20011028 Ver 1_COMPLETE FILE_20010705

F WArF
`U RQG Michael F. Easley
OtGovernor
Cp William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
June 17, 2001
Mr. Dan Maples
Dan Maples Design, Inc.
P.O. 1666
Pinehurst, NC 28370
Subject: Stream Restoration/Enhancement
The Club at Longleaf
Moore County, NC
DW Q# 011028
Dear Ms. Maples:
This Office is in receipt of the plans for the stream restoration/enhancement project to impact 290 feet
of an unnamed tributary dated July 5, 2001. Staff from the Wetlands Unit reviewed the plans and found that
they can be considered stream enhancement and are therefore covered by General Water Quality Certification
3256 for USACE Nationwide Permits No. 27.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
Sincerely,
John . Dorney
Wetlands Unit Supervisor
cc: Mr. Todd St. John, Wetlands Unit
Mr. Brian Smith, Blue, 139-G Technology Drive, Garner, NC 27529
Fayetteville Regional Office
s
File
?t
"^w
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Land
Wate
BLUEInfras
r
tructurcPA
139-G Technology Drive Garner North Carolina 27529
Voice: [phone] • Facsimile: [phone]
www.biwi.com • blwi(a),blwi.com
Thursday, July 05, 2001)
NCDENR - DWQ US Army Corps of Engineers
Attn: John Dorney Attn: Allen Davis Oy /
4401 Reedy Creek Road Wilmington Regulatory Field Office S??
Raleigh, NC 27607 69 Darlington Avenue ?O
Wilmington, NC 28403
RE: Authorization Request for Nationwide Permit 27
The Club at Longleaf Stream Restoration
Southern Pines, Moore County, North Carolina
BLWI Project # 000496
Pertinent Facts:
Location: off Hunter Trail, Moore County, North Carolina
USGS 7.5' Quadrangle: Southern Pines
River Basin: Cape Fear River Mn/
Subbasin: CPF14 034)6-14
Nearest Stream: Mill Creek
Stream Index: 18-23-11-(1)
Stream Class: WS-111
Wetland Impacts: none
Stream Impacts: 290ft restored to 355ft
Wetland Type: n/a
Dear Mr. Dorncy and Mr. Davis,
Enclosed is a Nationwide Permit application for stream impacts associated with restoration of an unnamed tributary to Mill Creek.
The banks of the stream in question arc currently eroding at an accelerated rate and compromising the integrity of two small bridges
utilized by the golf course. Restoration design plans were created using natural channel design to increase aquatic function and
habitat while stabilizing the channel to prevent further erosion. This project is not intended for mitigative purposes.
The attachments listed at the bottom of this page should provide the necessary information for proper evaluation of this project.
Please do not hesitate to call if you have any questions or if you need additional information.
Sincerely,
Brian M. Smith
Attachments: Vicinity Map
Agent Authorization Form
Existing Topography
Schematic Layout
1 V11.1
RECEIVED
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 27
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7)
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY
ATTN• JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: Dan Maples
2. MAILING ADDRESS: Dan Maples Design, Inc. PO Box 1666
SUBDIVISION NAME
CITY: Pinehurst STATE: NC ZIP CODE: 28370
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
The Club at Longleaf
3. TELEPHONE NUMBER: (HOME) (WORK) 910/295-3437
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
BLUE: Land, Water, Infrastructure, PA
139G Technology Drive
Garncr, NC 27529
Phone: [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Moore - NEAREST TOWN: Southern Pines
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) see Vicinity Man
6. IMPACTED OR NEAREST STREAMIRIVER: Mill Creek RIVER BASIN: Cape Fear
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ? NO ® IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)'? YES E] NO
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
x. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO ® IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES E] NO ® IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 171
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS ON PROJECT SITE: 0
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0 EXCAVATION: 0
FLOODING: 0 OTHER : 0
DRAINAGE : 0 TOTAL ACRES TO BE IMPACTED: 0
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 290 FT AFTER: 355 FT
WIDTH BEFORE (based on normal high water contours): 7 FT
AVERAGE DEPTH BEFORE: 4 FT AFTER: I FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: Restoration
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA, N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 8.5 BY I 1 DRAWINGS ONLY)
Work includes earth movement, grading, planting, and replacement of two failing culverts. Small
earth moving equipment will be used- hydraulic excavator, backhoe, dump truck, small bulldozer.
13. PURPOSE OF PROPOSED WORK: Restore an eroding stream using natural channel design to
increase aquatic function and preserve the structural integrity of the existing bridges.
14. STATE REASONS WHY IT 1S BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED:
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES E] NO ® (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES E] NOR
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET
OR THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(c) WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential and golf course
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
I. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM,
OWNER'S/AGENT'S SIGNATURE DATE'
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
Vicinity Map
y i / a ? _, ; -6at..•.. ?... 4 ?'?' It ,.? 15 ,' ?' ??:? ? ` ? r. ?w? ? I? .. OL -', f ? /j I?? ? i ? i + ?'?{I
r L'? to 1 ?i, 7 ?'•? \1 .?
,'Y ._ ? 4?=,. • ' I .. `1 it . , r._> ?, I t'1 M1',.?t _ y.ja `? [ ? , ? / : ? P
I f
N , ? 41 i' ? I?P
Project Area
' ?? , L„'f/ )J,i - ? ? t y it - '' a' ?`#?,,y ' t ?. •• t r ?i? ( r , ? f ...
, ^?. ?•?r `?4?t? r??• ?? u J+ P ! ?j +-?,I ?' -rf•i a),` +1 '?, a`' `fit ?' J', ? ?ci
`? 1 , ? ??v>*? ' .//^d t ti )_I". µ'/ { ??;f[ •?. -• ?a?, ,'i^ 1 ?? 1; 111+?;;',,, .rte:
4 t ?.' ?r d. . ' ? .. yp . 4 S ?. / j ? f I ;' ? f ?i'. N t • II i.a?'',,r :' ?'
'fie UI d tl-/ J J ? ,? l r }( J + 4Yr iM I% Y/
1 l _ Y, ? 1 ( I
' ? / ? y ? rat."r,?t:= ', ,, ? III , f' . ? ~ • Z i , ?? ..
1 Lf.,,Ik ?Inal?wlr / •
1
ell
1 4 ?N, e, i, ... •r- f• • ?? ?•.,1f ky ? i'r ? `?.- Z 1 • .I _ +? I
rsl, • - /" _ ; Midland Rd. ',' ... }
_:,•"? .-.f mow' ..,. .. u I 1?• p _-4 .1" _ I y 1 j
t i ? .yet < .'"i J. 5 r 1\ A}- Q`' _ ? ?.•
1? ? ?' z"'(' ,•? '7 ?' II '? ,?- ? ??• II I - - - US1 IY??IYI ^? 1
t • ,1 i
6. 1
I / 1
? • ? '•• :'J ?" '',l R{}? f '' ! !J F J I •?, -" }. ?• J ?1 t?j ? 1 I rw: 1.
fr+:'Jt . ?il 1 1 i \/. 1A `?. n',?; L r y I N \ '" T',• ?' r? I. 1
N 2(X)0 0 2000 Feet
-_ Land
B water
1 "=2000'
Einfrastructure,pA
Land
Water
I139-G Technology Drive Goner North Carolina 27529
Voice: [phone] • Facsimile: [phone]
www.bW.com • bh?[e-mail]
AGENT AUTHORIZATION
Date: 05/01/01
Name: Dan Maples
Address: PO Box 1666 Pinehurst, NC 28370
Phone: [phone]
Project: The Club at Longleaf Golf Hole 11 and Golf Hole and 12
Erosion Control and Stream Restoration
Southern Pines, Moore County, North Carolina
To Whom It May Concern:
I, Dan Maples, hereby designate and authorize BLUE: Land, Water, Infrasowture, PA (BLWI) to act in my
behalf as my agent in the processing of permit applications, furnishing of supplemental information upon
request, etc. from this day forward.
This notification supersedes any previous correspondence concerning the agent for this project.
K `-W ac *.s
Property J0gerj0rint ame
Name
ZU v
Date of Auth&ization and Signature
Psge 1 of 1
1

GENERAL NOTES
1. ew wmrk Mwoeroo r bnew tool be wMt Mi N andonlim, prior be
woerlwwwod t.rudk
L elps for wromes a?i hr a r ?Me t t 1Y. ?M MK w+1
a A work dd he b M eelrlrew UM 4111111000 Moot two, N ItN =kV Mw
L Bd M1 door w dooms M MM wh• ft =dorms b
rMM1 uroo (trYwo dwn w tlti ?Iw M wop . be in n??? of the
wdlrMr. 11r reMetr rrvmft i o WMAIIM of 0 UMAr Wlr w r+ +000
°wot?'h M ?wrwwrW Mp aE-au po•woo) t T-0FmN Ai.+ hp
tMR (ly Iwn prior to owwlrwrl of rw1Yaeld
L w?rw r?rr? PIP* ?w •+M?wtw:rM =;r
L? w
UPS
ii. t+rR tr?.w e ms 4- to
l w i?allowd .r
w Twk
7. N ? r nwowrM Mr M. mmmd r 411111111011d of ewe 1111101101011
t 1ti A9r of 111e look N
orlemb L In ow*odw MjrdYededt e~ie park %Tw
=MbW
MONA
L TM w6tlr it woM1 M wrier AmV M hours Ww rr wmilouwoen or
awonwoms work wlrwwoa

