SW7050714_APPROVED PLANS_20080215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW7rs0 Z/z(
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
OOZi�
YYYYMMDD

ADAUZW WAVM MCAN, V 00=J
nulbwt r owb" JM
DR 327. m 532
244 WAR AVW
OVERALL SITE PLAN
IFIC
MINNESOTT BEACH GOLF
AND COUNTRY CLUB
mbnaott Cdt k Country Ckrb
06, 15% Pg. 121
B00 COUNTRY CLUB O VE
ARAPANOX MC 26510
Neuse River
Ramelnlnq Property of
Ylnnowtt Wf & Country Club
Source: De 150. PC 121, 08 i60, Pq 284,
Do In Pq 48a, D8 314, Pq 438 k 440
f
PROPERTY r V#jm
Jam" it &
40% M. mcDonow
O.B. 316 PG 443
Neuse River
/ DOSTwG OW#IEL MARKER,
TO RD MN
CH,
3ERM SECTION/DETAIL
SC;IL U SCALE
50''
1 RELEASE FOR PERMITS
2 CAMA COMMENTS
3 CAMA COMMENTS
NO. DESCRIPTION
Revisions
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VICINITY MAP (NOT TO SCALE)
�.f
Lrl \1\lr V%'rr OrA^"
EXISTING CONDITIONS
TOTAL SITE AREA: 40.74 ACRE' INCLUDING EXISTING 5.89 ACRES BELOW NORMAL WATER LEVEL
TOTAL ENTRANCE CHANNEL ACCES EASEMENT AREA: 1.62 ACRES
NUMBER OF SUPS: 151 TOTAL
AREA OF DOCKS; 18,328.59 S-, 0.42 ACRES±, 1,03% OF TOTAL SITE AREA
TOTAL LENGTH OF BULKHEAD: 1,491 LF
SITE AREA WITHIN CAMA AEC: i80,582 SF, 13.33 ACRES, 32.72% OF TOTAL SITE AREA
PROJECT BUILT -UPON AREA: 92,775 SF, 11.31 ACRES
% BUILT -UPON AREA: 32,5% IF TOTAL LAND AREA
PROJECT BUILT -UPON IN 75' "AMA AEC: 31,305 SF, 0.72 ACRES, 5.39% OF 75' CAMA AFC AREA
PROPOSED TOTAL DISTURBANCi IN 75' CAMA AEC: 65,598 SF, 1.51 ACRES, 11.33% OF 75' CAMA AEC AREA
PROPOSED CONDITIONS
TOTAL SITE AREA: 40.74 ACRES INCLUDING 7.89 ACRES BELOW NORMAL WATER LEVEL
TOTAL ENTRANCE CHANNEL ACCESS EASEMENT AREA: 1_62 ACRES
NUMBER OF SLIPS: 152
AREA OF MAIN DOCK: 14,93E-60 SF
AREA OF FINGER PIERS: 12,7L�.16 SF
TOTAL ALL DOCK AREA: 27,642.76 SF
TOTAL LENGTH OF BULKHEAD: 3,272 LF
SITE AREA WITHIN 75' CAMA Zl 327,305 SF, 7.51 ACRES, 18.447. OF TOTAL SITE AREA
PROJECT BUILT -UPON AREA: 492,775 SF, 11.31 ACRES, 32.5% OF TOTAL LAND AREA
PROJECT BUILT -UPON IN 75' CAMA AEC: 52,310 SF, 1.20 ACRES, 15,997. OF 75' CAMA AEC AREA
PROPOSED TOTAL DISTURBANCE IN 75' CAMA AEC: 216,234 SF, 4.96 ACRES, 66.10% OF 75' CAMA AEC AREA
TO CREATE/RESHAPE BASIN:
FILL TO BE PLACED BELOW LIMITS OF EXISTING NWL; 10,566 SF, 2739 CY
FILL TO BE PLACED ABOV' LIMITS OF EXISTING NWL: 10,566 SF, 2348 CY
UPLAND CUT TO CREATE WAS BELOW PROPOSED NWL 72,390 SF, 32,173 CY
DREDGING TO ESTABLISH CESIGN GRADES IN EXISTING BASIN FOOTPRINT: 9,200 CY
TOTAL SPOIL TO BE DISPCSED OFF SITE: 27,086 CY
DEVELOPED BY: MINNESOTT BEACH HOLDINGS LLC
1107 BENNETT ROA'D
ARAPAHOE, NC 28510
[phone]
DEED REFERENCE: PLAT CABINET L SLIDE 140-18
PROPERTY IDENTIFICATION NO. (PIP): F093-85-1 (MARINA), F093-85 (MINNESCTT GOLF AND COUNTRY CLUB)
SITE ZONING: RIM (PUD DISTRICT 6ERLAY)
UTILITY SERVICES: WATER PAMLI'O COUNTY (PUBLIC)
SEWER - PRIVA-E ON SITE SEPTIC SYSTEM
ELECTRIC - TIDi AND EMC
TELEPHONE - 9RiNT
GENERAL NOTES:
1, ELEVATIONS SHOWN ARE BASED JPON A TOPOGRAPHIC MAP PREPARED
BY ATLANTIC SURVEY AND DESOC BASED ON DATUM NAVD 1988.
2. COASTAL WETLANDS ARE LOCAID ON THIS PROPERTY AS DELINEATED.
3. NEUSE RIPARIAN BUFFER AREAL ARE PRESENT ON THE PROJECT SITE AS DELINEATED,
4. CAMA AREAS OF ENVIRONMENT;1 CONCERN (AEC) ARE PRESENT ON THE PROJECT SITE
AS DELINEATED,
5, THE RECEIVING WATER COURSE 'OR THIS PROJECT IS NEUSE RIVER
JKA
6/01/06
JKA
9/18/06
JKA
12/05/06
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1 RELEASE FOR PERMITS JKA 8/1/06
----------�--------------�----- --�. +-�-t��-�� .�� Lat3I?-C 5 2 CAMACQMMENTS JKA 91806
64' r%� _ �i 1f 1 11 111 �s -°s o 3 CAMA COMMENTS JKA 12/05/06
per / r/ // l ,-
N0. DESCRIPTION BY DATE
'} ; ] \ 1 1 ! I I - ' IIIIII -' - `• ` -' ill till{ Revisions
I i I 1 A
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SE*AGE TREATMENTYDISPOSAL AREA \ I
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NE kYARD AREA -
AN
41
Lot 30_pLLI
ll�� 1 11�! �.Il.��' I 4 c� Lot 30-E
Lot 30-F
FACE OF EXISTING — �\ 1 MYRON & ANN SMITH
FACE OF PROPOSED —BULKHEAD — — r \ ~ I 811 SMITH DRIVE
BULKHEAD , — \ \ \ `\x \ 4 ATLANTIC, NC 28511
FACE PROPOSEDZ
EXISTING MARINA
�--BE DEMPLJS�ED 1 2' NOTE:
NORM,AL WATER LEV FACE OF EXISTING
s -OUIxNEAD THIS MAP DEPICTS THE EXISTING MARINA CONFIGURATION AND THE PROPOSED
—1,
IEXISTING LOUT WELL ^ 1 \
TO BE REMOVED /� ,1 \\ \\ `'1'\ N69 UPLAND DEVELOPMENT THAT WAS PREVIOUSLY APPROVED AND PERMITTED BUT
THAT HAS NOT BEEN BUILT.
NORMAL WATER LEVEL
I \
to
\ 1� l — 1 111 1111 11 \ 1 l
FACE ,OF PROPOSED.
/ \ `—�1 \ , 11 l � 1 J .•<-° � l `� 11\ �\\ 11`` 1 `)lf! III�1]1 1 �\ `. I I I
_ Wi Hisao-- 4Golf & CountryClub
\ \ ` 1 \ 1f�CE OF 63� 14G -D ; � P 21
9
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89-f--- £OUNT-R C,\LUBRIVE
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FIFE
�C%�� ��— ��
I
/Bpi ^\
S ` — — `- \ — \ \� \ EXIST{NG MAlit�(N�h
R - - - lPE �- _ Remaining Property of
) � 1 l710 I L�SI4{Ebl 1 ( ,� 1,1� r 4 \ \
Minnesott Golf & Country Club
_ Source: DB 150 PG 12� DB 160 P 284
� \- � \ \\ \ � ll� I � I I ,' I_\'g ,
- \ -`�~ \\ ,- ` \ I .� / 19 1 ! l l I } y !I -y = /! ` \ �`\�` DB 180, Pg 488, DB 314, Pg 438 & 440
)PACE OF EXISTING I \ I I \ f \ 1
[� / I 1 � ;� \ 1 l! 1 `L `• �� i• — .'\ I I I .
PROPERTY LIN�I
,u,r
FACE OF PROPOSE
BULKHEADi8 ) , �� f I I f 1 F! ; % , / / O� ra coil oye�l ,
k
NdRM1 WATER LEVEL �.� �1 �1 11, j l ff' 1 C t.',1�� '] 11g
A EXISTING CONDITIONS & FUTURE UPLAND DEVELOPMENT PLAN
M1 M1 SCALE 1-80,
\-6 - • 1 �-----
a e _ �X Mb RINA EXISTING 1 Park'ng °{ 1 '
TO BE-ISNED_ BOAT RAMP 2` —shalt \ r
Nor 5, Reeve
D9. 299, PC259 Adkins 1�1
D9. 270, Pa 546 Arthur Curtis
D9. 275, PG. 523 \
( a
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NORMAL WATERLEVEi , \, �l Prop e t y
M, i1es dings, tCLin
r
ADJACENT RIPARIAN PROPERTY OWNER
Thelbert & Barbara James._.._.._,-
DB. 327, PG. 532711
244 RIVER DRIVE ` �\�= _=, J __, As
ARAPAHOE, NC 28510 -
e
$0 - -y- - Y _ 1 4 � ` � 7 / � ADJACENT RIPARIAN- --
/
,Fri .� \ , / PROPERTY OWNER
�� - �.K \
0o �� James R. &
R
ism
Julia H. McDonald
NORMAL. WATER LEVEL (SURVM)
D.B. 314, PG. 443
ZONE I LUT40SE RIAPRIAN SUFFER
ZM2 LNMT-WOSE RIPARIAN REEFER
75' CAMA AEC LINT (SET t7EYATION w) ORMAL WATER LEVEL
Neuse River
PREVIOUSLY PERMITTED RIP -RAP TO REMAIN JETTY
SHORELINE STABILIZATION '
Neuse River
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AND GAS TANKS WITH �G '
SECONDARY CONTAINMENT 1775
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SPOIL CONTAINMENT AREA
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WORK SEQUENCING:
1. THE EXCAVATION AND FILL SHALL PROCEED FROM WORK AREA 1
TO WORK AREA 2 TO WORK AREA 3.
