SW8120318_APPROVED PLANS_20120501

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�Ol ,5­6
WYYMMDD

I
I
N/F
BAYSHORE ESTATES, INC.
DEED BOOK 681 PAGE tog
of
0
O
D
v
- ----z-------._....._...._.._..�-
N/F
.-UDITH CLARK & REMLYP. CLARK
DEED BOOK 5236 PAGE 763
N/F
BAYSHORE ESTATES, INC.
DEED BOOK 681 PAGE log
54G'14'34'W 180.23'
89.83' jL
4V IL
d
"404" WETLAN05
m
U o
,1fa
"404" WETLANDS LINE TADLE
LINE
LENGTH
BEARING
L 1
35.5G
N7G°28' 1 2"E
L2
40.59
N4001 033T
L3
29.07
N7G004' 15"E
L4
32.40
539°04'42T
L5
30.74
53G°3G53T
LEGEND
PROPERTY LINE
PROPOSED PARKING
PROPOSED BUILDING
- - - - - - - - - - - - - - - -
EXISTING PAVEMENT
• • • . • • •
STORMWATER BMP
--� -- -- - -- -
EASEMENT
- W-W
PROPOSED WATER
ss ss
PROPOSED SEWER
- - - _ ----
LIMITS OF DISTURBANCE
sv sF
TEMPORARY SILT FENCE
rP TP
TREE PROTECTION FENCE
NOTE: ALL GRADING WORK WITHIN TREE
PROTECTION AREAS TO BE DONE BY HAND.
NO HEAVY MACHINERY TO BE USED WITHIN
DESIGNATED TREE PROTECTION AREAS.
EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED
�-
RUNOFF DIRECTION
BUY
INLET PROTECTION
4�2
PROPOSED LANDSCAPE AREA
FOUNDATION PLANTINGS
PROPOSED BUILDING EXPANSION
®
PROPOSED GRAVEL PARKING
PROPOSED CONCRETE PARKING
PROPOSED STORMWATER BMP
EXISTING WETLANDS
�PROPOSED SSMH#3
RIM �28.75
INV. OUT = 23.75
(1) B.O. ASSEMBLY M x9
--~M--- - --_
1 P WATER SERVICE
�(36" MIN. BURY)
1" METER ASSEMBLY
& BACKFLOW PREVENTION
SITE DATA
PROPERTY AREA: 1.654 ACRES
PROPERTY ZONE: B-2
PARCEL ID: R03600-005-020-003
DEED: DB 5530, PG 2614
ADDRESS: 7976 MARKET STREET
WILMINGTON, NC 28411
SETBACKS: FRONT 50'
SIDE 30'
REAR 35'
PARKING CALCULATIONS:
39 REQUIRED
* 1oo Seats (1 Space / 3 Seats) = :33.3 Spaces
* io Employees (1 Space / 2 Employees) = 5 Spaces
39 PROVIDED (2 H/C)
IMPERVIOUS AREAS:
BUILDING - 4,367 S.f.
SIDEWALKS - x,26o s.f.
PARKING-17,588 s.f.
SITTING AREA - 800 s.f.
TOTAL - 24,015 S.f.
% Impervious - ,,3.33 %
FOUNDATION PLANTING:
FACADE LENGTH BLDG. HEIGI4T MULTIPLYER
REQUIRED PROVIDED
Bldg.1 123' 16' 12%
236.16 s.f 250 s.f.
Bldg.2 148' 16' 12%
284.16 s.f. 292 S.f.
PARKING LOT INTERIOR LANDS{APING:
1,407 s.f. REQUIRED ( 8% *
17,588 s.f.)
2,725 s.f. PROPOSED
NNIMINWRIM "I
2251.25 s.f. REQUIRED (12.5 x 180.1o')
2272.00 s.f. PROPOSED (16' x 142')
NOTE:
1. PROPERTY LINES, EXISTING BUILDINGS, CONTOURS, EXISTING TREE AND WETLAND
INFORMATION TAKEN FROM A SURVEY PROVIDED BY PATRICK C. BRISTOW LAND
SURVEYING, DATED MAY 9, 2011.
