BEEN INSTALLED, THE SITE
SHALL BE CLEARED AND GRUBBED, AS REQUIRED, WITHIN THE LIMITS OF
DISTURBANCE (LOD) AS SHOWN ON THE CONTRACT DRAWINGS. ANY ADJUSTMENTS TO
THE LOD SHALL REQUIRE PRIOR APPROVAL FROM THE ENGINEER AND OWNER.
4. ONCE CLEARING AND GRUBBING IS COMPLETE, CONSTRUCTION ACTIVITIES MAY BEGIN.
5. ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS NECESSARY FOR
INSTALLATION OF PIPE SHALL BE REMOVED FROM SITE BY CONTRACTOR. ANY SOILS
TAKEN OFFSITE BECOMES THE CONTRACTORS RESPONSIBILITY, AND SHALL COMPLY
WITH ALL REQUIRED STATE AND LOCAL REGULATIONS AND PERMITS.
6. ONCE ALL MAJOR EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE, INSTALL ALL
PHASE 2 TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES IN LOCATION
SHOWN ON SHEET C10.
7. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD
CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN BE
INSTALLED IN ONE DAYS TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL
PLACED ON THE UPHILL SIDE OF THE TRENCH. TRENCH SHALL BE BACKFILLED AT END
OF EACH DAYS WORK AND DISTURBED AREA SEEDED WITH TEMPORARY SEEDING
MEASURES IF APPROPRIATE.
8. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICABLE ON
DISTURBED AREAS BUT IN ANY EVENT WITHIN FOURTEEN (14) DAYS. DISTURBED
SLOPES STEEPER THAN 3:1 SHALL BE TEMPORARILY SEEDED WITHIN SEVEN (7) DAYS
UNLESS SLOPE LENGTH IS TEN (10) FEET OR LESS AND NOT STEEPER THAN 2:1.
DISTURBED SLOPES 3:1 OR FLATTER SHALL BE TEMPORARILY SEEDED WITHIN
FOURTEEN (14) DAYS UNLESS SLOPE LENGTH IS GREATER THAN 50 FEET.
9. STORM DRAINAGE INLETS SHALL BE PROTECTED WITH APPROPRIATE EROSION
CONTROL MEASURES AT ALL TIMES.
10. ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE COMPLETE, FINAL
GRADING MAY BEGIN.
11. UPON COMPLETION OF FINAL GRADING, PERMANENT SEEDING SHALL BE APPLIED ON
ALL DISTURBED AREAS. VEGETATIVE GROUND COVER SHALL BE APPLIED ON ALL
DISTURBED AREAS AS OUTLINED IN NOTE 7, ABOVE.
12. ONCE PERMANENT STABILIZATION HAS OCCURRED, AND APPROVAL OF THE STATE LAND
QUALITY SECTION ([phone]) HAS BEEN GRANTED, TEMPORARY SEDIMENT
CONTROL MEASURES MAY BE REMOVED. ANY AREAS DISTURBED BY THE REMOVAL OF
THESE MEASURES SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND
SEEDED, MULCHED, AND FERTILIZED.
FFT
FIBER FILTRATION TUBE
PLANTING
BUILDING/STRUCTURE
DV
DIVERSION
STRAW
BITUMINOUS PAVEMENT
CONSTRUCTION
a oa. ado a do a
CE
CONCRETE PAD/PAVING
o. o. o.
FOR SILT FENCE
ENTRANCE
(LB/AC)*
...........
rtrrrtrrrrtrrr
RM
ROLLED EROSION
CONCRETE CURB
DC
CONTROL MATTING
4000
AND GUTTER
SLOPE MATTING
ELECTRIC
-x x x-
-x x Y- FENCE
G
PROJECT
THE BACK OF THE CONTRACT DRAWINGS ON THE D* DRAWINGS.
ENGINEER: C. TODD JOHNSON
DESIGNED BY: C WILSON
DRAWN BY: C WILSON
CHECKED BY: M SANTOWASSO
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
DATE BY IS NOT TO FULL SCALE
LEGEND
NEW EXISTING
CONSTRUCTION SEQUENCE:
1. CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF THE STATE
APPROVED EROSION CONTROL PLAN AND THE NORTH CAROLINA NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER
DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL
NOTIFY THE STATE LAND QUALITY SECTION AT [phone] TO SCHEDULE A
PRE -CONSTRUCTION MEETING. ADDITIONALLY, THE CONTRACTOR SHALL NOTIFY THE
STATE LAND QUALITY SECTION, AT [phone] AT LEAST 48 HOURS PRIOR TO
BEGINNING CONSTRUCTION ACTIVITIES.
