20060734 Ver 2_Site Plan_20061129

1 RELEASE FOR PERMITS JKR 4/24/06
oo~cbo ``,ttllNltlq~
0 0 0 0 ~ o° oo°o VEGETATIVE SEEDING ~q~~~~ i
OUTLET PI o0 0 00° o 0 0°~°o AFTER COMPLETION OF GRADING ACTIVITIES 1° SF 9.5A ASPHALT SURFACE COURSE A o 0 0 00 G ACTIVITIES AND THE ND. DESCRIPTIdN BY ~ ''qT~ ~ ~ ~ S1py~`2,~
00 0 0o A CONSTRUCTION OF SWALES, ALL EXPOSED A TACK COAT o00 0 } BE SEEDED TO THE FOLLOWING SPECIFICATI ~ 2" TYPE N BINDER B A o0 0 ~ SEED B D L EXPOSED AREAS SHALL ~ <;
SPECIFICATIONS: Revisions • • ~ 15738
Q
FLOWS oo RIP RAP o LIME 1-1 /2 TON PER ACRE PER ACRE ~~•~ti ~+~~r>E~•~ o;•
~0,0 0 0o FERTILIZER i/2-TON PER ACRE ER ACRE ''~i~~kEV1NP`•~ ~Itlliilt
Oo 00 0 0o SEED ~T ~
R ACRE PROVIDE CENTIPEDE SOD
~OOOO°o oho RYE GRAIN 50 LBS PER ACRE
°ogooo~o TALL FESCUE 100 LBS PER ACRE ER ACRE ON ENTIRE LENGTH OF LEVEL FLOW SPREADER
8" ABC BASE ~ PLAN oo MAY THROUGH AUGUST: MAXIMUM DEPTH/ELEUATION ~
CENTIPEDE 5 LBS PER ACRE ACRE OF RUNOFF VEGET>~TED DOYLEY AREN ~ Q
RC ~ PROCEDURE
SPILL AT ELEVATION=1,5 ~ ~ F' ED AT A RATE WHICH WILL FLAW Q
-III-III STRAW MULCH SHALL BE APPLIED AT A RAT OVERAGE OF THE SEEDED G ~
-III- ~ i6" SELECT FILL INSURE APPROXIMATELY 75% COVERAGE OF SEED WILL BE LIGHTLY ~1 1(~ ~
FLOWS RIP RAP AREA. THE STRAW AND SOWN SEED WILL BE PUBLIC ROAD ~ ~-p ~ DISCED INTO THE BED TO GIVE IT FURTHER ~°OpQ~~o~o °o~~o°~~~~o TO BLOWWG AND WASHING. IT FURTHER RESISTENCE PROUIDE CENTIPEDE SOD ON ENTIRE ~ ~ ~
VEGETATED OUTLET AREA
THE CONTRACTOR SHALL GUARANTEE A FUL ~q~ NEW PAVEMENT SECTION FILTER FABRIC E~ GRASS OVER THE ENTIRE DISTURBED AREA. ANTEE A FULL STAND OF ~ W W ~
C6 NOT TO SCALE SECTION A-A THE CONTRACTOR WILL WEi DOWN THE ARE A B C D E MAX. RIP RAP SIZE IN SEED GERMINATION OR AID IN GROWTH IN IRBED AREA, IF NECESSARY ~ SCALE/SPREADER ~ ~ ELEVATION=1,0 O ~ ~ W
WN THE AREAS TO ASSIST O LEVEL FLOW SPREADER OUTLET AREA ~ ~ ~ ~
N GROWTH IN TAMES OF C6 NOT TO SCALE
12" 5' 8' 8' 12° g" EXCESSIVELY DRY WEATHER. A STAND OF G CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS WILL BE
15" 5' 8' 8' 12" 9" GRASS IS AT LEAST FOUR WCHES HIGH AND !THE ENTIRE STAND OF
IES HIGH AND HAS
18" 7.5' 12' 12' 18° 14" ACHIEVED AT LEAST 95% COVERAGE OF DIST ;AGE OF DISTURBED
20 ~ AREAS. RESEEDING WILL BE REQUIRED AS N 0 0 0 6" LAYER OF COARSE AGGREGATE E OUTLET PROTECTION THE CONTRACTOR TO OBTAIN THE SPECIFIED ~UIRED AS NECESSARY BY ~ ~
HE SPECIFIED STAND OF GRASS.
o°o~o OVER 12" LAYER OF STONE BASE ~7 NOT TO SCALE 0 0 Oop~oo COARSE SPECIAL SEEDING NOTE: ~ ~ I
~N~
a°o°o THE CONTRACTOR SHALL PROVIDE A GROUNDC 50' o ° o ° 0 12" THICK LAYER OF A GROUNDCOUER SUFFICENT TO RESTRAIN ~ ~ ~
0 o EROSION ON EXPOSED SLOPES WITHIN THE SH 00000 X57 STONE ON UPSTREAM 30 CALENDER DAYS FOLLOWING COMPLETION O END OF CHECK DAM THIN THE SHORTER OF 15 WORKING DAYS OR ~ z ~
OMPLETION OF ANY PHASE OF GRADING: AND °-d w z
0 o PERMANENT GROUNDCOVER FOR ALL D~STURBE o°o°o°o \~/~y/~ 8~~ WORKING DAYS OF 90 CALENDER DAYS FOLLO ~~//~//~~j~/j~/ p p ~ OR DEVELOPMENT. iLL DISTURBED AREAS WITNING THE SHORTER OF 15 ~ x
DAYS FOLLOWING COMPLETION OF CONSTRUCTION ~ ~ m ~
~ W o0
EDGE OF EXISTING \~j~jv/j\~/j~/j~%j 3 J ~ ~z~
ROADWAY PAVEMENT NOTES: \~\\y~'\~~/~!~\~ H VEGETATION PLAN N
~ ~ r~
B GRAVEL CONTROL ENTRANCE 4~ ~ 4. NOT TO SCALE w~
C7 NOT TO SCALE 1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE ~xN
0o WITH DETAIL. U~ ° o ~ m~
~C)~W
O ~O~O~~ DO~~p 00 p0000 2. SEDIMENT BEHIND THE CHECK DAM `.d Z
t-.~ 0- Q
OHO QO~~OO ~ OHO SNALL BE REMOVED ONCE THE LEVEL SELF ANCHORING OO~ODOp'pOOq~000~0~ IS WITHIN 6" OF THE CENTERLINE
METAL POST ~ 6' O.C. MAX O~oooooCP~~~~~~0000000~0 CREST OF THE DAM.
O O
12 GUAGE 6 X 6 WIRE MESH ~~O~O~O~O~~ 3. SHOULD SCOUR DEVELOP AT THE O~~~O DOWNSTREAM END, IT SHALL BE
3' FILTER FABRIC REPAIRED IMMEDIATELY.
FLOW
4. PROVIDE 12" MIN. FINE GRAVEL
/I
8 FLOW DIRECTION ON UPSTREAM END OF CHECK DAM. F CHECK DAM
~~~~j/~j/~j/~~~ C7 NOT TO SCALE OUTLET PIPE TO BASIN 'E TO BASIN FRAME & GRATE OVER
\~~\~j~\~ -SIZE AS INDICATED NDICATED INLET CHAMBER ONLY
3'
~ 2" X 2" X 3' WOOD POST ~ i. I r--
l
FILET FILET CHAMBE~ A ~
I ~ ~
8° SOLID ~
~ SILT FENCE NCDOT #57 STONE CMU WIER C7 NOT TO SCALE
O
BYPASS BYPASS CHAMBER ~ ~ ~
N 5' ~ N ~ ~
~ ~
BYPASS PIPE-SIZE ~ ~ ~
AS INDICATED
PLAN FRAME & GRATE Q ~
RIM ELEVATION OR MANHOLE GOVER~SEE PLAN ~ ~ ~ ~
_ ~ ~
EROSION CONTROL FABRIC #5 C~ 6" OC EACH WAY 8" THICK CONCRETE TOP ~C ~ ~ E~-~
ON 12 GUAGE 6x6 WIRE MESH ~ ~ W
-8° MIN 8" CMU-GROUT FILL ALL CELLS ~ ~ ~ ~
~ 2° X 2" X 3' WOOD POST TOP OF VdEIR -8" MIN
NOTES: 3 ~ C~ PIPE INLET FLUSH PIPE TYPE & SItE
1. VEGETATE IN ACCORDANCE INVERT TO BYPASS PIPE I WITH VEGETATION PLAN. 6" THICK NCDOT ~ INVERT TO BASIN WITH I #57 STONE AROUNp 18" WITN INSIDE WALL As iNOiEarEO ~ ~ ~
~ ~
p PERIMETER ~5 DOWEL @ 16" OC p~ ~
VEGETATED SWALE EACH SIDE U~ ~
C7 N 0 T TO SCALE
7'xT ~
/~~~~ij~~~ i~~ ~j~~ S j~\%i~\ BURY FABRIC ~ STORMWATER BYPASS STRU SECTIO~J A-A ~
~
BYPASS STRUCTURE SEE SITE PLAN FOR STRUCTURE
NOT TO SCALE E ELEVATfON DATA
CATCH BASIN
PROVIDE SEDIMENT TRAP AT ALL
CATCH BASINS & DROP INLETS.
a
~ SEDIMENT TRAP
Q-19 NOT TO SCALE C7
06010 .M~_n~.._.w_._

1 RELEASE FOR PERMITS JKA 4/24/06 D~
a`~e``~ Ill I I II ij~i'i
~Rp~~i,~
~ '
ND. DESCRIPTIdN BY ~,'~~,T~ ~ S~~ti~~~' r
EXISTING GRADE
Revisions ~ js~~~ r i p,
" EK EXISTING 36 CMP AT COFFE CRE
TO REMAIN a g / Ufa
7 SEQUENCE OF OPERATION:
6 / 1, SECURE PROJECT PERMITS.
5 2. CONDUCT PRE-CONSTRUCTION CONFERENCE,
4 / 3. INSTALL GRAVEL CONTROL ENTRANCE. ~
3 4. INSTALL SILT FENCING.