- - - - - - - - - - - -

.", .. ..
_ .. 1t lily 11
- -
v --

Y
S'TwoIpATi
. Z71 Q
y7
=
?l

f Z CL

'
a
z
;d
4
x
,
0 5c
N W

ED

20 0 20 40 90
Project Therm SOeroA 91w, P1; PtS
BLUE La raabor, kdrstru, PA
1271 Scab 1' = 60
3-6- Rnia, NC 7D7Q7
[phone]
Project Sunre7a Theme Stewart Sue, PE. PLS or
Tt LU& end. Wcrrtw, WronVucbw% PA
seutttm F4ne NC 26397
[phone] 116'?'!!!'r
r ?+Mr
!@T7 OF4
IAL
\\, M 1111W
t z
1 20 0 20 40 ea
Scale 1• = 60'
Erea p° r
f( a.r ur 11
e++M? --Wod- H-dWI
rr . t. h. PAPW.W
Wth Prcwt
Wed
,
SR
er Iii 12
"•j^`P I TMn w, CUP
Q6R4J
to %.R ix?d eu,
24' i PEP Qlh-u
I
Project Type: Stream Reetoration
Project Length: 702 feet
Proposed Reach Length: 355 feet
Degraded Reach length: 200 feet
Proposed Stream Type: 95c
Refererw a Stream Type: 85c
Degraded Stream Type: 05/6c
Proposed Culvert Length: 180 feet
Degraded Culvert Lyepnegth 180 feet
Degraded y1w Pie
Culvert Type: ComlgatedeMetall (Pipe )(CMP)
?I
h
?Z
Z :3
O
0
h?
0
2F
s
R??P O W }
~aS N
v
, Ld
VHW
U
OO
Elddl/ G -W Elftdl
r
WIMA
UrVIIIIIII6.
ALILMNIM
? yM
W*U7OF 1
Land
Walcr
BLUE Infrastructure ,
Thursday, July 05, 2001 IL I?
NCDENR - DWQ
Attn: John Dorney
4401 Reedy Creek Road
Raleigh, NC 27607
RE: Authorization Request for Nationwide Permit 27
139-G Technology Drive Garner North Carolina 27529
Voice: [phone] • Facsimile: [phone]
www.blwi.com • blwi(a),blwi.com
US Army Corps of Engineers 401 ?s
Attn: Allen Davis qsue
Wilmington Regulatory Field Office D
69 Darlington Avenue
Wilmington, NC 28403
The Club at Longleaf Stream Restoration
Southern Pines, Moore County, North Carolina
BLWI Project # 000496
Pertinent Facts:
Location: off Hunter Trail, Moore County, North Carolina
USGS 7.5' Quadrangle: Southern Pines
River Basin: Cape Fear River
Subbasin: CPF14 03-06-14
Nearest Stream: Mill Creek
Stream Index: 18-23-I1-(1)
Stream Class.- WS-III
Wetland Impacts: none
Stream Impacts: 290ft restored to 355ft
Wetland Type: n/a
Dear Mr. Dorney and Mr. Davis,

A-s0
Enclosed is a Nationwide Permit application for stream impacts associated with restoration of an unnamed tributary to Mill Creek.
The banks of the stream in question arc currently eroding at an accelerated rate and compromising the integrity of two small bridges
utilized by the golf course. Restoration design plans were created sink natural channel de5igrn to increase aquatic function and
habitat while stabilizing the channel to prevent further erosion. his project is not intended for mitigative purpose
The attachments listed at the bottom of this page should provide the necessary information for proper evaluation of this project.
Please do not hesitate to call if you have any questions or if you need additional information.
Sincerely,
Brian M. Smith
Attachments: Vicinity Map
Agent Authorization Form PAYMENT
Existing Topography
Schematic Layout Rf C,Fi?E?

Variables Proposed Reach Check Results Reference Reach Check Results Range SGS Staticsting Channel
1 stream type BC5 B5C
2. drainage area 0.17421875 0.17421875
s. bankfull width 9.5 7.7
4 bankfun mean depth _ 0.7 0.63 0.9 0.61
5. widtrydepth ratio 14.9 13.57 B or C 8.6 8.56 A or E
6. bankfull cross-sectional area 6 4.7
7. bankfull mean
8. bankfull discharge, cfs 31 31
9. bankfull max depth 0.9 1.29 CHECK 0.9 1.00 CHECK
10. width of floodprone area 19 11.2
11 entrenchment ratio 2 2.00 B or Bc 1.5 1.45 B or Bc
12 meander length 50 20
_
13 ratio of meantler length to bankfull width 5.25 5.26 too small? 12.4 2.60 too small?
14Radius of curvature 18 _ 6
15. Ratio of radius of curvature to bankfull width 3.3 0.8
16. Belt width 15 7
17 Meander width ratio 1.6 1.58 0.9 0.91
18. Sinuosity (stream Iengt Walley length) 1.2 1.88 1.88
19. valley Slope 0.015 0.015
--
20. Average slope 0.008 0.008
21. Pool slope 0.002
22. Ratio of pool slope to average slope 0.25 0.25 #VALUE!
23. Maximum pod depth 0.9
24. Ratio of pod depth to average bankfull depth 1.5 1.29 too small? #VALUE! #VALUE!
25. Pod width 9.5
26. Raba of pod width to bankfull width 1 1.00 #VALUE!
27 Pool to pod spacing 10
28. Ratio of pool to pod spacing to bankfull width 1 1.05 too small? #VALUE! #VALUE!
29. Ratio of lowest bank height to bankfull height (or max bankfull depth) 1 1
Regional Curve Predictions for Design Reach Predicted XSec Pred Discharge Bkfw Bkfd
Urban Peidmont 19.98794789 125.8187109 14.26333 1.406324274
Rural Piedmont
-- - -- 6.530804729 25.30308501 5.6085766 0.857514801
Rural Mountain 6.585659832 26.66875534 9.9793003 0.645746998
Coastal Plain 7.050143165 9.829885324 6.0306351 1.261234858
Design Reach 6 31 9.5 0.7
Regional Curve Predictions for Reference Reach Predicted XSec Pred Discharge Bkfw Bkfd
Urban Peidmont 19.98794789 125.8187109 14.26333 1.406324274 avg bed
Rural Piedmont 6.530804729 25.30308501 5.6085766 0.857514801
Rura Mountain _ 6.585659832 26.66875534 9.9793003 0.645746998 mean
Coastal Plan 7.050143165 9.829885324 6.0306351 1.261234858
Reference Reach 4.7 31 7.7 0.9
°-----rte-?
_ f
Sediment Transport Analysis ala Rosgen for D50 >2mrr
d50 mm mm active channel D50 only
ds50 mm mm subsurface D50
Tci #VALUE! dimensionless
Tci #VALUE!
Di (largest) f #VALUE!
S ft/ft
Dbkf proposr
Dbkf needec #VALUE!
Di mm mm
BKF A ft2
wetted perirr 11.92487 ft
gRS=Tc #VALUE! Ib/ft2
diagram Shields pred mm
diagram Shields pred Ibs/ft2

_ v
average bed slope for reach not just riffle
J

t'
}= 7
07/16/01 10:24 FAX [phone]
E Land
BLU wln due..
BL.UG: LWI la 01
139-0 Technology Drive; Qw=, NC 27529
Voicee. [phone] • Facsimile: [phone]
www.biwi.com • blwi@,lblwi.com
FACSIMILE TRANSMITTAL INFORMATION SHEET
Attention: /. ???^I :, r. ?•,?? Date:
Organization: D ?? Time:
Reoeiver Facsiimile Number: 7 3 3- 6 a 9
n
From: r S ) ? . r s
Comments
Receiver Voice Number:
Operator:
Total Number Of Pages Sent:
07/16/01 10:24 FAX [phone] BLUE:LWI Z02
Appendix B Morphological Measurement Table
Variables Existing
Channel Proposed
Reach USGS Station Reference Reach
1. stream type
S
Q 5
S-S?
2. drama a area
3. bankfull width ?. . 7
4. bankfull mean depth 7 • 7' ?•
5, width/depth ratio 2. /y f
6. bankfull cross-sectional
area a ) _
7. banktull mean veloc• 61S 4'r
8. bankfull discharge, cis
9. bankfull max depth ;2.
10. width of flood prone area ??• s - /2' / ?--??' •? '
11. entrenchment ratio - Z. 6 2 S
12. meander length c2 d - a' 'y0 - 'fo
13. ratio of meander length to
bankfull width
- 7 7 ?Fz- ?,
14. Radius of curvature
15. Ratio of radius of curvature
to bankfull width A
16. Belt width A 10'
17. Meander width ratio /• / - 2 11-2. / D. 9
18. Sinuosity (stream
ten ll length) O 2
19, Valle Slope
/. J''
Si?
S °rYa
20. Averse slope
21. Pool slo o O 2X gyro st 1/, • -/s '. red
22, Ratio of pool slope to
average slope 2 C