2. EXISTING UTILITIES OWNED BY CAFE FEAR PUBLIC UTILITY AUTHORITY. EXISTING
UTILITIES LOCATED IN US 17 RIW PROVIDED BY CFPUA UTILITY MAP. CONTRACTOR TO
FIELD VERIFY LOCATION PRIOR TG CONSTRUCTION.
3. LAND CLEARING AND CONSTRUC-i ['ON CONTRACTORS SHALL RECEIVE ADEQUATE
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS.
4. WATER AND SEWER SERVICE SHALL MEET CFPUA DETAILS AND SPECIFICATIONS.
5. OWNER TO PROVIDE ACCESS EASEMENT FROM RIGHT OF WAY TO ALL
PROPOSED BMP'S FOR INSPECTION & MAINTENANCE.
6. ALL GRADING WORK WITHIN TREE PROTECTION AREAS TO BE DONE BY HAND,
NO HEAVY MACHINERY TO BE USED WITHIN DESIGNATED TREE PROTECTION AREAS.
EXISTING
> STORY FRAME z
BUILDING #i Li
14.0' o f
0
n spar m
W
0 8.0' 0 ' !
PAMP CIO
N/F ` J
U
FRS
DEED d. O ESTATES, INC. rNORTH �OU NA �IR AL
DEED BOOK 68i PAGE iov^
g .l
0 p��
z d PROPOSED A MMEMENT �AMSSION
w ASPHALT O'
DIVE,�° o
EX. PUMP R-20C?
m�HOU5E R-2oo'
150•9 2g.z'
150. 10' N46° 1 3'00"E 5401 31001"W 2G € .691l a
EXI �- STING �1 r
�f � F__ 01 CONCRETE u If
'4 ❑ TOP 2.62
EX. DRIVEWAY INV. 2
4.62 DRIVEWAY COVERED INLET
4.7'
ty. Ci EX. CURB &GUTTER
MARKET STREET U.S. HIGHWAY 17
(too' PUBLIC R/W, ASPHALT, SPEED LIMIT 45 mph)
EX. CURB & GUTTER
z
w
�A
0
w
30' 15 o' 30' 6o'
Scale: 1"=30'
VICINITY MAP (NOT TO SCALE):
sy �1
efl� z o
Q
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P¢- po h F
,Ctea m ae /s� �a
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REVISIONS
` 5 E A L I
032555 `
CLIENT INFORMATION:
DANIEL D'ALESSANDRO
230 BRADLEY DRIVE
WILMINGTON, NC 28409
[phone]
DRAWN: CDC
SHEET SIZE: 24X36
CHECKED: CDC
DATE: 03-20-12
APPROVED: CDC
SCALE: 1;30
PROJECT NUMBER: 100-047
DRAWING NUMBER:
C-1
1 OF 5
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r'
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Designer's Plan Certification:
"404" WETLANDS LINE TABLE
LINE
LENGTK
BEARING
L I
35.5G
N7028' 1 2"E
L2
40.59
N40" I G'33"E
L3
29.07
N7G004' 15"E
L4
1 32.40
539004'42"E
L5
1 30.74
53G`3G53"E
N/F
BAYSHORE ESTATES, INC.
DEED BOOK 681 PAGE log
N/F
JUDITH CLARK & REMLY P. CLARK
DEED BOOK 5236 PAGE 763
SILT FENCE
N/F
BAYSHORE ESTATES, INC.
