20010011 Ver 1_Site Plan_20010104

3
3
3
3

SPRINKLER ' 3
HEAD 3
TOP=42.98 ~
INV=32.35 3
IRRIGATION T P=38.03
~ LINE I V=29.68
TOP=35.76
SS - - INV=29,15 f~~
" - SS = TOP=40.22 EWER EAS -
EXIST. 60° RCP ' ' a INV=31.20 EXI' S _ al EXIST. SANITARY SEWER 30 S - f ~ - -
INV=36.8 - ~ ~~PPi ` ~
SS - , ~ cP - - S
- - SS - S
~ , ~ SEWER _ , - - ~ ~ ~ SS SERVICE _ - - S SS
- -
_ ~ SS ~ _ ~
S - - ! STREAM CONFLUENCE
SS S - - - SS - _ -
\ SS SS i ~ ~h
~ ~ _ ~ ~ a
FOOTBRIDGE 3 ~
_ ~ _ - i ~ ~
~ ~
i ~ i ~ ~ ~ ;
~ r FOOTBRIDGE ~
~ ~
SPRINKLER cARrP,ajH HEAD -
IRRIGATION P~~
3 SPRINKLER LINE ~~e CARTBRIDGE (LER SPRINKLER ~P
I HEAD iEAD HEAD 3
TEE BOX FOR `Q W
HOLE 15 / a CARTBRIDGE a
Q QQ U W GREEN FOR ,
Q" HOLE 16
3 ~e
3
GREEN FOR
3 EXISTING STREAM HOLE 17
EXIST. STREAM THALWAG
3
3
3
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a~
3
FOOTBRIDGE
3
3
3
3
3
~~~~,a~,~~uu,,~?~ CT S PROJE ROJECT SPONSORS:
NCR ~ ~ ~ E WI~M ?E SCALE
~ ~i, DESIGNED BAD. ~ ~ ~N~ CITY r N:\AUTDCADD\SDSK\PRDJ\ ~ . + 4y CITY OF WILMINGTON
4 NORTH CAROLINA SEA GRANT oRAwN dsa PATH NEW NOVEMBER, 2000 1 "=20' NEW XANOVER COUNTY TIDAL
: a~ ~ PINE VALLEY CC STREAM\DNG\02.DWG CREEKS PROGRAM PROJECT NUMBER ET SHE
• Za6g~ ~ / n. _ CHECKED BAD. AND D.B.M. FlLE NAVE v. ' _ ? CITY OF WILMINGTON _ .
% A DATE GI1T LNGINLLKING v p - 305 CHESTNUT STREET PINE PINE VALLEY COUNTRY CLUB EXISTING CONDITIONS 2 of
lPRW. ENGR. B.A.D. NOR1N PO BOX 1810 RNSIONS Re o
WILMINGTON, NC 26402-1810 NOBS [phone] NORTH CAROLINA SEA GRANT

i
3
i
3 v
z
TOP=42.98 r
INV=32.35
FOOTBRIDGE • R OTWAD TO BE INSTALLED OVER Z 0 MAIN• CONTRACTOR SHALL ~ EXISTING SEWER ,
TO BE REMOVED , 3 I AMAGE REFERANCE AREAS ~ USE EXTREME CAUTION TO AVO D D ~
SS - _ TO SEWER MAIN (TYPICAL). ~~t~ CONST. LIMITS TOTAL AREA - 0.97 AC. ~ arc
_ LOWER EXISTING IRRIGATION SS ~ _ EXIST. STREAM CHANNEL AREA - 0.33 AC. ~"1
LINE AND ELECTRICAL CONDUIT SS T NEW STREAM CHANNEL AREA - 0.23 AC. ~ ~
_ ' 2' BELOW PROPOSED GRADES SS ' _ Z I
SS _
P EXISTING 60 RC REMOVE TREE .SS._
V=36,8 ~ ~ _ _ IN ASS - ~ ~
-P
2:1 SS , - ~ S
~ ~ S ~ = I
1 _
:y ~ S TOP=40.22
o°j ti ~ p ~ - , INV=31.20
SS 3 _ SS ;a. _
_ , ~t ~ i 7
. - ~ 3 4.~ ,SS ~ ~ ~ ~ 2:1 ~
r , 0 '1 SS i

EN ~ os ~ ~ a,, ~ R~1.V ~ I ~ SV
.r ~ ~ ~ ; s. . ~ ~ 36.25 ~ c~ " 1 6 Cg S i DO NOT EXPOSE SEWER SERVICE
~ ~ - - - 'c ~kn SS a s ~ 'S
~ ti~ Q~, ~ ~6.~~ ~ 56.x, " ~ ~ s 1 SS
~ mm ~ ~ . _ ~ ~ ' ~ SS ~ ~ w ~
~r._~. s o ' ' ~ - ~ \ 36 ,fig. `
~ " ~ SS SS
~ ~ o p0 titi ~
~ J 1~ ~ 55:83 • 2:1
~ Z w\~, ~ x / ,yL ~ 3:1 ~ ~ ~
~ ~~9 C 1
a C ~ ~z.~ r ~
~ C5 ~ - . - , b' _
RELOCATE EXISTING VALVE AND SPRINKLER OUTSIDE OF ~ 3 R 1 , y
CONSTRUCTION LIMITS a S~, ~ ~ `~u
8 ~ S
~ REMOVE TREES O C9 s,, ~ ~ .