/ 2 5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN
1 A E & STABILIZE ROAD & DRAINAGE AREAS. p W ~ ~ 6. FINE GR D
1HE 11115 DISiIIRBN~E A~ 11E P80PfR1Y 0 tNES ~ lE ~F-SIB DI~Of~II,,~A 7, INSTALL SITE IMPROVEMENTS • O ~ •
(7) 2 PVC FORCE MAINS TO REMOTE SEPTIC / -1 8. SEED AND MULCH ALL DISTURBED AREAS~ESTABLISH PERMANENT VEGETATION ~
FIELD AREAS. LOCATE 5'-10' OFF EDGE OF / _2 9. RESEED AS NECESSARY TO ESTABLISH VEGETATION. ~ ~ ~ ~
PAVEMENT, PROI~DE MINIMUM 36 BURY, H~~Q
" HEET C4 FOR CONTINUATION MARINA SYSTEM REPAR AREA ROUTE NEW 2 PVC FORCE MAIN BELOW SEE S / ~ MAINTENANCE PLAN:
ULVERT, PROVIDE MiN, 24 ~ / EXISTING C 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL ~ W ~ ~~1°
SEPARATION I / VERTICAL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING p ~ ~ ~
FEE EEK ' ~ / EVERY RUNOFF-PRODUCING RAINFALL EVENT AND iN NO U ~
" INS i / ~ NEW 2 SEWER FORCE MA " / PVC SEWER FORCE MAINS ROUTE 2 ' / CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED ~ ~ Q ~ Q
- ~ B ROFILE-FORCE MAIN CROSSING AT EXISTING CULVERT BELOW STORM DRAIN. PRO~OE 1 ~ / P \ REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
' VERTICAL SEPARATION. SYSTEM AREA ~ 24 MIN ~ ARINA SYSTEM REPAIR AREA DEICES IN THE OPERATING CONDITIONS INTENDED,
C6 C6 SCALE, 1 3 / / SEE PROFILE THIS SHEET ' ~I' ~ ~ 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
1 ~ ' / per` j / ~ AS NECESSARY AND MULCHED ACCORDING TO
I KISTING fi° PVC WATER MNN ' / / ~ /
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
~ ACNLE / SYSTEM AREA ~2 (kIRIS M / ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE e
COVER. ~ ~
/ / 3, ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ ~
o / TING 36 CULVERT SYSTEM AREA ~5 ~ ROAD SHALL BE REMOVED ON A DAILY BASIS. ~ N ~
TO EMAMi 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING ~ I ~ U~
EAT TOP OF BANK / 30LF ILT FE~C & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO ~ r~
IAM AURIAN WHORTON ~ ~ SYSTEM AREA ~3 r~uE A DEPTH OF ONE FOOT. ~ ~ z C°
YALLIIAM ADMAN WHORTON ~ / 5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED O ~ w z ~
OFFEE ~EK ~ \ / ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF ~ ~ m
i ~ / T EWER FORCE MAINS BELOW ROUES F 'u m ~ / 11LITY BORE p / CONSTRUCTION. W ~ x
EXfSTiNG WATER MAIN-PRO~DE MIN. U m ~ / a D s \ ~ ~w~
24" VERTICAL SEPARATION C8 a ~ D ~ ~ SYSTEM AREA ~4 ~4 ~ ~ z
SPECIAL SEEDING NOTE: ° ~
. m r
' ~ ~ SYSTEM AREA ~ THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT ~ c ~ o
e " ' EXISTING 6 PUC WATER MNN ' TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER ~ w ~ o
1 ,Ah 1ti19 OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING ~ ~ ~ ~ o c~
' ~ ti COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT ° x
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF m N
1 2" PVC FORCE MAINS TO REMOTE SEPTIC , " ss FIELD AREAS. LOCATE 5-10 OFF EDGE OF s 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION ~ ~ o N
PAVEMENT, PROI~DE MINIMUM 36 BURY, OF CONSTRUCTION OR DEVELOPMENT.
SEE SHEET C4 FOR CONTINUATION
DOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
RMIT COUNTY IMPROVEMENT PE SEE PAMlIC0 r PERMIT THE PROJECT NOT GENERATED FROM ON SITE
NSTRUCTION REQUIREMENTS REMENTS GRADING ACTIVITIES SHALL BE OBTAINED FROM
FOR SPECIFIC CO
R SEWAGE DISPOSAL AREAS FO A PROPERLY PERMITTED BORROW PIT FACILITY ~
LEGEND
51LT FENCE C
C7
Y
OUTLET PROTECTION D
C7
OUTLET PROTECTION E
C7
W
CHECK DAM E ~
C7 ~
~ Q aU
INLET PROTECTION G ~ ~ ~
C7 ~
VALUE & VALVE BOX A 'Q ~ ~ W
EXI NG 6° PVC WATER MAIN C8 ~ ~ ~ ~
2" CLEANOUT B ® ~ ~ p
C8 ~ Q W
~o~
THRUST BLOCK C
CS ~ ~
x r • e";; ~~o ~U w
~fl 1° WATER SERVICE D W ~
C8 ~ ~
NOTES: ~ ~ H
1. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION, ~ ~ ~
(7) 2" PVC FORCE MAINS TO REMOTE SEPTIC 2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE ~
FELD AREAS. LOCATE 5'-10' OFF EDGE OF WITH THE PROJECT VEGETATION PLAN, SEE ~
F » ~ PAVEMENT. PRO1r7DE MINIMUM 36° BURY. DETAIL H, SHEET C7.
SEE SHEET C4 FOR CONTINUATION 3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION.
f~ i

1
Q
//~i //-1
A OFf-SITE SEWAGE DISPOSAL AREA
C6 C6 SCALE: 1"=60'
06015
I

1 RELEASE FOR PERMITS JKA 4/24/06
NOTE: 2 NCDENR COMMENTS JKA 5/26/06
CLEAN ACCUMULATES SEDIMENT WHEN IT CLEAN ACCUMULATES SEDIMENT WHEN IT THE CONTRACTOR ,~~tt?~tlt qr~~~ C'~R
REACHES A DEPTH OF 0.90' RESTORE TO DESIGN DEPTH REACHES A DEPTH OF 0.75' RESTORE TO DESIGN DEPTH TRACTOR SHALL NOT PLACE OR USE ANY HEAVY EARTH MOVING No, DESCRIPTION BY ~aTE ; a's's°Q.•`.'~`~.
sEE PANS sEE P~aNS EQUIPMENT IN THE VT IN THE INFILTRATION BASIN AREAS TO AVOID COMPACTION OF ~ ~ ~p<<4'~µ::
w.
THE UNDERLYING TEMPORARY POOL LEVEL TEMP POOL ELEVATION = 5.0' ~ TEMPORARY POOL LEVEL TEMP POOL ELEVATION = 5.0' Revisions = AL ERLYING SOILS,
:p° ; ~.e
4 - ~~I~a ~y~
~ ~ SEDIMENT ClEANOUT ELEVATION = 4.1' - ~ ~ ~ ~ .SEDIMENT CLEANOUT ELEVATION = 425' SEQUENCE OF OPERATION:
BOTTOM ELEVATION =3.8' BOTTOM ELEVATION 4.0'
~ " ' ~ ~ ' ~ ~ ~ ~ AVERAGE EXISTING GRADE = 3.2' ` ' ° . AVERAGE EXISTING GRADE = 3.8' 1. SECURE PROJECT PERMITS.
3 2. CONDUCT PRE-CONSTRUCTION CONFERENCE. ~
ELEVATION 1.5 3. INSTALL GRAVEL CONTROL ENTRANCE. ~ q ~
OVER EXCAVATION ELEVATION =0.87' OVER EXCAVATION ELEVATION =-020' 40~ MINIM CLEAN SAND FILL 10"± ORANGE SANDY CLAY LAYER CLEAN SAND FILL 20"t ORANGE SANDY CLAY LAYER 4, INSTALL SILT FENCING. W 40~ MINIMUM ELEVATION LO 5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN O ~ ~ ~
6, FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS. O ~ ~ FLOODED DEPTH 7, INSTALL SITE IMPROVEMENTS
TO BE REMOVED AND REPLACED WITH TO BE REMOVED AND REPLACED WITH 8. SEED AND MULCH ALL DISTURBED AREAS~ESTABLISH PERMANENT VEGETATION ~ U~
CLEAN SAND FILL CLEAN SAND FILL 9. RESEED AS NECESSARY TO ESTABLISH VEGETATION. ~ ~1
NOTE: NOTE: WW~~
THE PROJECT ENGINEER SHALL DIRECT THE REMOVAL OF THE CONFINING SOIL LAYER THE PROJECT ENGINEER SHALL DIRECT THE REMOVAL OF THE CONFINING SOIL LAYER MAINTENANCE PLAN: ~ ~ ~
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHAIt ~ ~ ~ ~
AS DESICNATEO ABOVE. NO FILL SHALL BE PACED IN THE EXCAVATION UNTIL AS DESIGNATED ABOVE NO FILL SNRLL BE PLACED IN THE EXCAVATION UNiI~ 3 VEGE 18" RIP RAP ON BE CHECKED FOR STABILITY AND OPERATION FOLLOWING p~ ~ q ~ q
D~R[CTED TO DO SO BY THE PROJECT ENGINEER. DIRECTED TO DO SO BY THE PROJECT ENGINEER. C3 C5 NOT 3 VEGETATED FILTER CROSS SECTION FILTER FABRIC EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO
;3 C5 RIOT TO SCALE CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
1 CROSS SECTION-INFILTRATION BASIN 2 CROSS SECTION-INFILTRATION BASIN #2 REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
C5 C5 NOT TO SCALE C5 C5 NOT TO SCALE 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PIRN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE ~a co 0
d a d COVER, ~ ~ ~
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ ~ ~ ~
ROAD SHALL BE REMOVED ON A DAILY BASIS. ~ U ~
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCCNG ~ z'~
p y & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO ~
DROP INSET R~CT~ ~
RIM = . ' ~ 85°50'3 3 2 = .5 DRO A DEPTH OF ONE FOOT. ~ ~ ~ ~ 5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED 0 ~ °
m
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION QF ~ ~ x
N~ _ P a RIM = 5.3' - % ~ INVERT = 4.0 TO BASIN) ' CONSTRUCTION. ~ ~ w