_
23. Maximum pool d th
24. Ratio of pool depth to
avers bankfull depth / S
25. Pool width 9 S'
26. Ratio of pool width to
bankfull width l
27. Pool to of spacing
2a. Ratio of pool to pool
spacing to bankfull width
29. Ratio of lowest bank height
to bankfull height (or max
bankfull depth)
The Internal Technical Guide for Stream Work in North Carolina 19
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 27
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7)
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY
ATTN• JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: Dan Maples
2. MAILING ADDRESS: Dan Maples Design, Inc. PO Boa 1666
SUBDIVISION NAME
CITY: Pinehurst STATE: NC ZIP CODE: 28370
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
The Club at Longleaf
3. TELEPHONE NUMBER: (HOME) (WORK) 910/295-3437
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
BLUE: Land, Water, Infrastructure, PA
139G Technology Drive
Garner, NC 27529
Phone: [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Moore - NEAREST TOWN: Southern Pines
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) see Vicinity Map
6. IMPACTED OR NEAREST STREAM/RIVER: Mill Crock RIVER BASIN: Cape Fear
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES E] NO ® IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)'? YES NO
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
9. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES E] NO ® IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO ® IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 171
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS ON PROJECT SITE: 0
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0 EXCAVATION: 0
FLOODING: 0 OTHER : 0
DRAINAGE : 0 TOTAL ACRES TO BE IMPACTED: 0
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 290 FT AFTER: 355 FT
WIDTH BEFORE (based on normal high water contours): 7 FT
AVERAGE DEPTH BEFORE: 4 FT AFTER: l FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: Restoration
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 8.5 BY 1 I DRAWINGS ONLY)
Work includes earth movement, grading planting, and replacement of two failing culverts. Small
earth moving equipment will be used- hydraulic excavator, backhoe, dump truck, small bulldozer.
13. PURPOSE OF PROPOSED WORK: Restore an eroding stream using natural channel design to
increase aquatic function and preserve the structural integrity of the existing bridges.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED:
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES ? NO ® (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO ?
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE I INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET
OR THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(c) WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential and golf course
(1) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
I. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM,
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
Vicinity Map
., 4 r
ll ?? ?.. "t_, 1 ::? I './'sue '?•r"J •! I f-",\ ?'' r J..?? it -^t , 11 `y7`T; t,i`'. ?1,?
?! "• r ??. ; 1 , a 1 1 ,.. •.. rY it a.?. ? a .' •]• ..1 ... ? r ? ?, . i} ``?
Oil t?.` l dl' tom. 1?t r
~? r I 1 b, Y fly IL I y? t J ?. ?, ?•
'J(ipI?C6Lrr,e r, ?1af .• y'? "r 1' I!, ` r? `,t `r r? t` - 'a'`
?1 I, t 14 y ,? r •` Ix _? -G i?Y I •ti r 1
?y1 v .) - r' ; 1 j h- 7Y V+•VIS 1 f ???;• .... .,.. S J,? ? ????/
!
I .. AAAFFF V
I Y ,_ l?y ? ,I . ? ? ?,, ,. alb «a?'• \''? ! ? 1D(,4?
r' t - _- - r r _ ?j r l
{?? a Y, :I }'°-a(r J •'r,• t 1 •• 1 j1-111 -+. 1/? '?i d, r i /
r I'i''?\ 3 I - / "?.? • 1 /•? s a } r V y f i r ?t ??. 1? 1 r.- - J' _ t\\\ie?(,I 1: _7..\ 1
i
s 1 i = Project
Area
.!;
' .: ` r 1 - • Ord
. d(! •?.•! ' I ?1 III I ?A' S If I r : ?' . +% r .f Y _. t; I '>ia4?.. '1 I ( ?,? /,; ,? .?
• \ ; n 4\ \? ?" ??;2 , it C ! ' `` 1 : / \ ??a ? ? C ? y ? +
' 14 I ? t 1 (f \.L I }.+r- _ I 1 \ - Y , 1` ?, ".. 1 I1?
• - 1 ? `•Y r•I ,'1 YII .• J., •-_ _ \ )_ , I 6, i ?'? p . f ?? t..'y?/ .' 1_' i I ?y, r •?
"
•
1 r; I ? ?• _ d - t ,1 f
' +r
•
w
,. I a • a
. , ? :. I ?• _? X11.. t? G 1 • ? ? r' -. _ n -• J? j*_-. ;? -.
. I
f ?; t 1
07
I v•.I ./ ? •t. ?y •M M.q' a17 it r -?. ?.? 1 ?• r '
1' ..) '.. .•,, r_ J-. ^, "1? ( cJ+i? 0 T. rttf ' 11 1 ,1 _ `Y? I
Midland Rd..lJ
,
` I
1 +t„ t _- 4 ),??. !`^•..?+' :-?.•', .STS .'?x ?. ? I _ f - I ?v+ ` 1
y P
1
US 1
I' - - 1\ ? r+ rr ` ' 1 ,!,Yii'-r ?.:aaR?-?,? + ! ? V _ . -- - i ?_.'r? r . . •r' ?? ..
'` s? w } ? ? ? ?• •C - ^.I• •.•• it ,'?? ?: 1.
l ?
r
N 2000 0 2000 Feet
nd
--- --- ----- - EErarteasrtruCturem
1 "=2000'
B
Land
Water
BLUEMuftcture.
139-G Technology Dmvc Gamer North Carolina 27529
Voice: [phone] • Facsimile. [phone]
www.bW.com • [e-mail]
AGENT AUTHORIZATION
Date: 05/01/01
Name: Dan Maples
Address: PO Box 1666 Pinehurst, NC 28370
Phone: [phone]
Project: The Club at LonWeaf Golf Hole 11 and Golf Hole and 12
Erosion Control and Stream Restoration
Southern Pines, Moore County, North Carolina
To Whom It May Concern:
I, Dan Maples, hereby designate and authorize BLUE: Land, Water, Infrastructure, PA (BLWI) to act in my
behalf as my agent in the processing of permit applications, furnishing of supplemental information upon
request, etc. from this day forward.
This notification supersedes any previous correspondence concerning the agent for this project.
K `ivlc dye s
Property
Name
Date of Authzation and Signature
Page 1 of 1
PWI
vNnoavO N1a01
moue IO1S38 11YMS JV37
1
ADID
Y?cp
® 8
N g ?
N
•
0
o
i
=i
. i..
a
O
Jill
a?
i
M?Zll
:

