SW6220703_Plansheet - Misc. Detail_20220810

VARIES 6' 20' 6'
mm
C/L
(SWALE) (SHOULDER) (SHOULDER)
PAVEMENT CUT
10' 10'
I 25' I 25'
FINISH GRADE S9.5B
I I I
S9.513 1.5"
.5'
a
3"
.5' BASE COURSE 6"
rCARRY
a
BEYOND SURFACE COURSE 2%, 2%� 2" S9.56
N
'III
$� 8%
04 d
ao
r\//`�//\ THIS IS FOR
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4" 625.00
r
r`///////" r\j�\\i�\\��\\��\\..\// �\
�\ FILL SECTION
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3 /j�' 3 MINIMUM 8" COMPACTED ABC 3
8" COMPACTED
COMPACTED *GEOTECHNICAL ENGINEER SHOULD BE
SUBGRADE CONSULTED TO DETERMINE DEPTH OF ABC \�\\jj\�\\/
COMPACTED
SUBGRADE
ABC
NEEDED TO MEET NCDOT REQUIREMENTS
6"
COMPACTED
SUBGRADE
USE 3:1 CUT SLOPES IN CUT SECTIONS
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
"TAPERED MILLING REQUIRED EACH SIDE OF CENTERLINE OF PAVEMENT CUT, 25' ® 0"-1.5"
NTS
NTS
NTS
1 ASPHALT PAVEMENT
2 ROADWAY TYPICAL SECTION (WITH DITCH)
3 FULL DEPTH PAVEMENT PATCH
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE 50 FEET THICKNESS - 6 INCHES MINIMUM
IN LENGTH AND 12 FEET IN WIDTH
WITH 20 FOOT RADIUS AT EXISTING WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
ROADWAY
POINTS OF THE VEHICULAR ENTRANCE AND EXIT
36'-0" MIN 4'-0" 10'-0" AREA, WHICHEVER IS GREATER
6' LENGTH - 50 FT. MINIMUM.
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
o EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND PROVIDE FOR MAXIMUM UTILITY BY ALL
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED.
FILTER FABRIC CONSTRUCTION VEHICLES. AVOID STEEP GRADES
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2-3" WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
SEEDING SPECIFICATIONS
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE STABILIZED.
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURES:
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
SEEDING MIXTURE:
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
SPECIES RATE (LB./ACRE)
SPECIES RATE (LBS./ACRE)
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET.
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
Q
RYE (GRAIN) 120
TALL FESCUE 80
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
Q,OP
/
ANNUAL KOBE LESPEDEZA 50
PENSACOLA BAHIAGRASS 50
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT.
��j MAINTENANCE
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SERICEA LESPEDEZA 30
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
KOBE LESPEDEZA 10
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
Q MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
SEEDING DATES:
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY.
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
SQ' REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
JANUARY 1 - MAY 1
SEEDING NOTES:
LIMITED TO OFF BORROW OR WASTE AREAS, STAGING OR 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
min. RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
-SITE
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
SOIL AMENDMENTS:
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
/ OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
PUBLIC ROADWAYS.
LB./ACRE 10-10-10 FERTILIZER.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NURSE PLANTS:
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
O
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
SEEDING DATES:
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
-RAP
AG( REGATE \`L
MAINTENANCE:
BEST POSSIBLE
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
6" MIN. THICKNESS
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
OR THE ENGINEER. 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
EROSION OR OTHER DAMAGE.
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
IMMEDIATELY.
2-3" COURSE
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SOIL AMENDMENTS:
SEEDING MIXTURE:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
SPECIES RATE (LB./ACRE)
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
NTS
GERMAN MILLET 40
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
6 GENERAL EROSION AND SEDIMENT CONTROL NOTES
7 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
SEEDING DATES:
MAY 1 - AUGUST 15
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
NOTES:
SOIL AMENDMENTS:
TOP DRESS WITH 500 LBJACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
5' MIN.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
1.5' 1. USE FOR DRAINAGE AREAS NOT
1' THICK #57 FILTER STONE
LB./ACRE 10-10-10 FERTILIZER.
EXCEEDING 5 (FIVE) ACRES.
SEEDING SPECIFICATIONS
NATURAL GROUND
_
MULCH:
STRAW. STRAW OR
MAX. SLOPE (TYP)
¢ 2. EARTH BERM SHALL BE STABILIZED W/
\" 3600 CU. FT/ACRE SEEDING ACCORDING TO SPECIFICATIONS.
APPLY 4,000 LB./ACRE ANCHOR BY TACKING WITH ASPHALT, NETTING, A MULCH ANCHORING TOOL.
SEEDING MIXTURE:
� r
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
\r�\/ 3.FILTER STONE TO BE A DEPTH OF
SPECIES RATE (LB./ACRE)
/
�// \//\\//\\//\\//\\//\\/\\ /\\/\\/\\ 1 FOOT ON THE DAM SIDE
MAINTEREFERTILIZE
\r \ \
\\//\//\\\\//\\ `
IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT2)
2.5 2.5
EROSION OR OTHER DAMAGE.
IN• 1 1
FILTER FABRIC
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
SEEDING DATES:
COASTAL PLAIN: APR. -JULY
NATURAL GROUND z
2.5 / � / �
CROSS SECTION OVERFILL 6" FOR
SETTLEMENT
SEEDING MIXTURE:
SOIL AMENDMENTS:
EMERGENCY
BY-PASS
SPECIES RATE (LB./ACRE)
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
21" MIN
` f 6" BELOW
SETTLED TOP
RYE (GRAIN) 120
AND 500 LB./ACRE 10-10-10 FERTILIZER.
OF DAM
4'
\ MIN.