~ ~ z~
\ ~ ¢ 0~
SPECIAL SEEDING NOTE: ~ ~ ~ o w ~o
THE CONTRACTOR SHALL PROVIDE A GRQUNDCOVER SUFFICIENT ~ ~ ~
~ a SIDE SWALE INVERT = 25 (0 BYPASS) ~ TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER ~ ~
~ ~o~ OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
5a .~~LF 12" R ~ 5` a ~ BO110M = 0,3'(SEDIMENI, STORAGE) 5 ~ a 5,R WEIR COMPLETfON OF ANY PHASE OF GRADING; AND A PERMANENT ~ m ®v o
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION ~
OF CONSTRUCTION OR DEVELOPMENT. ~
~ 41
NOTE:
5.5 3.8 INS
ALL FILL MATERf AL NEEDED TO COMPLETE
~ a 38 `
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALE BE OBTAINED FROM
~ 24' TYP ~ ,
A PROPERLY PERMITTED BORROW PIT FACILITY ~
5
' 6 (2) 8x8 SPT LANDSCAPE TIMBERS ANCHORED 5. H 5. \ 5 ' d
WITH 5/8 DOWELS ~ 12° OC I ~ 2 ' LEGEND
SILT FENCE C
C1
a ~8 I 2 3 ~ + 51' ~ + .3 ~ (2) &z8 SPT LANDSCRPE TIMBERS ANCHOREI a
OUTLET PROTECTION D
a
/ WITN 5/8" DOWELS ~ 12" OC ~ ' a C7
5.6 INFILTRATION BASIN ~1 ~ / INFILTRRTION BASIN ~2 ; / OUTLET PROTECTION E
BOTTOM ELEVATION = 3.8' ~ 3 ~N BOTTOM E~EVATioN - A.0 ' C~ ~ A
~ AREA RT BOT10M = 3,490 SF AREA AT BOTTOM ~'842 SF /
TEMP POOL ELEVATION = 5.0' ~ TEMP P001_ ELEVATIt~N - 5.0~ ' ~ (d CHECK DAM E ~
~J C7 ~ ~
a AREA AT TEMP POOL = 4362 SF I / 3.8 INU AREA AT TEMP PO = 2,580 Sf ~ ~ ~ Q
VOLUME = 4,711 CUBIC F~E1 ; ' ~-+p'~ INLET PROTECTION C
~ ~ ~ a C7 ~ ~
44' ~ VOLUME = 2,211 G BIC FEET / 5o'R ~ I ~ 10LF 12" RCP & (1) FE~~ % A © Q ~
0 ~ , 111 N VALVE & VALUE BOX A ~ ~
C8 ~ ~ ~ a
~ ~ ~ ~
® 2" CLEANOUT B ~ q
5.6 - C$ ~ ~ ~
+ / ~ I ~ ~
THRUST BLOCK C ~ ~ ~
~ 6 ~ \ ~ 5 3. a 5.4/ ~ ~ 8 3 ~ 6 C8 w ~ ~
1" WATER SERVICE p E`-'' Q' ~
C8
5.7 ~ 3.4 a ~ a 15; 5. ~ ~ ' O ~ ~
NOTES: ~ ~
1. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION, ~ ~
W 2 REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
~ a / ~s ~ 8 ~ 4.2 ~ 5~+ 5.8 / WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL H, SHEET C7,
~ 3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION, ~
a ~ \ ~ 5.8 a /
e f
/ a I 5. ~ X5.8 5 4
\ ~ / / /r
rA --~INFILTRATICIN BASIN 1 rB C5 C5 SCALE: 1"=10' INFILTRATION BASIN 2
C5
C5 CS SCALE: 1"=10'
06015

1 RELEASE FOR PERMITS JKA 4~24~06
ttttumrrrrr~~
ND. DESCRIPTION BY SATE ©ti'
_ SEAL p~; r
Revisions 15738
L a. n
~~~ir EVIN~~~ rrrrui~~~i~ ~ D~ 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 ~ o q
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: E-~ ~ ~
1, ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL W W ~
BE CHECKED FOR STABlLITY~ AND OPERATION FOLLOWING ~ ~ ~
t 58 E .88' EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO ~ ~ ~
t CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED p~ ~ ~ ~ Q
' 7,580 Acres EXISTING RE51D E ~ , t I REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
TO REMAN s t ~ DEVICES IN THE OPERATING CONDITIONS INTENDED.
7 2" PVC FARCE MAINS TO REMOTE SEPTIC ~ )
` ~ ~ C7 FIELD AREAS. LOCATE 5-10 OFF EDGE OF v SEPTIC 2, ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED OF AS NECESSARY AND MULCHED ACCORDING TO
gyn. xISTING GRAVEE DRIVE PAU£MENT. PROVIDE MINIMUM 36" BURY. SPECIFICATIONS (N THE VEGETATION PLAN IN ORDER TO o
~ TO REhIAiN KENNETH ~ REBR TIEEER SEE SNEET C6 FOR CONTINUATION ESTABLISH AND MAINTAIN A UIGOROl1S, DENSE VEGETATIVE
COVER.
DB 223, PG 402 GRAWJ- FF 3, ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ ~ o
~ T S IN OAD~DE SW E ROAD SHALL BE REMOVED ON A DAILY BASIS, ~ ~
t RE AIN
P t ~ ' S 8853'43" W (n 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING ~ ~ ~
.~h _ 154.2 ' - ^~g t t _ 8 I ~ ~ & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO ~ ~ v ~
~ o t ~ A DEPTH OF ONE FOOT. ~ z ~
v rr ~ ,t 5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED 0 ~ w z ~
W ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
' w, ~ I CONSTRUCTION. ~ ~ m N
I o e ' ~ ~ ~x
o ~
Q ~ XISTINO 6° PVC WATER MAIN SPECIAL SEEDING NOTE o ~
t K,S. SLRDE THE CONTRACTOR SHALL PROVIDE. A GROUNDCOVER SUFFICIENT ~ ~ o
o~° I r` ' ~ DB 139 PG 1 ~ TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER ~ ~ ~ o
t 1 5 h ~ s. `~~s ' ti~~• ROUTE 2" SEWER FORCE ~ o ~ " INSTALL (3) 11 1/4' ELBOWS & r•,-
~s,, ` MAINS BELOW NEW 6 PVC ~ 3 THRUST BLOCKS, DO NOT BEND RDUTE (7) 2 SEWER FORCE ~ OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING ~ 'a ~
~ ~ ~ XISTlNG SHED ~ WATER MAIN. PROVIDE 24 ~ PIPE BEYOND MANUFACTURER'S MAINS BELOW NEW 6" PVC ~ COMPLETION OF ANY PHASE OE GRADING: AND A PERMANENT ~ o ~ ~
REMAIN MIN. VERTICAL SEPARATION RECOMMENDATIONS WATER MAIN. PROVIDE 24" GROUNDCOVER FOR ALL DISTURBED AREAS WITIiIN THE SHORTER OF ~ - m~
r ~ MIN. VERTICAL SEPARATION ~ ~1) 6" TEE ~ ~ + „ ~ 0 1) 6 vALVE 1~ WORIf LNG DAYS OR 9O CALENDAR DAYS FOLLOWING COMPLETION ~ ~ o ~
~ 2 PVC FORCE MAIN NEW 6 PVC WATER MAIN 1 THRUST BLOCK ' ~ . 36' MIN. BURY ~ ~ ) OF CONSTRUCTION 4R DEVELOPMENT. ~
'P= per, ~ . ~ (TYPICAL OF 7 N 36 MINIMUM BURY r~
~ 1 ) $771'43° I , ~ ,hh~` }54.44' iotoi
NORMAL WATER LEVE1 + ti ~ ~ 1500 CAL PUMP TANK ° MOTE:
W I + 1500 CAl 17C TANK a ~ _ , _ a ALL FILL MATERIAL f~EEDED TO COMPLETE
H6j. ~~8 , ~ + > ° ~ xISTING HYDRANT i 0~~9 a
~v 4"PVC `>TWER SERNCE (1) 6" 90' ELBOW THE PROJECT I~OT GE(~ERATED FROM ON SITE
° " ° ° a ~ a ° 8703' 6 W a (1) 6 VALVE ExISTiNG RIW RAP ~ * a a "a^"' - (1) THRUST BLOCK
TO REMAIN ° a 99.49 4 . s ~ Q ° GRADIf~G ACTIVITIES SNAIL BE OBTAINED FROM
? ° A PROPERLY PERMITTED BORROW PIT FACILITY
e~ ~ + ° ° ° a° UTILITY ORE ° F "
a ° ' c JIM s M M 657}'06" W a ~ JIMMY WATSON
}0.26 0 4 + DB 4 s. " DB 418, PG 116 LEGEND
ss~ N 6 PVC WATER Af ° N SILT FENCE C
~ + a 36' MIN MUM BURY 85'5023"W + i'5023"W S85'5023"W -ooo- C7
~ W s 'L ~s• o I Q 12.90'
~ ~ t ~ a
INFIL1RAiCON BASIN ~ ° EXIS kNG R ADSIDE SWALE t t It ~r t TO MAIN ~ ~a ~ o , OUTLET PROTECTION D
~ a w 1 t 4 ~ ` _
EXISTING BULKHEAD t t ° t 1 0
TO REMAIN t 1 ~ 4 a ~ _ 1 ~ ~ K~sTiNG BOAT RAMP ~ OUTLET PROTECTION E
t ° ° ~ O t ~r t.: e ~ t TO REMAIN C7
t OU 6" PV 1~F MAIN
~ a 4 ° ELO STORM ~ IN. PROVIDE NORMAL WATER LEVEL t ° a ~ "
4 N VERTICA SEPAR TION. Z ` t t~ ° ° Q t .o p. INfIL1RAilON BASIN ~2 46 ®CNECK DAM F
N ° C7
t O SEPOD TANK & PUMP NK a ° t U~ ~ ~
~ ~ TYPIC OF' I a a C8 A t ° t ± 45 INLET PROTECTION G ~ Q ~
f t tJ~ - ~ N87°19'3,6 E t t f~ ~ C7 ~
~ t 60.00 a t t _o t t t as
tl ' ~ ~ ~ VALVE & VALUE BOX A ~ O ~
~ o t NEW 6' 4~D ELUSH WOOD ° ~ q t ~ ~ ~ WETLAND LIE 1 43 C8 ~ C ~
~ 1~ ~ WALKWAY a ° fn _CS d NORMAL WATER LEVEE ~ ~
~ ~ ~ ~ ..."~,,,7s' ENO-OF LINE B ° ~ 2" CLEANOUT g 0 ~ ~
a2 ~ C8 Q
J W t~ ° t ~ 1 L ~ ~ ~ _ 4 t d
w ~ r+~ i l1.. a t ~ Q ~ t ~ a ~ N
Q~ y N 4}'53'36 ~ ^ ~ t 6.43 " -•.~,..r,,.~ RIPP~~LR•• ~ i 4i ~ ~ THRUST BLOCK C ~ ~ ~
SO NEON. ~ O ' cs ~ I ~
EXISTING BULKHEAD "`r*w+"""'~"~ ~ ~ N. ~ N'1 ` t 'Z, TO REMAIN ti o~ 40 ~ ~ ~
r~ ~ ~ t V~ ~ o ~ ~ W ~ Q ~ 1" WATER SERVICE D W ~
ER o NEW 6' Y~DE FLUSH WOOD- `L q.Sp ~,US4 R~RRIPN ~ t ~ WALKW ~ ~DE FLUSH WOOD 39 ~ a^ C8 E-+ C] M
~ ~ ~ U
' N(X2MAL WATER LEVE ~ a, ~ ~ NOTES:
3a ~ J , , ~ 1. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION. 0.. ~ ~
WETLAND NE ~ 0. t ~ ~
~ ~ s ~ ~ 2.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE~L~, 37 ~ ~ Q WITH THE PROJECT VEGETATION PLAN, SEE
n,~ %e"~"W~~...~: XISTING.C(R9~R SLAB '
y y ~ TO REtdNN° w ~ ~ DETAIL H, SHEET C7.
t EXISTING BULKHEAD 3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION.