o

'IEEE ????
? ? ? ? ? ? ?
? ? ? ? ? ? V ? t t ? CONSTRUCTION NOTES
i ? ~ ~
' ~ ? • ? ? Y • . ? 4
r " ` ` 20 0 20 ? . . ? • ? tTT 20 4O 60 1. Redirect stormwater runoff from center of cart bridges to sides of cart brid es by paving raised asphalt diversions at the ends of the paved 9
cart paths. ~
y~K~ ? ? Y ? ? ? » > ~
? ? ? . ? . , ca e - 2. Remove central piers of cart bridges such that each bridge has a 12
. rc.1, ,}y~S~~~: . ? ? . y • ? • ? 7 feet s an between iers alon centerline of proposed stream. Reinforce ~ ~ P P 9
with tre ted arallam beams such khat the load ca acit of ~ cart badges a p p y the cart brid es is equal to that provided by the piers prior to stream G~
~r~ - ` . ?S ? 9 degradation.
- - Y ? ? ? ? ? . ? ? • ? . .
p. -~«~-war ~ ? ? ? 4 T 9 ? • ? ? t ? ? ? ±,R 3. Extend subsurface drains to proposed stream per direction of engineer. ? Y
Y Y Y
Pine Tree Y W Y 4, Redirect olf course irri anon s rinkler heads away from streambanks. t Y? W 9 9 P (yp}
.f~ / ' - ~ _ _ ~ _ \ W a Y i ~ • Y ? 5. Brace and protect golf course irrigation pipe during demolition and
_ / r _ • W Y Y ~ construction.
~ ? W ? Y V
, • • ? ? ? ~ Oak Tree ? ? ? ~ /J W ? W
_ - ~ YP) .
- _ _ - ? , - - ~ - • _ - - - - } Y Y _ Y ? Y Y
Y a a W Y W a W Y
~ - ~ - tog Curtcin - ? 9 W W V Y ? Y ? i
a ~ - W ? r' Golf Link 11 Y Y Y Y ? + a
_ . - - ~ • ~ ? i. ? V V Y ~ Y ? 1a Y Y Y Y ?j ?
~.vr ~ - - - - ~ ' - ` ~ Headwall ? Y ? Y ~ _ _ Y j,• W Y Y
~ A ? tQ. ~ Y Y Y Y . Y ?
- ? ? _ - _ ? IY~th Precast ? ? W } - ~ . . Concrote Headwall W W Y W Y
_ _ 4 - - 9 . - e r`r ? ? ? V V Y Y
• r i r S
_ ? J Y ? ? y ? ? • Root Wod ~ " r ? } W Y V ? _ `~A Y V a. + `
? ? ? • ? . ~`1 (gyp) _ _ _ _ v Y\ Y Y i ' ~ 1 ~ / V _ - -
- - ? ? • _ - • - ~ - ` . 1j i 1\i --~w a
? . ? ? ? . - _
> - - _ ~ - _ _ _ - ? ? a ? F. / r a a W a Y WSa / . y Y ? r Y / ~tltllV>i tl~jf
• ~ ? a \ ? ? • • ? t i SM ~~0 / ~0~ ~NnYI E
~ ~
iaat " iA ` \ - ? ~ Y r
a - - EEtI \ +.t .
- - t Link 12 ~ Tree ~ • - - - _ - - - - _ - Hardwood _.420 O~_~~/ •1 a ? a a ~ + W Y W W i`S', \ i 7'•r ~
V ~1 __Rip-Rap . ~ _ _ - t Y W - ` ~ ; 0 ~•,~QINE~' : • , ~1~ 30 CMP C~Iverts Y ti Y Y Y ~ _ ~ ••,M•••• a a Y - \ .
_ ? a ~ t0 W ~ a v ? Y ~ i S : . ~ ~s• .Culverts ~ W sr
fi; Q,; ~ ~ _
? - ~ - ~ W ~V W ? . ~ > • a _ ~
- . _ - ~ 4 . 42 _ _ 23 Y ~ Y W ~ a Y . • - ~ ` Y Y W
8~ - ti _ 212 . - \ _ ~
~ r, - - . DEMOLITION NOTES ~ ? .Y ? W ? y a W \ - _ \ _ _ \ \
1 - Y W Y ? Y Y \ \ W Y Y W W W W? \ \ Y • ~ /
` 1 The folloK~in items are to be demolished within the pro'ect area 9 1 ' V Y Y W ? a Y Y Y V ~ ~ ~ Y Y + ? ? W + Y Y \ ~ \ .
- , ~ immediate) rior to construction. YP ,a: a a + ? 33 \
1 1 Twin 30" CMP Culverts Y ? Y a yp ~ \ W Y 2 Wooden EndwaU \ Y Y aY~
~ 2. Wooden Headwall • o to be Replaced ? Y Y V \ \
3. Wooden Endwall 7: t 1 W Y ? e With Precoat W A \ \ W W ~aVl Cancrote Endwall \
1 1 ? Y Y Y \ a a Y ? \
All structures shall be removed such that any attached or adjoining 1 1 \ ~ \ Y ? ? \ \ Y Y ? ? Y J
structures and trees ore protected from damage. 1 1 + + ? \ W Y ~
z \ o Q Y s
\ a
c.~
W
J 2
H
Q
O
O I ~ 417 `J
41 ~ _ .
' 416
L
416 v - a a Z
~ , a a J L L o ~ ~ 415
415 m _ a a t - ^
v ' v r ! ~
~l ~L ( ~ 414 Q O m m ;
414 _ 7- _ s V
Proposed Stream Bed ' ~ ~
Log Weir 413 Log Weir ~ - ! ~ 413 ~ _r _ _ _ _a-----_ - . - _ _ ~ - ~ ~
~o ~ ~ ~ fi a? 36• W J
Irngation Pipe Lng Weir Z 2• x 412 =
412 - _ _ _ _ - - - _ . - - Log Weir _ - i ~ ~ ~ ~
I j ~ ~ n ~ ~
Q Rip-Rap 411 ~ _ _ - 0~
411 - -fi Log Mleir log Weir ' c( 'l~ 1 ~ I
Existing Stream Bed ' r Geo>>Isxtlle l,ner ~ , 1 _ 410 ~
410 - - _ _ - - t _
~ i
` _ ,LFr~ ~ ~ ~ 409 f ~ _ _ _ _
409 ' - 1 ! -4-- - - - - -r - - I - -1------ -fi-- _ - ~ _ _ ~ --`~`--~-7- ` RiP-R~ i i / ~ /
~ ~ ~ _ ~ ; / ~ ~ ' ~ .r ~ ' / / , i / ~ ~ 408
- OG WEIR GUIDE ROOT WAD GUIDE CROSS SECTION GUIDE L - ~ - - r - - - - 408 _ - - - • - ~ -f-- - ~ - - - _ - ~ ~ _ . t- - ~ _ _ _ . _ . ; I
v`;
- ~ i n ~lnvert Elevation Station :Bank 5tat~on Cross Section Stot o X60 ` or~ _ ~ ~ ~ 407 I_ ~-wi,-
407 ' _ - ~ ~ ~ '1
1 +40 Center 1 +42 414.70 . 1+75 Left ~ ~ r 1 65 Left i + 2+00 414.20'
~ , 406 1 +80 Center - ' - _ _ - _ - 4. 70' 1 +90 Right ' ~ ~ ~ 406
- - _ 2+ 15 Leff ~+90 Right 3+01 413.10' i ~ textile Lmer ; CULVERT STRUCT~JRE GUIQE I
2+00 Center 2+25 Left ' qk 3+66 412.30'
405 2+12 Left ~ ?_+45 Right - - - - - - - - - - 4+f?5 - '4 t 2.~0 _ Center ~ ~+55 fight _ _ ~ - i_ - r _ _ Oulvert Inlet invert Outlet Invert
2+30 i Station ;Elevation ' Station] Elevation
2+50 ~ Right ~ 3+25 Left , 404 2+72 Center - ~ 3+4„ Right ' 404 _ _ i - - l- ,
i 3+55 Left 3+55 Left - ~ b 4+50 1410.70' 6+ 10 407.80,
3+82 Right ' 3+65 Center BOG CURTAIN GUIDE 4+50 1411.00' i 6+ 10 407.80' 403
403 3+90 Ri ht - _ - _ 3+90 Right ' - _ _ . _ 9 _ _ 4+~ ~e~f _ - - - - _ - - _ _ ~ - - -
4+05 Center
Station Bank 4+30 Left 4+25 Left NOTES: j 402
' 402 _ _ - - - _ _ fi+62-- _ _ Right ' -t----- h. Re lacem nt culverts hall be dual smooth wall; ADS N-12 : i e and shell be joined 'to concrete : P ~ ~ ?p
~+48 Left headwaN end all with woaerti ht seals t os per mdnufacturersspecifications. K: t• • 9A' ~ 9 ~ 401 •
401 3+38 Left VlR1N~1t. 1 ~ - - - - _ _ - . - -I - ' ~ - - _ - a - _ _ ~ - _ _ _
. Headwall i invert shell be set at 412.00' 1~l1 ~ ~P OE8i01~ED
400 .1'S6/1'iEF/19J1
ann
0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+ 00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 FLE HAM O0-NwGBJ O /M 600K: 6-19-I6
QA71 05/15/01
4p~r.
4OF6 SHEET
it{~.

