SW7060418_APPROVED PLANS_20060601

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
P APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
c /
YYYYMMDD

a
MEN. AL
MISSION
ER Q""ALITY
KENNETH & REBA TILLER �
DB 223, PG 402 /
Y
i
NOOK an
iJ
i
f 40
�A !N�.dll"
---- X1,10
-" )17 E \
I �
4
a
� i
SEE ENLARGED VIEW THIS AREA SHEET C113
Co
-b,y�-
JM k XM A11U
a pw /0000--�� K.S. SLADE �""`'"�w"'
1.580 Acres
S'
DB 139, PG 51 ;
INK
pal
a
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#E J }
1 � feNR,ll,�
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on= surm JIMMY WAT ,
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a l NAIaN� � ► • �
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Q11-
ooswla �• r a ..� •.. - �-�,� i � - � r i
NaNwl r►1Er1 ■r ■� �_ { Q
Broad Creek `1�
CLASSIFIED SA, HOW, NSW :►� „�ao
olsAls anal' NOAR mu
to NNW
SEE ENLARGh VIEW THIS AREA SHEET C10
34
S
SUMiMARY
PROJECT32
PROJECT DATA:
DEVELOPER: PAMLICO CONSORT, LLC
7 31
PO BOX 181
OWIAL NC 28571
e
(25$70e 6787
ooa,
OVERALL 91 AREA: 124,794SF, 2.86 ACRES
9
z
SITE ZOOG: NONE
n dZE
UTIUDES SEWER -PRIVATE SEPTIC SYSTEM
rs
WATER-PAMLICO COUNTY
t
ELECTRIC-TDELAMD INC
m
1ELFPH x-SPRINT
re
CABLE TELEVSION-COX COMMIUNICATIONS
u
REFUSE COLLECTION -PAW awTY
Ct-
TOTAL 1 UNITS 12
"
` L
TOTAL PERMEABLE AREA: 38,742 SF, 0,88 AC, 31.04% TOTAL SITE AREA
K
TOTAL PERWW AREA: 86,052 SF,1.98 AC, 6a96% TOTAL SITE AREA
CAMA SUWARY:
15
`"
TOTAL SITE AREA WITHIN 75 CAMA AEC=62,623 SF,1.44 ACRES, 50.27% OF TOTAL 911 AREA
H
TOTAL PROPOSEII ITT -UPON AREA WITHIN 15t CAMA AEC 4,832 SF, 0.11 ACRES, 7.11% OF TOTAL 75 CAMA AEC AREA
K
NOTES:
n
1. ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL COMPLY WITH THE FEE REWREMENTS SPEM
"
IN THE WTEREIATIONAL RESIIIENTIAL CODE, WITH NORTH CAMMA AMEITDMENTS, 2002 EDITW
g
2. SECTION 404 WETLANDS ARE PRESENT ON THE PROJECT SITE,
u
�
3. NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCAC 02B EXIST ON THE PROJECT SITE.
4. THE RECEIMG WATER COURSE FOR THIS PROJECT IS BROAD CREEK, CLASS SA, HOW, NSW AND
COFFEE CREEK CLASS a HOW NSW.
H !
rA EXISTING SITE CONDITIONS
----
C1A
C1A SCALE: 1"=50'
_
NOTE:
THE EXISTING MARINA IS BEING RENOVATED UNDER M EXISTING
CAMA GENERAL PERMIT. THE CONFIGURATION OF THE EXISTING
MARINA AS DEPICTED HEREON SHOWS THE EXISTING SLIP
CONFIGURATION AND NOT THE PERMITTED SLIP CONFIGURATION.
REFERENCE THE CAMA MAJOR PERMIT FOR AUTHORIZED SLIP
CONFIGURATION.
Whortonsville, NC US
ry ..
d?C,
�'c
e�
A
Nie w
R Suhma -W
Pam �L wlk�a
bid•
t"O V
A
'�73�7n r
��
402M br:O2MTskAN$
per_
VICINITY MAP
NOT
TO
SCALE
SEQUENCE OF OPERATION.
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING,
5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
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 INFILTRATION BASIN SHALL BE CLEANED 0
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
-a
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
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
LEGEND
SILT FENCE C
C7
OUTLET PROTECTION D
C7
OUTLET PROTECTION E
C7
CHECK DAM F
C�
INLET PROTECTION G
c7
VALVE --& VALVE BOX A
C8
2" CLEANOUT rB
cs
THRUST BLOCK C
cs
1' WATER SERVICE D
Cs
NOTES:
1. SEE DETAIL. A, SHEET C7 FOR TYPICAL PAVEMENT SECTION.
2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL H, SHEET C7.