2. INSTALL ALL PHASE 1 TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES IN
LOCATIONS AS SHOWN ON SHEET C4. NO CONSTRUCTION OR LAND DISTURBANCE
ACTIVITIES MAY BEGIN UNTIL ALL PHASE 1 TEMPORARY SEDIMENT AND EROSION
CONTROL MEASURES HAVE BEEN INSTALLED. CLEAR ONLY THE AREA REQUIRED FOR
INSTALLATION OF EROSION CONTROL MEASURES.
3. ONCE ALL TEMPORARY EROSION CONTROL MEASURES HAVE BEEN INSTALLED, THE SITE
SHALL BE CLEARED AND GRUBBED, AS REQUIRED, WITHIN THE LIMITS OF
DISTURBANCE (LOD) AS SHOWN ON THE CONTRACT DRAWINGS. ANY ADJUSTMENTS TO
THE LOD SHALL REQUIRE PRIOR APPROVAL FROM THE ENGINEER AND OWNER.
4. ONCE CLEARING AND GRUBBING IS COMPLETE, CONSTRUCTION ACTIVITIES MAY BEGIN.
5. ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS NECESSARY FOR
INSTALLATION OF PIPE SHALL BE REMOVED FROM SITE BY CONTRACTOR. ANY SOILS
TAKEN OFFSITE BECOMES THE CONTRACTORS RESPONSIBILITY, AND SHALL COMPLY
WITH ALL REQUIRED STATE AND LOCAL REGULATIONS AND PERMITS.
6. ONCE ALL MAJOR EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE, INSTALL ALL
PHASE 2 TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES IN LOCATION
SHOWN ON SHEET C10.
7. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD
CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN BE
INSTALLED IN ONE DAYS TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL
PLACED ON THE UPHILL SIDE OF THE TRENCH. TRENCH SHALL BE BACKFILLED AT END
OF EACH DAYS WORK AND DISTURBED AREA SEEDED WITH TEMPORARY SEEDING
MEASURES IF APPROPRIATE.
8. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICABLE ON
DISTURBED AREAS BUT IN ANY EVENT WITHIN FOURTEEN (14) DAYS. DISTURBED
SLOPES STEEPER THAN 3:1 SHALL BE TEMPORARILY SEEDED WITHIN SEVEN (7) DAYS
UNLESS SLOPE LENGTH IS TEN (10) FEET OR LESS AND NOT STEEPER THAN 2:1.
DISTURBED SLOPES 3:1 OR FLATTER SHALL BE TEMPORARILY SEEDED WITHIN
FOURTEEN (14) DAYS UNLESS SLOPE LENGTH IS GREATER THAN 50 FEET.
9. STORM DRAINAGE INLETS SHALL BE PROTECTED WITH APPROPRIATE EROSION
CONTROL MEASURES AT ALL TIMES.
10. ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE COMPLETE, FINAL
GRADING MAY BEGIN.
11. UPON COMPLETION OF FINAL GRADING, PERMANENT SEEDING SHALL BE APPLIED ON
ALL DISTURBED AREAS. VEGETATIVE GROUND COVER SHALL BE APPLIED ON ALL
DISTURBED AREAS AS OUTLINED IN NOTE 7, ABOVE.
12. ONCE PERMANENT STABILIZATION HAS OCCURRED, AND APPROVAL OF THE STATE LAND
QUALITY SECTION ([phone]) HAS BEEN GRANTED, TEMPORARY SEDIMENT
CONTROL MEASURES MAY BE REMOVED. ANY AREAS DISTURBED BY THE REMOVAL OF
THESE MEASURES SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND
SEEDED, MULCHED, AND FERTILIZED.
FFT
FIBER FILTRATION TUBE
PLANTING
BUILDING/STRUCTURE
IP
INLET PROTECTION
STRAW
BITUMINOUS PAVEMENT
S
STABILIZED OUTLET
SEASON
CONCRETE PAD/PAVING
SEED
FOR SILT FENCE
MULCH*
(LB/AC)*
COMMENTS
P
FEB 15 - APRIL 30
CONCRETE CURB
DC
DUST CONTROL
4000
AND GUTTER
O R :
ELECTRIC
-x x x-
-x x Y- FENCE
G
TEMPORARY SEEDING
THE BACK OF THE CONTRACT DRAWINGS ON THE D* DRAWINGS.