TO REMNN LiNEATED LAMA LINE y . y ,`~'"a.~...e.•.r.....r--•••°-•'
NOR EW 6' W9DE (LUSH WOOD ATER LEVE a~ .r~ " ~ WALKWAY XISTING BULKHEAD Q
TO REkdNN
S
ro a ~~,~8'36' ree .~A. E
CL A SSI FI
ED SA fin/ H Q V V N NORMAL WATER LEVEL s~o~' 113.20 SW
~r~o~r~ z2~b+~~
EXISTING DOCK EXISTING BULKHEAD NORMAL WATER LEVEL A SITE UTILITY PLAN TO REMAIN TO REMAIN
SCALE: 1"=30' C4 C4
I
36 c Z.
2
35 06015
r

1 RELEASE FOR PERMITS JKA 4/24/06
2 NCDENR COMMENTS JKA 5/2606 ~~~~~rruii!tu~~~~~,~ ~ CARO 4~
3 CAMA COMMENTS JKA 8/22/06 • ''8S•ja•+,,y~~r
4 CAMA COMMENTS JKA 11~27~06 .a
N~, DESCRIPTION BY ?~qTE 1 39'
~y v°~. ~v~IN`C~~'
~,~V1SlOZ1S ~ 'P,rp~ ~ ~'a~j0
°I,~ r~u~i~t
t 1
a ~
SEQUENCE DF OPERATION_ ~ Q
1. SECURE PROJECT PERMITS, ~ p ~ ~ ~
L BY A D LIN R T~ R~ iT t~ N~ 2. CONDUCT PRE-CONSTRUCTION CONFERENCE. O ~
3. INSTALL GRAVEL CONTROL ENTRANCE. O ~ ~
4. INSTALL SILT FENCING. ~ ~
5. INSTALL STORMWATER INFI~.TRATION BASINS TO P,CT AS SEDIMENT BASIN ~ ~ ~ Q
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE iMPRDVEMENTS ~ W ~ ~ , ,
8. SEED AND MULCH ALL DISTURBED AREAS~ESTABLISN PERMANENT VEGETATION w-, ~ ~ r~
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION. ~ ~ ~ ~ f~U(-~~~
L'`' E 3,4 32
3.2 .88' 3,9 1.5 t ~,l / ~ rye ' ~ 2.8 / 9.580 Acres 3.9 MAINTENANCE PLAN: ~ ~ ~ ~ ~
t~ 'u NG RESID E 3,3 1, ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
~ 1.4 ~ ~ / w 3,3 3,8 3,9 ~ a tt~ I / 9' BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO
~ -'"7 V / 1,2 / ~ ~ CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
6 2s z,7 XISTING GRAVEL DRIVE h t 3• REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL ~i
/ 3.13,1 / 1 3 r, DEVICES IN THE OPERATING CONDITIONS INTENDED.
-~~ETH & REBR TILLER ~ 3.3,0 , KE 5 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED a'" ~ ~ o
£~1 PG ~U~ 1,4 j 1,7 ~ 2,8 ~ a 4,1 dB X23 2.9 AS NECESSARY AND MULCHED ACCORDING TO co ~
CRAW fF 3,7 3•e ~ ~ 4.2 w XISTIN OADSI SW E / ~~a 2,9 1 s~3 3.6 a,5 ~ " R AfN SPECIFICATIONS IN THE VEGETATION PLAN iN ORDER TO ~ ~ ~ I
i~ ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE ~ U ~
2.8 87 3.1 ~ r i ~ .a a F. 1,2 / 2. ~ ; r~ / ~ S 8853'48D W
"3 ~tia' 89 '0 , - 154.28' 3 ~ ~ k J 3 h ~ _ s3 , COVER. ~ ~ C°
~ / 2, 3,8 ~ n 3, ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ W z ~
o / 6 o ~ ^ \ ROAD SHALL BE REMOVED ON A DAILY BASIS. ~ N
/ _ 4A 3, ' V 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING ~ ~
2,7 / c~ & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO ~ v ~ x
A DEPTH OF ONE FOOT. ~ ~ ~ ~ z ~
/ ~ W 5 THE STORMWATER INFILTRATION BASIN SHALL B~ CLEANED 0
i ~ Q ~ ~ 2,3 ~ 3. ~,1 3,s XISTING 6° PVC WATER MAIN ANY ACCUMULATED SEDIMENT UPON THE COMPLETION DF ~ ~
a, 2 K.S. SLRDE 1 k r CONSTRUCTION. ~ ~ o
~ . ` DB 139 PG 51 W~~'I
/ 3 ~ ~ ~
SPECIAL SEEDING NOTE: U~ ~ o ~
~ ors a.s l.e ~ ~ " ~ 1, w R ~I~ll. ~ D111~1ED BY g13~NG THE CONTRACTOR SHALL PROVIDE A GROUNDCOUER SUFFICIENT ' ~ N
~ ~ XISTING SHED
~ LB 2,6 ? ~ ~t,2 0 ~ TQ ~ 1H~Ul1~I TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER ~ ~
l N OF 15 WDRKfNC DAYS OR 3O CALENDAR DAYS FOLLOWING ~ COMPLETION OF ANY PHASE OF ORADINO: AND A PERMANENT ~
~o~ oo• 6.0 154.44' Tofal ~ c> GROUNDCOUER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
© ~ 2 i ti SEE EN 4 15 WORK{NG DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
NORMAL WATER LEVE1. ~ ~,s UC ~ ~ OR(~ WL~i a ~ `v •9, •a ° RN = 5 XISTNG HYDRANT OF CONSTRUCTION OR DEVELOPMENT.
ry 1, ~ a 3.2 5.5 ~ ~ 5.7 i ~ S B s~. pis . ~ z, ~ ~ ~~"-5.5 GRAVEI C~JiROI ENiRAN{~
p~. s ~ ° ~ a 5.5 • ~ ~ ~ .9 ~ aT ST
V - ~ C6 ~ a a /r A,, 6 Nd(~ 81u~LE NOTE:
ti ~ ' ~ a ° ~ ~ 5a iOLf 12' R `t 6 99.49 5,T RI = 6.Q EXiS11NG RIP RAC' ~ ~ ~ . a5 ~ W T = 2.2' ~ ~ / ALL_ FI[_L MATERIAL NEEDED TO COMPETE ~
TO REMAIN ' Rte, ~ ~ ~ ~ i ~ ~ a 29t
5 ~ ~ 5.5 3.8 IN ~ I v JIN1i~Y JIMMY WAT ~ ~ THE PRaJECT NOT GENERATED FROM ON SITE
4 a ~ D nn ti~ ` ~ 5.8 1 L) ~r~ ~ B 418 PG~116
N X3'66"' W ~ 1 10.2& % 1 1 . .6 ~ ~rDar~ie¢ ~s 5.$ 5. i 5.8 5.8 ~ GRADING ACTIVITIES SNAIL Bt OBTAINED FROM
s ,9 ~~`~~li ,8 i~Ndwrisei2~ ~ r, ~o' 3"w~ ~ s85~~o~~~ A PROPERLY PERMITTED BORRa~>~ PIT FACILITY
s~ ~ ~ ` ii ~ ~ 4 PROND 24" LOWA L 850 3 W ( ~ 1 ` ° Q Q •8 ~ / FILL & 2' SF 5A A '
/ ~ i .8 a / 3 w PATCH .3 ~ . ~ / ~ CUT & I RIU = 5. a~ ~ l2.9
/ sc ~ ~ ~ i 5:6 p i/ ~ ~ , ~ ~ I IN4ERT = 4,D' 70 8R9N s' 1 A BOi~I ~~1NN = J.$ ! ~ ~ w u . ~ ~AdT~Tfpl=3~g , ~ ~ ~ ~ o I O R A SIDE SWALE IPIVBt1=25 B1P C6 s o LEGENa a
`S \ ~ iEYP POOI E1fVd110N = ~U ! ~ ~ v X ~ i $T v _ ~ ,i~' 9 i ~ , a~ ~ r~~T~~-+~~ i/ t ~ To AfN / ~ SILT FENCE C
-4 5.8 ~ a vs~ = a,ni o~ ~ r ~ X' ' ~ , , / ~ / - s~~: y~ c1
EXISTING BUL HE ~ I f, / ! 1 . - ~ ~ s; , . , y 3 r > ~ SiINO BOAT RAMP ~ ~ ~ TO REMAIN
TO EMAIN ~ a a .(Y / / ~ .3 IN yr`y ~ v ~.v ' y ~ - \ u ~ ~ ~ ~ ~ ~ ~ OUTLET PROTECTION D