SEEDING DATES:
AUGUST 15 - DECEMBER 30
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
COMPACTED SOIL
1.5'
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
SOIL AMENDMENTS:
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
*** WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGHT/
SHALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6",
SLOPE MAX
/
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME.
FILTER FABRIC EXIST. GRADE
1,000 LBJACRE 10-10-10 FERTILIZER.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
TEMPORARY DIVERSION KEY NOTES:
l
MULCH:
DRAINAGE DEVICES.
1:1 SIDE SLOPE MAX
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
MAINTENANCE:
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
CLASS B RIP RAP
T MIN.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
MAINTENANCE:
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
FOR LESS THAN 30 DAYS.
MAINTENANCE STONE SECTION
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
DESIGN OF SPILLWAYS
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND DRAINAGE AREA WEIR LENGTH
IN LATE OR EARLY MARCH.
RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE (ACRES) (FT.)
DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND
MAINTENANCE:
REPLACE THE CONTAMINATED PART OF GRAVEL FACING. 1 4.0
2 6.0
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OF PIPING. PERIODICALLY CHECK THE DEPTH OF THE 3 8.0
4 1.0
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY 5 12.0
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED
AND MAKE TIMELY REPAIRS AS NEEDED.
FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. DIMENSIONS SHOWN ARE MINIMUM
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM
NTSTHE
TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING. NTS
4 TEMPORARY SEEDING SPECIFICATIONS
5 PERMANENT SEEDING SPECIFICATIONS
8 TEMPORARY DIVERSION BERM
9 TEMPORARY SEDIMENT TRAP
DRIVE STEEL POSTS 18" INTO THE GROUND
MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8"
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE 8" INTO THE
NOTES:
TRENCH UPHILL ALONG THE LINE OF
POSTS.
EXCAVATED TRENCH AND TURNED OUT
4" IN THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
GRASSED OR RIP RAP LINED SWALE
TOP & BOTTOM STRAND
MIN. 10 GA. WIRE
SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
oI
STEEL POSTS
STAY WIRES
MIN. 12-112 GA
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
ENTIRE LENGTH OF THE SWALE.
LASS 1 RIP RAP
\\\\\\ LLj (SEE SECTION THRU BASIN BELOW)
LINE WIRES
MIN. 12-1/2 GA.
EXTENT THAT IT'S EFFECTIVENESS IS REDUCED SHALL BE
REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
SEE PLAN FOR WIDTH
3. STEEL POSTS SHALL BE A MIN. OF S HEIGHT AND SHALL BE
THE SELF FASTENER ANGLE STEEL TYPE.
_ A E L am
_ SEDIMENT STORAGE AREA
I -I I I -I I I -I I I -I I I -III = _
_ I
��
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
_ _ _
-III -1 11-1 1 1-I I I -I I I, I I I -I I I- - IIII I I -I I I -I I I__
EXISTING
\ _r,w=� _ LASS 1 RIP RAP HEADWALL
STEP 1
_
-
' �' j ' •
STEP 2 '"
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
REPAIRS OR CLEAN-UP A MAINTAIN THE EFFECTIVENESS OF
THE DEVICE SHALL BE MADE IMMEDIATELY.
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
PRESSURE ON THE FENCE AS NEEDED.
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
_�_
-III-III=III-III-III-III III -III -III -III -II _ _ _ _ _
-III-III- -III-III--III-III-III-I I
CENTER OF THE DAM IS
TO BE 9" LOWER THAN
THE EDGES (MIN) 1.5'
A
GRASS OR RIP RAP LINING `GROUND
SEE PLAN
SEE PLAN FOR////
1 DEPTH
_ _
\ 57 WASHED STONE
1' THICK X THIGH MIN.
/ SEDIMENT STORAGE AREA
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
CONTRIBUTING DRAINAGE AREA IS STABLE.
TO FORM A WEIR MIN.
\ \ \
9" MIN.
�T�1
.1�� 1
SEE PLAN
SEE PLAN
PERSPECTIVE VIEW
NOT TO SCALE
ATTACH THE FILTER FABRIC TO THE WIRE FENCE,
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE
TRENCH AND TURNED OUT 4" IN THE TRENCH.
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
CENTER OF THE DAM IS
CONSTRUCTION SPECIFICATIONS:
I I-
STORAGE NATURAL GROUND
RIP RAP HEADWALL
POSTS MAX 8' O.C.
WIRE FENCE "HOG WIRE'
TO BE 9" LOWER THAN
FILTER FABRIC J THE EDGES (MIN)
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
COMPACTED SEE PLAN OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
ZONE1' 2'
�-I
EDIMENT 1'
SEDIMENT-7
A
FILTER FABRIC
m
TO FORM A WEIR
SUBGRADE 2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
\ STORAGE 1.5' - - - - - - - -
_��p
�pjx
'j" `I
Ir
_
a #9 WIRE STAPLES 1-112" LONG
CLASS A OR B EROSION f
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW
_ _ _FLOW _ _
FLOIn;-_ 1.5 IPE INVERT
` _I
\
TI .L
BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED 8" IN
CHANNEL OR DITCH CONTROL STONE
APPLICATION ?'7
A
��%/
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
BUILDUP.
#57 FILTER FABRIC
WASHED CLASS 1 RIP -RAP
MAX. SEDIMENT DEPT CONSTRUCTION SPECIFICATIONS:
�I
w EXCAVATED TRENCH & TURNED
x OUT 4" IN THE TRENCH
24" MAX.
