SW8140605_Approved Plans_20140911

TREES TO BE REMOVED:
TREE INVENTORY
NUMBER
TYPE OF
TREE
TREE SIZE
( 1 )
OAK
15"
( 2 }
OAK
12"
( 1 )
OAK
11"
( 1 )
OAK
8"
( 3)
PINE
20"
( 1 )
PINE
19"
( 5)
PINE
18"
( 5)
PINE
17"
( 3)
PINE
16"
19
PINE
15"
( 20)
PINE
14"
( 31 )
PINE
13"
( 31 )
PINE
12'
( 3)
MAGNOLIA*
8"
* DENOTES SIGNIFICANT TREES TO BE REMOVED
( 126 ) TOTAL TREES TO BE REMOVED
( 3 ) TOTAL SIGNIFICANT TREES TO BE REMOVED
24" TOTAL CALIPER REMOVED
Aa" TOTAL CALIPER TO BE REPLACED
PROPOSED TREES:
(128) 2" CALIPER WAX MYRTLES
(59) 4" CALIPER EASTERN RED CEDAR OR LEYLAND CYPRESS
_4U" TOTAL CALIPER PROVIDED
Certificate of Disclosure: PRIVATE ROADS
I (we) the developers of VILLAGE AT MOTTS LANDING PHASE 2A
subdivision located in the unincorporated area of New Hanover
County understand that the roads in said subdivision are
designated private. I understand that ownership and maintenance of
the roads will be the responsibility of the developer until such time
that the developer designates the responsibility to the property
owners' association. Responsibilities must be accepted by the
homeowners association as specified in the homeowner covenants
for said subdivision. The private roads in said subdivision are to be
constructed in accordance with Section 52-4 of the New Hanover
County Subdivision Ordinance and all applicable County Codes which
includes the design, installation, inspection, and approval by a
licensed Professional Engineer (PE) recognized in the State of
North Carolina prior to final plat approval for all or a portion of
the subdivision. If all or a portion of the road infrastructure
system within the subdivision is bonded through a surety,
performance bond, or cash escrow, no bond shall be released until
all road construction improvements are complete . and certified by
the Professional Engineer.
It shall be disclosed to the prospective buyer of a lot or lots
within the subdivision that road maintenance shall run through the
property owners association in perpetuity after acceptance from the
developer until such time that the roads are re -platted as
publically designated roads and taken over for maintenance through
the North Carolina Department of Transportation (NCDOT) or
appropriate governing authority.
Developer's Name
Date
7
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N
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NOTES:
,-
1) PHASE 2A IS NOT LOCATED WITHIN 100-YR FLOOD ZONE.
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2) CONSERVATION RESOURCES DO NOT EXIST WITHIN PHASE 2A.
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3) TOPOGRAPHY AND TREE SURVEY COMPLETED BY SHERWIN CRIBB
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LAND SURVEYING.
4) STREET LIGHTS TO BE INSTALLED.
5) ROADS IN 2A ARE PRIVATE.
6) ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED
s
STORM DRAINAGE SYSTEM.
7) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND
LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF
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PROPOSED CONNECTIONS.
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8) 10' UTILITY EASEMENT ALONG ALL STREET FRONTAGE.
9) THIS SECTION SHALL NOT BE A GATED COMMUNITY.
10) NO PARKING, OBSTRUCTIONS OR GATES WILL BE ALLOWED
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WITHIN THE PUBLIC RIGHT OF WAY.
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LOCATION MAP
SITE DATA:
OWNER:
AFTEW PROPERTIES, LLC
SITE ADDRESS (PER NHC
GIS): 71 SANDERS ROAD
85 SANDERS ROAD
NHCo. PARCEL No.