O 3 \ p '1. 9s ~r rr .a ~J
ql N B CH ~ EN o, ~ ~
BYPASS PUMP AROUND: 2:1
NTRACTOR TO SANDBAG NEAR THE END OF ~ CO
EXISTING 60" RCP AND PUMP WATER FROM PIPE TO THE DOWN-STREAM END OF PROJECT. / REMOVE TREE ~ _ ~`l, REMOVE TREE
M Y ~ lT NOISE FROM PUMP SHALL BE ABATED B S
PTABLE TO ~F ENCLOSURE OR OTHER MEANS ACCE ~ CD 3
NST THE ENGINEER. RUCT i ON
~ ~o
NOTE: ROOTWAD SYMBOL DENOTES MINIMIZE DISTURBANCE ADJACENT ' ~ 5.4
GENERAL LOCATION AND ANYWHERE TO BRIDGE FOR PROTECTION OF ~y EXPOSED SEWER SERVICE.
BETWEEN 1 AND 3 WILL BE USED 3 TEE BOX- _ 1 ~ ~ ~
AT EACH LOCATION. COORDINATE THE REL( 1TE THE RELOCATION OF ~ C11
TEE BOX WITH PINE ~ WITH PINE VALLEY ~ j
COUNTRY CLUB ~ ~ I CLUB A
/
Construction Sequence NOTE: CONTRACTOR TO USE S.E. SIDE OI I S.E. SIDE OF CREEK ~
MOVEMENT UP AND N
in 3 FOR EQUIPMENT ACCESS AND MOVEMENT I 1. Use the area desi Hated on the plans at the west end of the golf course driving range for all stag g 0 E UIPMENT IS AI 9 DOWN THE STREAM. N 0 ~s IIPMENT IS ALLOWED C I i
activities related to the project, ON THE OPPOSITE SIDE WITHOUT ENGINEEI )UT ENGINEERS
2. Park all construction equipment, including trucks and heavy equipment in the designated staging area. CONSENT. 0
3. Install silt fence around the designated stockpile area as shown on the plan sheets. 4. Prior to be innin construction activities, the Contractor shall identify the boundaries of all work areas by using ti ~ s
9 9 hi hl visible to a or safet fence, and will stake the limits of where construction equipment Is permitted to 9 Y P Y ~ 3:1
-avel as noted on the plan drawing, T 0
5, ~.i rode existin culvert crossin with number 57 washed stone as indicated on the plan view drawing and P9 9 9 N I
stream crossin s ecification. , , CURVE TABLE 9 P _
6. Install tem ora new stream crossin according to the stream crossing specrfication and plan view drawing. P ry g ted b the Pine Valle Golf and lace ad'acent to the ro'ect work area as direc y Y CURVE LENGTH RADIUS Delta An le Chord Chord Tan ent PC PT -
7. Femove existrng footbridges p 1 P 1 course Superintendent. C1 16.57 16.35 58'04'15° 15. " .87 9.08 0+17.60 0+34.17 ~ 15
8. A ;cess to the creek will be from the east side of the existing channel so as to avoid impact to the turf " 21.04 14.66 0+56.94 0+80.21
' i stream channel. C2 23.27 15.10 88'16'51" 21. :grass above the sewer line on the west side of the exist ng 0
Irs II erosion control measures, includin stream by-pass pump around and in-stream distilling pool. C3 25.63 11.48 12758'27" 20. 9. to 9 " 20.63 23.51 0+96.20 1 +21.83
10. Clear and rub and be in re- rading the stream channel starting immediately below the outfall end of the C4 23.86 9.95 137'24'35" 18. 9 9 9 " 18.54 25.52 1 +31.68 1 +55.54
60" stormwater i e located on the southern end of the project site. Sod mats, shrubs and tress less than 3 19 P P C5 23.75 11.62 117 05 00 " 19.83 19.00 1 +66.14 1 +89.89
in diameter will be saved for transplanting. Plants that are to be transplanted will be marked with highly visible C6 17.74 9.21 110'24'28" 15, ~npe. " 15.12 13.25 2+00.08 2+17,82
11. Remove all excess material to the stockpile area designated on the construction drawings. C7 13.06 7.12 105'01'00" 11, " 11.30 9.29 2+22.78 2+35.83
12. Remove and relocate PVC pipe for irrigation water and electrical systems upstream of the first cart bridge. 2.26 14.39 25. " 25.92 29.78 2+46.07 2+78.33 SECTION "A"= TYPICAL POOL RIGHT-ABOVE CONFLUENCE
stem. C8 3 128 24 26 Coordinate with Pine Valley Golf Course Superintendent for the re-wiring of the relocated sy " 16.19 11.16 2+79.47 2+97.33 SECTION "B"= TYPICAL RIPPLE-ABOVE CONFLUENCE
Ills and rootwads. C9 17.86 11.77 86'57'15" 16 13. bJorking upstream of the first cart bridge, Install log vanes, log s " TYPICAL POOL LEFT-ABOVE CONFLUENCE 13.48 7.86 3+29.53 3+43.69 SECTION C
A a structure is com leted finish radin the streambed and replace sod mats and transplants as directed C10 14.16 13.14 61'45'06" 13. 14. s p ~ 9 9 " 16.46 14.71 3+59.80 3+79.20 SECTION "D"= TYPICAL POOL RIGHT-BELOW CONFLUENCE
by the Engineer. C11 19.40 9.93 111'58'55" 16 15. Rake, seed, straw, fertilize and install erosion control blanketing in the new channel upstream of the first 15 " 15.40 10.78 4+08.49 4+25.54 SECTION "E"= TYPICAL RIPPLE-BELOW CONFLUENCE
~C12 17.05 11.00 88'50'23" cart bridge. SECTION "F"= TYPICAL POOL LEFT-BELOW CONFLUENCE
16. Access the channel below the cart bridge and begin clearing, grubbing and subsequent re-grading of the next
300 feet below the most upstream cart bridge. Continue working downstream in the same manner, repeating
steps 9-14 for each 300-foot section of channel.