10-10-10
0
CONCRETE SIDEWALK
PS
PERMANENT SEEDING
60 OF NITROGEN
300
CONTOUR
WO
CONCRETE WASHOUT
X302.00
30X00 SPOT ELEVATION
170
750
4000
DURING NEXT PLANTING SEASON
PROPERTY LINE
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Ha en
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
NEW EXISTING
APPROXIMATE WOODLINE
----- YARD PIPING
® e " MANHOLE
YARD INLET
FLARED END SECTION
(F. E. S.)
STORM DRAIN LINE
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
TERRIBLE CREEK WASTEWATER
TREATMENT PLANT
3.0 MGD EXPANSION
SEEDING SCHEDULE
APPLICATION RATES IN POUNDS/ACRE
SEED***
PLANTING
GAS
LOC
LIMITS OF CONSTRUCTION
STRAW
TOPDRESSING
OHE
MIXTURE
SEASON
LIME*
SEED
FERTILIZER*
MULCH*
(LB/AC)*
COMMENTS
P
FEB 15 - APRIL 30
4000
150
1000
4000
700-1000 OF
O R :
ELECTRIC
SEPT 1 - OCT 31
CONTROL MATTING
PP
POWER POLE
THE BACK OF THE CONTRACT DRAWINGS ON THE D* DRAWINGS.
10-10-10
0
60 OF NITROGEN
OVERSEED WITH TYPE P SEED MIXTURE
TW
JAN 1 -MAY 1
2000
170
750
4000
DURING NEXT PLANTING SEASON
OVERSEED WITH TYPE P SEED MIXTURE
TS
MAY 1 -
2000
40
750
4000
DURING NEXT PLANTING SEASON
AUGUST 15
OVERSEED WITH TYPE P SEED MIXTURE
TF
AUG 15 -DEC 30
2000
120
1,000
4000
50 OF
DURING NEXT PLANTING SEASON
NITROGEN IN
MARCH
* APPLICATION RATES AND/OR CHEMICAL ANALYSIS SHALL BE CONFIRMED OR ESTABLISHED BY SOIL TEST.
TACK MULCH BY APPLYING AT 0.10 GAL/YD 2
** FERTILIZER SHALL BE 10-10-10 ANALYSIS.
*** SEED MIXTURES TO BE USED ON THE PROJECT SHALL BE AS FOLLOWS:
P - PERMANENT SEEDING (LB/AC)
150 KY -31 TALL FESCUE
TF - TEMPORARY FALL SEEDING (LB/AC)
120 RYE (GRAIN)
TW - TEMPORARY WINTER SEEDING (LB/AC)
40 GERMAN PEARL OR BROWN TOP MILLET
TS - TEMPORARY SUMMER SEEDING (LB/AC)
120 RYE GRAIN
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION
PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE
FROM THE WEEKLY SELF MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE
INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH
PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS
ESTABLISHED IN ACCORDANCE WITH THE NCGS 113A 54.1 AND 15A NCAC 4B.0131. THE
SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML. IF YOU HAVE ANY
QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT (910)
433-3300.
ABBREVIATIONS
EOP
EDGE OF PAVEMENT
G
GAS
LOC
LIMITS OF CONSTRUCTION
SS
SANITARY SEWER
OHE
OVERHEAD ELECTRIC
W
WATER
FOC
FIBER OPTIC CABLE
R
PROPERTY LINE
LP
LIGHT POLE
Q_
CENTER LINE
UGE
UNDERGROUND
RECM
ROLLED EROSION
O R :
ELECTRIC
SEE 1509203
CONTROL MATTING
PP
POWER POLE
THE BACK OF THE CONTRACT DRAWINGS ON THE D* DRAWINGS.
0
FUQUAY-VARINA, NORTH CAROLINA
z
O
H
U
Z)
U)
z
O
U
ry
O
LL
uj
O
z
SITE WORK
CIVIL
GENERAL NOTES AND LEGEND
DATE: NOVEMBER 2015
HAZEN NO.: 31240-001
CONTRACT NO.: 1
DRAWING
NUMBER:
Cl
DETAIL KEYING
z
DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS
ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF.
Q
STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER
AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS:
1509203
W
O R :
i --i
SEE 1509203
L>
STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN
THE BACK OF THE CONTRACT DRAWINGS ON THE D* DRAWINGS.