i
' ~~iS .t' ' ~~s . 1
9 ~0 .5 133HS 1
% ,
~o%t/9o :~tva A~+{ti
T T
ae--~e~-o yaw a~ T T T T '~;~~4,
awar~werooo ~ ~ - - - _ .
T T T T - - _ t r 1 >
C Wi7fl/OiL 1~B Q T T T T ~ - ecU~ ~e 11 n, ~Y ~ ~ .
T T T T T
Y/N ~ II~J(ftdi T T T T r T
A~ • r~ / ~ T T T T ~T ' ~ a~~ -phi
T T T T ? _ - "'.y
T T T T r
T T T T T l~ a~l~~W xoM ola ua~ oou~( ~ W OtN F l ysnquo}}n8 srloruapp~o sny;uD~oyda~
r a, Z l as 60 00 ~ Pib' 1 oaD~n~~as snuffy SV
4 T T T T a T T T T T ~ ° a ~ a ~ a
. a T T T T T c• ti uon 1 } 0 awoN uouawo0 awoN of;i}uaiaS iogwr<S ~
° a
T T T T T ~ ~ ~ ~ a a °
r T T T ~ ~ G. rte, • a ~J _ ` ~~I ~NI1Nb'-id
T T T . ~ - ~ d a ;t
T T T T + ~ ~ _ ~ P a T ~
T T T T a .a ~ . . ~ T T - ;y
T T T T ~ • 4 ~ • _ ~ _ . - 0 .r T ~
a T T. v x .
T T T~
T - T r T
.a% T ~ nn r T t R'
i T
C - - ~ r_ T T T T _ _ _ aaa ooM - ~D - , 1 P P ~I T T T ~ T T
T T T T - - ` - ~ T T T ul 'Q T T T T ,n T T Z ~ ~ ~I
T T T - ~ T T Q _ - _ m r r TU' T T
- ~ ~ i _ `lC ~:J~ ~i - T T T T T r T T T
- , . _ T - - , ~ ~.q~ _ ~I _ ~ T T T - ; ~ _ T T T T T T ~ ~ ~ ~ ~
- ~ T T T T r a
T T T Q+ ~ - C - T T T ? ri tt
Q ~ T T T - - ,a~i:. - _ - T T T T r r r
- - T T T T T T T T
r T T - - - - - / T T T T T T r ~ T
- - T T - T T T T T T r T T
N _ - T T T T T r T r T r n r
N VI i ~ _ _ T T T T T T T , r T r T
_ i - '.ti ~ " ..z~f.... - - - t. - T T T T T T T~ T r m t T
~ _ T T T T T T T T T T T
T T T r ~ T T T T T T rA vii T T T T T T T T T T r
Z d~~ - - i r\ ~ - ~ 1 ~ ~ /
i i~. ' T T T T T T r T, m T m r T T T m T T J r T ~
T T T T T T T T T T T T T T T T T T T
r f - l nr--- _ ~,1 ~ _ .T-,.. . sew`. . T T T T r m ~ T T T r T T m T r %
` - i~~J - ..r... f.~..r.... . N T o, ~ - ~ , - ~ - ` ,r / T T T T T m T T~ T i T T T T T_, _„A ~ r
r4 , _ T T T T T T T m T T T T T T
o _ - - ~ ~ ~ ii • a. • T T T T T T T T T T T T
C' 'i:-..':: T m T T T 'h T ~M1 T T T _
M 1 - ,..~t.trf ~ - - - . ~ / _ "`tee-...__ m r T ~ m T T T T T~
- ~ ' ' t w _ _ - - \ + ~ .Y • • t • +t t+ _ _ T j
~ •X r. ~ - ~ :;;i:
+ . ~ ~la•aTr+• _ • . •1~+...Tti, • ~ a r aaa asanoo 06 ua , : ~I ~l p
4 _ _ \ a ~ \ b aaau~ au•uaaa~ap aq o~
' • ~ _ ~ M o ~ ,4~,,~ aaddn a 1 ~ oa a or
_ - - ~ - ~ - a . : ` • WM -ist~~. - ~ ~o ~ua~x~ nu~~u~W
rr - ~ WM _ ~ _
. rt. ~ d~ t~ ,S• t .
a. du.~r ~
~ ~ ~ - _ a. - f. ~ , ~ ,
~ _
• ' T T F~:
- T T T T T ~ •
~ ~ T 0 - d~ - , ~ - ~ - '1 T T- ~ .,..,r T T T T T T Q r.,,.
aaa a - T T f a 1 ~ 0
f ~ ~ ~ ~ ~ T T ~ T T T T T - ,
• ~ i~ T a , T \ T T T T T T T T T T ~ ~
~ T T ~ , ` T T T T T T T T T T n
~1 a T T , ter::' y T T_ ~I+ T T T T T T T T T ~ ~I yy ~I
T T .M.. ~ - - - \ T T T ~ T T T T r r r T T X - ~ _
a \ T 'T r T T T T T T-. T T T T T T R T
9` T T T T T T, T T T T T T T _
~ ~ li/ iD s d ~ ~ T T t i ~ ~ _ - 1YiS ~ T \ Ati~` T T T T T T T ~ T T T T T T T
~ 3 a 1 ~r a a a U : 1 .d o. f _ ~ T \ \ `i,5 ~ T T T T T T T T T T T T T T T T Q
r h+ N• ~aa ~ ~ ~ T T T T T, T T T T T T T T T T T T T T T T T
~,I~ r~ ti,, T 1.t~. ~ T T T T T T T T T T T T T T T T T T T T r T
° ~ T
a ~ T T T T T T T T T T T T T-~ T F~ T T T T T u%a
T T T T T T T T T T T T T T T T T 4 ~ T T T T T T T a,L,'. 1 d';
T ~ v ~ a R, T T T T T T T T T r T T T T r T T T T ~ T T T
b. a T T T T T T T T ~ ~ T T T T T T T T T
. a ~ T a a ~ ' T T T T T T ,r ~ ~ i T T T T T T T\ - ~ _
a. T T T T T T T T T k.
~ ~a a , T T r > T T T T T ~ T T T T \ \ Y:~:
5-.- a fi~ T . r fi~ T T T T T T T r
~y.T l.l.. T T T T
' ~ T T r T T T T
_ ~ D ~ pT , T T OT T T T
c ii T T r
T~ T T~ T T T T t(~ r T T
~ m m T ~ ~ T T \ r
0~ OZ Ol 0 Ol T ~'LJ T~ T T T T ~ ~ 4~,, T t
T - r T T T T T T T r T
T T ,;w T T T T r T ~ T
T , T T T T
T T m T T T m T
z ~T T~ T T T T
r T T r m r T T T
T ~ T ~ -r T T T T
r r T m T T r T T T
r T T T~
~ T ~ M T T T •P r r r
T Ir T T T T T
. ~ A F~ .I. A .w \ I
HFII 9 T T T
-as T T T Aia r
It, 41 T T T
T m T
T T T
lilt At- T T T
T T T