i / % / / 2,e a 3, ~--5 2 1 C7
2a ~ 4a 5.1 i~ 3 ~ ~ a 4 z,7 46
NORMAL W TER LEVEL ~ ~ 8 a i ~ a s ~ 3 18" RI RAP 0 Fil R ~e ~ ®OUTLET PROTECTION ECG ~ ~
~ i ~ Fl W SPREN7ER SEE FABR( TO TO OF S ~iLil>Rgi>CH &4~k cn 2 BOTf01i EIfUAt101! ~ ~ ~ / N 5.7 a D ~ AIL 3 SHEET C5 ~ 1 .3 N Pl1F~ AT BUTff~ = H42 SF i
J w / ~ a ~ 1QIP POW. 8E4gT = S.D~ ~ ~ i 1// a ETATED BUF R ~ RCP 1 3,81NV - f : ~ ~ 1 ( t~a>~ - ~ r 45 ~ ~ Fi
i .e (~D EW ~ ENLAR 11 T ~ ~ ~ CHECK DAM F ~ ~
5 .8 9'6E 1 12'CP&1 /
~I 44 ~ O7 ~ ~ ~ ~
~ W 6 WID FLUSH WOOD a .4 ` 'T 3. ' ~ , ~ i + ' 43 INLET PROTECTION G Q p..., a,'~ NDRMRL WATER LEVEL C7 ~ ~
/ C~ ~ o i .a / , ~ ~ WETLAND LI a . w a oi~ ~ / ~ r 1, WALKWAY ,8 a 5,4 5 ~ 2.s ~ ~ 3, / GftAVEL C 1ROl ENiRRN 1 b 5, Si ' ` ~ ~ ~ Z
42 ~
i / ~ 6.D s / y 3,1 VALVE & VALUE BOX A ~ ~ ~
/ ~ ~ ~ ~ .B ~ ~ 1 ~ ° PVC R44F A ER / .8 ~ a i 6 4 / ~ ~ / / 7SCAGAAfC ~ C8 ~ O
p ~ . , FROM NEW D OUSE ` . 5 / ~f
~ N 41'53'38" ~ 6 ~ o / C~ ~ ~ 2'~ CLEANOUT B ~ ~ ~
6.43' R PR 9D v ,i o w ~ ~ C8 C''O ~
EXISTING BULKHEAD w e,a ~ ~ /j ~ / ~ - NEW 6 4W FLUSH WOOD-~ ~ ELUSN WoDD z ~ ~ W r-+
.~-y TO REMAIN ~q a~' ~i~L ~ , a r , / ~ ~ WALKWAY~EE DETAIL D& E, 3.3 0 r 1 SHEET C SEE DEi~IL D& E, ~ ~ ~ ~
:`,ice<: Ili- / / ~ 39 ~ ~ ~ THRUST BLOCK C ~ ~
r <t'~ , TIE 4,1 % ~ C8 Q ~ s ~ ~ ~ ~
NORfdAL WATER IEVE ,a ~ ~ ~ / '~J ~ 1" WATER SERVICE D
~ / WETLAND E ~ / / ~ ~ ~ i / .0 ~ C8
3l
_ y W l,r ,q y XiSTING~COIPBR SLAB ' / / ` e NOTES:
T'0 REMAIN ~ ~ ~ 1, SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION,
EXISTING BULKHEAD ~ y ! o ~ 2.REUEGETATE ALL DISTURBED AREAS IN ACCORDANCE
0 TO EMAIN DELINEAIE~htA LN ~ W 4,4 R s~~ EW 6' N1DE FLUSH WQOD ~
NORMAL WATER LE>~E WALKWAY ~s~NC BuLKNEnD ~ WITH THE PROJECT VEGETATION PLAN, SEE
~O: F 3, To REfdA~N ~ DETAIL H, SHEET C7. s, 3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION.
5 s _
v NB~B36E==~ ~ " ro a r ~
ee 31.18"
C~ASS~ ORMAL WATER LEVEL seas'-,~" ?13.20 rl ED SA H W ~ F Q NSW ~~ff ~ NEW 90 LF ~NYL BUIJ(HEAD
~'~'~i
EXISTING DOCK u t, J)Httl Uld MlINc dULKHt-AU-' NORMAL WATER IEVEtJ UN i
TO REMAIN TO
GRADING PLAN REMAIN (;P~Sl~E
SC LE: 1"-30'
32
2
31 06015

~ 15 calla AEG EIMi1 N N RoaF 1 RELEASE FOR PERMITS JKA 4/24/06
GUTTERS SHALE BE PROVIDED ON THE 2 CAMA COMMENTS JKA 8/2206 o~,ti~u+t~u~rh~~~~
N NEW DOCKHO USE FACILITY WHICH SHALL DIRECT 3 CAMA COMMENTS JKA 11/27/06 ~ ~S~o ,
ALL ROOF RUNOFF INTO THE RIP RAP FLOW
~ SPREADING DEVICE. SEE SHEET C3 LIMBS OF LONE 2 RIPARIAN BUFFER N0. DESCRIPTION BY DATE :a Yy~ - S L
~
FFE=27.25 THIRD FLOOR R~V1S1011S ~ 1 ~ JOR v'~~ ~•~,.g
iOiAl IMPACiS LAMA AEC =1,766 SF p~/Oy Q"A~4V,~~
EIMIiS OF ZONE 1 RIPARIAN BUFFER ~ ~~~1+ tumtv~~~
NEW DOCKHOUSE FFE=16.00 SECOND FLOOR _OOR SEQUENCE OF OPERATION ~
EDGE OF OVERHANG OF NE's FFE=8.0' • EXISTING CONCRETE 1. SECURE PROJECT PERMITS.
DOCKHOUSE SiRUCiIJRE iOiAE fMPACiS ZONE 2 =133 SF TOP SLAB=3.90 SLAB (TO REMAIN} FFE-6,0 CONC. DRIVE INVERTED 2. CONDUCT PRE-CONSTRUCTION CONFERENCE.
D FIRST FLOOR EDGE OF EXISTING CONGREiE SLAB ~ . ~ ~ - ~ = - ~ - ~ =~IIi:~-II1==1ii {II VIII II1=1I1~=111=1''i -III ~I)1=1II~-~IIi-~I1W~:_,- ;~LI_II1_~II_iII_III-.III_l,ll_III_!II_ III, I~I~III lOR CONC. ROAD
iO REMaIN --III 1 I L, ,:.I I i- + i l i ,-i I I L!I I--~11' ' , I, ~ ! 1 -I I I~: ~ -I 11,.=111;= ' ~ `~-I l 1--._ ~ ~'-i I I- T i I_I I i,I I_IL I I_-I ~ 1=-11 I _I I ~ -I I I ~ II_ lII~ t11=111-~I1i-==(II-- 3. INSTALL GRAVEL CONTROL ENTRANCE. ~==111;;;111---~~ ~=ill <<;11,1=I'~-_IJ1==ill- • ~°.°>e 4. INSTALL SILT FENCING. ~
GRADE 5. INSTALL STORMWATER (NFiLTRATiON BASINS TO ACT AS SEDIMENT BASIN O Q ~
iOiaL IMPACTS BONE 1=1,033 SF 6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS. ~ W. ~
7. INSTALL SITE IMPROVEMENTS ~ E-~
N 8. SEED AND MULCN ALL DISTURBED AREAS~ESTABLISH PERMANENT VEGETATION ~ ~ ~
PLAN VIEW ~ NEW ~ N CROSS SECTION THROUGH DOCKHOUSE 3 N CROSS SECTION OF RESIDENC! OF RESIDENCE /ROAD THROUGH UNIT 8 9. RESEED AS NECESSARY TO ESTABLISH VEGETATiON•
1 DOCKHOUSE ON EXISTING SLAB CZ C~ SHALE: 1 =~0
,i C2 C2 SCALE: 1 -20 C2 C2 SCALE: 1 =30 MAINTENANCE PLAN: ~ ~ ~1
1. ALL EROSION AND SEDIMENTATfON CONTROL DEVICES SHALL ~ W ~ ~
t 5a e BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ~ ~ ~ W
~ .88 ~ i EVERY RUNOFF-PRODUCING RAINFALL EVENT AND iN NO ~ U ~ ~ ~
1.580 Acres ~ Xls ~ ~ iING RESiD E CASE LESS THAN ONCE EVERY WEEK• ANY NEEDED p~, ~ Q Q
i ~ t ~ , e REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
~ DEVICES IN THE OPERATING CONDITIONS INTENDED.
r"~" ~ ~ o 2. ALL AREAS t~LL BE SEEDED, FERTILIZED, AND RESEEDED
~b ~ ~ ~ V XISTING GRAVEL DRIVE AS NECESSARY AND MULCHED ACCORD)NG TO
KENNETH & REBA TI~~ER ~ SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO o
i ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
DB ~ t 223 PG 402 COVER.