3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION.
LEGEND
EXISTING PROPOSED
--5— — — CONTOUR—5-
-W-- -- -- WATER MAIN W
—D— — — STORM DRAIN D-----
SEWER FORCE MAIN F'Md---------
- —OHE-- --- OVERHEAD ELECTRIC
CAI?o �j/
• SS • may'%
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06015

5
4
3
2
1
0
_1
-2
-3
_4
_5
_6
EXISTING GRADE
NORMAL WATER LEVEL
+�
EXISTING BULKHEAD
EXISTING BASIN
TO BE REMOVED
TO BE FILLED
EXISTING B
TTOM
0+00 0+50 1 +00
B SECTION THROUGH INLAND BASIN-EXISTIN
C2 VVERTICAL
CALE: HORIZONTAL-1"-30' -
1
1+50
5
4
3
2
1
0
-1
_2
-3
-4
_5
2+00
5
4
3
2
1
0
_1
_2
-3
_4
-5
-6
O■ aGRADE
NEW WOOD BULKHEAD_Oii
Flme� -won ■ss�ms�sss�..ssw�■■..�■■
■ I �11 11 �11®11■ III■II�IIEI■
EXISTING
EXISTING GRADE l
Iffinim
XISTING BULKHEAD
0 BE REMOVED
0+00 0+50 1+00 1+50
(_�C SECTION THROUGH INLAND BASIN -EXISTING CONDITIONS
C2 C2 SCALE: HORIZONTAL- 1"=30'
VERTICAL - 1 "=3'
34 3.2
5
4
3
2
1
0
_1
-2
-3
-4
-5
2+00
5
4
3
2
1
0
-1
_2
-3
-4
-5
-6
NORMAL WATER
LEVEL FINISH GRA
6' 1WIDE
FLUSH WOOD WA
NE
N VINYL SHEET PILING
rEXISTINGBOTTOM
0+00 0+50
rD SECTION THROUGH VINYL
12 VSCALE: HORIZONTAL-1"=
VERTICAL - 1"=3'
1.5 2" J-r ram. u0 I E
3.9
%� 2 $ T1NG RESIDENCE /� 3.3 9.580 Acres 3.9
1.4 TO REMAIN �0' w 3.3 3.8 3.92.2
v I
3.
1.2
2.3 2.7 ( XISTING GRAVEL DRIVE\ h
313.1 TO REMAIN
KENNETH & REBA TILLER / ." .
DB 223, PG 402 , ' 4.1
4.2 I
/ 1.4 j 1.7 � 2.8 t`
2.9
3.7 4.2 CO STIN, OAD&IF SW
l/\ j / 2.9 33 3.6 3 5 1` TO RE AIN
3.
2 S 8n3450 1V
2.9 / 154.28'
JOE & KEVIN AVOLIS 2.6�♦ /. 3.8 1
iV
' ' 2.7 2.6 / 4.0 3.
2.6
cr
w
- 2.3 ' 3. 14.1 3.8 Q_ XISTING 6' PVC WATER FAIN
-/// ♦� s K.S. SLADE I r-
r` I DB 139 PG 51 1
0 h� ! ' f
V7 i? 2 V
♦i
XISTING SHED s
� L� ` f �iLREMA*.6 2. TO BE REMM 1.2 1.8 1 ,!
\ ♦% / 4 2 0
II
�\ OW BASKTT} MFil!!EA 3.2 N 877743' E
1 I
_154.44' (Total)
06 YAM
NORMAL WATER LE `� 0 \ 4750 CY�•�TAL MLIX 5 TO BE o
LADI O ,7 STING HYDRANT
TO BE t i
3.8
TO BE
\ EXISTING RIP Rid y \ 99.49' '-
\ TO REMAIN\
�.. 1 3
NIN
ro.zs' _
TO W � 2.9'�. To \ LUPTON ET AL.
/: \ DB 251, PG 247 3.1
XISTING STRUCTURE
•A
E
4
3
KWAY WH
1
0
-1
_2
3
3
4
5
1 + 00
_KNEAD NEAR D
6' WIDE FLUSH WOOD WALKWAY
WHERE INDICATED ON PLAN
1 IRELEASE FOR PERMITS
JKA 1 4/24/06
NU. DESCRIPTION BY DATE
Revisions
III=III 11NOTE.
I G =111=1-Tl-I I I-111-_ IF
III=IIHII=111-III-III- - IE_7 If= - BULKHEAD SYSTEM SHOWN IS FOR SCHEMATIC
I
::,If-ll�lif-Ill=III-III=1lI 11I-'' PURPOSED ONLY. THE FINAL DESIGN OF THE
11=111=111=111=III-111-Ili=1 ' BULKHEAD SYSTEM SHALL BE BY OTHERS.