SHRUB PLANTING ,
ING SPECIFICATIONS AND AREA PREPARATION SEED - NARRATIVE N.T.S.
oa- w
n hin branches b 1 4 of total, but maintain form and densit of branchin Prune a d t y/ y g
I f near Hunter Trail in Southern SEEDING SPECIFICATIONS An areo of excessive erosion at Golf Hole 11 and Golf Hole 12 of The Club of Long ea , accordin to s ecies. ~ 9 P
North Carolina has been identified. The site ~s located in the Sandhills physiogrophic region of 0 Ibs 1000 sf. Pores, Moore County, - n 1. Apply agricultural lime at the rate of 9 /
r line. The site conditions will continue to worsen if remedial actions are not undertaken. to arnve at a North Ca o ~ 2. Apply 10-20-20 commercial fiertilizer at the rote of 15 Ibs/1000 sf. Three (3) inch thick layer of pine bark mulch over backfill mix of 3:1 topsoil:pine bark. ~ w
r I I ti n for the identified roblems m the project area, on erosion control and stream restoration protect 'n ordance with the followin schedule: ove al so u o P 3. Seed ~ acc g proposed. Thorou hl and evenly mix one quarter (1/4) pound of 10-20-20 fertilizer and one (1) pound 9Y
of agricultural lime into the backfill mix before placement in excavation.
r late the details of the ro ect to the client, A lication Rate The ur ose of this plan is to guide the construction for the protect and e P J Dates Seed Type pp P P
nment officials contractors, and other interested parties. Approximately 0.35f acres are expected to be disturbed 'r gover ,
during construction. Se tember O1 -Aril 30 Rye Grain 0.75 Ib/1000 sf P P
Secale cereaJe v Construct 4" high berm
f Annual Ryegrass 2.1 Ib/1040 sf / ,______--Remove top one-third (1/3) of root ball wrap before placement into excavation.
Lolium mulfif/arum x v flan. Stnp remammg root ball wrap when placed into e ca a
TI N SE UENCE GENERAL CONSTRUC 0 Q o.7 Ib loan sf Tall Fescue (K-31) 5 /
a. i n se uence will be as follows: Festuca arundinacea ~ Loosen subsoil to a minimum of six (6) inches below bottom of root ball.
The aanstruct o q . ;~:yf;; / /
laminated co ies of all ermits in a weather protected, clear screen, permit post box where they can be easily Mav 01 - Au ust 31 Browntop Millet 0,75 Ib/1000 sf 1. Post p P 9 P~, as ou enter the ro"ect, outside of the construction limits at i \ / / /
,;*;:°a viewed, along the left side of the construction entrance y P 1 Sefaria panicum 2x Root Ball
' ;r the site. Bermudagrass 0.75 Ib/1000 sf Diameter
2. Begin overall grading operations. Cynodon doctylon
3. Form channel.
r m structures low weirs, to curtains, rootwads). 4. Install st ea ( 9 Insta I 4. On areas where erosion control blonkets "are not used, mulch with hay at the rate of 85 II n I erosion control blanket. rate of 85 Ibs/1000 sf between the
ions. months of Mo and November. Mulch with hay at the rate of 105 Ibs/1000 sf between the g, 6. Finish yradmg operat Y between the months of January and
April. " w°' Prepare ground surface and install vegetation.
' xp all disturbed area as er SEEDING SPECIFICATIONS AND AREA PREPARATION. An disturbed area shall be tented ; 8. Seed p Y P Tack hay at the rate of 8 gal/1000 sf. LOG WEIR
or rovided with tem ore round cover sufficient to control erosion within 15 calendar days of completion of any phase p P ry g N.T.S. i
of radin . II. SEEDBED AREA PREPARATION 9 9 I
y. 1. Area to be seeded shall be titled to a depth of five (5 inches.
q 9 2 Loose rocks, Jorge roots, and other obstructions shall be removed to improve the probabilit :he robabilit of successful vegetated ~ P Y Compacted sand/clay
cover establishment. I _ I
3. Apply fertilizer and lime as indicated obove. v I 4. Fertilizer and lime shall be a lied uniform .and thoroughly mixed with the soil during sees ~ / / - Iduring seedbed preparation. / / ~ ~
EROSION CONTROL BLANKET PP .n. Surface of seedbed shall be smoothed so that the depth of till ridges does not exceed orn S 1 In Ch. I / / / / Y tti~tiplilt YFyy at exceed one O / / ~ ~
~y' / / / o 41~~,,....... ~
NOTE: Horizontal sta le s acin should be altered if necessary to allow staples * Seeding and fertilization shall be repeated if rainfall runoff washes away seeds or tacking. , P P 9 or tacking. / / ,r'~,•pi Q;.'
to secure the critical points olong the channel surface. ~ / / / / 12"-18" diameter to s 9 t NEI~I ~ s
_ 023~fA ' ~ ~ ~ fy
~'ti~QiN4~
'r' / r .I
CRITICAL POINTS - CHANNEL CROSS SECTIONS 30'-45 ~
z / A. Uverla s and N.T.S. P I i ~f
ti+ seams ~ ~ ~ PLAN
~ , B. Projected water r T_ _.r _ . - . J ~ I ~ ~
line 4- ~ , ~ • . . ~ . ~ h CEN E ' Q
C Cannel T R r Rip-Rap (uniformly
• • • • • - • bottom/side slope ~ r r vertices i- ~-9.+5' + graded, average diameter Anchor ends of weir legs
r t' 0.5 . equal to log diameter) with 1 /2" diameter brass underlain by geotextile pins (4' long) driven
r J A r~ ~ i i i v~ r ~ 3 ( r I~ ~ - _ L_ 0nk1a14 S e1_ - ~ - , i _ r _ ~ fabric vertically through logs
~ r.. 5 ~:m-~ - -~1 1 ~ ~
a. ~ kw 6 ~ ~ ~ j ~ ~ fi . . i iC _ ~F~ II -IiI~ ~ _ . ~ a- ~ i t ~ Ttt -'Y; it ~ _ I ~
~ - ~ I~ t fir, f, r:,_- ~ - ~ ~ / A~ -r~~',-'~~, r~`t-' it ~r ~ 'rrt.-r'. ~ ~ ~ , Q I ~
i i ~ ~ B 1. _ _ _ ~ _ _ - ? ~ I Z ~I ~I
~ . r- r r- i i _ ~ .i ~ , J
- .i 1 _ _ --r _ ¢ 1 - - v~ m O i Q
1 a LEFT _ • r a , .
. . .
g.75 _ . _ , ~ Q Anchor ends of weir le s g ~
=;r j with 1 2" diameter brass ~ /
~ a a r - - _ { --~,i~ ~ 1~'_ ins 4 Ion drwen P ( 9) icall throw h to s vent y g 9 \
~1' ~I I~ i~ .l ~ - ~ ~ i r - .t .~',+~.-r ,~,~S_ ~ 1 ~~-_L~- Bankfull ~ - -
~y ~ - ~ ,i- ~ -ill _i~ -~'=7~~-~'_" ~ -i_ ' ~ ~ ~ - ~ - / ~ \ ~ / ~ CROSS-SECTION r
1- Q
, i . I i_ L .1 ~ _ i ~ ~ ~ ~ o
- - - ~ `,r ~ ~ , _ . _ _ l- _ -I / / ,.I / / _ /
Z \ \
1 n tall blanket Burin lower flow conditions. 'RIGHT - - .Is g i / / / 1 ~ w
i 75. I ~ , ~ r re soil before installin blankets, including application of seed, lime, fertilizer, and any other ~ ~ ~ ~ ~ -_0 5. , 9+ \~i / t/l
P epa g - ~ - • ~ ~ 1 I 0;25. , - ~ I amendments. ~Y ; J W
- ~ - _ - f - T _ ,i--- ~ , e ~ t' f ~~-.'.i~ ~ ~ 5~ r
f the channel b anchorin the blanket in a 6" deep x 6 wide trench. Backfill and `_'~rr - C~"- r j ; 3. Begin at the top o y 9 Z 1~• -
_ coin act the trench after stapling. . _ ~ ` " p ~ ~ ~ ,'~-r -t r_~_ i ~l yf ~y,~ _ - i Rip-Rap (uniformly n v r e diameter a-
~~.,r ~ ~ "~"i,._ ~ i r"1 ruin' ;.r - i _ _ + a double row of sto Bred sta les ~ ' ~ - graded, a e ag Q e ual to to diameter) Q
` 4. Place blankets end over end (shingle style) with a 6 overlap. Use gg P _ _ t - - - - q 9 underlain by geotextile Z
? 4" apart to secure blankets. ' fabric U
. e f blankets at the to of side slopes must be anchored in a 6" deep x 6" wide trench. - - ' - - -1 - ~;r~ 5 Full edg o P Z ~ O
Backfill and compact the trench after stapling. W J N
~ s ~ aD
'1•'•~ lankets on side slo es must be overlapped 4" over the center blanket and stopled (2 for C350 a,~, 6 B P ~ a
matting). ,
I n the channel. Use a row of sta 1es 4" apart over the ?.~f 7. Place o staple check slot every frfty feet a o g P
entire width of the channel. Place a second row 4 below the first row in a staggered pattern. T WAD ROO Imo.
r LOG CURTAIN
f he blankets must be anchored in a 6" deep x 6" wide trench. Backfill and N.T.S. 8. The termrnol end o t
coin act the trench after staplin P g N.T.S.
' CROSS-SECTION ' n center, with a row alon each ed a of the blanket.
9. Staples shall be placed every 2 0 9 9 CROSS-SECTION Anchor curtain sections
together with 1/2"
i q 12 soil cover ~ diameter brass pins (4
wY 'r \ \ \ ~i~.' \ \ I minimum ~ ~ ~ long) drwen vertical y
/ h I s throng og
_ _ _ 8ankful) /////,iii / / /
rii i iii, i ii i~ Bankfull
iii i
fiii~ iii
i, / „ 1 "-18 diameter to s 2 g
i, i. it - Ion (4 6 g)
~ ~ i/ iiiiii
- rlos 8 18 d~amete g \ ~ , ~ i, ~ / - I n ~
k - ~ , / / / \ \
~ b
,~tz., ,~~~,~'~`.,S

t
, HowlmoNrN: V~Rlpll: ll/A
,N,~;~. DR~N 6M:15~
F~~ ,'l r',~ dM: 'I1~/KtB
. tiEM~ B~" 'F'/i
~i~' •{h , 6
d„~: F" FWAM
FBD NOW 6-19-18
t am O6/10/F11
6'
SHEET 6 OF 6
_1

~ ~
~1~L~L~~~ly
~ ~
OCATION
S,TF
Dr Neon RoaO
~ Hoo
aac4 ~o~

_ e L~ a

k
_ ~~«v'
D ~ ~D0~UU6N(Cr PA ~ Y.
B~
r.+rmn«s~
~a~mma~.FS~
1
PLAN/PROFILE ~tF`w
1 COVER 4 GRADING - PL 2 SCHEMATIC LAY -UT 5 PLANTINGS j 3 EXISTING TOPOGRAPHY 6 DETAILS
j EROSION CONTROL •.,~~~~t
~ .
BLWI Project 000496 May 15, 2001,
Prepared For: The Club at Longleaf Southern Pines, North Carolina BLWI