"QIJ
AT CENTER
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE CHANNEL
(CLEAN OUT POINT) STONE
1. CLEAR THE AREA OF ALL DEBRIS.
_FLOW
MAINTENANCE
FREELY.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND
SECTION THRU BASIN, FILTER, & CULVERT PIPE THE PIPE INLET.
n
4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
NOT TO SCALE 3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BE
= -----
STEEL
24" INTOOST GROUNIDEN
1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NO
MAINTENANCE: PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
I
A�
CASE LESS THAN ONCE PER WEEK FILTER FABRIC
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER OUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE.
STEP 3
STEP 4
SECTION A -A
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL
MAINTENANCE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE SECTION A -A
MAINTENANCE & CONSTRUCTION:
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT,
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS AND STABILIZE WITH GROUND COVER.
1. INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
TO AVOID UNDERMINING THE DAM DURING CLEANQDT.
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THE
2. SHOULD THE FABRIC OF ASEDIMENT
FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF
1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE
CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
PRESSURE ON THE FENCE. TAKE CARE TO
AVOID UNDERMINING THE FENCE DURING CLEANOUT.
� ■T/�
NTS
4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS NTS
5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE
3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE.
4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES.
NTS
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM
THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
NTS
4. REMOVE ALL FENCING MATERIALS AND
THE CONTRIBUTING DRAINAGE AREA HAS
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
GRADE AND STABILIZE AFTER
HEIGHT OF THE WEIR.
10 SILT FENCE
11 CHECK DAM WITH WEIR
12 TYPICAL SWALE CROSS SECTION
13 ROCK PIPE INLET PROTECTION
4Dsite
solutions
04 civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO
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SEA
02
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072"7-22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
SITE & EROSION
CONTROL
DETAILS
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
JULY 27, 2022
SHEET NUMBER
C-6nO

PLAN VIEW
NOTES:
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
TR M INSTALLATION
DRIVE POSTS 24" INTO THE GROUND
MAXIMUM 4' O.C. AND EXCAVATE A 4" X 8"
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE 8" INTO THE
2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.
BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
TRENCH UPHILL ALONG THE LINE OF
EXCAVATED TRENCH AND TURNED OUT 4" IN
Z
POSTS.
THE TRENCH. SUPPORT WIRE OR
ROPE
3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
ACCROSS THE BASIN OR TRAP.
INFLOW _ Z
STRUCTURE ^^^ m
1 2"
STEEL POSTS
STEEL POST
4. POSTS FOR THE BAFFLES SHALL BE 4' OC. V
EARTH BERM
MAINTENANCE
2"-5"
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
6"
NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY.
g
BOTTOM ANCHORED WIH STAPLES
_
2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
SKIMMER
--- DEWATERING
1
N6••
REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE
BAFFLES WHEN THE SEDIMENT IS REMOVED.
EMERGENCY
DEVICE ON
STONE
;, i 0 J�
5
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
SPILLWAY
BEDDING
••
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN
MIN 8"
. ` ` . . `
. . . . .
NCDENR REPRESENTATIVE. THE ACTION WILL BE
APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS INLET ZONE
` ` `
313
STEP 1
STEP2
STABLE. 25% OF SURFACE AREA
^ ^
ATTACH THE JUTE NETTING OR OTHER FABRIC
BACKFILL THE TRENCH AND COMPACT THE SOIL
4. PLACEMENT OF BAFFLES:
INLET ZONE- 35% OF LENGTH FROM ENTRY POINT
BAFFLES EMBANKMENT
APPROVED BY THE ENGINEER TO THE STAY WIRE
AND POSTS, EXTEND THE BOTTOM OF THE FABRIC
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
FIRST CELL - 25% OF LENGTH FROM INLET ZONE FIRST CHAMBER
SECOND CELL - 25% OF LENGTH FROM FIRST CELL 25% OF SURFACE AREA
INFLOW 1' FREEBOARD /
STRUCTURE
\
8" INTO THE TRENCH AND TURNED OUT 4" IN THE
OR USE 8" EROSION CONTROL MATTING
THE TOP OF THE FABRIC SHALL BE 6" HIGHER
THAN THE WEIR.
OUTLET ZONE - 15 % OF LENGTH FROM SECOND CELL
SECOND CHAMBER
BAFFLES //
STAPLES.R
25% OF SURFACE AREA
POSTS MAX 4' O.C.
3"
r
OUTLET ZONE
TOP STAY WIRE OR ROPE 25% OF SURFACE AREA
3A
A
6" MIN. INVE T ELEVATION OF
JUTE NETTING OR EQUIVILENT
DEWATERING EMERGENCY SPILLWAY
ZONE EMERGENCY
x BOTTOM OF FABRIC BURIED 8"
IIIII/
SPILLWAY
O
IN EXCAVATED TRENCH &
TURNED OUT 4" IN THE PERSPECTIVE VIEW
TRENCH, OR PINNED WITH 8"
FILTER FABRIC STONE BEDDING
O
= EROSION CONTROL MATTING
STAPLES.
FLOW
SEDIMENT
STORAGE ZONE
STEEL POST DRIVEN
CROSS-SECTION VIEW
24"INTO GROUND
CONSTRUCTION SPECIFICATIONS
A
STEP 3
STEP 4
SECTION A -A
1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.
NTS
PLACE TEMPORARY SEDIMENT CONTROLS BELOW THE BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, INLET
WOOD VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. PVC VENT PIPE
/�
3 POROUS BAFFLES
BANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
OVER FILL THE EMBANKMENT
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING
DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER
OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE
THETIMBER.