DEED BOOK 681 PAGE 1g
J+i ! 14 PINE
10 PINE
f ! Lnn �3Y 15 OA�
14 PINE f �� f �7 PINE
1 � � 5 0A IO�AK l�
ff + PINE \ �
12 OAK , � 11 \ 19 PINE "404" WETLAN / aiL
� 1 [ Jf / / \ � � �� /
2
20 PIN 1o',RMERGENCY 6 a APLC\3 PINE f AK
SPILLWAY INV. 27.50' \ \
5�K �2 PINS\ a1i, ` ✓
25 2��F 27.70 <3 \
27.70 _ 4 - -
2% J 2% L2 12 OAK
5 rIw � 2 G
PINE ---�_
TJ 1 WIN 9 OAK 25 ~ \ \ i 6 INE
27 PINE \
1. bJRATION CQ NE � 7 PINE 26 -, o PI
NE
BASIN #2 �
9 PI 12 PINE` I10L Y \ _
•� �� • PINE
J 27 1 S FINE -
FINE MINE 5 P* \ 32 PINE
G L PINE \�
PINE S N� *-RIPL>= G OAK 14�MiF� _
- - --�` TRIPLE �
PINE 240� � \
r ,yam LO -3:15 SW E
r
29.25
14 - IKI P 1 5 Lo `CI \
30
r.
9.30
99.97'
C_
10' EMERGENCY SPILLWAY
INV. 2g.1o'
0
III C
CA
LID
I�
SITTING
AREA
0.2
29 LO
FENCE (TYP.)
' PROPOSYM
BUILDING -
BL EXPANSION
2 MAPLE / - FF3o;5,
EXISTING 30 r '
1 STORY FRAME
1 BUILDING #2 ✓
11 f 4O
2 EXISTING
STORY FRAME
BUILDING #1
9.5 g.5
d, 9.4 9.4
dMP5TP
9.4 \. i
aIo
4p R LE
% RAMP 4 } 6 O 0.00
31 OA J, 23'PIN / N/F
BAYSHORE
15 FINE --- - - - a �/ DEED BOOK 681P• AGEtog
r2 PI
�� �•• \
f:......_. Ij�IELLTf A71OiJT.'• 2' GRAVEL FILTER 5TFw
BASIN # I %
CONS`�RUCTION
2,� 42 LOB ENTRANCE
9
29 54G' l 300'V
28 ex of �7 30
z7.G2 9.30 0.0
NV. 24.G2 \ L - - ` VLKFD INLET
ex. 0 EX. CURB & GUTTER
GRATE 27, 75
INV. 27-75 LIMITS OF DISTURBANCE
SILT FENCE (TYP.)
MARKET STREET U.S. HIGHWAY 17
(wo' PUBLIC R/W, ASPHALT, SPEED LIMIT 45 mph)
EX. CU" R GUTTER
30' 15' 030' 6o'
Scale: 1"=30'
"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:
Date:
Registration Number: 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 Caroiina 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 written authorization of
New Hanover County."
Signature:
Printed Name and Title:
Date:
LEGEND
-- -- -��
PROPERTY LINE
PROPOSED PARKING
PROPOSED BUILDING
----`----_------
EXISTING PAVEMENT
•
STORMWATER BMP
- - - ---
EASEMENT
• f-
PROPOSED WATER
3s
PROPOSED SEWER
- - - - --
LIMITS OF DISTURBANCE
SF -SF-
TEMPORARY SILT FENCE
>P TP
TREE PROTECTION FENCE
NOTE: ALL GRADING WORK WITHIN TREE
PROTECTION AREAS TO BE DONE BY HAND.
NO HEAVY MACHINERY TO BE USED WITHIN
DESIGNATED TREE PROTECTION AREAS.
EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED
t
RUNOFF DIRECTION
((
INLET PROTECTION
472
PROPOSED LANDSCAPE AREA
FOUNDATION PLANTINGS
PROPOSER BUILDING EXPANSION
®
PROPOSED GRAVEL PARKING
PROPOSED CONCRETE PARKING
PROPOSED STORMWATER BMP
EXISTING WETLANDS
SITE DATA
PROPERTY AREA: 1.654 ACRES
PROPERTY ZONE: B-2
PARCEL ID: R03600-005-020-003
DEED: DB 5530, PG 2614
ADDRESS: 7976 MARKET STREET
WILMINGTON, NC 28411
SETBACKS: FRONT 50'
SIDE 30'
REAR 35'
PARKING CALCULATIONS:
39 REQUIRED
* 1oo Seats (1 Space / 3 Seats) = 33.3 Spaces
* 10 Employees (1 Space / 2 Employees) = 5 Spaces
39 PROVIDED (2 H/C)
IMPERVIOUS AREA,4:
BUILDING - 4,367 s.f.