17. Ri or scarif soil areas that have been compacted or where turf has been damaged by the project P Y
construction, Install new hybrid Bermuda sod in all scarified areas. 18. Remove all dirt and debris from cart paths, turf areas and all areas in and around the project site. Repair
any damaged facilities.
PROJECT S 'ROJECT SPONSORS:
N 0,~, wi LM SCALE 1 "=1,:?'
~ ` i~ DESIGNED B.A,D, Her CITY ~ ~ i / PRDJ ~ r CITY OF WILMINGTON oaTE NOVEMBER, 2000
~ QO ~ N;\AUTOCADD\SDSK\ \ U qy Q ORTH CAROLINA SEA GRANT DRAWN dsR PATH NEW W HANOVER COUNTY TIDAL NE
6EAl ? N PWE vuiEr cc stREAU\ a PROJECT NUMBER T I Exs PROGRAM SHE E CRE
23591 = Dr~~PtiCCSmEA?~DwD ~ w ~ = CITY Of WILMINGTON , r- n
Dptt UMLUKLU M.A.U. /U\u V.o.m. It-ILL NAML CITY ENGINEERING pjNE PINE VALLEY COUNTRY CLUB H LAN - of
REV. 11 T IL sd~ r p~ GP 305 CHESTNUT STREET a1w PROD. ENGR. B.A.D. NORTH PO BOX 1810
NS ~i WILMINGTON, NC REVISIO 28402-1810 NOR. , NORTH CAROLINA SEA GRANT
910 341-1807

i
- - - - _ - - - - r 3
TOP=38.03 OSE SEWER TOP=35.76
SERVICE TOP=40.22 INV=29.68 INV=29.15
INV=31.20 FOOTBRIDGE TO BE REMOVED
LOWER EXISTING IRRIGATION ' LINE AND ELECTRICAL CONDUIT
2' BELOW PROPOSED GRADES '
_y~...-_ _ S S SS SS SS SS SS SS SS SS SS SS
_ SS ._SS w. _ ~SS SS SS SS ~ S SS SS SS SS _ - r. ~ LIMITS f
OF C~ NSTRU CTION
Y 1
s A I= ~ 3:1 c1 QODP 3: 1
~ : ~ s LAIN BEN , CH ~c12 ~ y ri
~ 1
C14 ~ C1 ~ C18 '~6~ ~ ~ ~ F
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`5.31 ~ ' , 9 ` ~i _ _ 4~ ~ ~ _ u ~ ~ J J.
5 6 _ ~'rn ~6 ~ 4:7 ~ V- X ' . , r G' S' 34. ~ , >y
~ O ' f .0 i
M a'` 6.28 - • -r sa
5 ~ k• ~ ~p~. .y 6 ,;O 04 ~ _ ~9 . ~b~, ~ C20 0~
4.48 - _ r - ~99 4.41 't$„~ X
~ ~ ~ h~ ~ ; STREAM CONFLUENCE ~ . n - ~ ~ ~ ~,2~
~ ~6 0 1 'h fi ~ ~
~ 6 3 ~j 34.p 6' 0 ~ d 1~ 0 0 ~ ~ ~ i
~v', i ' ~ ~ ~ ~0.
5.4 C13 C15 :'g' ' , i 5 ' 'S ~ ~ 35g~>
4. 6 u~ +~*i . ,
~ ~6 u _ 1 1'4~.~. ~q~ ~u~~~ ~`i i. r~----_ ~
O ~ 35..