TIMBER.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
4.
a.PLACEHEBARRELoNAFIRM,SMOOTHEFOUNDATIONIoPIMPERVIOUSSOIL.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
4.00' [1.22MI
USE STAPLE PATTERN "D„
a.00'[1.zzM]
PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 41NCH LAYERS AND
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
USE STAPLE PATTERN "D"
COMPACT ITU DERAND ROTUND TH PIPELEASTF 2 HE SAME DENSITT OF AS
THE 1
UP-SLOPE8.00'
THENTRENCHNCHOR THE
BLIT�N EPPWO HIMATROW ELY IOF STAPLES/STAKES APPROXOF BLANKET EMATEDLYB 20N(30H M) APARPO ETIBOTTOM THE
SPECIFIED ON
8.00'[2.44M] • THE
[2.44M] • •
UNLESS OTHERWISE SPECIFIED ON
ppppp0
'
I
[0.61 M]
BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12° (30 CM)
I �{ 2.110'[0s1M]
L2.00'
THE PLAN
EQUIPMENT. FLEXIBLE HOSE
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
L
•
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS.
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
4.00' [1.22M]
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
4.00' [1.22M]
• •
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE
FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACHED THE FLEXIBLE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
n
•
JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM STAPLES/STAKES
0.7 STAPLES PER SQ. YD.
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE
SCH 40 PVC "SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
(0.8 STAPLES PER SQ. M)
BASIN.
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
4, THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
C
7. INSTALL THE SPILLWAY IN UNDISTURBED SOIL THE GREATEST EXTEND
ON BLANKET TYPE.
® L
POSSIBLE. THE SPILLWAY SHOULD . T LINED WITH LAMINATED PLASTIC OR
L SKIMMER
IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
L50' [0.46M]
-� z.00' [0.61 M] 3.00' [0.91 M] •
T� 2.00' [0.61 M] L50' [0.46M]
3.00' [0.91M] • •
ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
4.00' [1.22M] •
4.00' [1.22M] • •
•
THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8
INCH STAPLES. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE
BLANKET WIDTH.
�- z.00'[os1M]
• T - 2.00'[0.61MI
SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE
NOTE:
2.00' [0.61 M]
�{ 2.00' [0.61 M] • •
ONE PIECE. IF MULTIPLE SECTIONS AREA REQUIRED, THE UPPER SECTION
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
• 4.00' [1.22M]
• • • 4.00' [1.22M]
SHOULD OVERLAP THE LOWER SECTION SO THAT WATER CANNOT FLOW UNDER
PROPERLY SECURE THE BLANKETS.
•
• • •
THE FABRIC. MAINTENANCE
4.00' [1.22M]
4.00' [1.22M] •
8. DISCHARGE WATER INTO THE BASIN TO PREVENT EROSION. USE TEMPORARY INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
• •
• • • •
SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
• •
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
1.3 STAPLES PER SQ. YD, 1.7 STAPLES PER SQ. YD.
EFFICIENCY. OF THE FIRST BAFFLE. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE
1.5 STAPLES PER SQ. M
( ) (2.0 STAPLES PER SQ. M)
(1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M)
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
9. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. SKIMMER. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH SEDIMENT
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE CONTROLS.
EMBANKMENT BEFORE THE AREA IS CLEARED.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE THE BAFFLES IF WATER
®
-ANCHOR
10. INSTALL POROUS BAFFLES AS SPECIFIED. IS FLOWING UNDERNEATH OR AROUND THEM.
MAINTENANCE:
I
L
11. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE THE SKIMMER AS NEEDED. CHECK TO MAKE SURE ORIFICE INSIDE OF
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
1.50' [o.46M] 1.50' [0.46M]
3.00' [0.91 M] • 3.00' [0.91 MI • •
• • r
1.50' [0.46M] 1.50' [0.46M]
3.00' [0.91 M] • • • 3.00' [0.91 M] • • • •
THE SKIMMER
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO THE SKIMMER IS NOT CLOGGED; IF SO, REMOVE THE DEBRIS. IF SKIMMER ARM OR
BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. BARREL IS CLOGGED, REMOVE THE ORIFICE AND CLEAR THE DEBRIS.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
2.O0 [0.61 MI
• • •
• • • • • •
�{ 2.00' [0.61 M]
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
4.00' [1.22M] 1.00' [0.30M]
• •
• • • • • • •
4.00' [1.22M] 1.00' [0.30M]
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE
• • • 2. 00, [1 2.00' [0.61 1 M] M]
• • • • • •
2.00' [0.61 MI
THE EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE. MAKE ALL
REINSTALLED.
• • • • • •
1.00' [0.30M]
NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND DEBRIS FROM THE
• • •
• • • • • •
SKIMMER AND POOL AREAS.
• •
• • • • • • •
NTS
NTS
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M) NTS
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD. NTS
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
1 TEMPORARY SKIMMER BASIN
2 EROSION CONTROL BLANKET INSTALLATION
4 STAPLE PATTERN FOR 4' ROLLS
5 STAPLE PATTERN FOR 8' ROLLS
CHANNEL INSTALLATION
E-12"
INSTALLATION NOTES:
-7
I [/
1. REFER TO "NORTH CAROLINA DIVISION OF
6"
0 \"-1 O
COARSE AGGREGATE
1/2 DIAMETER OF PIPE 6' DEEP EARTH FILL COVERED BY
OR 12" WHICHEVER IS LARGE ANGULAR ROCK
FOREST RESOURCES" LITERATURE,
INSTALLATION MAINTENANCE GUIDELINES, &
"NORTH CAROLINA FORESTRY BMP
MANUAL-2006". o °a
2. USE A BULLDOZER, KNUCKLEBOOM �Iy0 a
J y
GREATER
LOADER, OR SKIDDER TO INSTALL & o - o�°
REMOVE DRAGUNE MATS. "
\Io
•/
FILTER FABRIC ��
3. KEEP HEAVY EQUIPMENT OUT OF STREAM.
4. INSTALL WATER DIVERSION DEVICES
_• • • • • +
, I-
(WATER BARS, TURNOUTS, BROAD -BASED
PIPE OUTLET TO FLAT AREA-
/
r,-/-r 6"
_ III
_` _ I_
III- I
DIPS, ETC.) ON BOTH SIDES OF THE
MATS.
