SW7060214_APPROVED PLANS_20060506

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7UlOD�i
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�/,Y�YOlJ57J�O
YYYYMMDD

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1
1
1
1
1 - -
1
1
5 1
EXISTING GRAVEL PARKING AREA
OEXISTING PUMP HOUSE TO REMAIN
-EXISTING 24" RCP HATTERAS YACHTS, INC
TO REMAIN ZONED I-1 _
EXISTING 18" RCP
TO REMAIN
LIMITS OF DISTURBANCE/PROJECT LIMITS
�� 76,897 SF, 1.77 ACRES
EXISTING 24 RCP
1 1 TO REMAIN , . ISU,�p
EXISTING WATER AIN •- 1 1 18 G MAIN
1 - LIMITS OF EXISTING
� D
111
-
GLENVIEW SUBDIVISION
ZONED R-10 1 11.1
1 11 TO GUM
1 111
i1 1 1
PK NAIL IN INTERESECTION G 20
ELEVATION = 99.3 (ASUMED) o 1 00
m � 1
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I1
� I1
� •11 �
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GLENVIEW SUBDIVISION 1
ZONED R-10 ,• 1
. 1
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EXISTING SEWER MAIN 1
'1
� 1
EXISTING 18" RCP
TO REMAIN _0 l
11
1
•, 1
11
.1
I1
rA__� SITE LAYOUT PLAN •11
C1 C1 SCALE: 1'=20' '• 1
[•]
EXISTING ASPHALT DRIVE - -
TO REMAIN
r -
ND
FREE IS1A
00
LEGEND
GUARD SHACK SILT FENCE C
coo
C4
TLET PRO D
o _
C4
CHECK DAM E
C4
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LIM OF EXISTING GRAVEL
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DEL 1soQ
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1
1
1
o SEE Ise-I�Na LIMITS OF EXISTING GRAVEL FREE tisLP�o
' 1
VEGETATED SWALE
4
NOTES:
1. SEE DETAIL A, SHEET C4 FOR TYPICAL PAVEMENT SE TION.
4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL G, SHEET C43.
PROJECT DATA:
WNER: HATTERAS YACHTS, INC
110 NORTH GLENSURNIE ROAD APPROVE:[' IrAL
NEW KERN, NC 28560 NORTH TH CAROLNp'"
[phone] MANAGEMENT OMNil .;Swn;