Tl�lll----I f 1=III=1 i I-TI- '
I I -III -I I i-I I i-I I!=1 11-
IIJII=III=111=1' DEADMAN PILE
TIE BACK ROD
NEW WOOD OR VINYL BULKHEADING-SEE PLAN
E ENLARGED CROSS SECTION OF BULKHEAD ZWALKWAY
C21 C2 NOT TO SCALE
11 JIMMY WAT UN
DB 418 PG� 116 '
S8550 3"
12.9
a -
I-EXIS
G ROADSIDE SW i
-4� �`'�• �+ ./ TO REMAIN
� \ I
/ EXISTING BUL IHE }
TO EMAIN ` / Ito 3.8OEM om3wm
I I
TO BE ROM 3.4
NORMAL 7TER LIVE 2"3
� s ��'
CT { WE OLp
iii TO BE BEHOVED
2.9 /
KROM
%1.6 1.6
.8 WETLAND UNE
` fY� 3.3 T TO ff
�1V / 2.4
n I1.631
L I W N 4r'53'36"- y �:� `♦
15
EXISTING BULKHEAD N� 2.s\ .-~�-`�„``+�'~r I ♦� •'f
TO REMAIN }
r 3.3 tia 0.5 r
\ l NORMAL WATER LEVE
1 -2 3
WETLAND I q ' •
I
_ o ;
XISiING.C&M SLAB
To REMAIN y j
4
EXISTING BULKHEAD � � p 4 .
TO REMAIN DELINEATEU'CA#A N
1 1 NORMAL WATER LIVE
1 TO BE l�FI D
Brood Creek
1
CLASSIFIED SA, HOW, NSW
1
A SITE AYOUT PLAN
C1B C1B SCALE 1»=30'
EXISTING DOCK
TO REMAIN
f
M.
0 0 f
rt
2, a.7 PAMLICO ONSORT LC
DB 251 PG 247
r
fu 7'10 46 E"
> 60.00 '
2.3 : a'
I
3.6
TAw A RAP '
�� 2.6 � 4.2 J
2.6
__�\ `j 1 o
/ r l
l
2.5
♦`�4.2� .7 AS T /
TO BE REi10NED
3.23.6
2.
♦` 4.0
4-,,. �J
wood wAtxlrAr 4.J
TO BE REIIOVEA
/ 1
3.4
IY83.09-50 "E
MAL WATER LEVEL saes�- 113.20'
12.66¢3 E
EXISTING BULKHEAD NORMAL WATER LEVE
TO REMAIN
n
O
XISTING BOAT RAMP
\ TO REMAIN
46
45
44
43
NORMAL WATER LEVEL
42
41
o �co
40
39 o'
Z
38
37
v 1
CSTING BULKHEAD
? REMAIN
SEQUENCE OF OPERATION-
1. SECURE PROJECT PERMITS.
2, CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5, INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN
6, FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
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 INFILTRATION BASIN SHALL BE CLEANED OF
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
SPECIAL SEEDING NOTE:
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
TO RESTRAIIH 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
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
LEGEND
SILT FENCE C
UC,
OUTLET PROTECTION D
C7
Eg OUTLET PROTECTION E
C7
CHECKDAM F
C7
INLET PROTECTION rG
c�
VALVE & VALVE BOX A
c$
2" CLEANOUT 8
11-Ij �11
THRUST BLOCK C
C$
(D-" 1" WATER SERVICE p
C8
NOTES:
1. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION.
2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL H, SHEET C7.
3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION.
C
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75' CAMA AEC LIMIT~- --�--
ry`
LIMITS OF ZONE 2 RIPARIAN BUfFER77-
LIMITS OF ZONE 1 RIPARIAN
EDGE Of OVERHANG OF NLW
DOCKHOUSE STRUCTURE
EDGE Of EXISTING CONCRETE SLI
TO REMAIN
1 PLAN VIEW @ NEW DOCKHOUSE ON EXIS
C2 I C2 SCALE: 1"-30'
KENNETH & REBA TILLER
DB 2231 PG 402
4-
NORMAL WATER LEVEL-
ROOF GUTTERS SHALL BE PROVIDED ON THE
NEW DOCKHOUSE FACILITY WHICH SHALL DIRECT
ALL ROOF RUNOFF INTO THE RIP RAP FLOW
SPREADING DEVICE. SEE SHEET C3
'AL IMPACTS CAMA AEC = 1,766 SF
AL IMPACTS ZONE 2 = 733 SF
AL IMPACTS ZONE 1 = 1,033 SF
7.580 Acres
EXISTING GRAVEL DRIVE
TO REMAIN
4f S 88'53'43- W
14:'o
154.28'
s>V5�9•
W
EXISTING RIP RAP
TO REMAIN'��
>r 4
N 65-21'06` IN
tum,
f �
I
sJ,y
ti\
EXISTING B
TO REMAIN
NORMAL WATER
o
� � y
tjn U�
o�
EXISTING B
2 TO REMAIN
NORMAL WATER
(_ASITE LAYOUT PLAN
C2 C2 SCALE: 1„=30'
r
K.S. SLADE
L
DB 139, PG 51
a
V
W
N 8717'43' £
!