W REMOVE TREE C r ~ 38 ~ • - 7 ~
W 17 W ~!-,~.1?..1 O 33 02 ~5 fi~ u 9 / ~ SS ~a l
ti, J- ~ +
c L ~ 1 ~ ~ 35' ~
W w W 20 tRANSItI 5;1 ,_i r 33.88
ON FROM IN LANDIN ~ 3;1 TO 5, G W 3 ~ ~ _4 ~ C 1 S
I 1 AREA REMOVE AND RELOCA l~
SPRINKLER OUTSIDE OF 32, 08
_ ~ ONSTRUCTION LIMITS TEMPORARY STRI J , IPORARY STREAM CROSSING
2 ! ...w. 20 TRANSIT USING MATS C21
_ ION FROM ` 5 ~ .1
ENCH ~ IN B
~ THALWEG W - - - - ODP~ FLO
_W- STATION FEATURE ELEVATION 2" ~ - p~C w ~
0+00 INVERT OUT 60 36.8 ~RRI
CULVERT W GqT/ b ' ON < ~
,~22 R~~ 0+15 HEAD OF POOL 36.5 n 1 k
~ + 7 H F RIPP 36. ~ ~ ~ x= 'fi 7 H FPO 36. ~
I , ~ HT _ ~v RIG . . a. _S E +79 HEA OF RIPP 36.4 ~ ':v
+ ; INE D ~ ~ ° 5 M~A 1 +00 H D OF P00 .1 ao
~ ~ 1 +23 HEAD OF RIPP 36.3 ~ z
C24 ~ ~ ° ~o° 1 +35 HEAD OF POOL 36.1
1+52 HEAD OF RIPPLE 36. ~ ~ Y
` ° 0 1+70 HEAD OF POOL 35.9 5~ ~f ~~1, ~ ~ti ~ 1 +87 HEAD OF RIPPLE 3 .1
O 2+03 HEAD OF POOL 36.0
~ CURVE TABLE ` ~ ~ 2+14 HEAD OF RIPPLE 36.1 ~
~ I 2+27 HEAD OF POOL 3 .9 T n I CURVE LENGTH RADIUS Delta An le Chord a PC PT ~d Tan ent
I ~ 2+36 HEAD OF RIPPL 36. ~i C12 17.05 11.00 8'50'23" 15.40 15.40 10.78 4+08.49 4+25.54 ~~~3~ ~
~ 2+53 HEAD OF P00 35. 8 C25 % "
r 2+71 LoG vANE 5.9 C13 19.52 9.67 115'35'17" 16.37 ~ FOOTBRIDGE TO 2+84 HEAD OF POOL 35.3 16.37 15.36 4+49.57 4+69.08 1 3:1
' ~ I C14 25.94 12.27 121 09 51 21.37 ~ BE REMOVED 2+95 LOG VANE 35.4 ? 1.37 21.75 4+74.84 5+00.78 1 .i
~ ~ 4 19.40 ~ ~ 3+38 LOG VANE 35.4 C15 24.21 10.74 129 10 01 19.40 22.60 5+17.38 5+41.59
y 3+44 HEAD OF RIPPLE 35.4 16 33.47 10.85 21.69 C 176 43 54 21.69 380.38 5+48.54 5+82.01 ~,c
' O 3+61 HEAD OF POOL 5.0 40 C 17 35.90 12.09 170 08 45 24.09 r~°~ ~ ?4.09 140.24 5+89.84 6+25.74
3+78 HEAD OF RIPPLE 35.3 C 18 34.51 13.06 1' S' g" 25.31 25.31 51.29 6+36.82 6+71.33 ~ 2~ ~
34 4+08 HEAD OF POOL 35.0 15 2 5 n o0 4+30 HEAD OF RIPPLE 35.2 1 19.46 9.26 16.07 l ~ C 9 120 24 28 16.07 16.17 6+82.95 7+02.41 ~ {
i ~ 4+50 HEAD OF POOL 4.3 ~ 18.65 I i ~U 18.65 50.42 7+19.31 7+45.59 ~ ~2.; ~
Z ~ C20 26.28 9.49 158 40 51 4+67 HEAD OF RIPPLE 35.0 „
~ C21 21.75 9.07 137 22 03 16.90 -I ~ ~ ~ 4+82 HEAD OF POOL 4,6 INSTAL 5x30 x2 DEEP 16.24 16.90 23.24 7+54.18 7+75.93 ~ ~
T1 f 5+00 HEAD OF RIPPLE 34.9 C22 18.66 10.36 103 13 52 C TEMPORARY STILLING BASIN F POOL ~ 16.24 13.07 7+92.00 8+10.66 ~ti C
~ ~ _ , 5+19 HEAD 0 34.6 18.59 Q C23 20.48 13.59 8619 44 n f 5+38 HEAD OF RIPPLE 34.8 „ 7 (11 18.59 12.75 8+65.79 8+86.2 C23
' ~ ~ + H D OF POOL 4.0 C24 29.12 12.28 135 54 10 22.76 22.76 30.31 9+09.26 9+38.38 ~ O
~ ~ ` 5+77 HEAD OF RIPPLE 34.7 C25 '30.49 12.04 145 05 22 22.97 Z I 22.97 38.29 9+49.16 9+79.65
l 6+00 HEAD OF POOL 34.3 21.79 11,73 18.79 C26 106 23 19 1 .68 10+28,33 C) 18.79 5 10+06.55
I 6+20 HEAD OF RIPPLE 34.6 3~ O 2, 68