CRAW}. Ff ~ 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ ~ ~ o
X1S11N DADSlDE SWA ROAD SHALL BE REMOVED ON A DAILY BASIS. ~
t~ ~ a ? 0 R NN i 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SlCT FENCING " N C0
5~ S 8853'43" W _ 9~ - ' 154. & CHECK DAMS, WHEN THE SEDIMENT ACCUMULATES TO ~ U r>7
0~ i ~ 28 I -~7 ~ o ~ R DEPTH OF ONE FOOT. ~ z ~
~ v 5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED O
ANY ACCUMULATED SEDIMENT UPON THE COVIPLETlON OF ~ ~ ~ ~
t _ ~ ~ ~ CONSTRUCTION. ~ ~ m;~,
o I ~
w o v ~x
~~W~
m Q.. " ~ t ~ K.S. SLADE XISTING 6 PVC WATER MAIN SPECIAL SEEDING NOTE ~ z
o~fll 1 ~ t THE CONTRACTOR SHALL PROVIDE A GROUNOCOVER SUFFICIENT ~
2 2 ~ DB 139 PG 51 ~ y rr~o ?sue ~ ti~8. TO RESTRAIN EROSION ON EKPOSED SLOPES WITHIN THE SHORTE ~ w ~ °
i ~s OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING R ~ ~ ~ o
~ o Q c COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT ~
~ ~ XISTING SHED ` c",, ~ / ~ ~ ( ~x~
/ 2 ? ; GROUNOCOVER FOR ALL DISTURBED AREAS WITHIN THE SNORTER flF ~ ~ P-q CO N
` 0 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION ~ ~ o ~
~i i Q oa ~i9, ` n OF CONSTRUCTION OR DEVELOPMENT. ~
N 87'?7'43" E ~ ~ e , yak ' I
NORMAL WATER LEVEL ~ 0,h 51i 5R 154.44' Total ~ NOTE:
~ N 15R x ~ ~ . w
y A ~a~ ~ e ° c~ ~ ~~p6j89~ ? 55 ~ o N XlS11NG HY~TANT a a _ .~r F AEE FILE ~ATERiAL NEEDED TO CO~PEETE
~ ~ ~ ~ ° ° N8533b3
s ~ e a 15'R " 13124' ° a ° THE PROJECT NOT GENERATED FROI`~ ON SITE
~ \ \ a a EXISTING RIP RAP ~ a, . ~7 ~ ° ~ ' BT?3' 6 W ° TO REMAIN ~ ~ ~ 5~ 3R 9.49 ,1 GRADING ACTIVITIES SNAE~ BE OBTAINED FROM
ee a. a
A PROPERLY PERMITTED BORRODU PIT FACIEITY
4 •y.. N 65 21'06' W ~ 5>Z ° a JIM JIMMY WRTSON ~
10.26 ~ ~ 24 TYP Q \ DB
~S ~ ~ ~ 0 ~ ~ / / DB 418, PG 116 LEGEND
_ SILT FENCE C
/ r ~ 855023 W ~ ~s U . w , 9550'23NW S85'S0'23uW ~ C7
ti s• i ~ ~ /i ~S• ~ ~ ~ / N I
~ d ~ ~ ~ w 1 INFIEiRA110N BASIN ~1 / r ~ ~ XIS LNG R AosIDE sWALE t Q © X2.94' i + ~ • ~ o OUTLET PROTECTION D
~ 5R Q / / ~ ~ o t ~ ~ / / / ~ / N TO MAIN 1 tq (1 I q ,~~1t C7
~ EXISTING BULKHEAD ~ y ~ 50~ i ~ , ~ ~ ~ a.' r, r~.{ J / / ~ i / a ~ r, y~,{ ~
, ~oy~ ~ / ~ ~ ~ t t0 REMAIN t ~ ~~'~4 - ~ ~ ~ ~ Y " ~ ~ ~ i ~ ~
~ a ;h ~ ~ ~ ~ OUTLET PROTECTION E ~?~<y~ IS11NG BOAT RAMP
a ~ / 1 t5'R ' - / ~ c~ ~ ~ ~ TO REMAIN ® C7
1 A ~ 4 ~ ~ ~ O NORMAL WATER LEVEL 4 ~
z ~ ~ 4 n ~ /C1 CHECK DAM F
N 1 INFILiRaiION BASIN 2 46 ~J C7 ~
N c~ ~ ~ / w 1 ° }5'R n
/ ` ~ ~ ~ ~ ~ 4. - N t 'rye ~ ' ° ~ _ ~ 4g ~ INLET PROTECTION G ~ Q
Y 4 t
y '~11 ~ 79 3fi E 15'R t t I ~ C7 ~ ~
~ / r `n ~ ~ / 44~+ ~
= , t / 5R ~ 1 VALVE & VALVE BOX A ~ U
~ s ~ N ~ ~ WETLAND LINE ~ EW 6 WID FLUSH WGOD a ~ Q t 1~ ~ WALKWAY ° ° 5R ~ 43 C8 Q O ~ W
r ~ N t;~ NORMAL MATER LEVEL
2° CLEANOLIT B ~ a O ~°'i
W / ~ ' ; . ~ W ._,.,,,,,•r ~ / / , 42 ~ C$ ~ ~ ~ M.,/
~ ~ y N 415336 o f~` t ~ 41 ~ ~ THRllST BLOCK C ~ 0 ~
~ ~ --r- ~ rtfp ~ ~ t 6.43' ~t1m1 o i~ ~1.-.. ~ Yd~OUICU~rr ~ i
w,/ = ~ EXISTING BULKHEAD W "'-~•...,,,,,,,...rr ,~r•~+"' i ~ ~ , ; , Q ~ ~ C8 ~ I
TO REMAIN ~ a n ~ ~ % ~ / i /%r-' ' t h / ~ r ~ ~ NEW 6' Wi FLUSH WOOD-- ~o ~ ~ ~ ~
_ / WALKWAYfEE DETAIL D& E U, a , / Y / 2.56 RIPP~~ ~ i SHEET C ~ ~ 1 WATER SERVICE C ~ w iY~EE OETAILVD&DE, ~ ~ ~ ~ ~
~I~ ~ NORMAL WA1ER LEVEL ~ ~1 S ~ ~ ~ a t r~ 3g ~ ~ C8 ~ a ~ H ~ NOTES: ~ ~ ~ ~
~ . ~
WETLAND NE i~ e % ~ Sy Q 3a ~ ~ 1. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTfON. ~
r ~ 2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
Nee3s3~•w / ~ t~ ~a ~ wrr®+r~rr 37 ,~.1 Q WITH THE PROJECT VEGETATION PLAN, SEE
~ic^"y~,~, ~ XISTiNG~CORBR SLOB ~ / - . y y w T'0 REi~AINy ~ ti~ ~ DETAIL H, SNEET C7.
y y y W j J ~r~y- ~ 3. SEE DETAIL E, SHEET CS FOR TYPICAL TREPJCH SECTfON.
EXISTiNG BULKHEAD y y / . ~ t TO REMAIN DELINEATED CAA ~ ~
M UNE s~ y y r 1rrr~~--r,r+-rr.rr•
NORMAL WATER LEVEL ~~s, W EW 6 WIDE FLUSH W000 WALKWAY y XISIING BULKHEAD
--r , TO REMAIN
s
o a /y' P 1 ,T . NB4'S8'J6°E " P'
~ 31.18' l ED SA HQW N
~ S V V ORMAL WATER LEVEL. st4` 11 x.20 NEW 90 LF WN1'L BULKHEAD 11GS~'~'~'
rrr nr~,~~ ne. r n~~r~r n.n _
l Li a LM ING HHLKHEAUJ NORMAL WATER LEVEL-/ A EXISTING DOCK ua t, ~Ntr
SITE LAYOUT PLAN TO REMAIN it TO REMAIN
~UC2 SCALE: 1 =34, 1
32
2
31
06015

5 5 5 5 5 1 RELEASE FOR PERMITS JKA 4/24/06 - ~ ~~Ililll?/0
EXISTING GRADE NORMAL WATE LEVEL FINISH GRADE EXISTING GRADE NORMAL WATE LEVEL FINISH IEL FINISH GRA E 6 WIDE FLUSH WOOD WALKWAY 2 CAMA OOMMENTS JKA 8/22/06 ~ Ca p~~~i~ '
4 4 4 ~ 4 4 WHERE INDICATED ON PLAN ~"t"••~~ 3 CAMA COMMENTS JKA 11/7/06 ~ ~"°,~9.
NEW WOOD BULKHEAD
--f- r--- 3 3 3 3 3 I,.._~ _ 3 ND. DESCRIPTION ~Y DATE ~ Ear. - 15738
WATER LEVEL ___I ~_:_:I I=- i [ I_-=1 ORMAL _ ~ . ; ~ ; i _ I I ; _ _ 2 2 - _ , j Revisions = ~ ,,,,p ~
2 2 i I .m ~ I ~ } _ ~ r_ I i _ I I , ~ , I ~ 6 IDE FLUSH WOOD FLUSH WOOD WA KWAY WHALER ' I` ~~I~~~~I ~ ' II,`:i :,~p•. GhN``~'~~g
_ I ~ -
f v I ~ ~ I ~ i _ l i~~ I I. ??111111U~~1 ~
0 d - - - a a - G 0 ~il~ ~ ii, ~I,~. NOTE: ~?~7
~ ~ ~ I~r~ a, ~ ' ------EXISTING BULKHEAD NE VINYL SHEET PIL EXISTING BULKHEAD ~ ~ , < ~ ~ Rl ~f_~ ~1~ _I _ _ ~~YL SHEET PILING I ~ ~ '~i i ~ , , ~li~- - r c ~ c _1 i~ ~ li ,I i II iIi BULKNEr~~D SYSTEM SHOWN L, FOR ' `'~I;_
-1 -1 -1 ~,n ~ ~,,,=r- - -1 -1 TO BE REMOVED ~tiORI~~,~ I,~,~1LR ~r~L~ r.~,I,~~P~ I-Y.~ TO BE REMOVED ~'~_I,I' "L._ir~ ;il~~~ ' PURPOSED ONLY. THE FINAL DESIGN OF
EXISTING BASIN _2 _2 _2 _ _ _2 ~ ~ ll il~ ~i! ~
TO BE FILLED BULKHEAC SYSTEM SHALL BE BY OT~IERS. Iii ~ I
- - - - - -3 -3 - _3 - 3 3 _3 ~ _ ~'~~DEADMAN PILE
EXISTIN BOTTOM TOM _4 ~ TIE BACK ROD O ~ ~ ~ ~
- - - -4 _4 4 4
Q ~ _6 NEW WOOD OR t'INYL BULKHEADING-SEE PLAN p ~ ~ ~ f
_5 _5 _5 -5 _5 -
EXISTING B TTOM EXISTING B TTOM _G -6 -G
E ENl_FRGED CROSS SECTION OF BULKHEAD WALKWAY ~ ~ 1+00 ~ 1=x-1 Q
Q~-50 1+00 ~+50 2+00 0+00 0~-50 1t-DO 1+50 2+DO 0+00 0+50 o+oO C2 C2 NOT TO SCALE U
C - f TING COND{TIONS D SECTION THROUGH V1NYl- BI IUGf-1_ U1N,Yl_ BULKHEAD NEAR DOCKHOUSE ~ ~ ~ ~
B SECTION Tf»~lROUGH INLAND BASIN~-EXISTING CONDITIONS SECTION THROUGH_ INLAND BASIN_E,~ S - - - ~ - ' - ~ SCALE: HORIZONTAL-1"-30' ONTAL-1 -30 SEQl1ENCE 0~ OPERI~TION: C ~ ~ W ~ {
SCALE: HORIZONTAL-1 =30 C2 G2 SCALE. HORIZONTAL 1-30 C2 C2 , C2 C2 ~ - VERTICAL - 1 =3
VERTICAL - 1 -3 VERTICAL - 1 -3 , , 58 e ~ 1. SECURE PROJECT PERMITS. ~ ~ ~ ~ ~
~.~~~~'s / 3,2 .88' 3,4 3,2 r;' ~.i 2. CONDUCT PRE-CONSTRUCTION CONFEREPdCE.
1.58Q Acres 3.9 3. INSTALL GRAVEL CONTROL ENTRANCE.
f'w,r~r 1~ TING REST E 3,3 I 4. INSTALL SILT FENCING.