5i!
154,44' Total
512
a
15
Sg. .
A
d
d a N8553b31
v
15W
137.24' ° v a
87'03 6" w
�5R
3R 99.49d
T
d
v
d
v ° dv
o
5R a 24' TYP
v
a d
a
INFILTRATION BASIN 11
d
1 501i
1
Q "
1 v
1 1 1 15'R
' d 4
d
Q a
�,�_
• ON-
v v 15k
1 1 d a
` 1 4
1 i
1 -
0 1 WETLAND LINE \
W N 41-53.36" i o
6.43'
��._ 1�L1!`3-Rgf58 ram --ram
tat 2-.N
�N
EVE '
IWETLAND NE
!
t • A iTING•Cdft SLAB
TO REMAIN • W
EXISTING BULKHEAD
TO REMAIN DELINEATED CAMA LINE
NORMAL WATER LLVE
Brood Creek
CLASSIFIED SA, HQW, NSW
f
� 1
JSTIN kADSIDE SW E
I RE N
:�) 4
V�
N
O
XISTING 6' PVC WATER FAIN
r—
i° i
i a
0
A�EXISTING HYDRANT
k �
JIMMY WATSON
DB 418, PG 116
R XIS NG R ADSIDE SWALE j
o TO f LMAJII
cn
I/
z
INFILTRATION BASIN #2
i
S85'50r23"W
12.90'
W
a o �
Z
XISTING BOAT RAMP
TO REMAIN
46
' 45
15Ti t I
� 44
15'R f
NEW 6' WID FLUSH WOOD vt 4
a 5R 43
WALKWAY a a-� ORMAL WATER LEVEL
i 5R 42
41
d ° l
•` c� q 40
NEW 6' WI FLUSH WOOD Z C I 1
WALKWAYJSEE DETAIL D& E. �1
1 SHEET C 39
a^�
38
37
o
LW 6' WIDE FLUSH WOOD (i T
WALKWAY XISTING BULKHEAD
TO REMAIN
OiMiTWE
31.18'
ORMAL WATER LEVEL se+s? 113.20'
NEW 90 LF VINYL BULKHEAD 1zs643
D& E, SHEET C1B EXISTING BULKHEAD NORMAL WATER LEVEI
EXISTING DOCK TO REMAIN
TO REMAIN
1
36
2
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5, INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
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 INFILTRATION BASIN 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
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPtRLY PERMITTED BORROW PIT FACILITY
LEGEND
SILT FENCE rc
C7
OUTLET PROTECTION D
C7
OUTLET PROTECTION E
UC7
CHECK DAM E
C7
INLET PROTECTION G
C7
VALVE & VALVE BOX rA
CS
. 2" CLEANOUT B
C8
THRUST BLOCK C
(I C8
0— 1" WATER SERVICE O
iC8
"J
NOTES:
1. SEE DETAIL A, SHFET C7 FOR TYPICAL PAVEMENT SECTION.
2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL H, SHEET C7.
3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION.
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TO REMAIN
SEQUENCE OF OPERA [ION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3, INSTALL GRAVEL CONTROL ENTRANCE.
4, INSTALL SILT FENCING.
5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
MAINTENANCE PLAN:
i. 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 'I"-GETATION 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 INFILTRATION BASIN SHALL BE CLEANED O
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
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WOFKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NOTE: -
ALL FILL MATER' '%L NEEDED TO COMPLETE
THE PROJECT NC GENERATED FROM ON ':-)'I I E
GRADING ACTIVITIES SHALL BE OBTAINED F- om
A PROPERLY PF"MITTED BORROW PIT FACILITY
LEGEND
-CDCXD- SILT FENCE C
C7
!� OUTLET PROTECTION D
` C7
OUTLET PROTECTION E
C7
CHECK DAM F
c�
INLET PROTECTION G
C7
VALVE & VALVE BOX A
C8
0 2" CLEANOUT B
C8
THRUST BLOCK C
CS
&- I" WATER SLRVICL p
� C8
NOTES:
1. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION.
