20150034 Ver 1_Site Plan_20150112

PLAN VIEW
PROPOSED
GEOTEXTILE FABRIC
CLASS II RIP RAP
ALONG PROPOSED SLOPE
(1.5:1 OR FLATTER) --
PROPOSED RECYCLED
CONCRETE SLABS
(APPROX. 8" THICK)
OHW
KEY IN 2' MIN.
EXISTING
GROUND
TOP OF BERM
icy' MAX. ENCROACHMENT
FROM ORDINARY HIGII
WATER ELEVATION OF 15'
PROPOSED WASHED STONE OR
CRUSHED RECYCLED CONCRETE
cIF?loss sEcTloN
N1'S
GENERAL NOTES:
t. PROJECT NOT SURVEYED. PLAN VIEW AND
CROSS SECTION TO BE CONSIDERED SCHEMATIC
EXHIBIT ONLY.
2 WORK TO BE CONDUCTED AS EMERGENCY
REPAIR PER 1/7/15 NCDWR, TRIPP BROTHERS
(CONTRACTOR), TOWN OF HOOKERTON (OWNER) &
SEPT (ENGINEER) SITE VISIT DISCUSSION &
PROJECT NARRATIVE ATTACHED TO USACE
GENERAL PERMIT NO, 197800080.
3. SHOWN DATA FROM GIS SPATL4LL DATA, SITE
VISIT, AND AERIAL PHOTOGRAPHY.
CONSTRUCTION NOTES:
t. GEOTEXTILE FABRIC SHALL BE INSTALLED
ON CLEARED AND GRUBBED SLOPE PRIOR TO
INSTALLATION OF WASHED STONE OR RECYCLED
CONCRETE.
2. RECYCLED CONCRETE SLABS MAY BE USED TO
FORM REVETMENT, HOWEVER NO REBAR OR
REINFORCING WIRE SIIALL PROTRUDE FROM
SLABS.
3. RAP STONE SIZE 24" TO 36" SHALL BE USED TO
FORM THE TOE OF SLOPE AND KEYED IN A
MINIMUM OF 2' BELOW THE STREAM BED. CLASS II
RIP RAP AND RECYCLED CONCRETE SHALL BE
PLACED A MINIMUM OF ?.'THICK UPSLOPE TO
FORM THE REVETMENT. REVETMENT STRUCTURE
WILL BE LOCATED NO FURTHER THAN t0 FEET
WATERWARD OF THE ORDINARY HIGH WATER
MARK.
q. REVETMENT SLOPE SHALL BE t.$' (H): t' (V)
OR FLATTER
5. NO GRUBBING OF STREAM BANKS IS
ALLOWED BEYOND THE 5o' EMERGENCY REPAIR
PROJECT AREA. LAND CLEARING FOR ACCESS TO
SITE SHALL BE LIMITED TO HAND CLEARING.
6. HEAVY EQUIPMENT ACCESS TO THE PROJECT
AREA SHALL NOT TRAVERSE ANY PART OF THE
WASTEWATER LAGOON BERMS.
0
z z_
Z J J h i
� p O E rn
O to 02 o in v cv
�r�¢m Vr o,Lj u~i
F -ma�0 0 c E,2 °-
pmp ^z�Z�
Z Lj z a
r 3 H Z i
w rn Cl Z rn w
Lo
Q J
V � 2 LLj
i H
< o0
0
i
}
u � m
t a
Ld uj� NY°
w w
z ~ v
Z
U) z o 0
w U
8 m
au
U
Z
z
0
�
Q
z
U
z
W
N
C
�
w
Q
z
w�o�
w��
=o
U
Q
�
w
w
m
z
w
C
3:
zw00
ry
Z
O
U
0
z z_
Z J J h i
� p O E rn
O to 02 o in v cv
�r�¢m Vr o,Lj u~i
F -ma�0 0 c E,2 °-
pmp ^z�Z�
Z Lj z a
r 3 H Z i
w rn Cl Z rn w
Lo
Q J
V � 2 LLj
i H
< o0
0
i
}
u � m
t a
Ld uj� NY°
w w
z ~ v
Z
U) z o 0
w U
8 m
au