R07600-006-181-000
R07600-006-001-000
LATITUDE & LONGITUDE
34'7'36.26"N 77'54'00.74"W
ZONING
R-15 RESIDENTIAL DISTRICT
USE
RESIDENTIAL DUPLEX
TRACT AREA
4.0 ACRES
PROJECT AREA
4.8 ACRES
DISTURBED AREA
4.52 ACRES
TOTAL No. OF UNIT PROPOSED 12 UNITS
No. OF BEDROOMS PER UNIT 3
PROPOSED IMPERVIOUS AREA
12 LOTS ® 3,500 SF 42,000 SF
FUTURE 7,500 SF
TOTAL PROPOSED IMPERVIOUS AREA 49,500 SF
*PARKING TO BE LOCATED WITHINPRIVATE DRIVEWAYS
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DEVELOPER:
AFTEW PROPERTIES, LLC
DR. ARNOLD SOBOL, MANAGER
2020 S. CHURCHILL DRIVE
WILMINGTON NC 28403
PHONE # [phone]
-+ LEGEND
PROPOSED
SEWER SERVICE
PROPOSED
WATER SERVICE
gp PROPOSED
STORM WATER
LIMITS OF DISTURBANCE
X TSF TEMPORARY
SILT FENCE
PHASE LINE
REVISIONS
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EXISTING TREE W/TREE PROTECTION
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EXISTING SPOT ELEVATION
- - -----32- - -- -
-- EXISTING CONTOUR
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DROP INLET w/INLET PROTECTIO
--�- • • • -�-- • • • -►
PROPOSED 5:1 SWALE
PROPOSED 2" CALIPER WAX MYRTLE
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PROPOSED 4" CALIPER EASTERN
RED CEDAR OR LEYLAND CYPRESS
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DATE RINTED
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- SEAL
17374 Q -
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DATE 08-27-14
DESIGN PGT
DRAWN M LV
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SHEET 1 OF 3
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NOTES:
1. ALL IMPERVIOUS SURFACES FROM LOTS 75-86 MUST BE CONVEYED
TO THE INFILTRATION BASIN BEHIND LOTS 75-86.
2. ALL DRAINAGE EASEMENTS MUST REMAIN FREE OF OBSTRUCTIONS
INCLUDING FENCES.
3. THE DEVELOPER OR HOA IS RESPONSIBLE FOR MAINTENANCE OF
ALL DRAINAGE EASEMENTS AND THE STORMWATER SYSTEM.
Certificate of Disclosure: PRIVATE ROADS
I (we) the developers of VILLAGE AT MOTTS LANDING PHASE 2A
subdivision located in the unincorporated area of New Hanover
County understand that the roads in said subdivision are
designated private. I understand that ownership and maintenance of
the roads will be the responsibility of the developer until such time
that the developer designates the responsibility to the property
owners' association. Responsibilities must be accepted by the
homeowners association as specified in the homeowner covenants
for said subdivision. The private roads in said subdivision are to be
constructed in accordance with Section 52-4 of the New Hanover
County Subdivision Ordinance and all applicable County Codes which
includes the design, installation, inspection, and approval by a
licensed Professional Engineer (PE) recognized in the State of
North Carolina prior to final plat approval for all or a portion of
the subdivision. If all or a portion of the road infrastructure
system within the subdivision is bonded through a surety,
performance bond, or cash escrow, no bond shall be released until
all road construction improvements are complete and certified by
the Professional Engineer.
w
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It shall be disclosed to the prospective buyer of a lot or lots BASIN
within the subdivision that road maintenance shall run through the
1.
property owners association in perpetuity after acceptance from the NORMAL POOL DIMENSIONS
developer until such time that the roads are re -platted as
publically designated roads and taken over for maintenance through 1 "=50'
the North Carolina Department of Transportation (NCDOT) or
appropriate governing authority.
Developer's Name
Date------------------
Designer's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title: Phillip G. Tripp. P.E.
Date:
Registration Number: 17374 SEAL
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without the written authorization of
New Hanover County." BASIN #2
Signature:
Printed Name and Title: NORMALDate: POOL NMENSIONS
1 "=50'
NOTES:
1) PHASE 2A IS NOT LOCATED WITHIN 100-YR FLOOD ZONE.
2) CONSERVATION RESOURCES DO NOT EXIST WITHIN PHASE 2A.
3) TOPOGRAPHY AND TREE SURVEY COMPLETED BY SHERWIN CRIBB
LAND SURVEYING.