2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DE TAIL H, SHEET C7,
3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION.
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CLEAN ACCUMULATES SEDIMENT WHEN IT
REACHES A DEPTH OF 0.90' RESTORE TO DESIGN DEPTH
SEE PLANS
TEMPORARY POOL LEVEL TEMP POOL ELEVATION = 5.0'
SEDIMENT CLEANOUT ELEVATION = 4.1
• BOTTOM ELEVATION = 3.8•
\ f _ AVERAGE EXISTING GRADE = 3.2'
s - OVER EXCAVATION ELEVATION =0.87'
-CLEAN SAND FILL 10"± ORANGE SANDY CLAY LAYER
TO BE REMOVED AND REPLACED WITH
CLEAN SAND FILL
NOTF:
THE PROJECT ENGINEER SHALL DIRECT THE REMOVAL OF THE CONFINING SOIL LAYER
AS DESIGNATED ABOVE. NO FILL SHALL BE PLACED IN THE EXCAVATION UNTIL
DIRECTED TO DO SO BY THE PROJECT ENGINEER.
1 CROSS SECTION --INFILTRATION BASIN #1
('5 C5 % NOT TO SCALE
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WITH 5/8" DOWELS 012" OC
INFILTRATION BASIN #1
BOTTOM ELEVATION = 3.8'
AREA AT BOTTOM = 37490 SF
TEMP POOL ELEVATION = 5.0
AREA AT TEMP POOL - 4,362 SF
VOLUME = 4,711 CUBIC FEET
44
3.
I I II.� I5.8
C1
a
24' TYP
CLEAN ACCUMULATES SEDIMENT WHEN IT
REACHES A DEPTH OF 0,75' RESTORE TO DESIGN DEPTH
SEE PLANS
TEMPORARY POOL LEVEL TEMP POOL ELEVATION = 5.0'
4 t 4 • • -
.� 1 0 U-) -
1 �. SEDIMENT CLEANOUT ELEVATION = 4.25'
•. ' _ ' ' BOTTOM ELEVATION =4.0'
• AVERAGE EXISTING GRADE = 3.8'
OVER EXCAVATION ELEVATION=-0.20'
CLEAN SAND FILL 20"f ORANGE SANDY CLAY LAYER
TO BE REMOVED AND REPLACED WITH
CLEAN SAND FILL
NOTE:
THE PROJECT ENGINEER SHALL DIRECT THE REMOVAL OF THE CONFINING SOIL LAYER
AS DESIGNATED ABOVE. NO FILL SHALL BE PLACED IN THE EXCAVATION UNTIL
DIRECTED TO DO SO BY THE PROJECT ENGINEER.
TC5C5)NOT
CROSS SECTION -INFILTRATION BASIN #2 TO SCALE
PSIDE SWALE
i2
a
d
d
a
a
d
4
D R O:
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INVERT = 4.0' TO BASIN)
INVERT = 2.5 �!0 BYPASS)
BOTTOM = 0.3'(SEDIMENT STORAGE)
WEIR FI E1fATlAN = 5 0'
5-
-5
+
51'
Q s
NOTE:
THE CONTRACTOR SHALL NOT PLACE OR USE ANY HEAVY EARTH MOVING
EQUIPMENT IN THE INFILTRATION BASIN AREAS TO AVOID COMPACTION OF
THE UNDERLYING SOILS.
S"85050 P 3 "w
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(2) 8x8 SPT LANDSCAPETIMBERS ANCHORED
/ WITH 5/8 DOWELS 0 12' OC '
/ INFILTRATION BASIN #2 ; ,
J IN BOTTOM ELEVATION = �.o
AREA AT BOTTOM = ,842 SF /
TEMP POOL FLEVATI = 5.0'
3.8 I N V AREA AT TEMP PO = 2 580 SF
VOLUME = 21211 G BIC FEET j
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5.
4
B INFILTRATION BASIN #2
C5 C5 SCALE: 1"=10'
1 RELEASE FOR PERMITS
2 NCDENR COMMENTS
N[I. DESCRIPTIDN
Revisions
JKA
4/24/06
JKA
5/26/06
BY
DATE
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2, CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE,
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE IMPROVEMENTS
8, SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
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 INFILTRATION BASIN 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
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NOTE -
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
LEGEND
SILT FENCE C
c7
w� OUTLET PROTECTION D
c7
OUTLET PROTECTION E
C7
CHECK DAM F
e7
INLET PROTECTION G
c7
VALVE & VALVE BOX A
c8
2" CLEANOUT B
Q-C-,-,)
lopTHRUST BLOCK( rc C8
1" WATER SERVICE D
"Id �cl
NOTES:
I. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION,
2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL H, SHEET C7.