I'~ r~,

't,,
i
A kk., _ ~
b: ~ ~ :fi;!:
~iif
G
' ,
•M

1
1 I
1 1 z
i 1
1
209 20 0 20 40 so
ca = e
H
Y ? i ? i
? ? i
? i ?
i ? i 1~ , i V ?
? ? ? • • i ?
? ? ' Y r • r ?
i?~t - ? ? • • • ? ? ? i i ? ? v irk"~!~ • ? ? ? ? ? • ? ?
~ipwuuy
'.a' • ? ? • ? i ? i • • • • • ? ? Z
• • • i ? ? • • ;3' ? • ' ~ ~
• • ? ? ~e . a~~u ~ _
• ? • ` 614!
~'4r~ . ? ? ?
11 ? . ~ +
.~?a,
i ? • i i i ? . ? ? ? ? • i i r + i i i ? i • i ~ • k ~ tr"
'3 • • ? ? ? ? ? ? • ? . i i • i L i •
Y. Log Weir . ? . ? ? ?
? i . • • • . . . . ? . . . ?
? . . . • ? . i . . i ? • ? • . ? ~ ? ? ? .il'.
r ? v • • r • • ? • • ? ? ? ? ? .
_ • r ? • ? . ? ? ? ? • a ~ i i i 7~, ? i i . µ
' • ? ? • a ? ? • ? ? • - ~ I ~ ~ • • r ? ? ? • • - i i i ~.i.~.• i ? i ? t
4. . . ? ? ? • • ? r W ? ?
? ? ? ? • • ? r CO • ? ? ? i ? ?
? ? Y ? v • ? 1 ? ? ? • • ?
• ? J ? I i • ? ? i f' ? W ? ? ? ? ? ? • : ?
Log Curtain ? ? L i ? ? ?
• in 60 CMP ~tYP) x~9t 9 i GpK Unk 11 ? ?
e i ? ? ? .
C • 'wooden Heaawan ?
Existing Stream iVl , ~ A . r uaL~ rR._p_ia~oed •
? ? ? . • • ? ? Y • ? Conatete tiwdwall
? ? • i ? ? • M ? r . . . . ? ? ? i . • . . . ? ? • ? ? • ? i i i ? i • ? ? ? ? ? ? • ? ? ? ?
? ? ? • i • V ? ? ? ? ? ? ? ? • • . ? ? . ?
' ? • • ? i i ? ? V • ? ? ? Y ? ? • • - ? ? i ? ? ? ? ? • ? Root Wad i ? W V ? ? ? ? _
? i ? ? a i ? ? • • ? ~ P) + ?
? ? ? i ? i ? ? • ? ? i ? ? ? ? ? -
i i ? Y ? V i ? ? ? ? ? ? ? • i ? • • •
? • ? i ? • ? • Y ? i ? >'v~ . ~ r~ ? ~
i a a ? i ? r !w~' + \ \ \i ` \ ? • v ? ~
? ? • ? • ? • ? • • • v • ? ~ \ ~ ,
? • i • ? i ? ? ? ? ? i ~~^l ? ? ?
• r ? ? • r i * .
? Golf Link 12 ? i . . • ? i : a~ ~ ~ Rip-Rap Z ? ~
? i ? ? ? • • ~p"~D ? in CMP Culverts ~ ~ ? Tw 30 ? L, h
• ? • i • • i r ' ? ? ? to be Replaced MIRK ? 'Q . ? 24' ~ 38" PEP Culvert: ? ?
? • . . ? ~ ? ? .
. . . • ? ?
? ? ? ? ? ? ? ?
~ ~ 212 f ? .JW i ? ? ? . • ? ?
? ? ? ? • • ? ? i ~ lww~
ti
? ? wooden EndwaN
i, . . • . ? ? i t0 be V / V I~ • ? ? ? ? ? ? .k kJ Mrith Pniooet
? ? ? Concrete EndiraN
~ ti ? ? ? t, r • ? ? ~ , .
t ~ ~ ~ ~ , a . • •1 a ? v
i ? • A°
t
Project Type: Stream Restoration
Project length: 702 feet
355 feet Proposed Reach Length:
De roded Reach Length: 290 feet g 65c
Proposed Stream Type:
Reference Stream Type: BSc
Degraded- Stream Type: G5/6c ~
Ivert Len the 160 feet Proposed g
Degraded Culvert Length; 160 feet
Pro osed Culvert T pe: Polyethylene Pipe (PEP) P Y P' CLIP
De raded Culvert T e: Corrugated Metal iQe ( ) 9 YP
Th mos Stewart Blue PF.~ PLS'
Project Engineer: o BLUE: Land, Water, Infrastructure, PA ?
1271 Old Highway ~1 South
Southern Pines, NC 28387
[phone] 9,:
Proiect Surveyor: Thomas Stewart Blue,.PE, PLg
BLUE: Land, Water, wrosmaure, r^ FIE MIM OOO DIN0
1271 Old Highway #1- -South Fm som 8-11- 0
Southern Pines, NC 28387
910 692-6461
6 SHEET 2 OF
h
y I

, . ~ r
s}
~r~.
.c,.{.~
~1
d1 w a
k
NERAL NOTES GE
F
Il verified the contractor rior to t . Benchmark locations and eievatrons sho be by p
commencement of construction..
2. The contractor shall rovide all a propriate barricades, warning lights, and warning p P ~
si ns to ensure the safety of the public at all times. 9
1 . All work shall be done in accordance with a ~licable local, state, and federol safety laws. 3 pP
1 if'tie are shown in their a roximate locations onl . An dama a done to
4. Existing ut i s pp Y Y 9 existin utilities (whether shown on this plan or not} shalfi be the responsibility of the
y-. 9 contractor. The contractor shall verify the lacatian of all utilities (shown or not shown)
1 r` r o commencement of .construction. To ensure ro er location- of utilities, the p ~o t p P
1 contractor shall contact. NC ONE-CALL (NO-CUTS} of 1~-80t?-632-4949 at least forty
1 i ht 4 hours rior to commencement of construaton. e 9 (8) P ,
209 The location reservation re air .and re lacement of all irri anon pi in ,electrical 5. , p p P 9 P 9
works, ve etation, drivewa material and other improvements is the responsibility of 9 Y
the contractor.
r t r shall verif all site conditions rior to the commencement of 6. The coat ac o y p
construction and shall contact the engineer immediately if any significant differences are found.
r sh II be res onsible for the removal and dis osal of an incidental 7. The contracto a p P Y
or anic .and construction debris. 9
r shall kee the en ineer informed of the r ress of the work and
8. The contracto p g P o9 t in ection of the work on a re ular basis. . reques sp 9

? ? • ? ? ? r shall no i the en ineer fort -ei ht 48 hours before an construction or 9. The contracto t fy g y g() Y
a ? ? ? ? ? ? ? demolition work commences.
? ? ? ? ? ?
~,un
? ? ? • ? v ? ? ? ? • ? • ? ,Y M? ~
r SE
~ Y • ~ ' fE#l
t" • ? ? ? •
.g .ts r!t ? ~ ? ? ? b as ~ ~ S
r . ? ? ? i ? Yf ~ ~ a.. tr ^
211 _ - s, "fir °%~~4
Y f
_ i -
_
~ ~ - ......419 w__.. ? ? ? ? Fy,.: N i Y Y ~ . y`
Pine Tree Y
11 ?n Y Y W ~tYP! W Y Y ~ V V
. _ - Y Y...-o' Y
~ c~ a a Y ` ~ ~
_ q ~ 11 1 11 _ - • v v ? ? • • ? • v ~ `7~ f~ . .Yi ~ Y Y • ~ ~ Y r
- a. _ _ _ _ _ - Odk Tree . _ _ _ J Y Y L'
~\w ~ ~ ~ ~ ` - _ ~ ~ _ d _ ~ • . .
_ ~ - t~ ,4 Y ? ? Y Y Y
~ • • . Y Y Y a ~ ? g-_ _
• Y ~Yi • . i ? Y
~ ~ ~ ~ Y Y - " - Golf Link 11 Y • . Y
f - ~ - - ` _ -
\ , ~ ~ , 1 ~ ~ _E~aSbnq StteQm - - ~ ~ . ~ ~ ~ ~ _ ~ - _ • r
~ _ s 1 i _ - 1 _ _ - U ..y Y ~
\ I I ~ , ~ _
~ N ,F _ _ ~ ~ ~ ~ f' _ - ~ ~ ~ • 'r
? ? ? T' ? ? v ~ ~ ~
l ~ ~ ~ - - - 1 1 ~ 1 ~ v ? • • ? ? v • • • a + ? 4? v ? r" ? • ~ - ~ - ~ ~i~ ~
~ ~ 1 r ~ ~ . , ,
.Y ? ? ? ? ? ? ? ? ~C ? .r. °'E J ~ • • • • ~ ~ ~ _ ~ A r ~ ~ ~ A ~r._ I
~ ? \ \ ` ~ ^ " ~ ~ ry ~ ~ ,y
v v ~ 1 ? • • \ ~ 1
1 1 ~ ~ ? • ? ? ? • • - A,, - a ~
- ~ W, ~ _ ? -
_--425---- _ ? ? - _ ~ Golf Unk 12 - _ _ - Ho[dM!ood trey I . +i - 1- _ \
- ~ _ - ? _ - GYP) . ? . 420---~ : - Y, . - - ~ ~ , , _ ~ ~
• - 1 1 - ~R? ? ? ? ? iliU ~ Y ~1 ~
Y p • ~ ~ ~ ,
_ V _ _ 1
2 , _ Y , 4 \
3 _ ~ 428 - - -
_ 212 ~ , . ~ ~
~ ~ ` _
_ _ M