l ,BS; ~ 6+45 HEAD OF POOL 34.3 z \`~4
~ ~ 6+66 HEAD OF RIPPLE 34.5 5 3,1 6+86 HEAD OF POOL '8 -I
7+02 HEAD OF RIPPLE 34.4
5 `~3 I NOTE: CONTRACTOR TO USE S.E. SIDE OF CREEK 3j l 7+22 HEAD OF POOL 3.9 C
3:1 ` ,33 = 7+41 HEAD OF RIPPLE 34.2 FOR EQUIPMENT ACCESS AND MOVEMENT UP AND .5 ~ DOWN THE STREAM. NO EQUIPMENT iS ALLOWED 1 Q, -_I
~ ) 7+60 HEAD OF POOL 33.9 , -T1 O
7+73 LOG VANE 34.1 ON THE OPPOSITE SIDE WITHOUT ENGINEER S C26 ~ CONSENT. ~ ~ z ~ O'
2,, 7+92 HEAD OF POOL 32.9 ~ /~y 8+19 LOG VANE 33.6 t O,
I ~ ~ 8+28 LOG VANE 32.6 '`~A 7 'd 1 ~ '
I 8+50 LOG VANE .1 1 ~
~1- 8+68 HEAD OF POOL 31,8 ~ SECTION A =TYPICAL POOL RIGHT-ABOVE CONFLUENCE 1 2~ ;E 'y2 I ~
9+02 HEAD OF RUN 31,7 ` SECTION B =TYPICAL RIPPLE-ABOVE CONFLUENCE R~ _ I ~
9+16 HEAD OF POOL 31,7 N ~ SECTION C =TYPICAL POOL LEFT-ABOVE CONFLUENCE
9+34 HEAD OF RIPPLE 31.9 9+55 HEAD OF POOL 1,4 " - NCE i ~ ~
SECTION D TYPICAL POOL RIGHT BELOW CONFLUE 9+79 HEAD OF RIPPLE 1.7 SECTION "E"= TYPICAL RIPPLE-BELOW CONFLUENCE CE ~ ~ a.~~ , ~ 2 ~ ~ n
10+09 HEAD OF POOL 31.3 " \ SECTION F -TYPICAL POOL LEFT-BELOW CONFLUENCE C24 a3 air E MATCHLINE- E INSET ~ LEFT 3~. ti~ ~ ~ ti
10+27 LOG VANE 31.6
10+37 HEAD OF RIPPLE 31.1 o ~ ~ ~a o
~ a, PROJECT S~ ROJECT SPONSORS:
~N Q DESIGNED BAD. WIIM~H SCALE
Z' ~f,S3/ ~ ~y cr CITY Q`~ ' N:\AUTDCADD\SDSK\PRDJ\ ~ • Qy CITY OF WILMINGTON DATE NOVEMBER 2000 1 =10
_ ~ DRAWN JSR PATH NEW BEAT NORTH CAROLINA SEA CRANT ~ s~\ NEW HANOVER COUNTY TIDAL '
43531 BAD, AND D.B.M. uwD\P~ccsm~,DwD ~ ~ Q CREEKS PROGRAM PROJECT NUMBER SHEET
_ `'I~/. ~ ~J ~ _ CHECKED FlLE NAME q, • Z CITY OF^WIIMINGTON
to t~39 UIT LIYUIIVLLttIIVU DATE G p~ p 305 CHESTNUT STREET PINE PINE VALLEY COUNTRY CLUB PLAN-2 `
qe N c ~i~'fe QO+~~ IPROJ. ENGR, BAD, NORTH PO BOX 1810 RE~SIONS , _1610 0l
rrr4 r WILMINGTON, NC 26402 NORT ~rnnm~~~ [phone] NORTH CAROLINA SEA GRANT

PR POSED TOP 0 BANKFULL CHA NEL
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1 1 ~ V / it I d r---- - r---
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32
30 EXISTING 8" VC
SANITARY SEWER
28
28

2+00 3400 1400 0400
PROPO ED TOP OF BA KFULL CHANNE
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28
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7+00 8+00
E400
pununr PROJE r,,,rr with PROJECT SPONSORS: SCALE
!1 CAR/y of iH ~ ~ ( DESIGNED BAD. ~ ~ ~ r CITY OF W/LMINCTON ATE NOVEMBER, 2000 PINE VALLEY GOLF COURSE , ~~=20 ~
~ ESS/p ~~i~ ' N:\AUTOCADD\SDSK\PROJ\ U ~ 9y
4 ORTH CAROLINA SEA GRANT Ow~wN asR aAn+ NER' HANOVER COUNTY TIDAL STREAM RESTORATION SHEET CREEKS PROGRAM P~~T NUMBER
_ ~ RRAI : N our veiin M 5fRFAY\DWG\05.OWG ~ ul _ 3 I ~,.~~uunTnu
L CHECKED BAD. AND D.B.M. uji ur IIILMMUIVI1 13531 2-M 17 9 ~ CITY ENGINEERING
