SW7051116_APPROVED PLANS_20060112

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW'%Cj
DOC TYPE
❑ CURRENT PERMIT
122APPROVED PLANS
(❑
HISTORICAL FILE
DOC DATE
t9I
YYYYM M DD

P-2rmk'vll -7
EjIL RIM -ON MLA. 3�4'T 00NMOL FROM
1. DEVELOPER" MDS Investments, LLC
3403 High Street
Partsttounth, VA 23707
2. OWNER: MDS Investments. LLC
3403 High Street
Portsmouth. VA 23707
3. ENGINEER, COASTAL 04ONEMNG O SURVEYING, TIC.
P. 0. BOX 1129
KITTY HAWK, NORTH CAROL.INA 27949
PHONE [phone]
N /F
J.B. SMITH, JR
& LOtS P. SMITH
D-B_ 463 PG. 531
PIN f 0131-000-087A-0000
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STORMWATER oN RooF TO BE CoLLECTED,__0 �IEANs
r OF ROOF GUTTER SY5TE111 AND DISCHARGED IN,YO
DRAIN SAM �'. PROPOSED STORM BASINS BETWEEN BUILDINGS do II I w
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�� I I J.B. SMITH. JR
& LOIS P. SMITH
1.5 FIRE LANE pR1,IM BASKPRO
I I ! D-B_ 463 PG. 531
40.0�0 TOP-11 R00 DR'rS I I ; PIN 0131-000-087A-0000
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N /F
ROBERT F. KOLINCER
do PEGGY J. BERGER
P.C_ D, SL 345
PIN # 0131-000-0055-0000
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ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED
ACCORDING TO THE FOLLOWING SPECIFICATIONS:
FEF�=- VE-=Apn0N MATOR RY V)GETAnON
SEEDING DATES: APRIL 1- SEPT 30 SEEDING DATES: OCT. 1 - MARCH 31
SF� M'YTI*RE APPLICATION RATES/ACME SM UIXTU!;E
BAFHIA 50 LBS. RYE GRAIN 175 LB&
COMMON B17R:MUDA 50 LBS.
(UNHUGERMAMDTJJ:IT 15 LBS. 10�0!10 O 1000 LEI/ 1ACRE
FESCUE 20 LEM
26-13-13 O 500 LB/ACRE
MULCH MULCH
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW
BY TACKING WITH ASPHALT, NETTING OR A MULCH BY TACT KING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL A DISK WITH BLADES SET ANCHORING TOOL. A DISK WITH BLADES SET
NEARLY STRAIGHT CAN BE USED AS A MUCH NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL ANCHORING TOOL -
BEACH GRASS
SPRIG AT 6' O.C.
GENERAL-
- FERTIUZ> R RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION
CAN BEST BE DETERMINED THROUGH STE SPECIFIC SOIL TESTING.
- SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER EVEN SMALL
BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY IF L.EFr UNATTENDED. A SINGLE HEAVY RAIN IS OFTEN
SUFFICIENT TO GREATLY ENLARGE BARE SPOTS. AND THE LONGER REPAIRS ARE DELAYED THE MORE COSTLY THEY
BECOME PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW SEEDFJNGS SHOULD BE
INSPECTED FREQUENTLY AND YAINTENAMM PERFORUM AS NEEDED. IF RATS AND BUTTES DEVELOP THEY MUST BE
FILLED. RE-SEED0. AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE N®M3? UNTIL NEW PLANTS TAKE
HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE
WEAK OR DAMAGED SPOTS MUST BE REUMM, FERTILIZED. MULCHED AND RE -SEEDED AS PROMPTLY AS POSSIBLE
RfFER11UZATION MAY BE NEDED TO MAINTAIN PRODUCTIVE STANDS.
4. PARCEL AREA. 153.052 SF (3.28 ACRES)
3. SOIL EROSION do SEDIMENT CONTROL PLAN NOTES;
a.) PROPOSED AREA TO BE DISTURBED IS 137.713 +/- SF (3.16 ACRES +/-)
b.) ALL DISTURBED APEAS SHALL BE PERMANENTLY STABILIZED WITHN THIRTY
DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.301THEN TEMP-
ORARY VEGETATION SEEDING SPECIFICATIONS LL
ALL BE FOOII b FOR
PLANTING UNTILTHE NEXT APPROPR"A►TE PSWANENT SEEDING PEtbw. AT
WHICH 11MAE PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERU. & TEMP. SEEDING
SPEC'S THIS SHEET).
c.) IF EXCESSIVE HAND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS
DURING CONSTRUCTION tN ANY LOCATION ON THE PROJECT, ADDITIONAL
SAND OR SILT FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER
So AS TO PREVENT DAMAGE TO ADJACENT PROPERTY.
SEE SAND AND SILT FENCE DETAIL THIS SHEET.
d.) SAIL EROSION AND SMUENTATION CONTROLS TO BE INSPECTED.
MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS
ARE ESTABLISHED.
4L) CONSTRUCTION SCHEDULE:
11 FLAOBTAfN PLAN APPROVAL AND OTHER APPUCA13LE PERM,�TS.
2 G AND/OR ROUGH STAKE WORK LIMITS.
3 HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, -
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO
START OF CONSTRUCTION ACTIVITIES.
4 INSTALL SILT AND SAND FENCING O LOCATIONS SHOWN ON PLAN ~ -
5 COMPLETE CLEARING AND GRUEIBING PROCEDURES.
6) GRADE SITE ACCORDING TO PLAN
7) ALL EP09ON SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY �
AND AFTER HEAVY RAaNFALL EVENTS. NEEDED REPAIRS WILL BE MADE 60' p/�
IMMEDIATELY. 189-- _ - - )
AVEJ _�
•
R. J. COOPER AQVERTISING, INC.
D.B. 373. PG. 463
PEN 1 0131-000-0094-0000
{TEATS OF DISr;RBANCE Av�
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BEFORE YOU DIG I
CALL TOLL FREE
= WTTH 48hr NOTICE
. r- N' 1-800-632-4949
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NC ONE CALL CENTER
GRAPHIC SCALE
30 0 15 30 IMO
( IN FELr'f )
1 inch - 30 fL
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PRELIMINARY
NOT FOR SALES OR ROECORDATION
1EXTATIIE COVER
S70MOM ANALYSIS FM 1' WATER -
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NORTH CAROLINA ENVIRONMENTAL,
4
MANAGEMENT COMMISSION
DM510N
OF WATER QUALITY
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Date_ 1 /12. 2Q-E
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ormwster Permit NM S r v Ila, sO
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