2. A TURBIDITY CURTAIN SHALL BE PLACED ON THE DOWNSTREAM SIDE
OF EACH PHASE OF WORK.
A PROPOSED CONDITIONS - HORIZONTAL LAYOUT
M21 M2 i SCALE 1"= 80'
FACE OF
BULKHE
WY GANGPLANK��
(TW
W IC
i+J
ch
Yll 1
'1 rI t t Tan ••
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'CLOSED HEAD" SIGNAGE
j uory S. Reeve0,25 (TYPICAL OF 11) MOUNT
ff D8. 29fl, p.258
Adkins lAT HEAD OF ALL GANG
Co. 270, M 5" Arthur Curtis PLANKS LEADING TO DOCK
Ds. 275, PC. 52.3 \
y
� ■ s
ADJACENT RIPARIAN PROPERTY OWNER �� Tar
Thelbert & Barbara James x �•
DB. 327, PG. 532
244 RIVER DRIVE
ARAPAHOE, NC 28510
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Lot 30—DCL-
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Lot 30—F
Lot 30—F
MYRON &
ANN SMITH
811 SMITH
DRIVE
ATLANTIC,
NC 28511
AL WATER LEVEL
Minnesott Golf & Country Club
DB. 150, Pg. 121
806 COUNTRY CLUB DRIVE
1 ARAPAHOE, NC 28510
NOTE:
SEE FLOATING DOCK SYSTEM
PLAN, SHEET M7, FOR MORE
COMPLETE DOCK DIMENSIONS
AND DETAILS
LINE
NORMAL WATER LEVEL
z
_~ 6' WOOD "'4 .rr, S. w Nt]IGiAL RAftK LLYEL SS
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1 1
N'�?78��'12'x12' GAZk"E
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'I WAKE* SIGN
FACE VFA NEW
BULK
Io
1 RELEASE FOR PERMITS JKA 6/1/06
2 CAMA COMMENTS JKA 9/18/06 ��� GAgp��i���
3 CAMA COMMENTS JKA 12/05/06 •'%
NO. DESCRIPTION BY DATE
r • 1P�Y • �
Revisions �_�►.�;�s
EXISTING UPLAND AREA TO BE CUT
EXISTING AREA BELOW NORMAL ONATER
LEVEL TO BE FILLED
AREA BELOW NORMAL WATER LEVEL
TO BE DREDGED
EASEMENT AREA
Remaining Property of
Minnesott Golf & Country Club
Source: DB 150, PG 121, DB 160, Pg 284,
DB 180, Pg 488, DB 314, Pg 438 & 440
4
BOATRAMPAsphOlt P°r�jn °t111
Prop e ty ) o-
Mines dings, LC
10w� ,+
6MA
I
ADJACENT RIPA
PROPER TY 0 Wr
♦ Jam es R. &
Julia H. McDor
% D.B. 314, PG. 4z
`-NORMAL WATER LEVEL Neese>aSTING ROCK JETTY River
TO REMAIN
TURBID" CURTAIN
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—
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NORMAL WATER LEVEL
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ORARY HYDRAULIC DRADGE TEM �� i•iie �1� i//����/��� ��
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y1 / F�L1LI (7,139 SF) , -8 1 11
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WK M11
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A PROPOSED CONDITIONS - GRADING
M3 M3 SCALE 1"=80'
o
SILT FENCE
PROPOSED GRADE
TMBER TIE -BACK PILE
SEWAGE TREATMENTAISPOSAL AREA
n�m Y
�er
GALVANIZED
TIE ROD
10' (MINIMUM)
,er■t•rrau�nr
6' WIDE WOOD WALKWAY
B WOOD WALKWAY DETAIL - LANDSIDE
M3 I M3 NOT TO SCALE
mK
TIMBER WHALERS
-VINYL SHEET PILE
L VATIQN = -6.0'
8' WNIMUM
EMBEDMENT
PROPOSED BOTTOM ELEVATION =
VARIES BETWEEN -7.0' & -8.0'
o
NORMAL WATER LEVEL
CUT(5;7Q15 SH)
1 x
7.0
6' WIDE WOOD WALKWAY,,,
NORMAL WATER LEVEL
C WOOD WALKWAY DETAIL -WATERSIDE
M31 M3 NOT TO SCALE
=nir Wr ■ 5- .re .re wK ;eu x eei
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Lam
MK
a -
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Meuse River
Map `� i �rvm; fSd 70,5' 0-71 �l
1 RELEASE FOR PERMITS JKA 6/01/06
2 CAMA COMMENTS JKA 9/18/C6
3 CAMA COMMENTS JKA 12/05/06
N0. DESCRIPT€ON I BY I DATE
Revisions
EXIS-TiN µ AT RA
IN
\ EXISTING DOC
TO REMAIN
6' WI) WOOD W �-
-� �- - - _ ` i ` / i' L NDSIDE M3 M3
NEW'fi' WIDE BpARQWALK
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A WATER 'EV
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--441
�DIUS SF
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3.0 ORMAL WATER
cl EXISTING RO
TO REMAIN
FAC � OF N B EAO �
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CID
INSET A SCALE. 1
ACCESS C•ANAEL EASEMENT AREA
SEE INSET A, ABOVE EXISTING
` e EXISNG- BOAT 11,111
' -�,DkY DOCK
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, Plo{n Scold
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05125.DWG

WAYFARERS COVE
BENNETT ROAD
MINNESOTT .. BEACH, NORTH
SECTIONS
AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
CAROLINA P.O. BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone] FAX: [phone]
PROJECT NO. 05125
SCALE: AS NOTED
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NEUSE RIPARIAN BUFFER
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EXISTING ZONE 2 LIMIT
50' NEUSE RIPARIAN BUFFER
EXISTING ZONE 1 LIMIT
50' NEUSE RIPARIAN BUFFER
EXISTIN AORMAL WATER LEVEL
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AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
P.O. BOX 15564 NEW BERN, NORTH CAROUNA 28561
PHONE: [phone] FAX: [phone]
PROJECT NO. 05125
SCALE: AS NOTED
DRAWN BY: RRD
CHECKED BY: JKA
DATE:
I
7

i� ►
A ENLARGED HAUL -OUT AREA
M6 M6 SCALE 1"=20'
ULDW14 ULf— Ifl III F1MULUV I TVLLL — ,,v
1 HAULOUT WELL
M6 M6 HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=10'
6' WIDE WOOD WALKWAY
TYPICAL EACH SIDE
SHEET PILE BULKHEAD
----- NEW SHEET PILE BULKHEAD -
TRAVEL LIFT WHEEL ALIGNMENT
24.75-CONFIRM
i
SHEET PILE BULKHEAD -J
DESIGN DEPTH IN HAULOUT WELL = -7.0'
2 1 CROSS SECTION AT LIFT / LAUNCH PIER
��M6HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=10'
TOP OF BULKHEAD / PIER ELEVATION = 10.0'
WII' —
'_� 0 NORMAL WATER LEVEL
-5
—_ - 7
I
ANGLE
NORMAL WATER LEVEL
7
(7)TYPICAL BULKHEAD CONSTRUCTION
M6 M6 NOT TO SCALE
RECESSED INTERIOR
PIL4NG GUIDE
(OPTIONAL)
as
I I TIMBER PILE
a
oa
BRIDGE MEMBERS THRU BOLTED
TO FRAME MEMBERS
HD GALVANIZED STEEL RIENFORCED
INTERCONNECTIONS (STANDARD)
rD GALVANIZED STEEL
'APHRAM (AS SPECIFIED)
UTIL `Y CHASES LINED w/
MOr;OFILAMENT GEOTEXTILE FABRIC
(ST.-IDARD)
HD GALVANIZED STEEL
REINFORCED CLEAT CONNECTIONS
(STANDARD)
a
HD GALVINIZED
ANGLE BRACKET
INTERIOR AND EXTERIOR
1 RELEASE FOR PERMITS
2 CAMA COMMENTS
3 CAMA COMMENTS
NO. DESCRIPTION
Revisions
'STEM
JKA
6/01/06
JKA
9/18/06
JKA
12/05/06
BY
DATE
- 7.0' & - 8.0'
DECKING OPTIONS WITH 300
SERIES S/S SCREW FASTENERS
%o MECHANICALLY LAMINATED
DOUBLE BANDING (210 SERIES)
TRIPLE BANDING (310 AND 312 SERIES)
THRU BOLTED TO FRAME MEMBERS
4[ TIMBER PILE
43/" DELRIN LINED EXTERIOR PILING GUIDE
as \ (HOOP OR ROLLER TYPE) (OPTIONAL)
HIGH DENSITY POLYETHYLENE ENCASED, EPS FLOTATiOG
70% TO 100% COVERAGE (210, 310, 312 STANDARD)
DIAGONAL BRACING Sc CROSSMEMBERS
(STANDARD)
4 TYPICAL FLOATING DOCK ISOMETRIC DETAIL
WIVO NOT TO SCALE
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P_w
RELEASE FOR PERMITS I JKA 6/01 /06
GANGWAY
45,00'
45,00'-�-�
98.06'
45.00'
GANGWAY
on IIIIIIA
A FLOATING DOCK SYSTEM LAYOUT
M7 M7 SCALE 1"=40'
78.5a' —�
O�
35.25' 8.00'
, — 35.25' 35.25'
• t..+
35.00' -- 7r
83'
� 35.25' �'
35.00' �' w
o
GANGWAY
48.10'�i
V
. 45.00'
to
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0
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,1�--45,OQ'
I�—
,k— 34.25 34.25
® =PUMP OUT GANGWAY
0�FUEL PUMPS
0 FUEL TANK
d7-
GANGWAY
NOTE:
ALL FINGER PIERS ARE 3.5' WIDE
UNLESS OTHERWISE NOTED.
aVAIN
,�-- 78.50'
N
,­35.25' 8.00'
35.25' A
w
0
, — 34.25' flff34.�25-4
GANGWAY
s8.00'
• 40.00' 40.00' , --- — cr
cn
0
,�-40.00'
GANGWAY
B � INSET B - ENLARGED VIEW - SPOIL CONTAINMENT AREA
M3 I M7 J SCALE 1 "=40'
CONTAINMENT BASIN DATA:
TOTAL CONTAINMENT CAPAC)TY = 1,600 CY MAX.