• - DATE RD. 3 pp,, V NORTH PINE VALLEY COUNTRY CLUB PROFILE LP Of
tr1 DATE pF P~ 305 CHESTNUT STREET • ~1Y • PROJ. ENCR. BAD. PO BOX 1810 1810 NORTH CAROLINA SEA GRANT
RNSIONS WILMINGTON, NC 28402-1810 AR, 11~ [phone]
1 follows'

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NEW 4 CALIPER LONG LEAF PINE / '
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BIODEGRADABLE EROSION CO ENTIRE FLOODPLAIN BENCH TO BE MULCHED BLANKET TO BE INSTALLED f EROSION CONTROL i INSTALLED FROM
AS SPECIFIED. WATERS EDGE TO TOP OF B~ '0 TOP OF BANKFULL BENCH ~
TYPICAL BOTH SIDE OF STRE TIDE OF STREAM CHANNEL
BIODEGRADABLE EROSION CONTROL ~L
BLANKET TO BE INSTALLED FROM 1 t ~
TOP OF SLOPE TO TOE OF SLOPE 'E
TYPICAL BOTH SIDE OF FLOODPLAIN BENCH AIN BENCH 0
0
~ 6 ,
~ ~
i Seedin Permanent Natve g
Herbaceous & Grass
Grass Bermuda ,
HYBRID 419
I
Lar e Trees Lon leaf, Bald
9 g
C ress, Live Oak & Y p , ,
o Sweetba s
Y o~
Low Growin Shrubs 9 1
~~r^~^ k i i Willows Wax M rtle
y ~ ~ ~
Pe erbush ~ TITI PP ~
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V ~ ~ jt 5 i
Carolina Willow
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IIIIIIININIIy,I,
PROJECT NCR , wii PROJECT SPONSORS: SCALE
~ ~i DESIGNED B.A.D. y ~ MAN CI ~ ~ ~i 1 CT CITY OF WILMINGTON oaTE
~ ~ ~ N: AUTOCADD SDSK PROJ ` ~ ~ QQ~ ~ ~ ~ ~ \ v Z 1 - ~ 0' NOVEMBER, 2000 NEW HANDVER COUNTY TIDAL
gEAI NORTN CAROLINA SEA CRANT oRAwN JSR PATH jV1 CREEKS PROGRAM PROJECT NUMBER SHEET
4359 ~ PoNE YAUEY CC s1REAN\Dwc\oG.Dwc a ~ Q . ~ _ ~ ~ ~ ~ z I CI1Y Of WILMINGTON e. n uin n o u
n,x ! I ff'&?e2w~ DATE I:HGI_RGV W_v. rvw v. v.m. RILL NAML I Y~ • ' 3 i Rv Ul1l[ Q I~ CITY ENGINEERING
~~Q~~ Pr r p~ 305 CHESTNUT STREET pi 49 ~?~.;;i PROM. ENGR. B.A.D. ~ NORTH PO BOX 1810 PINE VALLEY COUNTRY CLUB o VEGETATION PLAN 6 f
REVISIONS Re a WILMINGTON, NC 28402-1810 Nc 'p??~~?iN~~~ [phone] NORTH CAROLINA SEA GRANT

i
SECTION "A"-POOL RIGHT
NOT TO SCALE
w
3 2
A z
0
w G s 9
WIDTH VARIES B ~ p WIDTH VARIES a MIN. 5~
MIN. 5' ~ o
a
~ CONTRACTOR'S
~ ROUTE ~j ACCESS
CLUBHOUSE
L
~ TENNIS
THALWEG (DEEPEST POINT IN CRO55 SECTION) IS LOCATED IN THE OUTSIDE OF THE MEANDER BEND. COURTS
i POOL i
i ~
SECTION "B"-RIPPLE
NOT TO SCALE
1,~ ' iki ,1?f~ ~
+f,~~;' 0 / li 1; i Ifni{
w I; ~~i ij !i tj 7 t !~l i ~i jll 4 !q~l i ~
3 Q ABOVE CONFLUENCE: A B C D E F G H I J 1 K ;,i ~,I~i~ J
= A Q
' , ':!'~~~~~1„~~ 30' FROM o~ ,E I~ ' ~ ~ ~I~, ;~i , CARTPATH
w 10.0' S.0' 4.0' 3.3' 4:1 1.5:1 0.33:1 1.0' 1.8' 2.5'-4 p o 6 WIDTH VARIES
a~~~ ~ ' , , ,i ~li;''~?~,~ I~
WIDTH VARIES a .0 1.8 0 ij`~~~1 CARTPATH
MIN. 5 ~ MIN. 5' 10.0' 5.0' 3.0' 2.2' 2:1 1:1 0.6' 1.0~ 1.8' a ~ i~~i ~1~ 4~'i'I ~ I' I
.8 2.5 4.5 ~ ~I, I~~i , ; ~
10.0 5.0~ 4.0' 3.3~ 4:1 1.5:1 0.33:1 1.0~ 1.8~ 2.5'-4 i';1j,1 ~ F li ~ 1.111{~.lij~!