TO PROPERTY AREA: 85.46 ACRES DIVISION OF A;E G ALIT
OVER PROJECT AREA: 76.897 SF, 1.77 ACRES
TAX PA ID: 8-244-015
DEED NCE: De 1730, PAGE 798
SITE ZONING: I-1
TOTAL I PARKI SPACES = 113
1. NO SECTION 404 S ARE PRESENT ON THE PROJECT SITE,
2. NO NEUSE RIPARIAN R AREAS REGULATED UNDER 15A NC ��C' THE PROJECT SITE.
3. THE RECEIVING WATER THIS PROJECT IS ORS CREEK, Sw, NSW.
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER RETENTION POND TO ACT AS SEDIMENT BASIN
6. FINE GRADE & STABILIZE PARKING AREAS
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAI OM
A PROPERLY PERMITTED B PIT FACILITY
O
EXISTING GRASSED AREA
�. TO REMAIN HATTERAS YACHTS, INC
70NED I-1
`a
-, a
O
0
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a
EXISTING FENCE
TO REMAIN
1S1-AND _ �
PERMENANT POOL 1
11
NE STORMWATER TION POND 1
I 1.1a C�_
0'
15
220 AREA TO BE CLEARED AND GRUBBED _
EXISTING WOODED AREA
� LIMITS OF CLEARING AND GRUBBING TO REMAIN
HATTERAS YACHTS, INC
LIMITS OF DISTURBANCE/PROJECT LIMITS ZONED 1-1
• ' 76,897 SF, 1.77 ACRES
EXISTING ASPHALT
TO REMAIN
\",-
EXISTING WOODED AREA
TO REMAIN
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF --PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING
& CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT,
5 THE STORMWATER RETENTION POND SHALL BE CLEANED OF
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
SPECIAL SEEDING NOTE:
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT
GROUNDCOVEp FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
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'o T REMAIN
\r 11 \
'\ LIMITS OF DISTURBANCE/P OJECT LIMITS
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\,�� � \ 76,897 5F, 1.77 ACRES
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PK NAIL IN INTERESECTION
ELEVATION = 991(ASUMN)
GLENVIEW SUBDIVISION
ZONED R-10
EXISTING ROADSIDE DITCH
TO REMAIN
-EXISTING 24" RCP
TO RE"N
1s' cuMqN
9 . T\ LIMITS OFiEXISTIN L
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RELEASE FOR PERMITS
JKA
1/27/06
NO,
I DESCRIPTION
BY
DATE
Revisions
SEQUENCE OF OPERATION:
GUARD SHACK 1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
/ 5. INSTALL STORMWATER RETENTION POND TO ACT AS SEDIMENT BASIN
\_,�o
/ 6. FINE GRADE & STABILIZE PARKING AREAS
/
1 \ LIMITS OF EXIS�G GRAVEL
rl �
PERM POOL
1 11 99.5 \� TEMPURAkYY POOL
1 1 13 F15"PEk-�1)FES \
EXISTING SEWER MAIN
11
1 1 1
o
9
EXISTING 18" RCP
TO REMAIN _� • It
94. IN
1 I
F VEGE ATED VAV� /
�\ a
rA­'� SITE GRADING & EROSION CONTROL
C2 C2 SCALE: 1"=20'
�, 7. INSTALL SITE IMPROVEMENTS
11 / ' 8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
! MAINTENANCE PLAN:
1 / 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
i
06 BE CHECKED FOR STABILITY AND OPERATION FOLLOWIN
EVERY RUNOFF -PRODUCING RAINFALL EVENT NO
SE LESS THAN ONCE EVERY WEE NEEDED
RE WILL BE MADE I ELY TO MAINTAIN ALL
DEVICES IN T TING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
�10 \ AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
/ ) / ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
• � COVER.
\ 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
LI OF YXIST G GRAVEL ROAD SHALL BE REMOVED ON A DAILY BASIS.
/ 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING
/• d �� -� & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
/ 5 THE STORMWATER RETENTION POND SHALL BE CLEANED OF
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
l t / ISTING ASPHALT
1 \ 0 T REMAIN CONSTRUCTION.
SPECIAL SEEDING NOTE:
11 l � X
!� THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
1 \` XIST G ENC TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN T RTER
1 TO RE� AI OF 15 WORKING DAYS OR 30 CALENDAR D LOWING
t COMPLETION OF ANY PHASE OF G AND A PERMANENT
\ I t GROUNDCOVER FOR ALL BED AREAS WITHIN THE S�R� OF
\ 15 WORKING D 90 CALENDAR DAYS FOLLOWWC7 COMP�ION-
o� OF UCTION OR DEVELOPMENT.
\ EXISTING GRASSED ARO _
JI TO REMAIN ERAS YACHT; 06
ZONED�1
\ _ o 107
tll
FISTING GRASS �.1tuALT
TO REMIAJN / o�
\ \ 107.0 �� / / <-o
106.5 I f
L - I
EXISTING WOODED AREA
- ' TO REMAIN
96 g5 I 1 03 ••
C � �
�R� ENDS 1
1 % 9 9 IN \ -� \ \ \
\ \
1 1 = • , .� \ \ \ EXISTING WOODED AREA-\,
LIM11� OF CL ARING AND GRUBBING \TO REMAIN
HATTERAS YACHTS, INC
LIMITS OF DISTURBANCE/PROJE LIMITS ZONED Tq
1 • 1 1 \ 76,897 SF, 1.77 ACREA.