SEQUENCE OF OPERATION:
1. OBTAIN ALL APPLICABLE PERMITS.
2, CONDUCT PRE CONSTRUCTION CONFERENCE.
3. INSTALL EROSION CONTROL DEVICES.
4. CLEAR, GRUB, STRIP BASIN AREA.
5. EXCAVATE BASIN AREA TO FORM CONTAINMENT DIKE.
6. INSTALL TEMPORARY SEEDING AND MULCH ON CONTAINMENT
BASIN OUTSIDE SLOPE AND TOP.
7. INSTALL INFLUENT AND EFFLUENT PIPING.
8. PERFORM DREDGING _ 1,600 CY MAXIMUM.
9. ALLOW SPOIL TO DEWATER,
10. EXCAVATE SPOIL AND TRANSPORT TO PERMANENT DISPOSAL SITE.
11. REPEAT STEPS 7-9 AS NEEDED TO COMPLETE DREDGING (5.8 CYCLES).
12. GRADE CONTAINMENT DIKE TO LEVEL BASIN AREA.
13. SEED AND MULCH ALL DISTURBED AREAS.
14. REMOVE EROSION CONTROL DEVICES.
ADDITIONAL DEWATFRING REQUIREMENTS:
1, THE DREDGING CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FULL 'ME
SUPERVISION OF THE DEWATERING OPERATION INCLUDING POSTING (1) FULL TIME
PERSON IN THE IMMEDIATE AREA OF THE CONTAINMENT DIKE TO ENSURE -HAT
DIKE EROSION, OVERTOPPING OR OTHER THREATING CONOiTIONS DOES NOT OCCUR.
THIS PERSON SHALL BE IN POSITION AND IN DIRECT COMMUNICATIONS WIT-i
THE DREDGE OPERATOR AT ALL TIME DURING DREDGING OPERATIONS.
88.00,
s8.00,
.lo 40.00' • 1 • 40.00' —�'1
0 C
,�— 40.00' .�- — 40.00'
10.00' 0,00'
GANGWAY GANGWAY
ro
PIPE
?8.50'
'7
LA
n
L
0
.�---35.25'
10.00',I
GANGWAY
18, J' , 18, 6'
11
2 CAMA COMMENTS JKA 9/18/06
3 CAMA COMMENTS JKA 12/05/06
NO. DESCRIPTION BY DATE
Revisions
78.50'
35,25' 8,00'
,�-35.2535.25'-7'
35.25' f 35.25'--- '
.�--34.25' 34.25'---�
10.00'
GANGWAY
BASIN DIKE ELEVATION = 18,0'
MAX. TOP OF SPOIL/WATER ELEVATION =
SILT FENCE 3 / ? % ` ram X r 3..
x f
EAR7HCN� Dfl()<=��Q{ SjR�fCT D. WISH fX,C AT10N` � . DREDGE SPOIL (1600 CY MAX, CAPACITY) _
9A+�ABQI IIYlYI
A110N = 12't NATURAL GRA➢E ELEVATION 12't
BAST BOTTOM ELEVATION = 9.5'
NOTES!
1. EARTHEN DIKE MATERIAL SHALL CONSIST OF CLEAN FILL MATERIAL 06TAINED FROM THE BASIN EXCAVATION.
ALL ORGANIC MATERIAL SHALT. BE STRIPPED FROM THE BASIN AND DIKE AREA AND SHALL NOT BE UTLIZED
IN THE DIKE CONSTRUCTION.
2. DIKE CONSTRUCTION SHALL OCCUR BY PLACING FILL MATERIAL IN MAXIMUM 6-INCH LIFTS, EACH LIFT SHALL BE
COMPACTED TO A MINIMUM OF 95% OF ASTM D 1557.
C CROSS SECTION C SPOIL CONTAINMENT BASIN
�_m_
T7M7) SCALE: 1 "=5'
SELF ANCHORING
7/ METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
S FILTER FABRIC
FLOW
3'
D SILT FENCE
M7 M7 NOT TO SCALE
-- 2 0'
0 O 0
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o ° o °cr OVER 12" LAYER OF STONE BASE
O o 0 0 0 COARSE
50' o°o°o
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_ o°o°o°o _ 10
EDGE OF EXISTING - /
ROADWAY PAVEMENT
E CONSTRUCTION ENTRANCE
M7 M7 NOT TO SCALE
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05125.DWG

VICINITY MAP
NOT TO SCALE
NORTH
•e
J)
� V
SITE DATA
TOTAL TRACT SIZE PHASE 1 34.85 AC.
PROPOSED SINGLE FAMILY LOTS
AVG» 5,000 SF 74
AVG. 10,000 SF 13
TOTAL LOTS 87
MIN_ LOT WIDTH 42'
MIN. LOT DEPTH 100'
RIGHT -OF --WAY WIDTH 40'
BUILDINGS
CLUBHOUSE / SHIP'S STORE 9.500 SF
POOLHOUSE 770 SF
DRY DOCK MARINA 8,575 SF
MARINA BUILDING 1,500 SF
DRY-DOCK BOAT STORAGE 96 SLIPS
IMPERVIOUS SURFACES
STREETS, PARKING, BOAT LOADING 196.495 SF
BUILDINGS (4) 20,345 SF
SIDEWALKS & POOL DECK 22,842 SF
5,000 SF LOTS (74 LOTS 0 2,800 SF/LOT) 207,200 SF
10,000 SF LOTS (13 LOTS 0 3,850 SF/LOT) 50.050 SF
TOTAL 496,932 SF
MAX. ALLOWED UNDER APPROVED PERMIT 497,000 SF
PARKING SPACES
DRY-DOCK MARINA & SHIP'S STORE 64 SPACES
PARKS & MARINA 43 SPACES
TOTAL 107 SPACES
DRAINAGE EASEMENT/SETBACK -----------
POND CONTOUR
PROPOSED CONTOUR
g O7.1
01'• _S
•~• F w �]
f �w
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75
' L
Av
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AV
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I ' �
• PACKAGE SEWER SYSTEM AREA
I (TREATMENT, DISPOSAL, REPAIR) 9N
' 1
AVUF-NI71F.S AREA
I {CLULS HpUS1i, Ppp1„
fENN15 C'Dl'1NJ5 A�,"D
ASSOCIA7ED PARKING) 1
I �o, -----•- a( .._.._.._..�•--••--•-..-•-- J----
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...............................�_CE----------------------- -----•#-------------------------------------
---- -��-- •----_••----'•_-- ��--•-----.. ..._..-.._.._,. _.. _.. _.---------•---'�---- --•-
1 DO' 0' 100• 200' 3U0'
I" 10U'
STORMWATER
APpR(vEa
MANAGFMF_NT I-•C9M S-0'.C'
�-r
rf 5
Michael C. Gallant PE, PA
Engineering / Consulting /Design
GALLANTMC@YAHOO COM
PO BOX 4039 SURF CITY, NC 28445
910.328.2188 FAX [phone]
SE L -
2 7 _
tNE •\0'
.e
LEGEND
SS GRIDER PUMP STATION 0 z U Q Z
+5 w
RDCENTER LINE -•-'-'-•-•-' m Z
WATER LINE CL qZ�
SANITARY SEWER LINE -- -- - - - o
'vzl
CATCH BASINS C` a1 CiSF, RiJ,
,1CT 96 R
SW )UNCTION BOX °
SW FLARED END SECTION FE5 70
RIGHT OF WAY ' '\
EDGE OF PAVEMENT ; '•\
PROPOSED SIDEWALK
LOT NUMBER 6
EXISTING CONTOUR ''"'''-• '�..