SIDEWALKS -1,26o s.f.
PARKING-17,588 s.f.
SITTING AREA - 800 s.f.
TOTAL - 24,015 s.f.
% Impervious - 33.33%
FOUNDATION PLANTING:
FACADE LENGTH BLDG. HEIGHT MULTIPLYER
REQUIRED PROVIDED
Bldg.1 123' 16' 12%
236.16 s.f 250 S.f.
Bldg.2 148' 16' 12%
284.16 s.f. 292 S.f.
PARKING LOT INTERIOR LANDSCAPING:
1,407 s.f. REQUIRED ( 8% *
17,588 s.f.)
2,725 S.f. PROPOSED
2251.25 s.f. REQUIRED (12.5 X 180.lo') f
2272.00 S.f. PROPOSED (16' X 142')
NOTE:'....
1. PROPERTY LINES EXISTING BUILDINGS, CONTOURS, EXISTING TREE AND WETLAND
INFORMATION TA<EN FROM A SURVEY PROVIDED BY PATRICK C. BRISTOW LAND
SURVEYING, DATED MAY 9, 2011.
2, EXISTING UTILITIES OWNED BY CAPE FEAR PUBLIC UTILITY AUTHORITY. EXISTING
UTILITIES LOCATED IN US 17 R/W PROVIDED BY CFPUA UTILITY MAP. CONTRACTOR TO
FIELD VERIFY LOCATION PRIOR TO CONSTRUCTION.
3. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS.
4. WATER AND SEWER SERVICE SHALL MEET CFPUA DETAILS AND SPECIFICATIONS.
5. OWNER TO PROVIDE ACCESS EASEMENT FROM RIGHT OF WAY TO ALL
PROPOSED BMP'i FOR INSPECTION & MAINTENANCE.
6, ALL GRADING WCRK WITHIN TREE PROTECTION AREAS TO BE DONE BY HAND,
NO HEAVY MACHNERY TO BE USED WITHIN DESIGNATED TREE PROTECTION AREAS.
VICINITY MAP (NOT TO SCALE):
O4
f
Z
i
', T��r4~y~J�� SANOERL4NU PL �
W
10
r
REVISIONS
\\\�`t144411t1!/777//
S E A L
032555
309-1
CLIENT INFORMATION:
DANIEL D'ALESSANDRO
230 BRADLEY DRIVE
WILMINGTON, NC 28409
[phone]
DRAWN: CDC
SHEET SIZE: 24X36
CHECKED: CDC
DATE: 03-20-12
APPROVED: CDC
SCALE: 1:30
PROJECT NUMBER: 100-047
DRAWING NUMBER:
C-2
20F5
1,.:: -.T .. ..� ' r t ' IVVI-, � T-1':~-� 7--.-j'•',:-'T'7s-T"i

_-. ... .._ :k1-LI I1.:. Ll�J1411: L,-..�_-. -_._ ... .. ..... .. .... .'i' _-... ...'. e51 L1 i I IM . �u_!_ii`i_iJ•
LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
SPECIES
RVe (grain)
Annual Iespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains)
Omit annual Iespedeza when duration of temporary cover is not to extend
beyond June.
SEEDING DATES:
Mountains - Above 2500 ft: Feb. i5-May 15
Below 250o ft: Feb. 1-May 1
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. I•Apr. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricul-
tural limestone and 7501b/acre to-io-to fertilizer.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BYTACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORINGTOOL.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (lb/acre)
PENSAC01 A BAHIAGRASS 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre
GROUND AGRICULTURE LIMESTONE AND 5oo lb/acre 10-io-io FERTILIZER.