t ' + 1 4
H z BELOW CONFLUENCE: ~ ~ , I j ~ ; ~ ; 30 X7 STOCKPILE AREA _ i ; , , , i ~ , ~ 20 FROM g0 ROM TENNIS COURTS
`?lit€!I CARTPATH
~ 13.0' 6.5 5.0~ 3.8~ 4:1 1.25:1 0.5:1 7.3~ 2.5, 3•_6~
.3' 2.3' 2.1'
/\\//\\//\\//\//\~//\\~j//\\~/\~/\\~/\//\\///\\~/\\// ~ s.o' s.s' a.a' s.o' Z:i i s i i .o~ 1.3' 2.3'
~ 0'
~j/ ~j/ / 13.0' 6.5' 5.0' a.e' a: i i .zs: i o.5: i i.s' z.s' s._e, .5' 3'-6'
STAGING AREA STREAM CROSSING
IS ®STA. 7+00
STREAM CROSSING IS
90' FROM CONFLUENCE ~ ~ ~
THALWEG (DEEPEST POINT iN CROSS SECTION) IS LOCATED IN CENTER OF CHANNEL IN A RIPPLE.
u~
~N NOTE: INSTALL SILT FENCE AROUND
PERIMETER OF STOCKPILE AREA.
SECTION "C"-POOL LEFT ti U
NOT TO SCALE
O
4
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3 Q
e F
=I A R T
0 w F
o D B WIDTH VARIES F F
_ WIDTH VARIES a MIN. 5' 0 R
MIN. 5~ a C
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i
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THALWEG (DEEPEST POINT IN CROSS SECTION) IS LOCATED IN THE OUTSIDE OF ?HE MEANDER BEND.
' 4
M~~p~~~u~ir~~~.. /J ^ PROJECT OJECT SPONSORS: r- PR _ SCAI_ _
r`N~~i~' Ja~cp vy ESIGNED BAD. 1 WIIM~N~f C ' r.~• vR - P.. ~MIIOCMD\SDSKWIQI\ CITY OF WILMINGTON once 1 ~
x: ~ ~k NOVEMBER, 2000
NORTH CAROLINA SEA CRANT oru'M+ ~sn cMn P~TM NEW HANOVER COUNTY TIDAL M PRQJECT NUMBER S H E'._ I
CREEKS PROCRA
WILMINUIVN • 2=531 CHECKED B.A.D. AND D.B.M. FILE NAME yj
Zan c^ »59p o~ CITY ENGINEERING DATE 3 AT P. REV. 11 pF GP 305 CHESTNUT STREET PINE VALLEY COUNTRY CLUB TYPICAL SECTIONS/ACCESS PLAN L;~of_3
'i V PROJ. ENGR. B.A.D. NORTN PO BOX 1810
REVISIONS WILMINGTON, NC 28402-1810 N qR4 [phone] NORTH CAROLINA SEA GRANT
n

VARIES AS DIRECTED BY ENGINEER 10' MAX. TOP STRAND MIN. X10 GUAGESTAY WIRES MIN. X12-1/2 GUAG
z~
~Q 6"
~o w~ ~N Bankfull
3~ WI
ZN J~
i¢
/ \ 18"~-18' LOG
\ BOTTOM STRAND MIN. X10 GUAGE \
/ \ / / \ / \ \
/ \ / / 4 ~ \ \ TYPICAL CROSS SECTION
15' 24"~ LOG / / ~ / , „ \ \ L~ SILL (LEFT POOL SHOWN)
25 24 0 LOG / STEEL OR WOOD POST \ NOT TO SCALE
PROVIDE MASS "II" STONE
i 3 CU.YDS. PER VANE FILTER FABRIC
20' NOTES:
1. WIRE SHALL BE A MINIMUM OF 32` I F o WIDTH AND SHALL HAVE A MINIMUM 0 6 I M FlLL SLOP Existing Bank
LINE WIRES W/12" STAY SPACING GROUND UNE N M RI HA E A MINIMUM OF 2. FILTER FAB C S LLB 6" iv Sloe 1.5-1 or less P
~ 36" IN WIDTH AND SHALL BE FASTENED
n DIRECTION OF FLOW ADEQUATELY TO THE WIRE AS DIRECTED MI FLOW Ia. ~ n ~ _ _ BY THE ENGINEER Cut
~ m 9'S~ 3. STEEL POSS SHALL BE 5' 0" IN HEIGHT u~i / / 3 M y ~ AND BE OF SELF FASTENER ANGLE ~ o. \
/ / / / / / ~ ) STEEL TYPE o' a I / Build u from root wad to P
M F ~ a I wiv \ ~ \\j\\j\\j\\//\\// M 4. WOOD POSTS SHALL BE A MINIMUM 0 6 c. F / ~ IN HEIGHT AND 3 OR MORE IN DIAMETER g ~ \ \ bankfull bench with sod
POST W~RHI NOT~LESS ETHAN 9EWIRE STA~PLDE~S ;
9.0' 1-1/2" LONG / mats and or trans lants. P
j CH RR TED BYFTHE ENGINEER AS D EC p Bankfull
REBAR PIN Bankfull Bench
CITY OF WILMINGTON SD 13-01 NOT TO SCALE
Brief low
Root Wad,l---_ ~
P N A F N 12'-12°° ROOTWAD
10-15 ft long
>10" diameter Footer log >12 diameter
I OCR GRO~~ VANE DETAL os' ABOVE CONFLUENCE
P~ VI~ 1.0' BELOW CONFLUENCE
NOT TO SCALE
~1 TYPI ei ROOT WAD PLC=EMENT SECTION
Bankfull Stage NOT TO SCALE ~ w
-inner Berm
Flow
/ / nnel Bed 1 Cha
i °
°a
LOGS WILL BE Scour
BETWEEN CROSS LOGS Hole Q
PROFlLE a° .