3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION.
0� • 2
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I I RELEASE FOR PERMITS
JKA 1 4/24/06
8
7
6
4
3
2
1 - H
0
_2
EXISTING GRADE
EXISTING 36" CMP AT COFFE CREEK
/ TO REMAIN
L--ROUTE NEW 2" PVC FORCE MAIN BELOW
EXISTING CULVERT. PROVIDE MIN, 24"
VERTICAL SEPARATION
NEW 2" SEWER FORCE MAINS �
B ROUTE 2° PVC SEWER FORCE MAINS
PROFILE -FORCE MAIN CROSSING AT EXISTING CULVERT BELOW STORM DRAIN. PROVIDE
�� �� SCALE: 1 =30 24" MIN VERTICAL SEPARATION.
SEE PROFILE THIS SHEET
XISTING 6' PVC WATER MAIN
ROUTE SEWER FORCE MAINS BELOW----/
EXISTING WATER MAIN -PROVIDE MIN,
24" VERTICAL SEPARATION
I
}
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(�A OFF -SITE SEWAGE DISPOSAL AREA
CD11SCALE: 1 "=60'
WILLLIAM ADRIANN WH
)RE F
C8
1 I
EXISTING 6" PVC WATER MAIN
(7) 2° PVC FORCE MAINS TO REMOTE SEPTIC
FIELD AREAS. LOCATE 5-10' OFF EDGE OF
PAVEMENT. PROVIDE MINIMUM 36" BURY.
SEE SHEET C4 FOR CONTINUATION
EXI NG 6" PVC WATER MAIN
SEE SHEET C4 FOR CONTINUATION
(7) 2° PVC FORCE MAINS TO REMOTE SEPTIC
FIELD AREAS. LOCATE 5-10' OFF EDGE OF
PAVEMENT. PROVIDE MINIMUM 36" BURY.
SEE SHEET C4 FOR CONTINUATION
m
lff lw OF mw ARf AIE F
LIE OF If OFF 511E DM KA
MARINA SYSTEM REPAIR AREA
\ok,
ARINA SYSTEM REPAIR ARE\ SYSTEM AREA #1
�
CHRIS MACHLE / � � \ \ SYSTEM AREA 12 /
TING 36 CULVERT SYSTEM AREA �5
TO MAIN
`-30LF 1LT FF CE AT TOP OF BANK
WILLLIAM ADRIAN WHORTON \ �p \ SYSTEM AREA 13
'--COFFEE EK
jg
ro a_
SYSTEM AREA 14
ic—
m \ \
SYSTEM AREA #6 \
\ �s
SEE PAMLICO COUNTY IMPROVEMENT PERMIT
FOR SPECIFIC CONSTRUCTION REQUIREMENTS
FOR SEWAGE DISPOSAL AREAS
? 2" PVC FORCE MAINS TO REMOTE SEPTIC
LLD AREAS. LOCATE 5-10' OFF EDGE OF
VEMENT. PROVIDE MINIMUM 36° BURY.
E SHEET C4 FOR CONTINUATION
N❑, DESCRIPTI❑N BY DATE
Revisions
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9, RESEED AS NECESSARY TO ESTABLISH VEGETATION.
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 INFILTRATION BASIN 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
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
LEGEND
SILT FENCE C
C7
OUTLET PROTECTION D
C7
OUTLET PROTECTION E
C7
CHECK DAM F
C7
INLET PROTECTION G
c7
N VALVE & VALVE BOX A
C8
• 2" CtEANOUT B
Q-91)
THRUST BLOCK C
C8
1" WATER SERVICE (io
NOTES:
1, SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION.
2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL H, SHEET C7.
3. SEE DETAIL E, SKEET C8 FOR TYPICAL TRENCH SECTION.
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=f I =I
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PUBLIC ROAD
NEW PAVEMENT SECTION
NOT TO SCALE
�-- 20' t
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6 LAYER OF COARSE AGGREGATE
O °O °O
OVER 12" LAYER OF STONE BASE
O 0 o 0
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EDGE OF EXISTING
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("'_B GRAVEL CONTROL
ENTRANCE
���17NOT
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3'
3'
SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
FILTER FABRIC
FLOW
C SILT FENCE
C7 NOT TO SCALE
NOTES: 3
1. VEGETATE IN ACCORDANCE
WITH VEGETATION PLAN.
