SW8000521_APPROVED PLANS_20000818

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWf� Sa,t
DOC TYPE
❑ CURRENT PERMIT
UT APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2y-'9Z 2 6?Yi
YYYYMMDD

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CONCRETE DECK
APPROXIMATE DRAINAGE AREA
S 19'05'00" W
401.80'
PROPANE
TANK
GRASS Sc TREES
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ANIMAL CLINIC
4955 SOUTHPORT SUPPLY ROAD
SOUTHPORT, NORTH CAROLINA 28461
CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE DRIVEWAY
AND UTILITIES WITHIN THE R.O.W. WITH NCDOT.
PROPOSED CONTOURS ARE APPROXIMATE AND ARE PROVIDED FOR
ESTIMATING EARTHWORK QUANTITIES AND TO ILLUSTRATE THE
APPROXIMATE FINAL GRADES. THE CONTRACTOR SHALL GRADE THE
SITE TO PROVIDE POSITIVE DRAINAGE.
CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE TREE LOSS.
REMOVAL OF TREES OUTSIDE THE CONSTRUCTION LIMITS MUST BE
APPROVED BY THE ARCHITECT. PRESERVE TREES AS NOTED.
TOPSOIL STRIPPING AND EXCAVATION MATERIAL NOT USED IN THE FILL
AREAS SHALL BE PLACED IN THE STOCKPILE AREA.
ALL DEBRIS FROM REMOVAL OF TREES OR OTHER VEGETATION SHALL BE
REMOVED FROM THE SITE BY THE CONTRACTOR. CONTRACTOR SHALL
NOT BURY DEBRIS ON THE SITE.
FINAL GRADES AND FINISHED FLOOR ELEVATION TO BE APPROVED
BY THE ARCHITECT.
ADA AND LEGAL DISCLAIMER:
THIS DOCUMENT IS INTENDED TO COMPLY WITH THE REQUIREMENTS
OF THE AMERICANS WITH DISABILITIES ACT (ADA). HOWEVER,
ARCHITECTS AND ENGINEERS ARE NOT LICENSED TO INTERPRET
LAWS OR GIVE ADVICE CONCERNING LAWS. THE OWNER SHOULD
HAVE THIS DOCUMENT REVIEWED BY HIS ATTORNEY TO
DETERMINE IF IT COMPLIES WITH THE ADA AND OTHER LAWS.
ROOF DRAIN
GRASS & TREES
10 a.'...r vv 1_
401.80'
PROPERTY NOTES:
BRUNSWICK COUNTY TAX MAP 221, PARCEL NO. 62
TOTAL TRACT AREA = 1.845 ACRES
DEED REFERENCE: BOOK 1309, PAGE 981
PROPERTY IS NOT WITHIN THE SOUTHPORT E.T.J.
PARKING SUMMARY:
ACESSIBLE PARKING PROVIDED = 4 SPACES
90' PARKING SPACES PROVIDED = 66 SPACES
TOTAL PARKING SPACES PROVIDED = 70 SPACES
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TOTAL AREA OF PROPERTY = 80,360 S.F.
TOTAL IMPERVIOUS AREA = 43,254 S.F.
On -site Buildings = 13,092 s.f.
On -site Streets = 0 s.f.
On -site Parkins = 27,198 s.f.
On -site Sidewalks = 938 s.f.
Other On -site = 2,026 s.f. (pool deck)
Off --site = 0 s.f.
PERCENT IMPERVIOUS = 53.8%
NO WETLANDS ARE PRESENT ON THE SITE
SITE DRAINS TO JUMP AND RUN CREEK; CLASS SC
/
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SEDIMENT AND EROSION CON1130L i40_TES:
DISTURBED TREE AREA = 1.8 ACRES
DISTURBED GRASS AREA = 0 ACRES
TOTAL DISTURBED AREA = 1.8 ACRES
REFERENCES:
REFER TO SHEET C2 FOR SEDIMENT AND EROSION CONTROL DETAILS
REFER TO SHEET C3 FOR STORMWATER MANAGEMENT DETAILS
REFER TO SHEET C4 FOR SITE DETAILS
CONTRACTORS SHALL BE RESPONSIBLE FOR NOTIFYING ANY UTILITY
COMPANY WHICH MAINTAINS A UTILITY LINE WITHIN THE BOLNDARIES
OF THE PROJECT PRIOR TO THE INITIATION OF ANY CONSTRJCTION ON
THE PROJECT OR IN THE STREETS BORDERING THE PROJEC7. THE
CONTRACTORS SHALL ALAS ASSUME THE RESPONSIBILITY FCR ALL
DAMAGE TO ANY UTILITY "LINES, WHETHER SHOWN ON THE FLANS
OR NOT, DURING WORK ON THE PROJECT.
PRIOR TO CONSTRUCTION CONTRACTOR SHALL CONTACT THI NCDOT AT
AT [phone].