4) STREET LIGHTS TO BE INSTALLED.
5) ROADS IN 2A ARE PRIVATE.
6) ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED
STORM DRAINAGE SYSTEM.
7) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND
LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF
PROPOSED CONNECTIONS.
8) 10' UTILITY EASEMENT ALONG ALL STREET FRONTAGE.
9) THIS SECTION SHALL NOT BE A GATED COMMUNITY.
10) NO PARKING, OBSTRUCTIONS OR GATES WILL BE ALLOWED
WITHIN THE PUBLIC RIGHT OF WAY.
SITE PLAN,
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/031.42 ,4 W W t ` V 3 .6
w w w w w w w :� WEIjL TRACT =27.21 i 8 �. 4.2 I + (N 0
w w w w w w \ 1 ANC __ _ INV IN E =26.92 ql `� `1 ^�� W W ,` 1 DRAINAGE 1AND
% _ INV
AGCE$�S EASEMENT
-~ ` !� \ MAINTENANCE ESMT
`' \NV -OUT-_26-92_.,._ - �" 1
w w / w w w w �. MAP B06K 55 PAGE 192 rri W
w w w w w , !-EpCAiEo ' ` W 3 PROP 0S WET
w w w w w w wI ' AECEASEMENI -} 3 W ` ' ` X3s.3
1 wIlalvc - E . - x38. D ETENTIO BASIN
w w w w w w i - - _ _ -- - _ » _ _ ` \ .6 TOP OF �ANK 33.0
I \ _ _ - - --' ` `- - --I � \��° • \ ! TEMPORA POOL 31.5
w w v w w w WELL � 4 zw '` 32.8 ,
i 't.� Q
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i w w w w w w \ 1 S _ \ 1\
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w w w w w w w� ti' ( , W W W 35� (SEE DETA )
w w \w w w w w J \ ; �j /_ W W W W
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S
SITE DATA:
FORW' '_
SITE
LOCATION MAP
OWNER:
SITE ADDRESS (PER NHC GIS):
NHCo. PARCEL No.
LATITUDE & LONGITUDE
ZONING
USE
TRACT AREA
PROJECT AREA
DISTURBED AREA
4P
AFTEW PROPERTIES, LLC
71 SANDERS ROAD
85 SANDERS ROAD
R07600-006-181-000
R07600-006-001-000
34'7'36.26"N 77'54'00.74"W
R-15 RESIDENTIAL DISTRICT
RESIDENTIAL DUPLEX
4.0 ACRES
4.8 ACRES
4.52 ACRES
TOTAL No. OF UNIT PROPOSED 12 UNITS
No. OF BEDROOMS PER UNIT 3
PROPOSED IMPERVIOUS AREA
12 LOTS ® 3,500 SF 42,000 SF
FUTURE 7,500 SF
TOTAL PROPOSED IMPERVIOUS AREA 49,500 SF
*PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS
DEVELOPER:
AFTEW PROPERTIES, LLC
DR. ARNOLD SOBOL, MANAGER
2020 S. CHURCHILL DRIVE
WILMINGTON NC 28403
PHONE # [phone]
PHASE 'LINE
w W EXISTING WETLAND
X31.9 EXISTING SPOT ELEVATION
EXISTING CONTOUR
PROPOSED SPOT ELEVATION
PROPOSED TOP OF WALL EL AT10
3� )s
® DROP INLET w/INLET PRO
-► • • • -�•-- • • • --►- PROPOSED' 5:1 SWALE
L_ o
BY°
D
DATE PR -
RIFF
REVISIONS
Date Description I By
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DATE 08-27-14
DESIGN PGT
D RAW N M LV
C 2
SHEET 2 OF 3
14004

- EXISTING TREE
t,
DRIPLINE
3' MIN. STAKE
HEIGHT ABOVE
PROTECTIVE, i .
t .. V GRADE
BARRIER`
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
NOT TO SCALE
5.1
STAKE TO SUPPORT
WIRE
\-COIR MESH OR SIMILAR, STAPLES OR
TRENCHED INTO BOTTOM OR SIDE
CROSS SECTION OF POROUS BAFFLE
NTS
OUTLET STRUCTURE DATA
BASIN #
TOP
BOTTOM
INLET
(ORIFICE)
WEIR
OUTLET
OUTLET
INV. IN/
ELEV.