0
0
SITE WORK
CIVIL
GENERAL NOTES AND LEGEND
DATE: NOVEMBER 2015
HAZEN NO.: 31240-001
CONTRACT NO.: 1
DRAWING
NUMBER:
Cl

o�
N�
o
AREA 1 AREA 2 /
\
-1290,
/ j I
B3B33 PROPERTY LINE, TYP
3
\ / 4 I
B36
0o
BI \, N / -
to
526
1/ B32
® g4 II
52
/ \ 637 � 21
831 x
s \ \
28 TERRIBLE CREEK
� �/ \ / �— / \ I
0� ���..280 53 B5 g6 w N
J / B7 4�
OPERATIONS \ / 30' INNER NEUSE BUFFER
\ f / BUILDING 58 '\B9
2 B38
50' OUTER NEUSE BUFFER
B30
--B39 50' PROPERTY SETBACK
—280
40 B41
B12 ,�L �\ -
OPERATIONS BUILDING —B10 - \�\ 280
NOTES:
SURVEY NOTES:
1. SURVEY WAS PERFORMED WITHOUT THE BENEFIT
OF A COMPLETE TITLE SEARCH. THE DEED
RECORDS SHOWN WERE TAKEN FROM COUNTY
TAX RECORDS.
2. THIS PROPERTY IS SUBJECT TO ALL EASEMENTS,
AGREEMENTS, AND RIGHTS-OF-WAY OF RECORD.
3. THIS PROPERTY IS LOCATED WITHIN A FEMA
SPECIAL FLOOD HAZARD AREA AS SHOWN ON
C.ID. NO. 370367, PANEL 0687, SUFFIX J,
EFFECTIVE MAY 2, 2006.
4. THE N.C. GRID COORDINATES SHOWN WERE
DETERMINED USING REAL TIME KINEMATIC GPS
OBSERVATIONS TAKEN ON THE DATE OF THIS
SURVEY, BASED ON THE CORS ID "NCRD" IN
WAKE COUNTY.
5. TOPOGRAPHIC SURVEY PERFORMED BY
COOPER AND ASSOCIATES SURVEYORS, P.A.
800 PINNER WEALD WAY, SUITE 201
CARY, NC 27513
[phone]
LEGEND.
r I FLOODWAY ZONE AE
� I
50' NEUSE BUFFER
JURISDICTIONAL WETLANDS
\ s BLOWER BLDG
INFLUENT
PUMP STATION
528 275 I I
\
—275
❑ —
�� CHEMICAL STORAGE
n
4511• \� / �/ '2�0 �275�
13 �L
/
AERATION
\ , #ON
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V 8
(
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— 1
1314B29
/ I
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+
CLARIFIERS
CLARIFIER
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275
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46
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GRAVEL ENTRANCE ROAD
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+ r -r + + + + + �- + . + + + + + -} + + +
+ + + + + + + + -�- + + + + I + + + + + + + FEMA ZONE AE + + + + + + �- TERRIBLE CREEK + +
+ + + -} + + + + + + + + + �- FLOOD ELEVATION y + + + -`- + r 4- + -f- + + \
+ -�- + + + + + + + + + + I + -� + + + (FIRM MAP) + -f + + -I- + + 30' INNER NEUSE BUFFER +
+ + + + + + + + + + + + + + + + + + / + + + + 1
} + + + + + + + + + + + + + + I + + + + + + + -f- •:.'...' + k + + + + t0' OUTER NEUSE BUFFER? + + + +
+ +
+ A
4- + + + + +
+ +
+ + + + + + + + + + + + +
1- 4- + + + + + + -I +
PLAN
1"=50'
PROJECT C. TODD JOHNSON
ENGINEER:
DESIGNED BY: C WILSON
DRAWN BY: C WILSON PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: M SANTOWASSO CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
TERRIBLE CREEK WASTEWATER
TREATMENT PLANT
3.0 MGD EXPANSION
FUQUAY-VARINA, NORTH CAROLINA
SITE WORK
CIVIL
EXISTING CONDITIONS PLAN
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
TERRIBLE CREEK WASTEWATER
TREATMENT PLANT
3.0 MGD EXPANSION
FUQUAY-VARINA, NORTH CAROLINA
SITE WORK
CIVIL
FINAL SITE PLAN AND KEY MAP
DATE: NOVEMBER 2015
HAZEN NO.: 31240-001
CONTRACT NO.: 1
DRAWING
NUMBER:
C3

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�—ool—� � ��� \®\ — TO BE REMOVED
a00
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LIMITS OF DISTURBANCE
275 l _ 5 _¢
NEW TREELINE, TYP
SURGE/ AERATION AERATION
NOTES:
1. TEMPORARY ACCESS ROAD SHALL SHALL PROVIDE
TWO-WAY ACCESS FROM THE ENTRANCE AT
HILLTOP ROAD TO THE EXISTING PLANT AT ALL
TIMES. CONTRACTOR SHALL FIELD -LOCATE
TEMPORARY ACCESS ROAD TO COINCIDE WITH
EXCAVATION AND SHEETING METHODS FOR