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STORMWATER
DETENTION
BASIN
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550 L.F. SILT FENCE �
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NORTH CAROLINA ENVIRP ENTA� T® R
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MANAGEMENT COMMISSION I
DIVISION OF WATER QUALITY D E C E I V E
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LEGEND
PROPERTY LINE
O PP POWER POLE
Gw GUY WIRE
OHE OVERHEAD ELECTRIC
UE UNDERGROUND ELECTRIC
FIP FOUND IRON PIN
Row R.O.W. MARKER
Ise S1 SURFACE INLET
r-( FH FIRE HYDRANT
p MH MAN HOLE
f ® C/o CLEAN OUT
SS SANITARY SEWER LINE
w WATER LINE
G NATURAL GAS LINE
ST STORM DRAIN LINE
- -26- - - - - EXISTING CONTOURS
26 PROPOSED CONTOURS
GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
1 inch = 20 feet
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17 202
$#IN.
DWG. NO.: C1
FILE: 01011C1.Mr,

CONSTRUCTION ENTRANCE/EXIT DETAIL
CONSTRUCTION ENTRANCE/EXITS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION
OR UNTIL PAVING NECESSITATES REMOVAL. ALL MATERIALS SPILLED, DROPPED.
WASHED, OR TRACKED FROM VEHICLES ONTO THE ROADWAY SHALL BE
REMOVED IMMEDIATELY.
STABALIZED STONE PAD:
THICKNESS = 6" MINIMUM
WIDTH = 25' MINIMUM
LENGTH = 50' MINIMUM
STONE SIZE = NO. 4 MINIMUM
FILTER FABRIC = NOT REQUIRED
PROVIDE PERIODIC TOP DRESSING WITH 2-INCHES OF STONE AS NECESSARY.
WHEELS MUST BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO ROADWAY.
WHEN WA,�HINr. IS RFOIIIRFD_ IT SHAI I RF DONF ON THE STONE PAD WHICH
6" MIN.
TEMPORARY SEEDING
SPECIFICATION
ALL DISTURBED AREAS THAT WILL NOT BE
DRESSED TO FINAL GRADE WITHIN
30 DAYS SHALL BE SEEDED. PREPARE SEEDBED
BY FIRST PLOWING THE TOP
5-INCHES. THE TOP 2-INCHES SHALL BE
PULVERIZED TO PROVIDE A UNIFORM
SEEDBED. LIME AND FERTILIZER SHOULD BE APPLIED WITH THE EQUIPMENT NECESSARY
TO PROVIDE UNIFORM DISTRIBUTION. THE
HAND -BUCKET METHOD IS NOT ACCEPTABLE.
LIME AND FERTILIZER SHOULD BE INCORPORATED INTO THE SOIL PRIOR TO SEEDING.
THE FOLLOWING PER ACRE RATES ARE TO
BE APPLIED:
MATERIAL
RATE
10-10-10 FERTILIZER
750 LBS
AGRICULTURAL LIMESTONE
2000 LBS
RYE GRAIN
120 LBS
ANNUAL LESPEDEZA
50 LBS
SEEDED AREA SHALL BE CULTIPACKED TO
FIRM SEEDBED AND TO COVER SEED.
GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. NO BARE GROUND
SHALL BE VISIBLE IN THE MULCHED AREA.
STRAW SHALL BE APPLIED UNIFORMLY AT A
MINIMUM RATE OF 4000 LBS PER ACRE.
THE MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT OR EQUAL SUFFICIENT TO
HOLD STRAW IN PLACE ON SLOPES OF 157. OR MORE.
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EACH STORM EVENT, BUT NOT LESS THAN ONCE PER WEEK.
REPAIRS OR CLEANING NECESSARY TO MAINTAIN EROSION AND SEDIMENT CONTROL
PRACTICES SHALL BE COMPLETED WITHIN 24-HOURS.
ALL SEEDED AREAS SHALL BE RE -FERTILIZED AND RE -SEEDED AS NECESSARY.
REPLACE MULCH AS NEEDED TO PROTECT SEED BEDS.
DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 15 DAYS
OF COMPLETING THE LAND DISTURBING ACTIVITY,
E PLAN FOR DEPTH
FILTER FABRIC
RIP —RAP ENERGY DISSIPATOR
CONSTRUCT RIP -RAP ENERGY DISSIPATOR TO DIMENSIONS SHOWN ON PLAN.
(SEE SHEET C-4)
CONTRACTOR SHALL EXCAVATE BASIN AREA TO ALLOW FOR THICKNESS OF STONE SPECIFIED,
COMPACT SOIL IN BASIN AREA, AND PLACE FILTER FABRIC PRIOR TO PLACING STONE.
CONTRACTOR SHALL PROVIDE A MINIMUM OF 4 INCHES OF SAND OVER FILTER FABRIC IF
STONE WILL BE PLACED USING MACHINERY. (TO PROTECT FILTER FABRIC)
SEED AND MULCH AREAS WHICH ARE DISTURBED DURING INSTALLATION.