74,20 LF OF 24• HDPE �• �•''•F'�:°`--�•'i• \
SW PIPE ---------------- .�
BUFFER (NEUSE AND 75' AEC) r• �•
LOT LINES
BEARING AND DISTANCE N72- 9753-w �" •.••'•
100.00 !Y -�
WETLANDS -___� __ .••• tp,lzt„ S
:' •�• YS AED
SETBACKS
PROP LINE! PROJECT BOUND ------- ' •'+
9
>r 3 g
DRAWING I ND X
1 [ n
=r'w
SHEET NO. DESCIPTION
C1.0
COVER SHEET
C2.0
PRELIMINARY PLAN -SHEET A
C2.1
PRELIMINARY PLAN -SHEET B
C2.2
PRELIMINARY PLAN SHEET C
C2.3
PRELIMINARY PLAN SHEET D
C2.4
PRELIMINARY PLAN SHEET E
C2.5
PRELIMINARY PLAN CURVE AND LINE TABLES
C3.0
PAVING PLAN SHEET A
C3.1
PAVING PLAN SHEET B
C3.2
PAVING PLAN SHEET C
C3.3
PAVING PLAN SHEET D
C3.4
PAVING PLAN SHEET E
C3.5
PAVING PLAN DETAILS
C4.0
ROAD PROFILES STREET A
C4.1
ROAD PROFILES STREET B
C4.2
ROAD PROFILES STREET C
C4.3
ROAD PROFILES STREET D
C4.4
ROAD PROFILES ALLEYS A AND B
C4.5
ROAD PROFILES ALLEYS C AND D
C5.0
UTILITY LAYOUT SHEET A
C5.1
UTILITY LAYOUT SHEET B
C5.2
UTILITY LAYOUT SHEET C
C5.3
UTILITY LAYOUT SHEET D
C5.4
UTILITY LAYOUT SHEET E
C5.5
UTILITY LAYOUT DETAILS
C6,1
GRADING SHEET A
C6.2
GRADING SHEET B
C6.3
GRADING SHEET C
C6.4
GRADING SHEET D
C6.5
GRADING SHEET E
C7.10
DRAINAGE BASIN 1 LAYOUT
C7.12
DRAINAGE BASIN 1 PROFILES
C7.14
DRAINAGE BASIN 1 DETAILS
C7.20
DRAINAGE BASIN 2 LAY OUT
C7.21
DRAINAGE BASIN 2 DETAILS
C7.40
DRAINAGE BASIN 4 LAYOUT
C7.41
DRAINAGE BASIN 4 PROFILES
C7,44
DRAINAGE BASIN 4 DETAILS
C7.50
DRAINAGE BASIN 5 LAYOUT
C7.51
DRAINAGE BASIN 5 DETAILS
C7.60
DRAINAGE BASIN 6 LAYOUT
C7.61
DRAINAGE BASIN 6 DETAILS
C7.71
LEVEL SPREADER 156
C7.72
LEVEL SPREADER 156 DETAILS
C7.73
LEVEL SPREADER 2
C7.74
LEVEL SPREADER 4
PRELIMINARY PLAN -COVER
MINNESSOTT BEACH HOLDINGS, LLC
BENNETT PLACE RD
MINNESOTT BEACH, NC
i
DRAWN BY. MCG
RECEIVED
FEB 0 6 2008
_ -DWQ
PROD #
0
..,1290-05 XBaselwayfarer base.dgn 2/4/2008 2:19:01 PM
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Aw
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CA
m
LEGEND
SS GRIDER PUMP STATION
RD CENTER LINE
............
WATER LINE
SANITARY SEWER LINE
--- --- --- --- -- -
CATCH BASINS
CB 41
up
SW JUNCTION BOX
JCT 960
SW FLARED END SECTION
FES 70
w
RIGHT OF WAY
EDGE OF PAVEMENT
PROPOSED SIDEWALK
- - -- ---
LOT NUMBER
6
EXISTING CONTOUR
SW PIPE _ _
74-20 LF`OF 24" HOPE_
BUFFER (NEUSE AND 75' AEC)
LOT LINES
BEARING AND DISTANCE
WETLANDS
SETBACKS
N 72.59'53"W
100.00'
PROP LINE/ PROJECT BOUND -
DRAINAGE EASEMENT/SETBACK -----------
POND CONTOUR
PROPOSED CONTOUR
UTILITY NOTES:
WATER
1. ALL WATER LINE TO BE C-900 UNLESS OTHERWISE NOTED ON PLAN.
2. MINIMUM COVER FOR ALL LINES IS 3' BELOW FINISHED GRADE.
3. ALL BENDS TO BE BLOCKED AS PER AWWA DETAIL.
4. SEE PENDER COUNTY SPECIFICATIONS FOR ALL TRENCHING AND BACKFILLING OF LINES.
5. IN INSTANCES WHERE SEVERAL BENDS ARE WITHIN CLOSE PROXIMITY OF
EACH OTHER, RODDING OF LINES MAY BE REQUIRED IN ADDITION TO BLOCKING.
ENGINEER SHALL BE NOTIFIED AND CONSULTED IN ANY SUCH INSTANCES.
6. ALL MATERIALS ARE TO MEET OR EXCEED PENDER COUNTY SPECIFICATIONS,
A COPY OF THE SPECIFICATIONS IS AVAILABLE FROM ENGINEER. (910-328-2188
7. ALL CROSSINGS OF WATERLINE AND SEWER OR STORM SEWER LINES ARE TO BE VISUALLY
INSPECTED BY THE ENGINEER. IN CASES WHERE WATER LINE CROSSES OVER SEWER OR STORM
SEWER LINES, 18" (24" FOER STORMWATER) OF VERTICAL CLEARANCE SHALL BE MAINTANED,
IF THIS CLEARANCE CANNOT BE MAINTANED BOTH THE SEWER AND WATER LINES SHALL BE IN DUCTILE IRON PIPE
WITH 20' JOINTS CENTERED ON THE CROSSING. IN THE EVENT WHERE WATERLINE CROSSES UNDER
SEWER OR STORM SEWER LINE ALL LINES IN QUESTION SHALL BE IN DUCTILE IRON PIPE WITH
20' JOINTS CENTERD ON THE CROSSING, ALL CROSSINGS ARE TO BE INSPECTED BY THE ENGINEER.
ALL CROSSINGS ARE TO MEET OR EXCEED T15A:18C.906 (PAGE 41 IN THE "GREEN" BOOK)
B. ALL WATER SERVICES ARE TO BE TYPICAL 2 " RESIDENTIAL SERVICES OF HDPE LINE UNLESS
OTHERWISE NOTED ON THE PLAN. EACH BUILDING TO BE SERVED BY A GANG METER ASSEMBLY.
9. ENGINEER SHALL BE NOTIFIED BEFORE WORK BEGINS AND OFFERED THE OPPORTUNITY
TO INSPCT ALL MATERIALS.
10. ALL VALVE BOXES ARE TO BE INSTALLED WITH CEMENT 'DONUTS" AT GRADE UNLESS LOCATED IN
PAVEMENT. A CONCRETE MONUMENT IS TO PLACED ADJACENT TO ALL VALVES. SEE PENDER COUNTY SPECS.
11, THE LOCATION OF ALL VALVES, LINES AND SERVICES SHALL
BE LOCATED AND SURVEYED, WITH THE DATA TRANSFERED TO CAD (DWG) FORMAT AND
PROVIDED TO THE ENGINEER BY A NCPLS.
12. THE ENGINEER SHALL BE PRESENT AT ALL SYSTEM TEST, SUCH AS PRESSURE AND DISINFECTION
TESTS.
13. THE CONTRACTOR/DEVELOPER SHALL MAKE ARRRANGEMENTS FOR ANY PORTION OF THE
SYSTEM TO BE UNCOVERED FOR INSPECTION UPON REQUEST BY THE ENGINEER,
14. FAILURE TO NOTIFY THE ENGINEER OF TESTING, CROSSING INSPECTIONS OR OTHER SIGNIFICANT
EVENTS IN THE SYSTEM CONSTRUCTION SHALL RESULT IN THE ENGINEER REOUIRING SAID
PORTIONS OF THE SYSTEM TO BE EXCAVATED FOR INSPECTION.
15. ALL TESTING FOR LEAKAGE SHALL BE ACCORDING TO AWWA STANDARDS. A STATIC PRESSURE OF
150 PSI SHALL BE MAINTAINED ON ALL LINES FOR AT LEAST TWO HOURS AND VERIFIED BY THE ENGINEER.
16. DISINFECTION OF ALL LINES SHALL BE IN ACCORDANCE WITH T15A:18C.1003 (PAGE 43 IN THE "GREEN"
BOOK), tHIS SECTION CALLS FOR 24 HOUR CONTACT WITH HYPOCHLORITE SOLUTION, 50 PPM OF FREE
CHLORINE RESIDUAL. AFTER 24 HOURS THE SYSTEM IS TO BE FLUSHED AND BACTERIOLOGICAL SAMPLES
ARE TO BE TAKEN. THE ENGINER SHALL BE PROVIDED WITH COPIES OF ALL TEST REPORTS FROM A
NC CERTIFIED LABORATORY SHOWING AN ABSCENCE OF BACTEIA IN THE LINES.
GRAVITY SEWER AND FORCE MAINS
1. THE MINIMUM SLOPE FOR ALL GRAVITY SEWER LINES IS 5% UNLESS
OTHERWISE NOTED ON THE PLANS.
2. FAILURE TO CONSTRUCT ANY LINE WITHIN 10% OF THE
DESIRED GRADE WILL RESULT IN THE SYSTEM NOT BEING CERTIFIED BY THE ENGINEER.
F OR , b% 5L01't l ht MINIMUM AC ULPTABLL SLOPE WOULD BE . 457.)
ALL CROSSINGS OF WATER OR STORM SEWER LINES SHALL BE INSPECTED BY THE ENGINEER.
4. AT ALL TMES, WHENEVER POSSIBLE, MAINTAIN A HORIZONTAL SEPARATION OF 10' BETWEEN
WATER, STORM SEWER AND SEWER LINES.
5. SEE PENDER COUNTY SPECIFICATIONS FOR ALL MATERIAL,
6. ALL SANITARY LINE SHALL BE C-900 PVC UNLESS OTHERWISE NOTED. SERVICE LINES SHALL BE
SCHD 40 PVC.
7. ALL MANHOLES ARE TO BE 4' PRECAST CONCRETE WITH A 6" EXTENSION ON THE BOTTOM.
8. FOR MANHOLES OVER 8' DEEP, AN 8" EXTENDED BASE SHALL BE USED. MANHOLES EXCEEDING
15' IN DEPTH SHALL HAVE AN EXTEDED BASE OF 12".
9. ENGINEER SHALL BE NOTIFIED BEFORE ALL WORK BEGINS. ENGINEER SHALL INSPECT
ALL MATERIALS INCLUDING PIPE, MANHOLES, WET WELSS ETC, BEFORE WORK BEGINS.