1,4 k,,,`ss ~ ~ r / J 3,3 I r 3.8 3,9 n y~~:~,u~' V g, 5. INSTALL STORP~WATER 1NFILTRA?ION OASIP~S TO ACT AS SEDIMENT BASIN
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
o i . c:. / ~ ~ ~1 r~ z 7. INSTALL SITE IMPROVEMENTS ~ ~
~ ~ z3 z,~ kISiTNG GRAVEL DRIVE y a ~ r~,;~ / 3.131 8. SEED AND MULCH ALL DISTURBED AREAS~ESTABE #SH PERP~ANENT UEGETA~lON ~
KErJP~ETN & REBA T11_~ER 33.0 9. RESEED AS NECESSARY TO ESTABLISH VEGETATION. ~
j~ D n 'L^~k' r ~p 4.2 ~
UU X23 4U~ 1.4 ; 1,7 ; 2.a - I ~ r 2,9 3,s 4,1 ~ ~ r 3,? 4.z ~ KI5TIN OADSI iSW E MAINTENANCE FLAN, ~ ~
~.,t ~ .9 33'3 ~ 3.b {3,5 1. ALL EROSION AND SEDIMENT"iTiON CONTROL DE'1!CES SHALL ~ I c_~ ~
/ 2~ 2,8 r 2.7 ~ 31 ~ ~ ~o- (4 - D `tea 1.2 / 2, ~~'i I ~ $ 88~3'4~ BE CHECKED FOR STABILITY APdD OPERATION FOI.I.O~VING ~ ~
\"1 ~~2.9 ~ .o W 154.28' ~5 ~ EVERY RUNOFF-PRODUCING RAINFALL EVENT AND 1N NO ~ ~
.~`7 ~ „_,.~.I~M~'.~.,...,__ 'iP ~J, ill ~g / , / 2~~ 63,7 36 CASE LESS THAN ONCE EVERY WEEK. ANY NEEDFCt ~ ~
/ ~ _ / ~ ~y REPAIRS WILL BE MADE IMMEDIATELY TO P~AINTAIN ~1LI_ ~ ~
JOE & f(EVfN AVOLfS ~ 3.a :2, ~ DEVICES IN THE OPERATING CONDITIONS INTENDECr.
2J r"-,, `yyn ~7~ ~ ~ ~x 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND R'i:SFEPiED ~ ~
/ ~ / ; w AS NECESSARY AND P~U[.CI~1ED ACCORDING TO o
w z.3 3, ~,1 3,a ~ I -EXfSTING 6° PVC WATER MAIN SPECIFICATIONS iN THE VEGETATION PLAN IN OROLR TO ~ ~
o.~ ti ~.S. SHADE ESTABLISf'I AND MAINTAIN A U~IGOROl1S, DENSE VEGETATIVE c
i r- r~ tip I COVER. ~L' ~
, , ~ \ DB 139 ~G 51 3, ANY SEDIMENT TRACKED ONTO THE ADJACENT PI_It3i4C ~ ~
' % rr 51 ' ~ ROAD SHALL BE REMOVED OC`J A DAILY BASIS. ~ ~
`~s o.6 l.a ~ ~ ~ o / ~ r r ~ s ~ ~ w I 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING ~ - m ~
1S1TNG SHED r SUNG WOOD 8R ~ ! & CHECK DAMS WHEN THE SEDIP>§EP>!T ACCUMULATES TO ~ ~ ~ ~
/ ? ~ ? 2,6 2. TO BE REIiOVID l,a \ ~ 1,2 y \ A DEPTH OF OPdE FOOT. ~ a.~
o 5 THE STOR~~~NATER INFILTRATION BASif~l SHALL BE C'_EANED 0
2,6 2.5 ? ~ ? Q ANY ACCUMULATED SEDIh~ENT UPON THE COMPLETION OF
Qr ? / lo' G BASd~TO BE F1LtED ~ 3,2 N 811143" E' I CONSTRUCTION.
A , h 511NG BUI \ 154.44' 7ofai ~ 4095 .O9 CRES ^YYC \ d r .
NORMAL WATER BEVEL ~ ~ , ~ 750 CY Fltg~~OTAI BELOW 5 TO ~ REMO
i,~ V NORMAL WATt7i LEVEL ,9 s ~ ~1 °'9 ~ xISTlNG HYDRANT SPECIAL SEEDING NOTE:
~ A E;QSTNG HEM t ~ ~ a2 s,,a ~~,q, ~ ~ r ssg~ TO BE R OVER ~ ~ 3.s
3,4 ~ ~ ~ ~ NG AT RA19'~ THE CONTRACTOR SHALL PRO~'iDE A GROUNDCOVER SUFFICIENT
TO BE OVER ~ ' S 870336 W EXISTING RIP R1~' ~ t ~ 99.49' TO RESTRAIN EROSION ON EYPOSED SLOPES W;TI~IIN T~~E SHORTER
TO REMAIN ~ t ~ / OF 15 WORKING DAYS OR 30 CALENDAR D,~YS FOLLOWING ~
~ / 3 EXISTING STRUCTURE COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT
a t ~ Jf~1~1 NEW 45LF W'ODD BULKHEAD ' ~ ~ o Jf~~~IY WAT UIV ~ GROUNDCOUER FOR ALL DISTURBED AREAS WITHIFI THE SHORTER OF
DB Dg g j 6 ~ 15 WORKING DAYS OR 90 CALEP~DAR DAYS FOLLO~~IING COMPLETION
1a.zs' , - / ~ SUNG BULKHEAD 2.9 ST9JG STRUCTURE Q, 3.3 OE CONSTRUCTION OR DEVELOPMENT,
J', / TO BE REMOVED ~ u ,r To BE REMOVm LUPTON ET AL. 8~ 5a ~ w 5'50 3"W \ S85 50 3"
~ ,2.9 MOTE:
s - DB 251 PG 247 3.1 I ~ ~
I ~ R ~ / t} t t s ~ o k ; ~ ~ KIST G ROADSIDE SW t ~
~ - a .q / ~ ~ ~ TOR AIN ~ ~ I i~ ~ W - ~ ` , t 4~ ° AEE FIFE ~9ATERiAE ESE EDED TO CGP~~~pEETE ~ f------~ ~
~ THE PROJECT f~OT GENERATED EI~'CI~ 0~1 SITE
EXISTING BUL~ ~ v ! ~X' ' t HEt~ `
TO,REMAIN ~ ~ ~ r~.. 3s f ,yam/" ~ ~ x ~ ~ ~ ~ STINGB~ATRAMP GRADING ACTIVITIES .~~-~AEE BE 0~1A1[~ED ERC~I q ~ i0 REMAIN
1 ~ ROPERE'~ PER~U9! T TED BCPPOIi"v' ~?IT EACIEITI' ~ AP
2, ~ E7QS11NG OVERHEAD pp~~yy~~ I k I
z.3 TO BE REMOVED 3.4 x ~ ~ , / 23 ~ i`, / ~T PAMLf C0 CONS( LC NDRMAL W~TER LEVE ~ ~ 2,1 2,7 ~ ~(~~T ~CLC ~ ~ ~ ~
~ ( Z ~ 1n ~ ~ % .i ~ DB 251 PG 247 47 _ ~ ~ ~ ~
I / LEGEND ~ ~
! S ) ~ ! ~ ~ j,\ j~ t ~ ~ 45 SILT FENCE O ~ ~
1 ``4 t ~ / TO BE REMOVED \ ~ , 7; / t B ~ .
as ~ %9"3~"E ~~a t ~ SlIN6 S1RlTG 6Q:Ot} ~ t t ~ C7 ~ Q ty
/ i ~ 'x~~ r u, ~ ~ T BE REMOVED ~ z 3 , t ~ r--- ~ ~ y,, . t
U6 1,6 ` ~ ~ ~ ~ / ' / i OUTLET PROTECTION D ~1 p~
~ W o 1,., .6 '~1tAND LI ~ ~ Q x ~ T1C TANK r§ PIMP ~ T ~ x s~~ ~ ~ 43 ~
~ ~ zs av t~ ~ , , ~ y~ 3.3 2.4 , T TO ~ REMOVED NQRMAI iYATER IEVEI C~ ~
i~ y ~ ~ i ~ 2,6 ~ g~ ~ i 3.4 2,6 1.6 i , ~ , . , . / ~,f f l 42 ~ OUTLET PROTECTION E ~ ~ ~ I ~ C7 ~ C> H
a ~ ~ ,
W ~ ~ ..c AEC ~
w ,aims q ..,r,j ~ ~ f ~ 41 ~..1 ~ I ~
j ~ ~ ~ W N 41'53'36 ~ ~ ~ o { ~ ~ ~ ~ s ~ 6.43 ~ ,a ~ . l CHECK 6kM __.-~F ~ ~ C~
~ ~ , ~ is -as...~ 4z S'lIN/.~A.T EXIStING BllEKP1EAD ~W z,e ti t~~ e'. .~lO BE`f~lO4E4 t ~ 46 ~ ~ ~ ~ ~ ~
'w ate' ~.7 y~~ ti7 A TO REMAIN N. ~ ,~a ~~,ft,a~ ~~,~`J' ~ ~ u~ .d 3`? , t ~ r f~ ~
q°°. ~ ~ ~ t Bl'L 14hR1AN ~n i ~ a ~ ~ - r; ~ i ~ ~ ~ ~ ~ ~ INLET PROTECTION G ~ ~
~ .D r i
NDRMAL WATER LEWE1 ~ 2. i ~ ~ . 3,2 ~ ~r ~ 38 ~ ~ U~lLUE & ~~ALVE POX ~ t; ~ ~ i...~#
l 3 :r- 4
3~ ~ ~ ~ ~ 2n Cl.EtiiVQUr ----l ~
"1 ~ w' - ~ w XIGTING~CUABR SLAB . ~ ~ y y iO RE~IAINy ~ ° ~ ^~rv 4~ ~ ~ ~ ~
\ W V W ~ s ~ ~ t
y y d- 4.2~?~ b EXISTING BUEKHEAD \ ~ y d L4;o-
TO REMAIN OEIINEATEfiA LN~E` ,,1 ~ ~ ISTiNG WOOD WALKWAY ~ 4,4 THR_U_ST BLOCK C
NORMAL. WATER LE4~El EWSTING STRUC1URE . ~ _ TO ~ RE?Ky4ED XISt1NG BULKHEAD ~ ~ Cg
TO ~ REMOVED ' 3.4 TO REMAIN 3.4
4 ' i" WATER SER~!GE D 1
-°v r0 a - 1 9 ~ N8,3°C C8
i~.rs' CLASSIFI ~ ~4~- . 113.0 _ L D Sf-1 ~ ORMAE WATER LEVEL s
lsl YV. IV.~VII ~~~43x / n i n-rm.