ELEV.
SIZE/INVERT
SIZE/INVERT
SIZE
INV. OUT
1
33.94
30.90
1.5"/33.00
36"/33.50
18 inch
31.6/31.5
2
32.05
29.05
0.75"/31.00
12"/31.50
18inch
30.3/30.25
TOP OF
WEIR
INLET (ORIFICE)
`6„ '
4)-Opp
PLAN
GALV. BAR GRATING - 1 "x1/8" BEARING BARS
(MAX OPENING 4"). FASTEN WITH TYPE J
kNK 3 CLIPS. ATTACH TO 1-1/4"x1-1/4"x1/4"
1 GALVANIZED ANGLE FRAME. MORTAR FRAME TO
TOP OF OUTLET STRUCTURE.-7
PVC ORIFICE STUBBED INTO TOP
OUTLET STRUCTURE
(1) PVC SCREW TYPE PLUG (TOP)
(1) PVC TEE
OUTLET WEIR
LO
INLET
(ORIFICE)
BOTTOM 3
SECTION A - A
WET DETENTION BASIN OUTLET STRUCTURE
NTS
HARDWARE CLOTH
OPENINGS)
NCDOT #5 OR #
WASHED STONE
STEEL
NCDOT #5 OR
WASHED STON
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACI
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUT
SURROUNDING THE INLET. SPACE POSTS EVENLY ARI
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEE
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE AND BOTTOM PLACINGA 2-FOOT FLAP OF WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. MAINTENANCE:
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (i INCH
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
SMOOTH TO AN EVEN GRADE. OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
REMOVE ACCUMULATED SEDIMENT,AND ESTABLISH FINAL GRADING ELEVATIONS. SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
BAFFLE CONSTRUCTION SPECIFICATION:
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT
TO BACK AND SIDE TO SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF
THE SEDIMENT TRAP.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24
INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND
INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE
TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN
THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD
BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN
THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS
THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES.
5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE
ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING.
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR
MATERIAL, OVER A SAWHORSE OR THE TOP WIRE. HAMMER
REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE
FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN
THE WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT
STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE
ANCHORED IN A TRENCH OR PINNED WITH 8-INCH
EROSION CONTROL MATTING STAPLES.
8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS
PIECE ACROSS THE BASIN.
PVC END CAP
1 tJI V IL IF
PVC ELBOW
PVC PIPE VENT
SCHEDULE 40
PVC TEE PVC END CAP PVC PIPE
PVC PIPE J" HOLES
IN UNDERSIDE
FLEXIBLE HOSE
CONNECTED TO ORIFICE \
-1 /2 GA. o
DIATE WIRES[
M
x
0
M
R
m
L,I
J
SITE
1.
WORK NOTES
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
REVISIONS
pate
Description
By
A
- STEEL POST
WIRE FABRIC
FILTER FABRIC
A
o-
2.
3.
4.
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
R 1
9.11
REV'D BASIN 2
ORIFICE SIZE #
MLV
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
SEE PLAN
PLAN
7.
8.
9.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
nSEE
R FABRIC
SECTION A - A (MIRAF! 100 X OR
APPROVED EQUAL)
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE IN WRITING NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING
NOTES: ENERGY DISSIPATOR 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
1. FENCE FABRIC SHALL' BE A MIN. OF 32" IN WIDTH AND RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY NTS APPROPRIATE PERSONNEL
.SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
"C" ENCLOSURE
.,TER ENTRY UNIT
SCEHDULE 40
/ PVC PIPE
END viEw FRONT viEw
EARCLOTH SKIMMER DETAIL,
NTS
BASIN #1: 4" SKIMMER W/3.7" ORIFICE
BASIN #2: 3" SKIMMER W/2.5" ORIFICE
PERM. POOL TO
SHELF BOTTOM
50 PLANTS
PER 00 SF
QUANITY
BASIN#1
BASIN#2
BASIN#jBASIN#2
PLANT TYPE
BASIN#1
BASIN#2
BOTANICAL NAME
COMMON NAME
ROOT
CA
2841 SF
1602 SF
710
401
HERBACEOUS
355
200
SAGITTARIA LATIFOLIA
DUCK POTATO
CONT.