NO WELL-DEFINED CHANNEL
�/
? -_
_
I-
I
5. STABILIZE EXPOSED MINERAL SOIL WITH G
TREE TOPS OR BRUSH DURING MAT
11 �O% / l` O5
I
_
I -I I I -I
INSTALLATION, AND SEEDING/MULCH AFTER
A- ��
it O A
- ^^
\, • • • ./i \\ \/ /
\� / •."�
• = I ]
�11
=III'
MAT REMOVAL. I
6. INSTALL MATS TO CREATE A MINIMUM TEN
FOOT BRIDGE WIDTH.
o
n oo
_ r �I .
• �� .- a�- =
CAPACITY OF PIPE CULVERTS
TOGETHER = BANK FULL FLOW
( �;' _��
ELEVATION
MAINTENANCE NOTES:
PLAN
\
\ /\\\/� I /
1. KEEP MATS' SURFACE FREE OF MINERAL / O
STREAM D DEBRIS THAT COULD ENTER
L
1 ' -
\' � 2" 5"
��
1
2. PERIODICALLY CHECK MAT HARDWARE; Gr
REfIGHTEN NUTS & CABLE CLAMPS AS PERSPECTIVE VIEW
NECESSARY TO MAINTAIN BRIDGE
\\
STRENGTH AND INTEGRITY.
.. ©
3. IMMEDIATELY REMOVE ANY DEBRIS WHICH
J _ _
\
`•
ENTERS THE STREAM AT THE CROSSING
A -III -III -III-
II -III -III -I D
\ \\ /.•.-.•.•.•.-.-.•.•
FLOW
LOCATION.
-III-
1 I -I 1 I -I 1-_ -I I I=l I I=I I I-
i\ \
\ /\ 4"-6. ....
6" • • •
- (�
�'
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
REMOVAL NOTES: 1/4 SUPPORTED 1/4 SUPPORTED
1. CLEAN OFF BRIDGE SURFACE. ICI
2. REMOVE MATS BY USING MAT CABLE SURFACE FLOW I I SURFACE FLOW
FILTER LAYER
GRAVEL OR FABRIC
J- ,` ` - - `�` `�`�
COARSE AGGREGATE
O
LOOP OR SKIDDER GRAPPLE. DIVERSION _ BRIDGEMAT DIVERSION
- - - - --_ _-
3. PERMANENTLY STABILIZE DISTURBED __.._.._.. �._.._.. • • • •
SECTION A -A
®
O O O O
PORTIONS OF STREAM BANK AND ¢
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
0 0 O CPO 00 CIO$ °0 0 0° 00 o O O 0 0 o o p 00
0 0 0 ° 0 o o ° o O o O
0 0 O0000
O 0 ° O ° oO ° 0 p 0 O
° 0 °
APPROACH ROADS WITH PERENNIAL `.
GRASSES/MULCH (OR WETLAND MIX WHEN `ORIGINAL
0 00 0 0 0 0 0 000 o O o 0 0 0 0 ° 0 O
00° ° 0 °° O° 0
00
APPLICABLE). \ STREAMBANK
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
o° oo 0°0 0 O op 00 0 0 0 � p
O 0
4. LEAVE APPROPRIATE WATER DIVERSION _STREAM
STRUCTURES IN PLACE ON BOTH SIDES
00 O 0° O C° p 0 O Oo 0 0 0 0 0 0 00 0° o
° ° O 0
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH
O O o 0 0 0 o
00 0 � o 000 O 0 ° °o° 0 0 00 O p 0 0 0 0 0 0 0 0 0
0 ° o o °o ° o °o 00 S
OF STREAM.
SIDE VIEW NTS
APPROXIMATELY 12" 30 CM OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET
( )
o 0 o Op) o 0
o 0 00 0 0 0 00 0 0 00
°0 0° 0
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT
0 00 0 0° 0 0
00 0 0 0 ° 0 0 0 0 0 ° 0 0 O°0
°0o O 0
00oO
THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK
0 ° o°00 00 0 ° 0 00 o 0 00 00 0 00 °00 o00
0
OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED
APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE BLANKET.
o 0°O �00 0 0 00 0 000o Ca o O 000 0 0 0 0 0 0o
c :o;o ] 8�p0
g TEMPORARY STREAM CROSSING
NOTES
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
1. LA IS THE LENGTH OF HE RIPRAP
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
NOTES:
APRON.
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM STAPLES STAKES SHOULD BEL
/
25 STREAM CHANNEL 25'
MINIMUM MINIMUM
PIPE OUTLET O 2. D = 1.5 TIMES THE MAXIMUM
PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
TOP OF BANK TOP OF BANK
1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE BARRIER. STEEL FENCE POST
A STONE DIAMETER BUT NOT LESS
WELL-DEFINED CHANNEL THAN 6".
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE
PLAN
3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC. WIRE FENCE
A O A
ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE BLANKETS.
HARDWARE CLOTH
_ o 3. IN A WELL-DEFINED CHANNEL EXTEND
THE APRON UP HE CHANNEL
o BANKS TO AN ELEVATION OF 6"
ABOVE THE Ih
ITOP I
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH
MAINTENANCE NOTES: FILTER OF 1" DIAMETER
WASHED STONE
DEPTH OR TO THE OFTER BANK,
WHICHEVER IS LESS.
AFTER STAPLING.
1. REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE VOLUME FOR THE NEXT RAIN AND TO REDUCE
4 NSTALLEDA FILTER FBBETWE BRIC ETWEEN HE RIPRAP HOULD BE
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND
CONSTRUCTION SPECIFICATIONS
3' FILTER FABRIC
PRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOID ON GROUND
O AND SOIL FOUNDATION.
STAPLED.
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE &
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED TO A MINIMUM.
REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH
PLAN
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS.
SURFACE DIVERT ALL WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS
SEDIMENT2. URY 6" OF UPPER EDGE OF
GRAVEL OR FABRIC
USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE
ADJOINING THE STEAM.
3. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT FILTER FABRIC IN TRENCH
CHANNEL.
4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY SECTION VIEW
L
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM)
APART IN A 6' 15 CM DEEP X 6' 15 CM WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
( ) � ( )
DISTANCE OF 30 FEET. RAISE BRIDGE ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1
FOOT ABOVE THE ADJOINING APPROACH SECTIONS TO PREVENT EROSION FROM SURFACE
RUNOFF AND TO ALLOW FLOOD FLOWS PASS AROUND THE STRUCTURE.
5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED
STABILIZED.
o
NOTE: * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
OVERFLOW AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS
TOP OF SILT FENCE
=III=III=1 �=III=III-III- D
I=III =III=III=III=1
�=III=III=III-z
PROPERLY ANCHOR THE BLANKETS.
/�
NOTE'
THE ALLOWABLE FOR THE IN -PLACE SOIL.
6. ENSURE THE BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE ARE STABLE
BEFORE DIVERTING THE STREAM UPON COMPLETION FILL, C T A
F THE CROSSING, COMPACT, AND
O c oss G, o c.
STABILIZE THE BYPASS CHANNEL APPROPRIATELY
MUST BE AT LEAST 1' SILT FENCE
ABOVE THE TOP OF
THEW D STONE
4' MIN.
-_
B
C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED.
��
-III =-
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND
-III-I I ICI I I -I I
- _ FILTER LAYER
III�II III GRAVEL OR FABRIC
A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
APPROPRIATELY STABILIZE ALL DISTURBED AREAS.11
8. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF
'C:
I� °7I-------- -
-I
SECTION A -A
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
THE AREA.
--;----F-
IE 18" MINIMUM
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
;;; r---- HEIGHT OF STONE
MAINTENANCE
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
MAINTENANCE
„
-1 -II N
II
ANDAFTERAFTER SIGNIFICANT (} INCH OR GREATER)
II III_III II III -
I I I I -
I l I I
RAINFALL EVENTS TO SEE IF ANY EROSION
INSPECT TEMPORARY STREAM CROSSINGS AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR
- - I I -III= - -
-I I I_I I I=I I -III -III -I i II
AROUND OR BELOW THE RIPRAP HAS TAKEN
MAINTENANCE:
BLOCKAGE IN CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT,
PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE
BURY WIRE FENCE,
PREVENT FURTHER DAMAGE.
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
INSTALLATION.
FILTER FABRIC,
AND HARDWARE
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
FRONT VIEW CLOTH IN TRENCH
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
STEEL FENCE POST
NTS
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE NTS
REINSTALLED.
NTS
SET MAX 2' APART NTS
MIN. 18" INTO SOLID
GROUND
6 TYPICAL RIP RAP APRON
7 EROSION CONTROL BLANKET INSTALLATION
8 TEMPORARY STREAM CROSSING
10 SILT FENCE OUTLET
■
sl e
solutions
04 civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax [phone]-S777 license number I C-2354
www.4Dsitesotutions.com
O` JJ O^ '�•4,
SEA
02
G I NE
072"7-22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
EROSION
CONTROL
DETAILS
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-6n 1

R
NOTES:
1. INSTALL METER AT R/W
2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED
INSIDE A 2' SLEEVE.
3. "TWO (2)-l" SERVICE LINES MUST BE INSTALLED
INSIDE A 3" SLEEVE."
4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
5. SEE DETAIL FOR SERVICE MATERIAL AND METER
SETTING
6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE
OF DITCHES.
7. CONDUIT MUST EXTEND PAST PREPOSED SIDEWALK.
w
Z
J
1'
6'
3'MIN
SIDEWALK
12" MIN
R/W
2" PVC SLEEVE W/ 3/4" CARRIER
STREET
WATERMAIN
INSTALLED 3' OFF
PROPERTY LINE
}
H
W
Ld
d
O
d
w
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J
O� SINGLE 3/4" SERVICES
NTS
1 TYP. DOMESTIC WATER SERVICE DETAIL
RIGHT OF WAY
EDGE OF TRAVEL LANE
R
W
((^^
(;
5'
----
7,--1-
- R
'R
rY
ROADWAY CENTERLINE
EDGE OF TRAVEL LANE
RIGHT OF WAY
MIN._
TOO CBU
PAVED TURNOUT
(PAVEMENT STRUCTURE
20'
25'
20' O MATCH TRAVEL LANES)
MIN.
MIN.
MIN.
CONCRETE PAD
FOR CBU (PER USPS)
CBU (ACCESS FROM PAD)
z
g
J
`r
z 7,
g TURNOUT 2'
J
Lu
IAI]
CBU
H
F
LL
u_
O
O 02_, 0�
CONCRETE PAD
FOR CBU
NOTE:
SEE FIGURE 1 PAGE 39, "NCDOT SUBDIVISION
ROADS MINIMUM
CONSTRUCTION MAINTAIN R/W OFFSET
AROUND CBU TURNOUT
STANDARDS JANUARY 2010" FOR LOCAL AND
COLLECTOR ROAD DIMENSIONS.