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PROJECT C. TODD JOHNSON DATE: NOVEMBER 2015
ENGINEER: TOWN OF FU QUAY-VARI NA ==
DESIGNED BY: C WILSON NORTH CAROLINA SITE WORK HAZEN NO.: 31240-001
DRAWN BY: C WILSON PRELIMINARY DRAWING 7CIVIL CONTRACT NO.: 1
DO NOT USE FOR CIVIL SEAL TERRIBLE CREEK WASTEWATER CLEARING GRUBBINGAND PHASE 1
CHECKED BY: M SANTOWASSO CONSTRUCTION HAZEN AND SAWYER ,, DRAWING
4011 WESTCHASE BOULEVARD, SUITE 500 TREATMENT PLANT EROSION CONTROL NUMBER:
IF THIS BAR DOES NOT 0 1/2" 1" RALEIGH, NORTH CAROLINA 27607
MEASURE 1 THEN DRAWING LICENSE NO.: C-0381 3 . 0 MGD EXPANSION �� C4
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE FUQUAY-VARINA, NORTH CAROLINA

NOTES:
1. PERMANENT DIVERSIONS SHALL BE LINED WITH
PERMANENT DIVERSION 2 TEMPORARY ROLLED EROSION CONTROL MATTING
\ " 0� Z O
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PROJECT C. TODD JOHNSON
ENGINEER:
DESIGNED BY: C WILSON
DRAWN BY: C WILSON PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: M SANTOWASSO CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2” 1"
MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
a -en
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
TOWN OF FUQUAY—VARINA
NORTH CAROLINA
TERRIBLE CREEK WASTEWATER
TREATMENT PLANT
3.0 MGD EXPANSION
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FUQUAY-VARINA, NORTH CAROLINA
DATE: NOVEMBER 2015
SITE WORK HAZEN NO.: 31240-001
CIVIL CONTRACT NO.: 1
GRADING, DRAINAGE, AND PHASE 2 DRAWING
EROSION CONTROL PLAN NUMBER:
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PROJECT C. TODD JOHNSON
ENGINEER:
DESIGNED BY: C WILSON
DRAWN BY: C WILSON PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: M SANTOWASSO CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
TOWN OF FUQUAY—VARINA
NORTH CAROLINA
TERRIBLE CREEK WASTEWATER
TREATMENT PLANT
3.0 MGD EXPANSION
mw
FUQUAY-VARINA, NORTH CAROLINA
SITE WORK
CIVIL
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ENGINEER:
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DRAWN BY: C WILSON PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: M SANTOWASSO CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 1"
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
TOWN OF FUQUAY—VARINA
NORTH CAROLINA
TERRIBLE CREEK WASTEWATER
TREATMENT PLANT
3.0 MGD EXPANSION
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ENGINEER: TOWN OF FUQUAY-VARINA
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DRAWN BY: C WILSON PRELIMINARY DRAWING CIVIL
DO NOT USE FOR CIVIL SEAQ TERRIBLE CREEK WASTEWATER GRADING DRAINAGE AND
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4011 WESTCHASE BOULEVARD, SUITE 500 TREATMENT PLANT EROSION CONTROL - AREA 3
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING RALEIGH, NORTH CAROLINA 27607 REV ISSUED FOR DATE BY IS NOT TO FULL SCALE LICENSE NO.: C-0381 3.0 MGD EXPANSION FUQUAY-VARINA, NORTH CAROLINA
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PROJECT C. TODD JOHNSON
ENGINEER:
DESIGNED BY: C WILSON
DRAWN BY: C WILSON PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: M SANTOWASSO CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
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TOWN OF FUQUAY—VARINA
7 -.en NORTH CAROLINA
TERRIBLE CREEK WASTEWATER
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500 TREATMENT PLANT
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381 3.0 MGD EXPANSION
NOTES:
1. SEE SHEET C16 FOR STORMWATER PIPE
PROFILES.