PERMANENT SEEDING SPECIFICATION
ALL DISTURBED AREAS SHALL BE DRESSED TO GRADE AND PLOWED TO A DEPTH OF
5-INCHES. THE TOP 2-INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM
SEEDBED. LIME AND FERTILIZER SHOULD BE APPLIED WITH THE EQUIPMENT NECESSARY
TO PROVIDE UNIFORM DISTRIBUTION. THE HAND -BUCKET METHOD IS NOT ACCEPTABLE.
LIME AND FERTILIZER SHOULD BE INCORPORATED INTO THE SOIL PRIOR TO SEEDING.
THE FOLLOWING PER ACRE RATES ARE TO BE APPLIED:
MATERIAL RATE
10-20-20 FERTILIZER
500 LBS
AGRICULTURAL LIMESTONE
4000 LBS
ABRUZZI RYE
50 LBS
PENSACOLA BAHIAGRASS
50 LBS
KENTUCKY 31 FESCUE.
50 LBS
KOREAN LESPEDEZA
15 LBS
CENTIPEDEGRASS
5 LBS
COMMON BERMUDAGRASS
25 LBS
SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. NO BARE GROUND
SHALL BE VISIBLE IN THE MULCHED AREA. STRAW SHALL BE APPLIED UNIFORMLY AT A
MINIMUM RATE OF 4000 LBS PER ACRE.
THE MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT OR EQUAL SUFFICIENT TO
HOLD STRAW IN PLACE ON SLOPES OF 15% OR MORE.
DITCH TREATMENT SHALL BE INSTALLED IN AREAS WHERE EROSION IN DITCHES OR SWALES
COULD RESLUT FROM STEEP GRADES. INSTALL JUTE MESH, EXCELSIOR MATTING, OR
FIBERGLASS ROVING. INSTALL DITCH TREATMENT PRIOR TO MULCHING.
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EACH STORM EVENT, BUT NOT LESS THAN ONCE PER WEEK.
REPAIRS OR CLEANING NECESSARY TO MAINTAIN EROSION AND SEDIMENT CONTROL
PRACTICES SHALL BE COMPLETED WITHIN 24-HOURS.
ALL SEEDED AREAS SHALL BE RE -FERTILIZED AND RE -SEEDED AS NECESSARY.
REPLACE MULCH AS NEEDED TO PROTECT SEED BEDS.
DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 15 DAYS
OF COMPLETING THE LAND DISTURBING ACTIVITY.
LINE WIRES (OPTIONAL)
WIRE FABRIC
FILTER FABRIC
26"±
'_�6" MIN.
TREATEI
3'
FILL SLOPE
GROUND LINE
ANCHOR FILTER FABRIC
SKIRT 4" DEEP MINIMUM
PROVIDE STONE IF NECESSARY
1
10' MAX.
INTERMEDIATE
WIRES
(OPTIONAL)
L POST
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TEMPORARY SILT FENCE (TSF)
FENCE FABRIC SHALL BE PROVIDED WHEN DIRECTED BY THE ENGINEER AND SHALL
BE A MIN. OF 32" WIDTH AND HAVE 6 LINE WIRES WITH STAY WIRES 12" O.C.
FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED
TO THE FENCE WIRE EVERY 2' OF LENGTH OR AS DIRECTED BY THE ENGINEER.
STEEL POST SHALL BE 5-0" IN HEIGHT AND SHALL BE OF THE SELF-FASTNER
ANGLE STEEL TYPE. UNPAINTED POST ARE NOT ACCEPTABLE.
TREATED WOOD POST SHALL BE 6'-0" IN HEIGHT AND 3" TO 4" IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO TREATED WOOD POST WITH NOT LESS
THAN NO. 9 WIRE: STAPLES 1-1/2" LONG.
PROVIDE STONE TO SECURE FILTER FABRIC SKIRT IF NECESSARY.
CONTRACTOR SHALL REMOVE SILT FENCE AFTER COMPLETION OF SITE WORK.
SEED IN ACCORDANCE WITH
SEDING SPECIFICATION
1.5' MIN.
TYPICAL GRASS SWALE
NORTH AMERICAN GREEN SC150 BLANKET
HEIGHT ABOVE CHANNEL BOTTOM = 1,0 FEET
MIN. WIDTH = 8.5 FEET
MIN. OVERLAP = 0.5 FEET
1
KEY BLANKET INTO SLOPE
6" DEPTH MINIMUM
COMPLETE APPLICATION OF LIME, FERTILIZER AND SEED PRIOR TO INSTALLING BLANKET
BEGIN INSTALLATION AT TOP OF CHANNEL BY ANCHORING BLANKET IN A 6" X 6" TRENCH.
BACKFILL AND COMPACT TRENCH AFTER STAPLING BLANKET IN PLACE.
ROLL BLANKETS IN DIRECTION OF WATER FLOW. PROVIDE A MINIMUM 6" OVERLAP BETWEEN ROLLS.
PROVIDE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKET.
ANCHOR TOP EDGE OF BLANKET AT 10P SIDE OF SLOPE AS INDICATED" ABOVE.
REFER TO THE BOUND COPY OF THE SEDIMENT & EROSION CONTROL PLAN FOR ADDITIOAL INFORMATION
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DWG, NO.: C2
FILE 0101IG2.1

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