e
Q
Slope and ° oln ar L a' a
4 Vegetate Banks
25' 24"~ LOG .Q ° . a.
18'-24 ~ LOG Bonkfull o.s' ABOVE CONFLUENCE d .a a
PROVIDE CLASS "II" STONE , I~ Bench - 1.0' BELOW CONFLUENCE /
3 CU.YDS. PER VANE ~ 0 °
zo~ ~ / / / e
\ a °
\ \
/ ~ ~ / ~ ° . d
n DIRECTION OF FLOW / FLOW Y ~ n 1 ~ /
2~ / / ° / a
CV. \ \ \ \ \ \ \ \ \ ~ a /
. i~// °
. . I( a °
~ 2.0' d ?YPIC-AI ROOT WAD INSTALLATION PLAN a
CROSS SECTION
~ NOT TO SCALE NOT TO SCALE
REBAR PIN CROSS VANE DETAIL ~ °d
V
4 G
OE Q d. o es.
°
one P f s ac~n o °a Q n ~tud~na o p
12' -12 "0 ROOTWAD
roo e ° roo wa s wl i~
tE e a I I . the e term~ne In e a
Roo ~ n . cQC~ VANED AIL nterce t to ated wll be oc wads Root p
PUW VIEW
NOT TO SCALE V e O ° le . hl In s ream an s a an s It vec ors ve oc y
I

M~1R PROJECT S1 ~ ~OJECT SPONSORS: ;ALE
~ wILM, _ ~ ~Hm B.A.D. ~ N CITY • c~ CITY OF WILMINGTON GATE
Q ~ N:~AUTOCADD\SDSK~PRQI\ O r Qy V MBER 2000 i~ONE NO E ,
~ ;NORTH CAROLINA SEA CRANT cMR P"rH NEW NEW HANOVER COUNTY TIDAL
. ~~6>f 1 _ ~ vAUer cc srREAM~°wc~oe.°wc ~ w _ - s I CREEKS PROGRAM PROJECT NUMBER ~ H E E7
CHECKED BAD. AND D.B.M. IFlLE µeNE unT ur mLMim,iun
n a v 3o y00d CITY ENGINEERING s') " % DATE p~ 305 CHESTNUT STREET PINE ~ , o f PINE VALLEY COUNTRY CLUB CONSTRUCTION DETAILS
B PRW. ENGR. BAD. NOR114 PO BOX 1810 '00%0% REVISIONS h#~RA N WILMINGTON, NC 28402-1810
hn~ngN~ -7 NORT (910) 341807 NORTH CAROLINA SEA GRANT

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LEGEND
DESIGN BY: N. C. SEA GRANT and
i
ROOT WAD FINAL GRADE ELEVATION _ _ SEWER EASEMENT - - - CARTPa
`"fl~`"~~ NC STREAM RESTORATION INSTITUTE;
LOG VANE w IRRIGATION LINE • • • CONTRACTORS ACCESS ROUTE
NC STATE UNIVERSITY
® LOG SILL ~ SANITARY SEWER LINE - - - LIMITS OF CONSTRUCTION IN COOPERATION WITH CITY OF WILMINGTON
!OJEC frYPONSORS~
a~~'"""'"~~~, PROJECT S~ MAR wl~ ~ ~ M,
~ 'Q?~ DESIGNED B.A.D. NAT CITY i
i N:~AUT°CADD~SDSN~P OJT U L " eREe~ PR~RAy NovErnaER, zooo PINE VALLEY GOLF COURSE NONE
= 4 =NORTH CAROLINA SEA GRANT ~sR PATH NEW ~ 8EAL STREAM RESTORATION „E~r .
4351 ~ ~I / _ n o u eun a e n PINE VALLEY CC STREAM\DwG\°1.DwG ~ ~ ~ ~ 2 I CRY OF YiiLMINGTON ~
DATE i i 6wYV/wr~ef. 5~ unwncu r. JnLc Q I ~c^ ti39p CITY ENGINEERING PINE
t IN r DATE 'l p 305 CHESTNUT STREET C 'y PROJ. ENGR. B.A.D. . NORiH PO BOX 1810 PINE VALLEY COUNTRY CLUB COVER SHEET/LOCATION MAPS I Of
REVISIONS ~e o WILMINGTON NC 28402-1810 ~PA ti NORT1 NORTH CAROLINA SEA GRANT
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