SITE WORK
CIVIL
GRADING, DRAINAGE, AND
165 EROSION CONTROL —AREA 4
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DATE: NOVEMBER 2015
HAZEN NO.: 31240-001
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PROJECT C. TODD JOHNSON
ENGINEER:
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DRAWN BY: C WILSON PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: M SANTOWASSO CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
TERRIBLE CREEK WASTEWATER
TREATMENT PLANT
3.0 MGD EXPANSION
FUQUAY-VARINA, NORTH CAROLINA
SITE WORK
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DATE: NOVEMBER 2015
HAZEN NO.: 31240-001
CONTRACT NO.: 1
DRAWING
NUMBER:
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PROJECT C. TODD JOHNSON
ENGINEER:
DESIGNED BY: C WILSON
DRAWN BY: C WILSON PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: M SANTOWASSO CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
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PROJECT C. TODD JOHNSON
ENGINEER:
DESIGNED BY: C WILSON
DRAWN BY: C WILSON PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: M SANTOWASSO CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 1"
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
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3.0 MGD EXPANSION
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DATE: NOVEMBER 2015
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TOWN OF FUQUAY-VARINA
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DATE: NOVEMBER 2015
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NUMBER:
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ELEVATION SECTION
SILT FENCE SILT FENCE
NOTE:
1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY ENGINEER) WITH
61-0" POST SPACING DOES NOT REQUIRE MESH SUPPORT FENCE.
2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST.
0227000
I UPSLOPE
CHAIN LINK FENCE POST, CHAIN LINK
SEE DETAIL 0244400 FENCE
FILTER CLOTH
GRADE
31-0" MAX
ELEVATION
STONE FILTER
SSF
CHAIN LINK FENCE POSTS
101 MAX. C. TO C. HEIGHT VARIES SEE SITE PLAN
HEIGHT OF
FILTER CLOTH
= 3411 MIN.
t 8" MIN.
PROFILE
NOTES:
3411 1 • FENCING SHALL BE MINIMUM 42" IN HEIGHT AND CONSTRUCTED IN
MIN ACCORDANCE WITH FENCING DETAIL 0244400.
FILTERED RUNOFF � SEDIMENT LADEN
RUNOFF 2. FILTER CLOTH TO BE FASTENED SECURELY TO CHAIN LINK FENCE WITH
.�.ti.. WIRE TIES SPACED EVERY 2411 AT TOP AND MID SECTION.
�i 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY
3'-111 (MIN.) _ III
SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
4. MAINTENANCE SHALL BE PERFORMED REGULARLY AND MATERIAL
EMBED FILTER CLOTH 8" REMOVED AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT
MIN INTO GROUND CONTROL HANDBOOK.
5. FILTER CLOTH SHALL BE FASTENED SECURELY TO EACH FENCE POST
STANDARD SYMBOL CROSS SECTION WITH WIRE TIES OR STAPLES AT TOP AND MID SECTION SHALL AND
XX XX XX SHALL MEET THE FOLLOWING REQUIREMENTS FOR GEOTEXTILE CLASS F:
TENSILE STRENGTH 50 LB/IN (MIN) ASTM TEST METHOD D-4595
TENSILE MODULUS 20 LB/IN (MIN) ASTM TEST METHOD D-4595
SUPER SILT FENCE FLOW RATE 0.3 GAL/CU.FT/MIN. (MAX) ASTM TEST METHOD D-5141
FILTERING EFFICIENCY 75 PERCENT (MIN) ASTM TEST METHOD D-5141
0227008R
WIRE SCREEN, TYP
GRAVEL FILTER, TYP
A C 11
(TYP ALL AROUND)
I REV ISSUED FOR
CONCRETE BLOCK, TYP
YARD INLET EROSION CONTROL
0227001
PROJECT C. TODD JOHNSON
ENGINEER:
DESIGNED BY: H&S
DRAWN BY: H&S PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: #### CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 111
MEASURE 1" THEN DRAWING
DATE BY IS NOT TO FULL SCALE
STAPLES
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STEEL POST
1/211 MESH
HARDWARE
#5 WASHED
GRADE LINE
10 FEET MINIMUM
LENGTH
0227008
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OVERLAP
PERSPECTIVE VIEW
SECTION
STONE FILTER
CL DITCH
MATTING
NOTE: STAPLES TO BE SPACED AT
31-011 MAX IN ALL DIRECTIONS.