4" POT
355
201
PONTEDARIA CORDATA
PICKEREL WEED
CANT.
4" POT
CALIPER
PERM. POOL TO
50 PLANTS
SHELF TOP
P 200 F
QUANITY
BASIN#1
BASIN#2
ASIN#
BASIN#2
PLANT TYPE
BASIN#1
BASIN#
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
380
225
HIBISCUS LAEVIS 'FTA
MALLOW
CONT.
4" POT
3041 SF
1805 SF
760
451
HERBACEOUS
380
226
EUPATORIADELS
JOE PYE WEED
CONT.
4" POT
FISTULOSUS
NO PLANTINGS WITHIN 10'
OF OUTLET STRUCTURE
.%.�p��.�s'•••••��- •►-••••••tee �'� `•
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Ratio 41
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WET DETENTION BASIN DATA
BASIN #
TOP OF BANK
ELEV.
TEMPORARY
POOL ELEV.
PERMANENT
POOL ELEV.
SHWT
EMERGENCY
SPILLWAY EL.
BOTTOM
MAIN/FOREBAY
SEDIMENT BOTTOM
MAIN/FOREBAY
1 „
35.00
33.50
33.00
33.00
34.30
27.0/28.0
26.0/27.0
2
33.00
31.50
31.00
31.00
32.25
26.0/28.0
25.0/27.0
10' V EG. 10' VEG.
TOP OF BANK TOP OF BANK
FLOOD PQQL
1� TOP OF SHELF NORMAL POOL
3 1 1 p BO OM OF SHELF 0 1
1L_ MAIN POOL 3 1 1 �- FOREBAY 3 1
3 3 3
BOTTOM
SEDIMENT 'BOTTOM BOTTOM
SEDIMENT BOTTOM
* POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS
* 101 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES I.E. PICKEREL WEED, DUCK POTATO, SWAMP ROSE, BLUE FLAG
AND CARDINAL FLOWER
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES
WET DETENTION BASIN & FOREBAY SECTION
NTS
NTS
EMERGENCY SPILLWAY DATA
BASIN #
TOP OF BANK
BOTTOM OF
SPILLWAY
WIDTH
ELEV.
(FEET)
ELEV.
1
35.00
34.30
40
2
33.00
32.25
40
COMPACTED SUBGRADE�
EMERGENCY SPILLWAY DETAIL
NTS
ORIFICE PLATE
PVC TEE
CC
ENERGY DISSIPATOR DATA
STR. #
Q25 (CFS)
L (ft)
W (ft)
D (ft)
PIPE SIZE
(inch)
DI No. 1
to Basin
2.87
8.00
8.00
1.00
15
DI No. 3
5.50
10.00
10.00
1.00
18
to Basin
DI No. 6
4,11
8.00
8.00
1.00
15
to Basin
30"FES
25.36
18.50
16.00
2.00
30
11. EXISTING SURVEYING PERFORMED BY SHERWIN CRIBB AND SUPPLIED BY THE 'OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR A P SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. Q
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
AS REQUIRED
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
'n
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
2" SUPERPAVE SF 9.5A ASPHALT
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-1 15, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
20.
NIGHT REFLECTING.
z
CRUSHED
DUCTILE IRON SHALL BE CLASS 50.
•: •. ;;;
Opp
STONE
o0�
.`::
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
BASE
STRENGTH OF 3000 PSI @ 28 DAYS -AIR ENTRAINED.
/\�
22.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
O
O
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
COMPACTED/j�/j�/,�'
PAID FOR BY THE CONTRACTOR.
BACK FILL
23.
SEE GEOTECHNICAL REPORT N0. _________, DATED _______, BY _________
FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION
1.