MULCH
APPLY 4,0001b/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
TEMPORARY SUMMER GRASSING DETAIL MAINTENANCE
REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH
SEEDING MIXTURE REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
RATE(lb/acre)DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
SPECIES
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE FALL -WINTER
I�N�+
SUBSTITUTEDATARATE OF5oLB/ACRE. PERMANENT GRASSING DETAIL
SEEDING NOTES
MOUNTAINS - MAY 15-AUG. 15
PIEDMONT - MAY 1-AUG. 15
COASTAL PLAN - APR. 15-AUG, 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS ORAPPLY 2,000 LB/ACRE GROUND AGRICUL-
TURAL LIMESTONE AND 75o LB/ACRE 10-lo-lo FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFER'TILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZEAND MULCH IM-
MED[ATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (lucre)
Rye (grain) 120
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC.15
COASTAL PLAN and PIEDMONT - AUG.15-DEC 3o
SOIL AMENDMENTS
FOLLOW SOIL TESTS ORAPPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE to-lo-10 FERTILIZER
MULCH
APPLY'4,000 LB/ACRE STRAW. ANCHOR STRAW BYTACKING WITH ASPHALT, NETTING,
OR A M ULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
Repair and refertilize damaged areas immediately. Topdress with 5o lb/acre
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.
NCDOT # 5-
WASHED STON:
16" to 18
NCDC
WASHED
16'
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A HALL W DEPRESSION APPROACHING
THE INLET.
2, DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3, SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACINGA2-FOOT FLAP OF WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE. AND_ --
SMOOTH TO AN EVEN GRADE. INSPECT INLETS AT LE AST WEEKLY AND AFTER
5, ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE EACH SIGNIFICANT (}:NCH OR GREATER) RAINFALL
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. EVENT. CLEAR THE bt ESH WIRE OF ANY DEBRIS OR
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE
OR UNDERCUT THE {n I RE MESH DURING SEDIMENT
REMOVAL, REPLACE STONE AS NEEDED.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
SEEDING MIXTURE
SPECIES RATE (lb/acre)
TALL FESCUE (BLEND OF TWO OR
THREE IMPROVED VARIETIES) 200
RYE (GRAIN) 25
SEEDING DATES
JANUARY - APRIL
AUGUST - DECEMBER
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5,000 lb/acre
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND
1,000 lb/acre 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 lb/acre NITROGEN IN JANUARY
OR FEBRUARY, 40 lb IN SEPTEMBFR AND 40 lb IN NOVEMBER, FROM A 12-4-8,
16-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING
WARM WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE,
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3,5 INCHES
AS NEEDED.
GROUND STABILIZATION CRITERIA
STABILIZATION
SITE AREA,
STABILIZATION
E
DESCRIPTION
TIMEFRAME
EXCEPTIONS
S
Perimeter dikes, swales
7 Days
None
ditches and slopes
* High Quality
Water (HQW)
7 Days
None
Zones
If slopes are 10 or
* Slopes Steeper
less in length and
than
7 Days
are not steeper than
2:1, 14 days are
allowed
7-days for slopes
* Slopes 3:1 or flatter
14 Days
greater than 50 ft. in
length
* All other areas with
14 Days
None (except far
slopes flatter than 4:1
perimeters & HQW Zones)
Note: Ground Stabilization chart may be required by NPDES permit.