GRASS LINED CHANNEL (PERMANENT) ROLLED EROSION CONTROL MAT (RECM)
RECM (TEMPORARY)
C4
1 \ 1
3 3
TEMPORARY
0
TURF REINFORCEMENT MAT (TRM)
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TRM (PERMANENT)
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OVERLAP
TYP
LINING STAPLES
RECM AND TRM INSTALLATION
0227014
FORM BERM WITH
EXCAVATED MATERIAL _
EXISTING GRADE
2 2
1� N �1
2 --------- ,� _ 7 ►�
TEMPORARY DIVERSION SWALE
0227009
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
0
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Tyr' POST
N WIRE FABRIC
NING SIGN
MIN. 10 GAUGE
LINE WIRES
SIDE VIEW
31 - 411
PERMANENT
TYPICAL DITCH DETAIL
SEE DETAIL 0227014 FOR
INSTALLATION DETAIL
0227011
TREE PROTECTION AREA
DO NOT ENTER
WARNING SIGN DETAIL
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
TERRIBLE CREEK WASTEWATER
TREATMENT PLANT
3.0 MGD EXPANSION
STONE LINING
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00 AS DETAILED. Q
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND
501 ON CENTER THEREAFTER. Q
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6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF 1-4
PROJECT. >
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0227033R O
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FUQUAY-VARINA, NORTH CAROLINA
DATE: NOVEMBER 2015
HAZEN NO.: 31240-001
MISCELLANEOUS STANDARD DETAILS
CONTRACT NO.: 1
SHEET 2 DRAWING
NUMBER:
D2
100(
TREE PROTECTION AREA
DO NOT ENTER
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501 ON CENTER THEREAFTER. Q
4. FOR TREE PROTECTION AREAS LESS THAN 2001 IN PERIMETER,
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6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF 1-4
PROJECT. >
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0227033R O
D
FUQUAY-VARINA, NORTH CAROLINA
DATE: NOVEMBER 2015
HAZEN NO.: 31240-001
MISCELLANEOUS STANDARD DETAILS
CONTRACT NO.: 1
SHEET 2 DRAWING
NUMBER:
D2

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HOG WIRE ATTAC
POSTS WITH LEN
SUPPORT ROPE
TO PREVENT CA(v1111%j
4'
BFr. MA
BAFFLE INSTALLATION - STEP 1
FABRIC CUT AND FOLDED OVER
THE TOP OF WIRE OR ROPE
TOP OF BAFFLE SHOULD BE 6° HIGHER THAN
BOTTOM OF THE RIP RAP SPILLWAY
BOTTOM OF BAFFLE IN TRENCH
AND TRENCH FILLED WITH SOIL
AND COMPACTED
BAFFLE INSTALLATION - STEP 2
SEDIMENT BASIN DATA
BASIN
BASIN
BASIN
BASIN
WEIR
NUMBER
WIDTH
LENGTH
DEPTH
LENGTH
35
(FT)
(FT)
(FT)
(FT)
A1
43
1 86
3.5
10
m": #5►
GEA
STAKE
SEE CH
OF SED
02270
CLASS
700 g/
WI TH 5
THE WE
PERSPECTIVE VIEW
NOTES:
1 DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID
GROUND, SPACED A MINIMUM OF 4' APART, AND
INSTALLED UP THE SIDES OF THE BASIN AS WELL.
2 THE TOP OF THE FABRIC SHOULD BE 6" HIGHER THEN
THE INVERT OF THE RIP RAP SPILLWAY.
3 TOPS OF BAFFLES SHOULD BE 2" HIGHER THAN THE
TOPS OF BERMS.
4 INSTALL AT LEAST 3 ROWS OF BAFFLES BETWEEN THE
INLET AND OUTLET DISCHARGE POINT. BASINS LESS THEN
20' IN LENGTH MAY USE 2 BAFFLES.
5 ADD SUPPORT WIRE OR ROPE TO TOP OF POSTS TO
PREVENT SAGGING.
6 WRAP COIR EROSION BLANKET OVER TOP WIRE OR ROPE
AND ATTACH WITH ZIP TIES, WIRES OR STAPLES.
7 DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS
PIECE ACROSS THE BASIN.
8 WOOD POSTS ARE NOT ACCEPTABLE.
9 USE STAPLES 12° APART TO ATTACH FABRIC TO "HOG
WIRE".
10 BAFFLE SPACED AS PER TABLE — DETAIL 0227037R.
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TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE / EXIT
0257701R
PROJECT C. TODD JOHNSON
ENGINEER:
DESIGNED BY: H&S
DRAWN BY: H&S
CHECKED BY: ####
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE By IS NOT TO FULL SCALE
0227036R
MIN 51
NGOOT STOKE
G�EA�
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
OF
OR oS�REREA jfR
25„005CO IS G
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
ZONE A — INLET ZONE
FIRST CELL
SECOND CELL
OUTLET ZONE
BACKFILL AND COMPACT
LOOSE MATERIAL
UPSTREAM OF TUBE
NOTES:
SLOPE PROTECTION APPLICATIONS:
1. OVERLAP OR 'HOOK' ADJACENT ROLL ENDS BY A MINIMUM OF ONE FOOT AND REDUCE STAKING INTERVAL TO ONE FOOT WITHIN OVERLAP SECTION.