SEQUENCE
NO CUT SLOPE FILL
PAVEMENT REPAIR
DETAIL
OR SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
F4
NTS
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE 'CONTROLLED
W
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
O
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. z
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION. ("_141.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. w
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE E-T
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
CLEANED OUT AS STATED OR WHEN HALF FULL. U)
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN W
DURING CONSTRUCTION, REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER E 4 O
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. O 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPSC\2
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. A ��
8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF Z
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS. O
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS z
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. Q ;
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT' COMPLETION.
MAINTENANCE PLAN &4
PLAN NPDES GROUND STABILIZATION CRITERIA 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND W W
I
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN A z
CONC. COLLAR 1-0" ASPHALT PAVEMENT LATE WINTER do EARLY SPRING ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. �i TEMPORARY GRASSING DETAIL 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY •
ELEV. VARIES TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
d `. Q SEEDING MIXTURE THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
SPECIES RATE ObLaSW THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED •
" 2' 0" Rye (grain) 120 ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. a
Annual Iespedezo (Kobe in 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK 0
BRICK MASONRY V) Piedmont and Coastal Plain,
w Korean in Mountains) 50 AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION 1-:11
FLOW beyond lespedeza when duration of temporary cover is not to extend WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL CC)
4„ > y°nuBE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. C\2
SEEDING DATES: DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
' Mountains -Above 2500 ft: Feb. 15-May 15 SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
3000 PSI CONC. Below 2500 ft: Feb. 1-May i �I
t4. oo Piedmont -Jan. 1-May 1 ONCE A WEEK AND AFTER EVERY RAIN EVENT. ��
Coastal Plain -Dec. 1-Apr. 15 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS ,. q
SOIL AMENDMENTS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE 0
SECTION TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF w ;...i
Follow recommendations of soil tests 0 apply 2,000 Ib/acre ground agricul- ACTIVITY ASSOCIATED WITH A SWALE. Rj
tural limestone and 750 lb/acre 10-10-10 fertilizer.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
DROP INLET DETAIL MULCH THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST O
NTS APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF 'EXTRA STRENGTH N p co
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD r-i O
NOTE USED AS A MULCH ANCHORING TOOL BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC I" ,Li Lo Lo c;
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE 2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE 0 1 a
STD. M.H. RING & COVER
MIN WEIGHTS:
FRAME: 208 LBS.
COVER: 120 LBS.
hfORTCEMENT
AR SEAL
OC
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-BN-47
FOR YARD INLETS
SITE AREA
STABIUZATION
STABIUZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME
EXCEPTIONS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER (HQW)
ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR
THAN 3:1
LESS IN LENGTH AND
ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES
FLATTER
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
FLATTER THAN 4:1
HQW ZONES)
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK' WILL BE REPAIRED
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OR IS DAMAGED.
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
[�]
4
Z
^
co
O
�
co
O
�
Z
n
w
Z
TEMPORARY SUMMER GRASSING DETAIL
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
SEEDING MIXTURE
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE, TEAR, DECOMPOSE OR BECOME
a
Q)
�
SPECIES RATE Ub/acra�
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
Of
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
,r•,I
F_
cERMAN MILLET 40
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT
P-4
'
o
IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUNDANGRASS MAY BE
SUBsmuTED AT A RATE OF 50 Ls/''`cRE
BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
0
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
]
r--i
SEEDING NOTES
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES 'WILL BE REPAIRED OR
��.,
a
d
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
i�-
MOUNTAINS - MAY 15-AUG. 15
PIEDMONT -COASTAL
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
PLAN Y APR.115 -AUG. 15
THE HEIGHT OF THE 1 ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
WILL BE KEPT CLEAN.