10. TESTING -ALL MANHOLES SHALL BE VACCUM TESTED FOR LEAKS. ALL LINES, INCLUDING
LATERALS SHALL BE LEAK TESTED BY PRESSURIZING THE SYSTEM WITH 2 FT OF HEAD,
ALL GRAVITY LINES BE TAPED AND RECORDED FOR ALIGNMENT BY REMOTE CAMERA EQUIPMENT,
IN ADDITION ALL MAINS SHALL BE TESTED FOR DEFLECTION USING A MADREL, DEFLECTION SHALL
NOT EXCEED 5%
11. ALL FORCE MAINS SHALL BE PRESSURE TESTED. ALL FORCE MAINS SHALL WITHSTAND
A STATIC PRESSURE OF 150 PSI FOR TWO HOURS.
12. ALL DROP MANHOLES EXCEEDING 24" IN INVERT ELEVATION SHALL BE OUTSIDE DROP ONLY.
13. IN ALL INSTANCES, INSTALLATION OF GRAVITY SEWER AND FORCE MAIN LINES SHALL CONFORM TO
THE MINIMUM DESIGN CRITERIA SET OUT BY NCDENR-DWQ. (STANDARDS AVAILABLE ONLINE)
14. ALL MANHOLE LIDS ARE TO BE GASKET/ BOLT DOWN FLOOD PROOF COVERS SEE DETAIL SHEET.
PAVING
1. SIDEWALKS SHALL GRADE AWAY FROM THE ROAD PAVEMENT AT 2%, UNLESS A CURB AND
GUTTER SYSTEM IS UTILIZED. IF CURB AND GUTTER IS USED THEN THE SIDEWALK SHALL SLOPE
TOWARD THE GUTTER AT 2%. THE CROSS SLOPE FOR ROAD SECTIONS SHALL SLOPE 2% FROM
THE CENTERLINE UNLESS OTHERWISE NOTED.
2, SIDEWALKS SHALL BE 5' WIDE AND 5" THICK. ALL SIDEWALKS SHALL USE GOOD QUALITY 4000 PSI
28 DAY CONCRETE MIX OR BETTER. ALL SIDEWALKS SHALL BE FORMED IN PLACE ON GOOD SOILS.
IF UNSUITABLE SOIL IS ENCOUNTERED, IT SHOULD BE EXCAVATED AND REPLACED WITH CLEAN
COMPACTED FILL.
2. ALL SUBDIVISION ROADS SHALL BE PAVED ACCORDING TO THE STANDRDS AND METHODS IN
THE NCDOT "SUBDIVISION ROADS -MINIMUM CONSTRUCTION STANDARDS" MANUAL.
THE PAVING CONTRACTOR 15 RESPONSIBLE FOR KEEPING ALL RECORDS OF MATERIALS AND RESULTS OF
ALL TESTING AND BORINGS TO ASSURE COMPLIANCE WITH NCDOT STANDARDS. THE PAVING CONTRACTOR SHALL
FORWARD A COPY OF ALL RECORDS AND TEST RESULTS PERFORMED BY A CRRTIFIED LABORATORY TO INSURE PAVING
PERFORMANCE.
STORMWATER
1. ALL STORMWATER DEVICES INCLUDING INFILTRATION BASINS AND LEVEL SPREADERS ARE TO BE
PROTECTED FROM EROSION USING STANDARD SEDIMENTATION CONTROL PRACTICES,
2. ALL STORMWATER DEVICES SHALL BE KEPT FREE OF SEDIMENT. IF INFILTRATION BASINS OR WET DETNTION BASINS
ARE USED FOR SEDIMENT TRAPS OR AS OTHER EROSION CONTROL MECHANISMS, DEVICES ARE TO BE PROTECTED FROM
GRADING THAT WILL INTERFERE WITH GROUNDWATER S£PARTATION REGULATIONS. ALL ACCUMULATED
SEDIMENT SHALL BE REMOVED BEFORE THE DEVICE IS FINAL GRADED AND SEEDED.
3.IN NO CASE SHALL AN AREA DESIGNATED FOR INFILTRATION OR A FILTER STRIP BE EXCAVATED TO A DEPTH BELOW THE FINAL
STRUCTURE DEPTH SHOWN ON THE PLANS.
4. CONSTRUCTION SEQUENCE- ALL GRADING OF THE SITE SHALL PROGRESS IN AN ORDERLY FASHION SO AS NOT TO DISTURB ANY AREAS
SET ASIDE AS INFILTRATION BASINS OR FILTER STRIPS. BEFORE THE DEVICE IS PUT INTO SERVICE, THE DEVICE SHALL BE SURVEYED BY A
NC PLS TO VERIFY THE CORRECT INVERTS, SIDE SLOPES RIM ELEVATIONS AND OTHER PERTINENT DATA. THE DEVICE SHALL BE SEEDED
AND A SUITABLE GOUND COVER SHALL BE ESTABLISHED ACCORDING TO THE PLAN, A REGISTERED NC SOIL SCIENTIST SHALL
CONFIRM THE SOILS CHARACTERISTICS MATCH THE PLANS SPECIFICATION PRIOR TO THE DEVICE BEING PUT INTO SERVICE.
5. ALL THE STEPS LISTED IN PART 4 ABOVE SHALL BE COMPLETED BEFORE THE SYSTEM IS CERTIFIED BY A NC PROFESSIONAL ENGINEER.
THE DEVICE IS NOT TO BE PUT INTO SERVICE AND THE SYSTEM UTILIZED UNTIL CERTIFIED BY A NC PROFESSIONAL ENGINEER.
GENERAL NOTES
1. PENDER COUNTY STAFF SHALL BE GIVEN THE OPPORTUNITY TO INSPECT ALL MATERIALS
SHALL BE NOTIFIED BEFOR ALL WORK BEGINS, AND CONTACTED FOR ALL TESTING OF UTILITY
SYSTEMS.
2. ALL EXISTING UTILITIES SHALL BE LOCATED BEFORE ANY WORK BEGINS,
3. ALL WORK SHALL PROCEED IN A SAFE MANNER COMMENSURATE WITH STANDARD INDUSTRY
PRACTICES, OSHA AND NC DEPT OF LABOR REGULATIONS,
4. ALL WORK SHALL BE DONE TO THE SATISFACTION OF THE CITY UTILITY DEPARTMENT AND
THE DESIGN ENGINEER,
5. CONTACT THE ENGINEER AT 910-328-2188 WITH ANY QUESTIONS.
6. CONTRACTOR SHALL NOT PROCEED WITHOUT FIRST OBTAINING A COPY OF ALL PERMITS.
4W7
300'
Michael C. Gallant PE, PA
Engineering /Consulting /Design
[e-mail]
PO BOX 4039 SURF CITY, NC 28445
910.328.2188 FAX [phone]
PRELIMINARY
VICINITY MAP
NOT TO SCALE
tiFj
PLAN
NORTH
4
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MINNESSOTT BEACH HOLDINGS, LLC
BENNETT PLACE RD
MINNESOTT BEACH, NC
DRAWN BY: MCG
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CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
CH DIR
C154
43,64
32,00
40,34
N32"20'08"W
C155
85,82
120,00
84,00
N82044'08"W
C156
78,41
140,00
77,39
N84010'10"E
C157
16,59
140.00
16r58
S76°23'31"E
C161
11.00
7,00
9.90
S23°5323"W
C162
18,12
17,00
17.27
N80034'46"W
C163
18,12
17,00
17,27
N51038'27"W
C164
18,87
32,00
18r59
S04013'11"E
C165
18,87
32,00
18,59
N5105958"E
C166
25,23
45,00
24.90
S66006'37"E
C167
123r75
45,00
88.28
N66°06'37"W
C168
121r95
220.00
120,40
N05013'48"W
C169
96,53
180.00
95,38
N05044'50"W
C170
236,14
355,00
231,81
N87056'45"E
C171
176,09
395,00
174.63
S85046'08"E
C172
44,42
80,00
43,85
N87°18'56"W
C173
79,29
76,00
75,74
S46053'23"W
C174
121,02
116,00
115,61
S46°53'23"W
C175
74.18
80,00
71.55
S47040'30"E
C176
111,27
120.00
107,33
N47°40'30"W
C177
8,13
7,00
7,68
S89°00'22"W
C178
11,38
7.00
10,17
N14002'57"E
C179
34,58
120,00
34,46
S65°59'04"E
C180
50,05
130,00
49,74
N71038`33"E
C181
13,21
170,00
13,21
N57°58'00"E
C182
23,89
120r00
23,85
S26°48'45"E
C183
74,19
80,00
71,56
N47040'18"W
C184
99,08
80.00
92,87
S56°35'28"E
C185
151,99
45,00
89,37
N25°43'35"E
C186
32,87
32,00
31,44
N41°36123"W
C187
28.91
36,54
28,17
S34050'53"E
C188
80r79
220,00
80.34
N81°33'07"W
C189
66,10
180,00
65,73
N81033'07"W
C190
148.91
120,00
139,54
S5603933"E
C191
195,55
45,00
74,18
N62014'40"E
LINE TABLE
LINE
LENGTH
BEARING
L206
419,08
N21°06'37"W
L207
520,37
N21006'37"W
L208
220,07
N17°00'07"E
L209
185,00
N17°00'07"E
L210
369,90
N72°59'53"W
L211
104,83
N72°59'53"W
L212
105,00
N72°5953"W
L213
105,00
N72°59'53"W
L214
104,83
N72"59'53"W
L215
4,67
N72°59'53"W
L216
135,17
N72°59153"W
L217
105,00
N72059'53"W
L218
105,00
N72°59'53"W
L219
40,00
N17000'07"E
L220
128.00
N21°06'37"W
L221
10,00
N17°00'07"E
L222
50,00
N72059'53"W
L223
59.79
N72°59'53"W
L224
38.30
N72°5953"W
L225
71,49
N72°59'53"W
L226
10,00
N17000'07"E
L227
149,46
N21°06'37"W
L228
123.69
N72°59'53"W
L229
196,74
N68053'23"E
L230
139.63
N21006'37"W
L231
139.61
N21006'37"W
L232
169,22
N68°53'23"E
L233
104,83
N72°59'53"W
L234
105,00
N72059'53"W
L235
105,00
N72059- 53"W
L236
100.00
N17000'07"E
L237
100,00
N17000'07"E
L238
40,11
N72059'53"W
L239
105,00
N72°59'53"W
L240
104,83
N72°59'53"W
L241
233.01
N17000'07"E
L242
7.07
N27059'53"W
L243
5,00
S72"59'53"E
L244
454,98
N76"46'38"E
L245
454,98
N76046'38"E
L246
268,08
N17°00'07"E
L247
88,53
S21006'37"E
L248
84,85
S21006'37"E
L249
7,07
S66°06'37"E
L250
71,35
N57"30'55"W
L251
279,63
S71001'55"E
L252
149,62
S71001'55"E
L253
169.87
S71001'551"E
L254
88,55
S21°06'37"E
L255
88,54
S21"06'37"E
L256
64.24
N62014'55"W
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CONCRETE CURBING
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PAVING PLAN -SHEET A PRELIMINARYFOR
NOT
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r
Michael C. Gallant PF, PA
Engineering / Consulting /Design
GAL.LANTMC [e-mail]
PO BOX 4039 SURF CITY, NC 28445
910.328.2188 FAX [phone]
NEUSSE RIVERYATCH CLUB AT MINNESOTT BEACH
BENNETT PLACE RD
MINNESOTT BEACH, NC C390
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PAVING PLAN -SHEET B PRELIMINARY PLAN
NOT FOR CONSTRUCTION
� Michael C. Gallant PE, PA
Engineering / Consulting /Design
[e-mail]
' PO BOX 4039 SURF CITY, NC 28445
910.318Z 188 FAX [phone]
SM
NEUSSE RIVERYATCH CLUB AT MINNESOTT BEACH
BENNETT PLACE RD
MINNESOTT BEACH, NC
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Michael C. Gallant PE. PA
Engineering / Consulting / Design
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PO BOX 4039 SURF CITY, NC 28445
910.328.2188 FAX [phone]
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ASPHALT ROADS M
CONCRETE CURBING
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GUIDELINES FOR WHEELCHAIR RAMPS & DEPRESSED CURBS
SD 8-10
NOT TO SCALE
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PAVING NOTES
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TOWARD THE GUTTER AT 2%. THE CROSS SLOPE FOR ROAD SECTIONS SHALL SLOPE 2% FROM
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28 DAY CONCRETE MDC OR BETTER ALL SIDEWALKS SHALL BE FORMED IN PLACE ON GOOD SOILS.