IVU Its:
EXISTING DOCK EXISTING BULKHEAD NORMAL WATER LEVEL TO REMAIN 1. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION.
TO REMAIN 2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
1
WITH THE PROJECT VECET:ATION PLAN, SEE
A SITE AYdUT PLAN 32 DETAIL H, SHEET C7.
SCALE 1"=30' 2 C1B C1B 3.SEE DETAIL E, SHEET C8 FOR TYPICAL TU CH SECTION. 06015
31

1 RELEASE FOR PERMITS JKA 4~24~06
2 LAMA COMMENTS JKA 8 22 06 ~p0~~~1 CA~r~~ii,,~~
3 GAMA COMMENTS JKA 11 27/ 06 3/ ~,y~ ~ ~
~c S Na, DESCRIPTION BY DATE QQ
- + s ~ v
~ Revisions
.,~~oyNI ~0``~~~
4 ~~a
5 I' i ~e'~'i~"`~t)~'~~~~ did l~ ~

i h 4 jL
i U' • a
a' ~ ~ n, t.t` ~ O ~ 1~1
4
~I
u ~ 7Q ~ ~ ~
x asss7r E 7ss~ st ~t~~d~ ~ ~ q
a
~ ~ i5J W
~~7 - ~ ~fi ' ~ ~ ~ ~ ~ W ~ ~ O~~WC-+
4 ,y ~ ~ ~U~~~C
'4 cctt ~ +R~~ ~ ~I101'C .JI d
N&5Y' ~ t b V~ ~ d JF~ny Pamlico ,t~4
q
~.'CUCP ~ ~
r ~ 1.580 Acres pati+'~°~ ~ i,„
/ ~ e
~ 3 l+~_ L,J' ci ~ ~ ~
SIRC CRAW10~k
KENNETH & REBR TILLER ~ ~ l ; ~ ~ r~ ~C°o
DB 223, PG 402 ~ ~
~y, / ~ / ~~N~ I
' B LU' Mi~M~ `oP SYVW}r ~l` tl f ~/1 ~ ~ ~ ~
v ~ ~ ~e JOE & KEVIN AVOllS e - ~ ~'~z~
~ N 5 o®t c .r-. wzcv
~ ' _
e w O_ tkM~lid WARR B ~ 6 PVC WATER Y}NI m
~ ~ "tee K.S. SLADE I ~ ~ ~ ~ ` DB 139 PG 51 ~
/ n~ ! ~ ~ ~~Q ~1 ~
, ~ 0 0 f.~ , V ~ ~z +ssaae aaa, MG; ~ zoo r~rmas y ~ o
~ e ~ N ~J ~ ~
Q i,/ JQI ee S e I 1 > ~ c~
M 87773' E UI~IE~ l~ SAP ~0 SCALE ~ W
/ g ~ ~ / WA&R (I(WL rraa ~ to ~ - ~r~
aB +i F7K71C ~ ~ 1 NtIPJ,Ni ~ AB1~101®
~ ' ~ °o~
E~STIf?6 ~P ~ ~ ~ , SEQUE m rmuw ~ ~ SEQUENCE OF OPERATION: a~ m N
IF1~19}'MOEI I r 1. SECURE PROJECT PERMITS. LEGEND ~ ~ ~ ~
R ~Ibs-w"~ ; ~ , JMMMY WAT N 2• COP s ,R~ ~ DB 418, PG 116 ' . i 2, CONDUCT PRE-CONSTRUCTION CONFERENCE.
3. IN5 i._,. ~ - WHi~ ~ LUPTON, ET Al. ~ 3, INSTALL GRAVEL CONTROL ENTRANCE. SILT FENCE C
~ ~ DB 251, PG 247 _ w ,Z 4. INS . ~ . N 4. INSTALL SILT FENCING. CT
, ~ , ~ ~ 1: 5. INS 5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN
i ~ i ~ 6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS. OUTLET PROTECTION D
~ ~ ~ ~ 7. INS / / m 9 ~ ~ ' l nNC Rout RNP 7. INSTALL SIZE IMPROVEMENTS C7
/ ~ r ~ >o ~ 8. SEE i ~ / t ~ _ h. 9. REE 8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
/ ~ 1 AffiBIGI® P~u~o soRT u.~ z ~ h 9. RESEED AS NECESSARY TO ESTABLISH VEGETATION. ® OUTLET PROTECTION E
~ ~ ~ DB 251 PG 241
~ ~ ` . r ~ ~ MAINT MAINTENANCE PLAN: C~
cp ~ ~ ~ v r ~ 1. ALl 9. AtL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL ~
O ~ aE~wam~ x ~ ~ -n ~ J BE CHECK DAM F BE CHECKED FOR STABILITY AND OPERATION FOLLOWING C7
w ~ c ~ EVE EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY LEEK. ANY NEEDED INLET PROTECTION G
"~~..;i~ ~ A j 1 / C7 ~ x / ~ REE REPAIRS WILL BE MADE IMMEDIATELY TO MAfNTAlN ALL
~ ~ R4>~ ~ ~ ~ ~ ~ DEI DEVICES IN THE OPERATING CONDITIONS INTENDED, C7
~ ~ 3 ~ o ~ ~ - C° ~ ~ ` ~~L ~ ~ ' • ~ ~ (u ~ 2. ALL 2. ALL AREAS WELL BE SEEDED, FER1iLIZED, AND RESEEDED
z ~ ~ Q ~ , AS NECESSARY AND MULCHED ACCORDING TO ~ VALVE & VALUE BOX A
L ~ ~ A . e ~X ~ r ~ U SPE SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO CB
J WQNIL rx>ER k~ , ~ f.- --1 ~ ~
~ ESI ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
~ .e COVER. ~ 2" C~EANOUT ~
1 ? yJ. \ 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC C8
~ 3oRF31AN unw~Arh•cW& ROAD SHALL BE REMOUED ON A DAILY BASIS.
~o«~r ~ 3> 4. SEC ~o~reEO3m m~ 3o~WAw d & 4. SEDIMENT SHALL BE REMOVED FROM BEHkND SILT FENCING ~ THRUST BLOCK C ~ ~
~r - / & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO ~
Broad Creep ~ ~ - A E CLASSIFIED SA, MQW, NSW ~,ER~ S THE A DEPTH OF ONE FOOT. C8 ~ ~ ~ ~
5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED 0 1" WATER SERVICE D ~ ~ ~ r""~
E~'R4C tYIkN1 WATER AN E7351W6 OCf3( 10~WaW TOl~{IAgV ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF f~ [--i
~ COP CONSTRUCTION. ~ C8 ~ ~ A
• NOTES: ~ Q ~
SPECK 1. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION. ~ ~ ~
SPECIAL SEEDING NOTE: 2. REVEGETATE ALL DISTURBED AREAS !N ACCORDANCE ~ ~ ~ U
H THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT WITH THE PROJECT VEGETATION PLAN, SEE ~ ~

5 ~ TO RE TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER DETAIL H SHEET C7. Q W
PRO~Ci SUMMARY ~ OF 15 8 OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING 3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION. ~ O ~ ~
PRD~cT DA1A: COMPI COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT
DEUr~oPE~ PAMLICD DoNS~T, «c ~ GRauP PD BO% 161 GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF ~ co ~ ~
ORIENTAL NC 28571 W 15 WC 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION ~ ~ ~
[phone] oax n of cc OF CONSTRUCTION OR DEVELOPMENL ~
OVERA}l. SITE AREA;124,794SF, 2.86 ACRES ~ 9 LEGEND ~ ~ o ~
SIZE 7ONIN0: NONE 30 ~
NOTE UTDiiES: SEVhR-PRIVATE SEPTIC SYSTEM ~ u.3 NOTE: EXISTING PROPOSED O ~ ~ Ul
WATER-PAMl1C0 COUNTY n ~ ALA ALE F1EE MATERIAE NEEDED TO COMPEETE - - - coNTOUR 5 a ~ ~ ~
ELECTRIC-11DElAND EMC iEIEPHONE-~~Ni 12 Q
CABLE 1HEN~ON-C0;{ dUN1CATi0NS z TN E THE PROJECT NOT GENERATED FROM ON SITE ~ - - WATER MAIN a W - -D- - - STORM DRAIN D
REFU~ COLI~CDDN-PA~1C4 CfAiN1Y u TOT~I ~ UNITS 12 " ~ ~iR A[
10TAL ~iPERMEABLE AREA; 38,742 SF, D.86 AC, 31,04 TOTAL `tiE AREA. „ ~ GRADING ACTIVITIES SNAEL BE OBTAINED FROM sEwER FORCE MAIN FM--
IOTAI PERMEABIEE AREA: 88,Q52 SF, 1.98 AC, 68.96x i01RL ~1E AREA z A P F a A PROPERLY PERMITTED BORROW PIT FAG EITY - -oHE- - OVERHEAD ELECTRIC
CAMA SUMMARY.
TOTAL NTE AREA WNHIN 75 CAMA AEC =62,623 SF, 1.44 ACRES, 5017 6F TOTAL SITE AREA - ~
TOTAL PRORPISED BUlli-UPON AREA W11HIN 75' CAMA AfC =4,832 SF, 0.11 ACRES, 7.11X OF TOTAL]§' CAMA AEC AREA ,s
NDiES; ' ~
1. AIL STRllCiURES BUIL1 UP(~V THE PRD~Ci SI1E SHALL COMPLY NiN TLE P1RE REQUlREMENiS SPECEIED "
IN 1HE INTERNADGNA< RE~LIENTrA< C01~, ~IH NORTH CAR(1<J1NA AMENDMENTS, 20D2 EDI1>ON, ~
2. SECT40N 404 WfiLANOS ARE P~SENT !RJ iHf PRO~CT SfTE. le 3. NEUSE RIPARIAN BUFFER AREAS REGUTA~D UN?fR 18A NCAC 02B E};IST ON iNE PR6JECT ATE ~ 39
4. IHt IMIANG WAItK UUUKU tUK IM PKUJLUI lb BKUAU GKttK, UASb M, NUN, NSW ANU
A ExtsrGNG SITE CaNairiaNS COFFEE cREEK CLASS sA How NSW.
SCALE: 1"-5a' C1A C1~
06015