2. WHEN USED IN CONJUNCTION WITH WATERBARS, OVERLAP OR 'HOOK' FFT ROLL END A MINIMUM OF ONE FOOT ALONG DOWNSLOPE SIDE OF WATERBAR AND
EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING INTERVAL TO ONE FOOT. THE FFT ROLL MUST HAVE GOOD CONTACT WITH THE WATERBAR IN ORDER TO
PREVENT SHORT—CIRCUITING.
3. SMOOTH SOIL SURFACE AND REMOVE ALL OBSTRUCTIONS GREATER THAN 11"-2" IN DIAMETER.
4. WHEN PERFORMANCE—ENHANCING POLYMERS (PAMs) ARE USED, THE MOST DOWNSTREAM FFT SHALL BE A STAND—ALONE PRODUCT (NO PAMs).
CHANNEL PROTECTION APPLICATIONS:
1. FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM ANCHORING SHOULD BE AT 1 FOOT INTERVALS.
2. FOR CHANNEL APPLICATIONS, FFTs SHALL BE STAND—ALONE PRODUCTS WITHOUT PAMs.
3. FFTs SHALL BE PLACED IN CHANNEL (AS DEMONSTRATED BELOW), IN ORDER TO ALLOW WATER TO POOL SUFFICIENTLY ON THE UPSTREAM SIDE OF THE FFT.
4. FFTs SHALL EXTEND TO THE TOP OF BANK IN ORDER TO PREVENT SHORT CIRCUITING OF FLOW.
MAINTENANCE REQUIREMENTS:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES ' INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT AND/OR WOODY
DEBRIS.
2. FFTs SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. ANY EVIDENCE OF UNDERCUTTING AND/OR EROSION SHALL BE REPAIRED IMMEDIATELY.
3. STAKES AND/OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED SHALL BE REPAIRED IMMEDIATELY.
4. WHEN SEDIMENT ACCUMULATION REACHES � THE DIAMETER OF THE FFT, IT SHALL BE REMOVED AND DISPOSED OFF—SITE BY THE CONTRACTOR IN
ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
5. ANY VISIBLE DAMAGE TO THE FFT SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
6 OR 8 INCH U—SHAPED
WIRE STAPLES PLACED
AT ONE FOOT INTERVALS
DRIVEN THROUGH OUTER
1 INCH OF TUBE
GENERAL GUIDELINES FOR SPACING OF
TUBE TRENCHES FOR SLOPE INSTALLATIONS
SLOPE GRADIENT
TUBE
INTERVAL
1H: 1 V
15
FEET
2H:1V
25
FEET
3H:1V
35
FEET
4H:1V
50
FEET
GENERAL GUIDELINES FOR SPACING OF TUBE
TRENCHES FOR CHANNEL INSTALLATIONS
SLOPE GRADIENT TUBE INTERVAL
2% 25 FEET
EXCAVATE A
PLACEMENT TRENCH TO
1/3 DEPTH OF THE FFT
TOWN OF FUQUAY—VARINA
NORTH CAROLINA
TERRIBLE CREEK WASTEWATER
TREATMENT PLANT
3.0 MGD EXPANSION
EXCAVATE A
PLACEMENT TRENCH TO
1/3 DEPTH OF THE FFT
PROFILE VIEW - W/STAKING DETAIL
WOOD STAKE TO
18 TO 20—INCH TUBE PENETRATE THE
OUTER 1—INCH OF
TUBE
USE 36—INCH (MIN) STAKE WITH
12—INCH MINIMUM EMBEDMENT
SPACED AT TWO FOOT INTERVALS
DRIVEN THROUGH OUTER 1 INCH OF
TUBE,
THE AIKE NG PROTRUDINGC
ABOUT 3
HES
OFSTAKEABOUTO 7007
THE TUBE
10 FT TYPICAL
20" FFT
WOOD STAKE, /
SEE STAKING DETAIL /
FFT TO EXTEND TO TOP
OF BANK
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41 .000
CHANNEL BED
24"
CHANNEL CROSS SECTION
FUQUAY-VARINA, NORTH CAROLINA
FIBER FILTRATION TUBE (FFT)
0227039
DATE: NOVEMBER 2015
MISCELLANEOUS STANDARD DETAILS HAZEN NO.: 31240-001
CONTRACT NO.: 1
SHEET 3
DRAWING
NUMBER:
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