IF UNSUITABLE SOIL IS ENCOUNTEM, rr SHOULD BE EXCAVATED AND REPLACED WITH CLEAN
COMPACTED FILL.
2. ALL SUBDIVISION ROADS SHALL BE PAVED ACCORDING TO THE STANDRDS AND METHODS IN
THE NCDOT "SUBDIVISION ROADS -MINIMUM CONSTRUCTION STANDARDS" MANUAL.
THE PAVING CONTRACTOR IS RESPONSIBLE FOR KEE NG ALL RECORDS OF MATERIALS AND RESULTS OF
ALL TESTllrTG AND BORINGS TO ASSURE COMPLIANCE WITH NCDOT STANDARDS. TM PAVING CONTRACTOR SHALL
FORWARD A COPY OF ALL RECORDS AND TEST RESULTS PERFORMED BY A CRETJPIED LABORATORY TO INSURE PAVING
PERFORMANCE.
8' BASE COURSE AND
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8" BASE
APPROX. 3922 LF OF 5" THICK 5' WIDE
SIDEWALK
APPROX. 10033 LF OF CURBING
NOTE:ALL PAVING AND SIDEWALK QUANTITIES ARE
APPROXIMATED FROM THE PLAN. PAVING CONTRACTOR
SHOULD VERI FY ALL QUANTITIES.
STANDARD CURB SECTION `A'
SEE DETAIL
2' MIN'----
8' BASE COURSE AND
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LEGEND
SS GRIDER PUMP STATION
RD CENTER LINE
WATER LINE
SANITARY SEWER LINE
CATCH BASINS
41
sp
SW JUNCTION BOX
xT 96 o
SW FLARED END SECTION
*FES 70
RIGHT OF WAY
-----------
EDGE OF PAVEMENT
PROPOSED SIDEWALK
-- ---
LOT NUMBER
EXISTING CONTOUR
SW PIPE . `+_xo lr oa a+_ t ..
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LOT LINES
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BEARING AND DISTANCE
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-------
SETBACKS
— — — -
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DRAINAGE EASEMENT/SETBACK - - - - - - -
POND CONTOUR
PROPOSED CONTOUR
NOTE:
BASINS 1A AND 1B ARE SERVED BY PONDS 1A AND 1B.
SEE CALCULATIONS AND LISTING OF IMPERVIU❑S AREAS
AND OTHER DATA ON SHEET C7.14
FOR THESE BASINS THE BOUNDARY IS DRAWN AROUND
BOTH AREAS AND THE C❑LLECTI❑N SYSTEM IS ONE
SYSTEM, THE SPLIT HAPPENS AT THE POND INLETS.
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/ .� /
24 HD'E
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i , SETBACK
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f rf � 1fb j 1 v
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3' MI
4. 11 57 STONE BED
1' MIN
DIEf
S RIBUTIDN SVALE TE) BE LAID ALONG R077 M DF BASIN
TO DISPERSE FLOW. USE 4: RIP RAP BEDDED ON 957 STDNE.
SVALE TD BE LEVEL FRDM INLET PIPE INVERT.
DISPERSION SWALE
NTS
FLARED END SECTION 93
SEE DETAIL ON THIS PAGE
f .f
■
■■■■:
■■■■
4" OF CLEAN SAND ON BASIN BOTTOM
POND SECTION A -A SCALE: I " = 10'
NOTE:ALL BASINS SIDE SLOPESTO BE
FINISHED LANDSCAPED WITH SOD DOWN
TO PROPOSED TEMPORARY POOL ELEVATION
ELE TO BE EVEN WITH
BASIN RI�
X10PTCAP
4 X 4 PT WAIL X 4 PT WAILER
\\-40P WATER SURFACE
PVC "C" CHANNEL
BAFFLE WALL
SIN BOTTOM
I 1 I� ICI I
MINIMUM BURY
DEPTH OF 2.5'
NOTE:
1. BAFFLE WALL TO BE CONSTRUCTED OF PVC
CHANNEL SHEET PILE.
2. MINIMUM BURY DEPTH OF 2.5'
BELOW BOTTOM OF BASIN. CONTRACTOR
TO INSTALL WALL TO ASSURE RIGIDITY AND
STRUCTURAL SOUNDNESS.
30. CAP WITH PT LUMBER AS SHOWN
BAFFLE WALL CROSS SECTION
NTS
NOTE:
IF BASINSARE USED FOR SOIL EROSION PURPOSES
AS SEDIMENT TRAPS OR SIMALR DEVICES,THE BASINS
ARE NOT TO BE EXCAVATED ANY DEEPER THAN
THE BOTTOM ELEVATIONS SHOWN. BEFORE FINAL
GRADING OFTHE BASINSALL SEDIMENT ISTO BE REMOVED
ANY ADDITIONAL FILL REQUIRED WILL BE CLEAN SAND.
NOTE: DUAL FLARED END SECTIONS TO SPLIT FLOW
BETWEEN PONDS. INSTALL WITH BOTH OUTLETS
AT THE SAME INVERT EOUAL TO THE BOTTOM
ELEVATION.
PRECAST CONCRETE BOX
•5
END
MHH RING AND GRAWITTE
FLARED END SECTION FLOW
SPUTTER BOX
NOTE:
PONDS IAAND I B SERVE DRAINAGE BASIN
I A AND I B. THESE BASINS REPRESENT EQUAL
PARTS OF THE COMBINED AREA. THIS AREA
DRAINS TO A COLLECTION SYSTEM WHICH
SPLITS THE FLOW AT THE POND INLET, FES 93.
(SEE DETAILTHIS PAGE)
POND 1A
AREA
171163
SF
CURBING
1320
SF
ROAD
27037
SF
SIDEWALK
4115
SF
LOTS
53050
SF
CLUBHOUSE/POOL DECK
5500
SF
TENNIS COURTS
7200
SF
TOTAL IMPERVIOUS
98222
SF
C
0.62
i
6.41
I=1
1
Q
15.7
CFS
Q 1
0.38668
VOL 1.0" OF RUNOFF
8185.125
CU FT
INFILTRATION RATE
10
IN/HR
AREA POND BOTTOM
3812
SF
POND BOTTOM ELE
13.0
FT
TEM POOL SA
6473
SF
TEMPORARY POOL ELE
14.7
FT
VOLUME PROVIDED
8634.384
CU FT
DRAWDOWN TIME 0.11 DAYS
simple method volume
RV 0.566463
RD 1 in
V 8079.792 CU FT
INCH ACRES OF RUNOFF 2.225838
POND 1 B
AREA
171163
SF
CURBING
1320
SF
ROAD
27037
SF
SIDEWALK
4115
SF
LOTS
53050
SF
CLUBHOUSE/POOL DECK
5500
SF
TENNIS COURTS
7200
SF
TOTAL IMPERVIOUS
98222
SF
C
0.62
i
6.41
i=1
1
Q
15.7
CFS
Q 1
0.38668
VOL 1.0" OF RUNOFF
8185.125
CU FT
INFILTRATION RATE
10
INIHR
AREA POND BOTTOM
3812
SF
POND BOTTOM ELE
13.0
FT
TEM POOL SA
6473
SF
TEMPORARY POOL ELE
14.7
FT
VOLUME PROVIDED
8634.384
CU FT
DRAWDOWN TIME 0.11 DAYS
simple method volume
RV 0.566463
RD 1 in
V 8079.792 CU FT
INCH ACRES OF RUNOFF 2.225838
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PROFILE FOR POND 2
4" OF CLEAN SAND ON BASIN BOTTOM FLARED END SECTION 13
POND SECTION A -A SCALE: I" = 10'
7
NOTE;
IF BASINS ARE USED FOR SOIL EROSION PURPOSES
AS SEDIMENTTRAPS OR SIMALR DEVICES,THE BASINS
ARE NOT TO BE EXCAVATED ANY DEEPER THAN
THE BOTTOM ELEVATIONS SHOWN. bEFORE FINAL
GRADING OFTHE BASINSALL SEDIMENT ISTO BE REMOVED.