FIGURE
1
CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND
COLLECTOR SUBDIVISION STREETS
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activitybeing considered compliant with the Ground Stabilization and Materials Handling
g P g
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND ST
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
1.4
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary stabilization Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction selectingfrom the NC DWR List o A roved PAMS Flocculants.
f pp /
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA
Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
is a , ,_wtAO mN
0 0 0 o ilk
c 0 0
1 1 ��"�nO•'1W' 6u FFTIM .- tf•f�N �� � KT� IdwT01 SlOIOm p
ry
Fein seen
RE[ OW�GRAH'Er4,NFUT� /1HOVEBE, �V GRAASl1T Hn` STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours[
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed[. Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Descri ion, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event> 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event 2: 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actionstaken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsfte
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
where
hours of a rain
1. Description, evidence and date of corrective actions taken and
accessible)
event 1.0 inch in
2. Records of the required reportsto the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided wfthin the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
NORTH CAROLINA
Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
a This general permit as well as the certificate of coverage, after it is received.
() g P g,
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
1AZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers undercover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release_
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
w
2
a
0
J
J
m
I-
0
0
x
CV
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
GROUND STABILIZATION CHART
NOTES:
1. REMOVE ALL TREATED OR PLASTIC
BURLAP FROM PLANT BALL.
2. INSTALL TOP OF PLANT BALL UP T(
3"-4" ABOVE EXISTING GRADE.
3. SOAK PLANT BALL AND PIT IMMEDIA
AFTER INSTALLATION.
4. REMOVE ALL STRING OR WIRE FROA
BASE OF TREE
5. KEEP MULCH 2" AWAY FROM TREE
TRUNK BASE.
FINISHED G
CER l
INIMUM LIMIT OF MULCH
-'SOIL REMOVED FROM HOLE
TREE PLANTING
4" MULCH AS SPECIFIED
TOP OF ROOT BALL
1" ABOVE FINISHED GRADE
CLEAN BACKFILL TO EXISTING
AND FINISHED GRADE
VARIES MI
2" MOUND
ter'
UNDISTURBED SOIL
VARIES
SHRUB PLANTING
NTS
=R OF MULCH
CER BERM TO
WATER.
TOP 1/3 OF
FROM BALL
REMOVED FROM HOLE
IRBED GROUND
UNDER BALL TO MINIMIZE
SETTLEMENT
NTS
NTS
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I G-2354
www.4Dsitesotutions.com
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
EROSION
CONTROL &
WATER DETAILS
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-602

BRICK SUPPORT
ON EACH SIDE
OF PIPE
ING TO BE EXPOSED
\\�
o a e 2• ae
1" a nd n n e n n
v a
........... d
TAMPED BACKFILL
VALVE NUT ONLY
MECHANICAL JOINT
WITH GRIP RING
uiu nr �a" Tuacenrn
BRASS PIPE NIPPLE 2" DIA
RICK TO
OR LONGER TO BRING PIPE
SUPPORT
UP TO FINISHED GRADE
VALVE BOX
=NE�
MIN 18-
"
PIPE NIPPLE 2" DIA
CONCRETE BLOCKING
MIN. 1/3 C.Y. AT 3000 P.S.I.
_MASONRY BLOCK
6" a
WITH 2" THREADED PORT
NOTE: SEE TYPICAL VALVE BOX DETAIL NTS
FOR BRICK INSTALLATION
1 PERMANENT BLOW -OFF ASSEMBLY
ISOMETRIC
PLAN
ELEVATION G
LAYI N G
CONDITIONS
TYPE 1
TYPE 2
TYPE 3
TYPE 4
\ + +
\\ + +
\\ ++ +++
+ +
5.
IfeJO
DESCRIPTION
FLAT BOTTOM UNDISTURBED
EARTH TRENCH, LOOSE BACKFILL
FLAT BOTTOMED UNDISTURBED EARTH
TRENCH. BACKFILL LIGHTLY
CONSOLIDATED TO CENTERLINE
OF PIPE.
PIPE BEDDED IN 4" MININUM
JOB EXCAVATED MATERIAL.
BACKFILL LIGHTLY CONSOLIDATED
TO TOP OF PIPE.
PIPE BEDDED IN SAND, GRANULAR
MATERIAL OR GRADED GRAVEL TO
THE DEPTH OF 1 /8 PIPE DIAMETER,
4" MIN. JOB EXCAVATED MATERIAL
COMPACTED TO 4" ABOVE TOP OF PIPE.
(APPROX. 95% STANDARD PROCTOR,
AASHTO T-99)
PIPE BEDDED TO ITS CENTERLINE
IN COMPACTED GRANULAR MATERIAL
4" MIN. UNDER PIPE. COMPACTED
GRANULAR OR SAND MATERIAL TO
4"ABOVE TOP OF PIPE.
(APPROX. 95% STANDARD PROCTOR,
AASHTO T-99)
5 TYPICAL LAYING CONDITIONS
IY Of
bi
1' FROM EDGE OF ROW 0-
0
D_
i METER BOX LID, CAST IRON
PROJECT USE
EXISTING AS NOTED ON PLANS
ROAD
ROAD SHOULDER
NOT USED. BACKFILL AS
INDICATED
X
0 �Z cOQ
I
NEW WATER LINE 45° BEND SERVICE LINE TO
CORPORATION METER CONNECTION
COCK-A.Y. MCDONALD OR EQUAL
SERVICE SADDLE - A.Y. MCDONALD OR EQUAL
STYLE HINGED 3891 FOR 3/4"
SERVICE SADDLE - A.Y. MCDONALD OR EQUAL
NOT USED. TRENCH WIDTH
PIPE O.D. + 18" FOR PIPES UNDER 33" O.D.
NOTE: PIPE O.D. + 24" FOR PIPES OVER 33" O.D.