D 1 VEGETATED SWALE
C7 / NOT TO SCALE
N
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OUTLET PROTECTION
C7 NOT TO SCALE
4'
-12" THICK LAYER OF
#57 STONE ON UPSTREAM
END OF CHECK DAM
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FLOW
�\ DIRECTION
/ F CHECK DAM
C� NOT TO SCALE
6'1 THICK NCDOT
#57 STONE AROL
PERIMETER
E
NOTES:
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
WITH DETAIL..
2. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED ONCE THE LEVEL
IS WkTHIN 6" OF THE CENTERLINE
CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY,
4. PROVIDE 12" MIN. FINE GRAVEL
ON UPSTREAM END OF CHECK DAM.
NOTE;
PROVIDE SEDIMENT TRAP AT ALL
CATCH BASINS & DROP INLETS.
rG __� SEDIMENT TRAP
C7 / NOT TO SCALE
211 X 3' WOOD POST
NCDOT #57 STONE
- FABRIC
5 WIRE MESH
C 2" X 3' WOOD POST
3URY FABRIC
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VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA, THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING,
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA, IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICENT TO RESTRAIN
EROSION ON EXPOSED SLOPES WITHIN THE SHORTER OF 15 WORKING DAYS OR
30 CALENDER DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING: AND
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHING THE SHORTER OF 15
WORKING DAYS OF 90 CALENDER DAYS FOLLOW#NG COMPLETION OF CONSTRUCTION
OR DEVELOPMENT,
H VEGETATION PLAN
C7 NOT TO SCALE
OUTLET PIPE TO BASIN
-SIZE AS INDICATED
8" SOLID
CMU WIER
RIM ELEVATION
#5 @ 6" OC EACH WAY
TOP OF WEIR
FRAME & GRATE OVER
INLET CHAMBER ONLY
I 1
INLET CHAMBE
I I
BYPASS
C
CHAMBER
6'
11
I \-BYPASS PIPE -SIZE
AS INDICATED
PLAN FRAME & GRATE
OR MANHOLE COVER -SEE PLAN
1 1RELEASE FOR PERMITS
JKA 4/24/06
N11 DESCRIPTI❑N BY DATE
Revisions
PROVIDE CENTIPEDE SOD
ON ENTIRE LEN NTH OF LEVEL FLOW
SPREADER
MAKYUM DEPTH/ELEVATION
OF RUNOFF VEGETATED OUTLET AREA
SPILL AT ELEVATION=1.5 FLOW
---
\-q SWALE/SPREADER
ELEVATION=1.0
LEVEL FLOW SPREADER OUTLET AREA
C6 NOT TO SCALE
8" THICK CONCRETE TOP
8" CMU-GROUT FILL ALL CELLS
INVERT TO BYPASS PIPE INLET FLUSH PIPE TYPE & SIZE
WITH INSIDE WALL AS INDICATED
INVERT TO BASIN
#5 DOWEL @ 16" OC
EACH SIDE
7'x7'
SECTION A -A
I STORMWATER BYPASS STRUCTURE SEE SITE PLAN FOR STRUCTURE
NOT TO SCALE ELEVATION DATA
PROVIDE CENTIPEDE SOD ON ENTIRE
VEGETATED OUTLET AREA
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JKA 14/26/06
4" THICK CONCRETE COLLAR
6" HEAVY DUTY CAST IRON
SCREW TYPE VALVE BOX
AND COVER, MARKED WATER
_ COMMON BRICK
- AT 1 /3 POINTS
`VALVE
1 CUBIC FOOT THRUST BLOCK
q VALVE AND VALVE BOX
1
8 NOT TO SCALE
CAST IRON -
METER BOX
CONCRETE COLLAR—'"2
VALVE BOX
WATER MAIN
WATER MAIN PLUG
TWITH 2" TAP
BRASS NIPPLE
2" BALL VALVE
SCH 80 PVC
COUPLINGS
2" PVC SCH. 40 PIPING
PERMANENT 2" BLOWOFF ASSEMBLY
NOT TO SCALE
PLAN
D/2 (MIN}
d d
17
(MIN)
C
IN)
UNDISTURBEL
EARTH
ELEvaTIaN UNDISTURBED
FOR BENDS EARTH
2" BRASS PLUG
PLAN
FOR TEES
THRUST BLOCK DIMENSION D IN FEET
NOM.