ANYADDITIONAL FILL REQUIRED WILL BE CLEAN SAND
NOTE: ALL BASINS SIDE SLOPESTO BE
FINISHED LANDSCAPED WITH SOD DOWN
TO PROPOSED TEMPORARY POOL ELEVATION
r;
AREA 112829 SF
CURBING 4466 SF
ROAD 15996 SF
SIDEWALK 0 SF
LOTS 58000 SF
TOTAL IMPERVIOUS 78462 SF
C 0.70
i 6.41
Q 11.7 CFS
VOL 1.0" OF RUNOFF 6538.5 CU FT
AREA POND BOTTOM 1775 SF
POND BOTTOM ELE 9.5 FT
TE M POOL SA 4240 SF
TEMPORARY POOL ELE 12.0 FT
VOLUME PROVIDED 7291.331 CU FT
DRAWDOWN TIME 0.920952 DAYS
simple method wlume
RV 0.675866
RD 1 in
V 6354.771 CU FT
INCH ACRES OF RUNOFF 1.750626
4° RIP RAP
4" # 57 ST❑NE BED
INLET PIPE INVERT
NOTE:
DISTRIBUTION SWALE TO BE LAID ALONG BOTTOM OF BASIN
TO DISPERSE FLOW. USE 4: RIP RAP BEDDED ON #57 STONE,
SWALE TO BE LEVEL FROM INLET PIPE INVERT.
DISPERSION
NTS
SWALE
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LEGEND
SS GRIDER PUMP STATION a
RD CENTER LINE -•--
WATER LINE — -
SANITARY SEWER LINE — -
CATCH BASINS
C8 41
0.
SW JUNCTION BOX
xr 96 •
SW FLARED END SECTION
aFES 70
RIGHT OF WAY
-----------
EDGE OF PAVEMENT
PROPOSED SIDEWALK
- -
LOT NUMBER
6
EXISTING CONTOUR
SW PIPE - u,?o+r pr2_•:. _.
BUFFER (NEUSE AND 75'
AEB�-•----
LOT LINES
- - - - - --
BEARING AND DISTANCE
"72-W5w
lomw
WETLANDS
-------
SETBACKS
— — -- —
PROP LINE/ PROJECT BOU tI3-••-••--
DRAINAGE EASEMENT/SETBACK- - - - - - - '
POND CONTOUR
PROPOSED CONTOUR
NOTE:
BASINS 4A AND 4B ARE SERVED BY PONDS 4A AND 4B,
SEE CALCULATI❑NS AND LISTING OF IMPERVIU❑S AREAS
AND OTHER DATA ON SHEET C7,44
FOR THESE BASINS THE BOUNDARY IS DRAWN AROUND
BOTH AREAS AND THE C❑LLECTI❑N SYSTEM IS ONE
SYSTEM. THE SPLIT HAPPENS AT THE POND INLETS,
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DRAINAGE BASINS 4A &4B/ PONDS 4A &4B
Michael C. Gallant PF, PA
Engineering 1 Consulting ! Design
GALLANTM C(CD- YAHOO. COM
PO BOX 4039 SURF CITY, NC 28445
910.328.2188 FAX [phone]
SM
MINNESSOTT BEACH HOLDINGS, LLC
BENNETT PLACE RD
MINNESOTT BEACH, NC
DRAWN BY. MCG
C7,s4
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AnyAl S
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NOTE:
IF BASINS ARE USED FOR SOIL EROSION PURPOSES
AS SEDIMENT TRAPS OR SIMALR DEVICES, THE BASINS
ARE NOT TO BE EXCAVATED ANY DEEPER THAN
THE BOTTOM ELEVATIONS SHOWN. bEFORE FINAL
GRADING OF THE BASINS ALL SEDIMENT IS TO BE REMOVED.
ANY ADDITIONAL FILL REQUIRED WILL BE CLEAN SAND.
CB 8
1 �,•
48.27 F 0 �•�
24�,HpPE
}
-
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Ss - '
f • - r - ` � � 1 Is otulMnce twse�nrn r
AO?- - l �2/.73 J-F_0F 5s, 3 LF OF
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DISPERSION SWALE �'� 1 '•
I S' DRANAf£ FAMM&IT!
WMCK
POND 4A
��4,3.� LF OF
24„ PE
A C B 24
10.75 LF, CB
24" 11,E ECB
_ 1
.I• - SJ
r
- 24
1 1
20' 0' 20' 40' 60'
Ln
1' =20'
ELE TO BE EVEN WITH
BASIN RIV\
X 10 PT CAP
4 X 4 PT WAIL X 4 PT WAILER
01
op
\40P WATER SURFACE
PVC "C" CHANN
BAFFLE WALL
SIN BOTTOM
E
MINIMUM BUR
DEPTH OF 2.5'
NOTE:
1. BAFFLE WALL TO BE CONSTRUCTED OF PVC
CHANNEL SHEET PILE.
2. MINIMUM BURY DEPTH OF 2.5'
BELOW BOTTOM OF BASIN. CONTRACTOR
TO INSTALL WALL TO ASSURE RIGIDITY AND
STRUCTURAL SOUNDNESS.
30, CAP WITH PT LUMBER AS SHOWN
BAFFLE WALL CROSS SECTION
NTS
NOTE: DUAL FLARED END SECTIONS TO SPLIT FLOW
BETWEEN PONDS- INSTALL WITH BOTH OUTLETS
AT THE SAME INVERT EQUAL TO THE BOTTOM
ELEVATION.
INLET
PRECAST CONCRETE BOX
FLARED END SECTION BAFFLE WAI
- ---" I A
END SEC
CONCRETE LID WITH
MH RING AND GRATE
FLARED END SECTION FLOW
SPLITTER BOX
NOTE:
PONDS 4AAND 4B SERVE DRAINAGE BASIN
I A AND I B. THESE BASINS REPRESENT EQUAL
PARTS OF THE COMBINED AREA. THIS AREA
DRAINS TO A COLLECTION SYSTEM WHICH
SPLITS THE FLOW AT THE POND INLET, FES 39.
(SEE DETAILTHIS PAGE)
PROFILE FOR POND 4 RIM ELEVATION = 13.003-1
stop£ TEMPORARY POC1L ELEVATION - 11.80
- - - - - - - - - - - - - - r r - - - - - - - - - - - - - - - - - - - - - - - r r r - - - - - - - - - - r r r r r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r r r - - - - - - _ - - - - - - - - - - - - - - - r - r
QRIGINAL GRADE
POND BOTTOM! ELE. 9.50
F-EN L S91 l'AOE
4" OF CLEAN SAND ON BASIN BOTTOM NOTE: ALL BASINS SIDE SLOPESTO BE
_ FINISHED LANDSCAPED WITH SOD DOWN
POND SECTION A -A SCALE: I - 1 0� NOTE:ALL BASINS TO BE TO PROPOSED TEMPORARY POOL ELEVATION
FINISHED LANDSCAPED WITH SOD.
POND 4A
AREA
154623
SF
CURBING
2639
SF
ROAD
26450
S F
SIDEWALK
4190
SF
LOTS
51500
SF
TOTAL IMPERVIOUS
84778
SF
C
0.61
i
6.41
Q 13.8 CFS
VOL 1.0" OF RUNOFF 7064.833 CU FT
AREA POND BOTTOM 2700 SF
POND BOTTOM ELE 9.5 FT
TEM POOL SA 3783 SF
TEMPORARY POOL ELE 11.8 FT
VOLUME PROVIDED 7413.108 CU FT
DRAWDOWN 11ME 0.654177 DAYS
simple method volume
RV 0.543461
RD 1 in
V 7002.61 CU FT
INCH ACRES OF RUNOFF 1.929094
AREA
154623
SF
CURBING
2639
SF
ROAD
26450
SF
SIDEWALK
4190
SF
LOTS
51500
SF
TOTAL IMPERVIOUS
84778
SF
C
0.61
i
6.41
Q 13.8 CFS
VOL 1.0" OF RUNOFF 7064.833 CU FT
AREA POND BOTTOM
2700
SF
POND BOTTOM ELE
9.5
FT
TEM POOL SA
3783
SF
TEMPORARY POOL ELE
11.8
FT
VOLUME PROVIDED
7413.108
CU FT
DRAWDOWN 11ME
0.654177
DAYS
simple method volume
RV
0.543461
RD
1
in
V
7002.61
CU FT A-J
INCH ACRES OF RUNOFF 1.929094
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Engineering /Consulting /Design
[e-mail]
PO BOX 4039 SURF CITY, NC 28445
910.328.2188 FAX [phone]
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NTS
NOTE:
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2. ALL JUNCTION BOXES IN OR ADJACENT TO RAOO WAYS TO MEET NCDOT
H2O STANDARDS.
3. WEIR WALL TO BE CONSTRUCTED OF CONCRETE BILKS AND MORTAR
WITH SKIM COAT.