1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE,
45° BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN
MAKING A COMPLETE SERVICE CONNECTION.
2. SERVICE PIPING TO BE 3/4" SDR-9 PE TUBING
3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
NTS
ALL DUCTILE IRON GRAVITY 2 TYPICAL WATER SERVICE CONNECTION
SEWER LINE.
AS SHOWN PRECAST CONCRETE STEAMER
EDGE ON PLANS PROTECTION RING CONNECTION
ALL PVC WATER OF
LINE AND PVC ROAD
FORCE MAIN.
2 1/2" HOSE
CONNECTION
w
li
U
6" G.V. & BACKFILL-1-9a_
C. I. BOX Cn
6" WATER STONE a
LINE (7 C.F. MIN.)
ALL PVC GRAVITY D'
SEWER LINE. `11
b CONC.
BLOCKING
4-3/4" TIE RODS WITH BRACKETS (SEE NOTE)
6" HYDRANT TEE WEEP HOLE TO
(SEE DETAIL) REMAIN OPEN
NOTE:
1.)TIE HYDRANT TO MAIN LINE MASONRY BLOCK 2'-0"
W/TIE RODS IN LIEW OF CONC.
BLOCKING IN SANDY SOIL.
2.)MECHANICAL JOINTS USED WITH GRIP RINGS
NTS NTS
F6 FIRE HYDRANT ASSEMBLY INSTALLATION
9"
o-
w
0
U
3/4 Inch Gate Valve
CAST IRON Z Required on
g Customer side
Do
3 X 18" Within 12 inches of
++++++++' + + + + SERVICE LINE B SS NIPPLE the Meter Box
+ + + ++�+ + + + + FROM STREET
+ + + +YVA�+ + +1� 11"
+ + M T R +
++++ ++++
++++++++++
++++++++++
METER SETTER
7
CENTERED
163/4" IN BOX METER TO BE INSTALLED P.R.V. Location down stream of the cut-off valve
BRICK SUPPORT
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED METER SETTER WITH
DOUBLE CHECK VALVE
2. INCLUDE STONE IN PRICE OF METER BOX. (BACKFLOW PREVENTER)
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
NTS NTS
4 METER BOX DETAIL FOR 3/4" SERVICE 8 TYPICAL 3/4" METER BOX INSTALLATION
BRASS MARKER PLATE MARKED PLATE
WITH ANCHOR
3/4" CHAMFER AT
. —�-
EACORNER
V
M
CAST THE LETTERS "MV" IN
ONE FACE OF THE CONCRETE 4 #3 BARS
MARKER AND ORIENT TOWARD
0
I
THE ROADWAY
ROTATE MARKER TO OTHER END
FOR BLOW -OFF
O
VALVE NO.
8
120
4" SQ. PRECAST CONC.
25 FT.
POST (4000 P.S.I.)
PLATE WITH VALVE NUMBER,
DIRECTIONAL ARROW -POINTED
TO MARKED VALVE & DISTANCE
TO THE NEAREST FOOT.
NOTES:
PAINT MARKER BLUE AFTER INSTALLATION
9 TYPICAL VALVE MARKER DETAIL
VALVE BC
6"-8" EXCESS
LOOPED IN BOX
TRACER WIRE
NOTE: NO. 1
DRILL HOLE
'I,iilll�� I�IIIIIIIII� III
NOTE:
AT PIPE INTERSECTIONS, MULTIPLE
VALVES, RUN WIRE UP AT ONLY
ONE VALVE.
SINGLE 12 AWG SOLID CORE WIR
TRACER WIRE TO BE LAID
UNDERNEATH WATER LINE
PLACE EMPTY VALVE BOX AT INTERVALS WHERE
VALVES DO NOT OCCUR & PLACE TRACER WIRE
IN BC"
PRECAST CONCRETE PROTECTI,
,FINISHED GRA[
BOX
P.V.C. PIPELINE
VALVE
)NRY BLOCK
NOTES:
1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-8" EXCESS
2. PLACE TRACER WIRE IN VALVE BOX AT 1,000" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL.
NTS 3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A
BRASS SCREW TO THE VALVE BOX.
10 TYPICAL TRACER WIRE INSTALLATION
NTS
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED
3. NO CONCRETE SHALL COVER ANY BOLTS OR GLA
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL. POLYETHYLENE PRIOR TO POURINC
BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHI
ON THE THRUST BLOCKING SCHEDULE.
X
6" MIN.
A
A
X MIN.1/3 C.Y. AT 3000 P.S.I.
PLAN BENDS
J" O OR LESS
24" MIN. — 12" O OR LESS
X
HYDRANT TEE
PLAN TEES
18" MIN.
®000000000000
11 THRUST BLOCK DETAIL
NTS
FINISHED GRADE
° 2"
4
°
d BACKFILL TO EDGE
III1 I I =III
I III -III - -III'
PRECAST CONCRETE
PROTECTION RING
J F-
Q Z
W
O N
N Q
VALVE BOX
VALVE OPERATOR NUT
3 TYPICAL VALVE BOX DETAIL
THRUST BLOCKING
PE PLASTIC TO PROTECT
TAPPING SLEEVE
EXISTING WATER MAIN
NTS
O TAPPING SLEEVE SHALL BE ROMAC BRAND
MODEL SST MANUFACTURED WITH 316
40 Q STAINLESS STEEL.
TAPPING VALVE O
WITH VALVE BOX
NEW WATER MAIN
NTS
7 TYP. TAPPING SLEEVE & VALVE ASSEMBLY
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] License number I C-2354
www.4Dsitesotutions.com
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Qk S S Ord,. •�j i
SEA
02
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07-Z7-22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
WATER DETAILS
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-603