P}PE
DIA,
DEAD
END
90'
BEND
45•
BEND
221/2•
BEND
11 1/4•
BEND
2"
1.0
1.2
1.0
0.7
0.7
4"
1.3
1.5
1.2
0.9
0.8
C TYPICAL THRUST BLOCK SIZES
C8 NOT TO SCALE
2" FEMALE
COUPLING
BURIED DETECT{ON WIRE —
FOR NON-METALLIC PIPE -
SEE SPEC FOR BURY
REQUIREMENTS
END S
EACH END
5'
BACK OF CURB
OR SIDEWALK1'-
1" SERVICE TUBING
F
CAST IRON
METER BOX +4
METER STOP -
BRICK SUPPORTS
(4 EACH)
EEP LINE SLACK-
------PLASTIC STIFFNER
---CORPORATION STOP
TAPPING SADDLE
WATER MAIN
D 1 INCH WATER SERVICE
C8 NOT TO SCALE
TO 8"
IN. DEPTH i
SERVICE
TO RESIDENCE
METER -BY OTHERS
SEE SPECS FOR BURY
REQUIREMENTS
FBURIED WARNING AND
IDENTIFICATION TAPE
FINAL BACKFILL
\i 9 LIFTS MAX
INITIAL BACKFILL
6" LIFTS MAX
-UTILITY MAIN
SIZE AS INDICATED
12" O, D. OFL 12"
f+ ^.rPIPE `l
PIPE TRENCH WITHOUT BEDDING
E PIPE TRENCH SECTION
C8 NOT TO SCALE
ENCASEMENT PIPE SIZE
UTILITY MAIN
DIAMETER
ENCASEMENT
PIPE DIAMETER
6"
10"
8"
12"
PAVFMFNT WIF)TH
Q2�
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i ITV Y,LIL av, , VIN , rr/
SPACERS AT 5' O.C. MINIMUM,
F UTILITY BORE
C8 NOT TO SCALE
TREATED WOOD SUPPORT
LENGTH = PIPE O.D,+12"
00 -� (TYPICAL OF 3)
CARRIER PIPE
�Q
i� ENCASEMENT PIPE
STEEL STRAPPING
L PIPE BELL. TO BE CLEAR
OF CASING
SECT'JN A -A
UTILITY MAIN-Z ?E
AS INDICATED
PIPE INVERT AS INDICATED
ON 1�-AN
PIPE -SEE
SIZE
r�
PROVIDE RED FLASHING LIGHT FOR
ALARM CONDITION AND AUDIBLE
ALARM WITH SILENCE SWITCH
_,-LOCKABLE CONTROL PANEL MOUNTED
AT REQUIRED HEIGHT W/HIGH
LEVEL ALARM & SILENCER
--PUMP WIRING INSTALLED IN 3/4"
CONDUIT -MIN 18" BURY
6" THICK CONCRETE COLLAR -
RIM ELEVATION = +15,0'
Tl�
N 00
4" INLET FROM SEPTIC TANK
SCH 40 PVC
,
36" FIBERGLASS
PUMP BASIN
HIGH WATER
"ALARM" = +2.6'
PUMP "ON"
LEVEL = +2,5
PUMP "OFF"
LEVEL = +1,0
BOTTOM = 0
REFERENCE)
C
L 1 2 "
42" SQUARE
N❑l DESCRIPTI❑N BY DATE
Revisions
BASIN COVER
STRUCT• PLASTIC
2" STAINLESS STEEL VENT WITH
BIRD SCREEN
BOLT DOWN
STAINLESS STEEL FASTENERS
JUNCTION BOX
STRUCT. PLASTIC
LIFT -OUT CHAIN
STAINLESS STEEL
2" BALL VALVE,
TRUE UNION, PVC
W/ 90° ELBOW
2" DIA. SCH 40 PVC
EFFLUENT PIPE
2" NPT PVC CHECK VALVE
2" EFFLUENT PUMP
PUMP INV, OUT
ROUT FILLETS
NOTES:
1. SUBMERSIBLE EFFLUENT PUMP SHALL BE 1 "i2HP, 10, 230V, 60HZ
3450 RPM, 20 GPM @ 51' TDH,
2• PUMP SHALL HAVE DOUBLE CARBON AN-- CERAMIC FACED
SHAFT SEALS. SHAFT SHALL BE 416 STD NLESS STEEL.
3. MOTOR SHALL BE OIL FILLED WITH HEAT SENSOR
THERMOSTAT AND OVERLOAD PROTECTI0% THERMOSTAT
SHALL RESET AUTOMATICALLY WHEN THE MOTOR COOLS
TO A SAFE OPERATING TEMPERATURE.
4. MOTOR SHALL HAVE A CAST IRON HOUD',-G RATED
CLASS 30, ASTM A48,
5, PUMP SHALL HAVE A REPLACEABLE VOLT. -E SEAL RING,
rG GRINDER PUMP :k BASIN
�dc
8 NOT TO SCALE
2" PVC
FORCE MAIN
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