4. ALL BOXES TO BE BEDDED IN .IN 4' OF COMPACT ABC STONE,
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NTS
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1 JUNCTION BOXES TOP BE PRECAST CONCRETE OF BLRLT IN PLACE.
2. ALL JUNCTION BOXES IN OR ADJACENT TO RAOD WAYS TO MEET NCDOT
H2O STANDARDS.
3. WEIR WALL TO BE CONSTRUCTED OF CONCRETE RICKS AND MORTAR
WITH SKIM COAT,
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LEVEL SREADER SIZE DESIGNED TO THE 10 YEAR STORM:
Q10 = 6.7 CFS
LENGTH = 13 X 6.7 = 90'
NOTES:
THE LIP OF THE LEVEL SPREADER SHOULD BE CONSTRUCTED OF CONCRETE
ANDS SHOULD BE 3 TO 6 INCHES HIGHER THAN THE EXISTING GROUND (DOWN
SLOPE SIDE) AND ANCHORED INTO THE SOIL WITH AN APPROPRIATELY --SIZED
CONCRETE FOOTER, THE LIP SHALL BE INSTALLED AT A 0.05% GRADE (LEVEL).
THE LIP IS TO BE CONSTRUCTED PARALLEL TO THE CONTOUR OF THE SITE.
PRECAST OR BUILT
INV, 11,E (OUTLET IN PLACE BOX
JCT 102 OVERFLOW BOX
NTS
NOTE:
1 ,JUNCTION BOXES TOP BE PRECAST CONCRETE OF BUILT IN PLACE.
2. ALL JUNC71ON BOXES IN OR ADJACENT TO RAOD WAYS TO MEET NCDOT
H2O STANDARDS.
S WEIR WALL TO BE CONSTRUCTED OF CONCRETE BILKS ANO MORTAR
MATH SKIM COAT,
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PERMANENT SEEDING NOTES
AREA DESCRIPTION
DATES
SEEDING MIXTURE
PERMANENT lb/acre
SEED BED PREP
METHOD
SOIL AMENDMENTS
MULCH
MAINTENANCE
SEEDING NOTES
1. Remove rocks ad debris. 2.
1. Broadcast seed at the
Apply lime and fertilizer
Use jute, excelsior matting, or othereffective
A minimum of 3 weeks is
Mulch and anchoring materials must not be
Apply lime and fertilizer at rates
recommended rate with a cyclone
according to soil tests, or apply
channel lining material to cover the bottom of
required for establishment.
allowed to wash down slopes and clog drainage
recommended by soil tests; spread
seeder, drop spreader, or
3000 bl/acre ground agricultural
channels and ditches. The lining should
Inspect and repair mulch
devices.
evenly and incorporate into the
cultipacker seeder. 2. Rake seed
limestone and 500 lb/acre 10-10-
extend above the highest calculated depth of
frequently. Refertilize the
GRASSED CHANNELS
APRIL - XLY
40-80 lb/acre COMMON
top 6" with a disk, chisel plow, or
into the soil and lightly pack to
10 fertilizer.
flow, On channel side slopes above this height,
following April with 50 lb/ace
BERMUDA GRASS
rotary tiller. 3. Break up large
establish good contact.
and in drainages not requiring temporary
Nitrogen
clods and rake into a loose
linings, apply 4,000 iblacre grain straw and
uniform seedbed. 4. Rabe to
anchor straw by stapling netting over the top.
loosen surface just prior to
Early spring: Best Feb 15- Mar20
80 Tall fescue
1. Remove rocks ad debris. 2.
1. Broadcast seed at the
Apply lime and fertilizer
Apply 4,000 lb/acre grain straw or equivalent
If growth is less than fully
1. From Sept I - Mar 1, use unscarifiied sericea
(possible Feb15-Apr 30)
30 Sericea lespedeza
Apply lime and fertilizer at rates
recommended rate with a cyclone
according to soil tests, or apply
cover of another suitable mulch. Anchor by
adequate, refertilize in the second
seed. 2. On poorly drained sites omit sericea
Fall: Best Sept 1 Sept 30 (possible
50 Pensicola Bahaigrass
recommended by soil tests; spread
seeder, drop spreader, or
3000 - 5000 bl/acre ground
tacking with asphalt, roving, or netting or by
year, according to soil tests or
and. increase Kobe to 30 lb/acre. 3. Where neat
Septl Oct 30)
10 Kobe lespedeza
evenly and incorporate into the
cultipacker seeder. 2. Rake seed
agricultural limestone (use lower
crimping with a mulching tool. A disk with
topdress with 500 Ib/acrs 10-10-
appearance is desired omit sericea and
top 6" with a disk, chisel plow, or
into the soil and lightly pack to
rates in sandy soils) and 1000
blades set nearly straight can be used as a
10 fertilizer. Mow as needed
increase Kobe to 40 lb/acre. NURSE
ALL OTHER DISTURBED
rotary tiller. 3. Break up large
establish goad contact.
lb/acre 10-10-10 fertilizer.
mulch anchoring tool.
when sericea is omitted from the
PLANTS: Between Apr 15 and Aug 15, add 10
AREAS
clods and rake into a loose
mixture. Reseed, refertilize, and
lb/acre German millet or 15 lb/acre
uniform seedbed. 4. Rake to
mulch damaged areas
Sudangrass. Prior to May 1 or after Aug 15,
loosen surface just prior to
immediately.
add 25 lb/acre Rye (grain).
applying seed.
TEMPORARY SEEDING NOTES
AREA DESCRIPTION
DATES
SEEDING MIXTURE
SEED BED PREP
METHOD
SOIL AMENDMENTS
MULCH
MAINTENANCE
SEEDING NOTES
PERMANENT lb/acre
120 Rye (grain)
1. Remove rocks ad debris. 2,
1. Broadcast seed at the
Follow reccomendations of soil
Apply 4,000 lb/acre grain straw or equivalent
Refertlize if growth is not fully
Mulch and anchoring materials must not be
50 Kobe lespedeza
Apply lime and fertilizer at rates
recommended rate with a cyclone
tests, or apply 2000 bl/acre
cover of another suitable mulch. Anchor by
adequate. Reseed, refertilize and
allowed to wash down slopes and clog drainage
recommended by soil tests; spread
seeder, drop spreader, or
ground agricultural limestone and
tacking with asphalt, roving, or netting or by
mulch immediately following
devices.
evenly and incorporate into the
cultipacker seeder. 2. Rake seed
7501b/acre 10-10-10 fertilizer,
crimping with a mulching tool. A disk with
erosion or other damage.
ALL
WINTER AND EARLY SPRING
top 6" with a disk, chisel plow, or
into the soil and lightly pack to
blades set nearly straight can be used as a
Dec 1Apr 15
rotary tiller. 3. Break up large
establish goal contact.
mulch anchoring tool.
clods and rake into a loose
uniform seedbed. 4. Rake to
loosen surface just prior to
40 German millet
1. Remove rocks ad debris. 2.
1. Broadcast seed at the
Follow reccomendations of soil
Apply 4,000 lb/acre grain straw or equivalent
Refertlize if growth is not fully
Mulch and anchoring materials must not be
Apply lime and fertilizer at rates
recommended rate with a cyclone
tests, or apply 2000 bl/acre
cover of another suitable mulch. Anchor by
adequate. Reseed, refertilize and
allowed to wash down slopes and clog drainage
recommended by soil tests- spread
seeder, drop spreader, or
ground agricultural limestone and
tacking with asphalt, roving, or netting or by
mulch immediately following
devices.
evenly and incorporate into the
cultipacker seeder. 2. Rake seed
750 lb/acre 10-10-10 fertilizer.
crimping with a mulching tool. A disk with
erosion or other damage.
ALL
SUNUAER
top 6" with a disk, chisel plow, or
into the soil and lightly pack to
blades set nearly straight can be used as a
Apr 15 - Aug 15
rotary tiller. 3. Break up Iarge
establish good contact.
mulch anchoring tool.
clods and rake into a loose
uniform seedbed. 4. Rake to
loosen surface just prior to
120 Rye (grain)
1. Remove rocks ad debris. 2.
1. Broadcast seed at the
Follow reccomendations of soil
Apply 4,000 lb/acre grain straw or equivalent
Repair and refertilize damaged
Mulch and anchoring materials must not be
Apply lime and fertilizer at rates
recommended rate with a cyclone
tests, or apply 2000 bl/acre
cover of another suitable mulch. Anchor by
areas immediately. Topdress
allowed to wash down slopes and clog drainage
recommended by soil tests; spread
seeder. drop spreader, or
ground agricultural limestone and
tacking with asphalt, roving, or netting or by
with 50 lb/acre Nitrogen in
devices,
evenly and incorporate into the
cultipacker seeder. 2. Rake seed
1000 lb/acre 10-10-10 fertilizer.
crimping with a mulching tool. A disk with
March. If it is necessary to
ALL
FALL
top 6" with a disk, chisel plow, or
into the soil and lightly pack to
blades set nearly straight can be used as a
extend temporary cover beyond
Aug 15-Dec 30
rotary tiller. 3. Break up large
establish good contact.
mulch anchoring tool.
June 15, overseed with 50 lb/acre
clods and rake into a loose
Kobe lespedeza in late February
uniform seedbed. 4. Rake to
or early_ March,
loosen surface just prior to
ALL SEEDING NOTES ARE DIRECTLY FROM THE "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL". COMPREHENSIVE INFORMATION ON SEEDING CAN BE FOUND WITH THE SPECIFICATIONS ACCOMPANYING THESE SHEETS. FOR A COPY OF THE SPECIFICATIONS
CONTACT MICHAEL C. GALLANT, PE, PA. SEE TITLE BLOCK FOR CONTACT INFORMATION.
WAYFARERS COVE
NIINNESOTT BEACH HOLDINGS,LLC
1107 BENNETT RD
ARAPAHOE, NC 28510
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VEGETATIVE PLAN SHEET 3 OF 3
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