SOIL AMENDMENTS
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,ODO LB/ACRE GROUND AGRICUL-
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL
PLAN OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
MULCH 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE PUMPS, TANKS, HOSES AND
PRECAST 4" RISER RING APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING, INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
PRECAST M.N. UNITS WITH " USED AS A MULCH ANCHORING TOOL
CAW IN LACE STEPS ® 12 Oc SPRING -SUMMER
DO APP OVED MAINTENANCE PERMANENT GRASSING DETAJL ,,,��,�\�
SEEDING MIXTURE . • FEss �' • �/j
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IM- V �O ,(Q • /�J i
MEDWTELY FOLLOWING EROSION OR OTHER DAMAGE. FSPECIES ALL -WINTER RATE Ub6CM) Q •'. / ;_
PENSACOLA eAHUGRASS 50 - S E A L
PERMANENT GRASSING DETAIL SCE ERMMUDAGAGRASS _ a
W TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE TALL FESCUE 17374
RATE hZgg � SEEDING NOTES
SEEDING MIXTURE � �_.-..
RATE Ib GC�i TALL FESCUE (BLEND OF TWO OR ♦ /A • •' • • • • ��\
SPECIES �THREE IMPROVED VARIETIES) 200 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. / GREGG � ��
120 RYE �MMN) 25 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED STIES WHERE IT CANN - / /, �\ �
CONC. M.H.
Rye (gram)
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 ID/acre CENT[ EGRASS.
/011111100
BLOCK
SEEDING DATES
1 " " MANH
LE DIAM E 5 3/4
SEEDING NOTES
,IANunRY _ ,�
SEEDING GATES
mw LARGE
i3 LARGE
THAN THE
T PIPE $
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
AUGUST - DECEMBER
APRIL 1 - JULY 15
DATE 08 -- 2 7 -14
o FORM
FLOW CHAN E
SOIL
L AMENDMENTS
DESIGN PGT
X
SOIL AMENDMENTS
APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.00D-5,ODD lb/acre
SOIL AMENDMENTS
O
n.
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
GROUND AGRICULTURAL LIMESTONE USE THE LOWER RATE ON SANDY SOILS) AND
(
i,00D Ib/ocxe 10-10-10 FERTILIZER.
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 Ib acre
/
DRAWN MLV
.,
a
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
GROUND AGRICULTURE LIMESTONE AND 500, lb/acre 10-10-10 FERTILIZER.
t .
. • 00
MULCH
I
MULCH
STRAW BY TACKING
APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH: ANCHORSTRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP-
MULCH • �
3'-3" MIN.
3'-1 3 "MIN.
APPLYOR A 4.000 AIIHORINGSTOOLW. ANCHOR INGSET NWITH ASPHALT.
DISK WITH BLADES CAN BE
USED MULCH A MULCH ANCHORING TOOL
LNG WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL
APPLY 4,000 Ib/acre GRAIN STRAWOR EQUN OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT, R OR NETTING OR BY CRIMPING .
C3
0!N
MH RINGS
WITH A MULCH ANCHORING TOOL A DISK WITH ES SEA NFIIRLY, Si` ItU CAF BE
MAINTENANCE
MAINTENANCE
USED AS A MULCH ANCHORING TOOL
SECTION
Repair and refertilize damaged areas immediately. Topdress with 50 Ib/ocre
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 /acre NITROGEN IN JANUARY
a -
MAINTENANCE
STORM MANHOLE
of nitrogen in March. If it is necessary to extend, temporary cover beyond
June 15. overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain
or Korean (Mountains) lespedeza in late February or early March.
OR FEBRUARY, 40 lb IN SEPTEMBER AND .40 tb IN NOVEMBER, FROM A 12-4-8.
16-4-8. OR SIMILAR TURF FERTILIZER.` AVOID FERTILIZER APPLICATIONS DURING
WARM AS THIS INCREASES STAND LOSSES To DISEASE. RESEED, FERTILIZE,
REfERiIUZE THE FOLLOWING 11PRIL WITH 50 Ib/acre NITROGEN. REPEAT AS GROWTH
SHEET 3 0 F 3
DRAIN
DLETAIL
MULCH AS IMMEDIATELY.
AS MULCH DAMAGED AREAS IMMEDIATELY. MOW TO HEIGHT
REWIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
A OF 2.5-3.5 INCHES
AS NEEDED.
OE5IRED, OMIT SERICEl1 AND MOW AS OFTEN AS NEEDED.
14004
NTS

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