17\�/�IiTil
[ARDWARE CLOTH
TENINGS)
1 STAKE
-1/2 GA. m
IEDIATE WIRES
v �J 6„81
II
E p
i CY)I � 4„
NOTES: 11 Li
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
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 5'4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
INFILTRATION BASIN
STEEL POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
INFILTRATION BASINS
ARFA #
TOP ELEV. -A
Ity
TEMP POOL B
BOTTOM ELEV. C
SHW'T D
1
29.30'
29.10'
27 50'
50„
2
27- 70'
27.50'
25.00'
36it
INFILTRATION DETAIL
NTS
- GEO FABRIC LINER
NOTE:
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
ENTRANCE. WHICHEVER IS GREATER
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND
ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS
OTHERWISE DESIGNATED TO REMAIN.
3. 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.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL 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 RECOMMENDATIONS.
7. 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.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY PERMITTED
FACILITY AS REQUIRED,
9. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING
UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN
INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH
CONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE
PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH
CONSTRUCTION.
10. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC
ONE -CALL" AT LEAST 48 HOURS BEFORE COMMENCING CONSTRUCTION.
11. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL 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.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE
RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE PERSONNEL.
13, CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL
CONSTRUCTION. ANY BOXES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE
EXPENSE OF THE CONTRACTOR.
14, EXISTING SURVEYING PERFORMED BY PATRICK C. BRISTOW LAND SURVEYING, PC.
15. THE CONTRACTOR SHALL FIELD VERIFYALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL
REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION.
16. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE
DIRECTED BY OWNER,
17. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS,
MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY
WITH ALL REQUIREMENTS.
18. ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING
CAPACITY. GEOTECHNICAL ENGINEER TO BE CONSULTED AT CONTRACTORS COST AS NECESSARY.
19.' ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE
ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
20. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28
DAYS - AIR ENTRAINED.
21. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER
TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR.
22. ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF
OCCUPANCY.
CONSTRUCTION SEQUENCE:
CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION ENTRANCE AND SILT FENCE ALONG ALL
71D SPILLWAY LOCATIONS PER PLANS. UPON INSTALLATION OF SILT FENCE, TREES SHOULD BE REMOVED IN LOCATIONS AS
NECESSARY. ALL SLOPED AREAS SHOULD BE SEEDED IN ACCORDANCE TO SPECIFICATIONS. SLOPE STABILIZATION IS
WITHIN 21 CALENDAR DAYS OF ANY PHASE OF CONSTRUCTION. ALL OTHER AREAS MUST BE STABILIZED WITH IN 15
WORKING DAYS.
1. GENERAL CLEARING AND GRADING OF THIS SITE WILL NCT BE DONE UNTIL THE TEMPORARY SILT FENCE,
CONSTRUCTION ENTRANCE, AND INLET PROTECTION HAS BEEN INSTALLED.
2. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF 3 FEET (1 VERTICAL
TO 3 HORIZONTAL).
3. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL ROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES
DURING AND AFTER CONSTRUCTION.
4. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING BUT NOT LIMITED
TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, TREE PROTECTION FENCE, & INLET PROTECTION. INSTALL
ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE AND INLET PROTECTION TO BE
CLEANED WHEN HALF FULL.
6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
7. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
8. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN PROVE TO BE LESS
EFFECTIVE.
9. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. ALL PERMANENT
MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND
WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP -DRESSED
WITH AN ADDITIONAL 2 INCHES OF 2-3 INCH STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE
MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY
REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE
OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT
INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLF_VNiED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS AS DESIGNED. 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.
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND
AFTER EVERY RAIN EVENT.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM
THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY
STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE.
5, SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO ;1IAINTAIN A BARRIER. STAKES MUST BE STEEL.
STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING,
STAKE SPACING WILL BE 8 FEET MAX WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF
ROCK FILTERS ARE 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.
TYPICAL GRASS SWALE
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CLIENT INFORMATION:
DANIEL D'ALESSANDRO
230 BRADLEY DRIVE
WILMINGTON, NC 25409
[phone]
DRAWN: CDC
SHEET SIZE: 24X36
CHECKED: CDC
DATE: 03-20-12
APPROVED: CDC
SCALE:
PROJECT NUMBER: 100-047
DRAWING NUMBER:
C-5
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