\
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPER' Y PERMITTED BORROW PIT FACILITY
LEGEND
SILT FENCE
C
C4
OUTLET PROTECTION
D
Q-1
4
®
CHECK DAM rE
C4
�`
_
VEGETATED SWALE rF
C4
NOTES:
1. SEE DETAIL
A, SHEET C4
FOR TYPICAL PAVEMENT
SECTION.
4. REVEGETATE
ALL DISTURBED
AREAS IN ACCORDANCE
WITH `HE PROJECT VEGETATION PLAN, SEE
DETAIL G, SHEET C43.
40 0 10 20 40
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1 IRELEASE FOR PERMITS I JKA 1 /27/06
o \ 107.0��
1 - / •, o
1 0
\ LIMITS OF EXIS 0 VG GRAVEL 1 a0 cID
1 0 0 ° %3 /
00 000
1 1 \ \ o O \ o 0
J °O° °° 1 1 106.5 0
No o00 o
11 o ` ti
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1 9 0 0 °o 00 APRN `
1 1 1 ` 143 _ 1 16"HICK RIP RAP EXI
�o PERM POOL o ( 0 OVER FILTER FABRIC TO
1 � \ � ' 1 y
1 1 11 99•5 _ � TEMPORAkYY POOL a ,.• t
13 F 15" P E &- 1l F E S
• 1 1 0 100 / g695 g� � � o 01
97.5 INV g�
1 � rl
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96.5 96 95 of
D� 9
1�1 1 d) \
1 9 9IN
• • = • . ` \ \ EXISTING WOODED AREA
LIMIT OF CL AIRINGAND GRUBBING \ TO REMAIN
• 1 1 \ HAT ERAS YACHTS INC
LIMITS OF DISTURBANCE/PROJEC� LIMITS \ ZONED N
1 1 76,897 SF, 1.77 ACRE
1 •1• \ OUTLET STRICTURE
1 1 1 \ C3 C3
rA ENLARGED STORMWATER POND
C3 ucl
SCALE: 1"=20'
PERMENANT
POOL
ELEVATION
= 97.0',
AREA
= 7,714
SF
TEMPORARY
POOL
ELEVATION
= 98.1,
AREA =
81712
SF
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TOP OF RISER/CREST = A _
WEIR = B 1-INCH STORM ELEVATION
24" CMP RISER
INVERT 1 1 /4" ORIFICE =
INLET PIPE = E
HARDWARE CLOTH AND -
STAINLESS STEEL STRAP
TOP OF FOOTING- F
4
ANCHOR 24" CMP RISER IN
CONCRETE SLAB. PLACE CONCRETE a
INSIDE OF RISER TO ELEVATION D
N❑, DESCRIPTION BY I DATE
Revisions
[--rm A r,1e- "I A" n !• A AIf11 1,-BRED
---_---_--- _---_-. --- ----J
DI A NI
TRASH SCREEN
#3 REBAR @ 6" O.C- E.W.
3" WIDE x 1 /4" THICK METAL
STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN.
1' _1 (TYPICAL OF 4)
6" DIA- INLET PIPE
CONTINUOUSLY WELDED
TO RISER
PROVIDE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
4' SQUARE
1 OUTLET STRUCTURE
C3 C3 NOT TO SCALE
STORMWATER DETENTION POND CROSS-SECTION
NOT TO SCALE
1�
15" CMP OUTLET PIPE
PROVIDE 30" DIA. ANTI -SEEP
COLLARS CONTINUOUSLY
30 LF 15" CMP OUTLET PIPE WELDED TO BARREL
@ 20' 0. C.
rn
3' WIDE x 16" THICK CONCRETE
ANCHORAGE FOR PIPE
SECTION
OUTLET STRUCTURE ELEVATION CHART
A
I B
I C
I D
I E
I F
POND
99.0'
198.1'
197.0'
1 96.5'
6. Q'I
93.0'
TYPHA LATIFOLIA
,COMMON CATTAIL @ 1
O.C. EACH WAY
10'
ELEVATION=97.0'
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