~ ? Y Y ~ A~ ~ _ ~}it: ? ? • • • ~ ~ ~ ~ "t.~~a Y • • Y ~ ? ? • •
1~ t
- t ~ - ~ ~ `
~ ~
_ 1 l ? ~
~ ~ ~ ~ R' ~ ~ ~i
1 ~ ~ ~ 1 Y + ~ ~ ~ ~ ` ~
f f ~ ~
- \
\ \ Vii' ~ ~ ~ ~ ~ ,
~ S 1
z y ~'3 A~>
' , i !A• ~ '
f
20 0 20 40 60 ~ 1t
` ;
>
ca ~ -
a.
ti..~14I
A
'
F~ ~M~ ~ f 1eJl
. F1F .tIM~:
. t~tb d001~ -
4'
Y
SHEET3 OF 6
~~f,~. _ _ .y ~ , ~
, - ~
Kp yr,~~
r~F

_ r, _ ~ _ _ ,
- ,,,a , a , . , , , ~ r, ' . , '
~.r
.X
? ? ? T ~ ~a CONSTRUCTION N0 ES ~
• • ? ~
i ? ? ? - ? ? ? ? ? ? ? ~ ' - 1. Redirect stormwat~ runoff fCorn center of cart bridges t-0 S~i~s of
? ? ? ? 20 0 20 i ? ? ? ? 3 ~ ~ ~ cart bridges by paving raised asphalt divetsicros +?t the ends of the paved
? ? ? ? ? ~ ? ? ? V ? ? ? • -cart- ths. Pa ;i
. ~ ~ ' r f c rt brid' es such that. each brid a has a 12
cae , 2. Remove central pie s n a g 9 w: en ier olon cenierrrne of ed' stream. Reinforce , ^ , , , ` feet span betwe p s ~ Pry
t oralto earns Such. that- tie toad c ucity of cart brid s with trey ed p m. b _ ¢P 9s
the corn brid es is equal, to that _provided by` the pairs .prior to stream 'a 9
- i degradation..
_ -
i of en ineer, 3. Extend subsurface dro,ns to proposed stream per drrect on g
~ ' - (trp) • olf course irri ation s rirtkler heads aw from streambanks,
- - - - - - ? • r,.,? ? • ? ? Psne fire ,I- _ - - - - ~tYP) P;ne tree ? ? 4. Redirect g g P , thp) ? Y ? i
_ _ \ ' ' - irti ati n i e dttr~ demolition and * ? 5. Brace and protec# golf course. g o P p 9
construction. ~~,a;
? . ? 1' + ~ r? _ ;l~ ? ?
~ ~C~ - ? ? ? ? ? • vim/ ~0. t~ - ~ (~k Tree - `t ? a ? ? J ~
* "
_ _ - _ _ , _ - . ~
v - , V ?
> ; - _ V ~ ~
t-
? \ \ FI~Oih --_-._._t ?
- _ ~ , _ . u , - , •
~M~ f ~ ~ ~I I; ~ ~y,~ _ AJ ~
~ I - i ~ ~ - - _
A ° I ~ . r . . ~ . , Y ; ~ \ ~
v _ ; i yy 1: r' " _
_ r ~ ~
. ~ • • ? • _
/ - P ~
_ - - _T , r- y Wtr
- -
• . • ' _ J r ; \ ~ -
- - . r _ ,fib(
\ ~ - \ . .q.. ~ `s•_ r \v ? ? * ~ v ~ ~ s:.
. ~ __-425--- - Tree - s^' GoM Link t2 ? 4 i
2 ~ ~ RAY- R~ ? • • y Y ' ~1l' /gyp ~,~y t ~i1 e , ~t~.~ y ,
` / _ ? _ ' ? r ~ 4n, ,
~ _ . _ +y= -
~ _ - ~~.Gi _ ~ ~ ~ - ? ? - r ,~i~ ~f v_ _ ~a f~'""' \ .
~ r o , , , '
v \ arc. ~ A t.A .r ~yvv1 ~y
21 Z 1 ' ~ - - _ DEMOLETION NOTES . • ~ ' ? ? ? ? ~
1 _
- 1 i ed within the ro'ect area The following items ore to be demo) sh p ~ ? ? y _ ? ? L i ? ~ , \ \ ~ \ \
t:~ ~ _ - 1 immedioteiy prior to construction. , \
v- - 1 ? ? ? Y ? ? ? • ~ ~ ~,a. ` \1 1. `
1 1. Twin 30 CMP Culverts . Wood4n Headwall " ? ? ? ? ? • C~ v\ \v ~ \ i x;t;~.
- - 1 ~ 3. Woockn Endwall ~ ~ \V A 4
1 1
1 1 All structuros shall be removed such that. any attached or adlo~nmg ? ? • ? ~ ~ -
1 1 tructures and trees are otected from damage. s Pr ? Y ? ~Y ~ 4
1 1 z • ~ \ ~ ~ ~
\ \ \ t \ ~ ,
ay .
~ i u.. ~ ~ I ! ~ !
~ ! I i ~ i, ~ 1 ! ~ ~ - I i+G. .417 I '
_ ~ 1 ~ 417 - _ , s ~ -t--- 1 ~
- --t----- ! ~ ~ ~ i ~ I i i ~ ~ ~ ~ ~ ~ f 416
~ I ~ ~ I ~ i ` ~ ~ i ~ ~ •
_ $ T 416 _ _ I - _ - - - - - - - - - - - - _ _ _ + - - _ _ _ _ r ~ ~ .
I ~ j t, ~ I ~ v i ~ ~ ~ , 415 e i i ^i _ - _ --t- - _ - -
_ ~ i ~ I ! Y_ _ - _._.y _ - - I r-- ii a T ~ j -
415 - - - _ - _ _ ~ r I i + i ~o ~ ~ ~ ~ ~ 414 Q
414 ~ _ _ - - ---T- - - ~ - --Y--- _ ~ - _ _ - _ _ _ _ _ _ _ _ _ - - ~ ~ i i , , i I ~
~ Proposed Stream Bed ' i I i i j 413
i Log Weir w ~ ~ I 1 Log of 1 - - - - + - - _ - _t I ~
_ _ ~ i - l i 4 ~ - ~ ~ ~ Ca ' i 412 ~
I irrigobon Pie ~ lpg Weir ~
. r- - - _ _ 412 - _ _ _ _ - - - _ _ _ _ ___--1-
- - --r_ - _ _ ~ ! Log Weir i i I i i ! I ' -s 4T 1 y.
~ ~ I ; i ! 1 ! ~q ` M
411 ~ fi _ _ _ _ _ - - _ - - -1----- - - - - ~ I ~ ~ ~ Loq ev Log s ~ ~ ~ ~ ~ .r
i ~ 1 ~ ..t - ~ ; 410 x..
M I Existi S ~ ~ ~ ~ ng tl~ean , ~ • . 41@ - - - , -1-- - - r' g> .r
- ---I-- -+--r-------t---- I i ~ 'h~ ~ ~ ~
1 ~ ~ ~ I ; . i ~ ~ ~ ~ ' / / ` -r-«r y... , Y ~ ~ S. [l, 4
- _ 409 ~ _ . _ _ . - ~ f
~ /y , y r I v ~ t ,
! OOT W D GUIDE ! ~ ~ i~ IDE _ BOG WE ,J S ECTION UIDE ~ _ ROS FAQ I • - ~ ~ ~ - _ i - ...:fir . ~~y~' r
TW ~ _ . l ~ - ' I j II r x,s#'Rq } , ~ 'i ~ , ~ ' ' / ~ 407
s , totion ~ank ~atotion ~ Nnvert Elevat' n ~ ~ ~ s totion ; Cross-SeCt~on ~
_ - 407 _ - - - - . - ~ ~1+~0 eft "dP ~ ~ ~ ' r~ ' F
. t4~ - Center +4,2 ;414.70 t ! j ~ b +75 -eft ~ ~ r'' i / ~ i 406 cf', t _
Left ~ +00 414.20 +65 , , ~+90 ~ight i - - - ' , ~ ' ~ ~ ~ ~
+$0 _ ~ _ . +I~ ~4.137II_ _ ~ - Center _ ' ,...406. ~ +t3 _ ----_~e-~--__ j- - ~ I ~ ' r.., I ht I I I , • T ~ RE GUILE - a CUEV~RT ~~RUC ~ ~
. + 9 ~ +01 X413.10 ~ ~5 .eft + 0 Center ; ~ i ~ a 0 ~ _ y~: ~ . ; . ---f------ , _ - ~ ,
I +66 X41 +45 fight - +12 Left 405 - rt t v+ert nlet lrnert , Oupe Itt~ '
- - ~ + g + enter ~ + 5 eft I i~ ~ ;`Station Eleva4ion ~ Stat~o . EI~~ ! 4 4 .y ! ~ • 0
i 2 +50 ~ Ri ht ~ i 9 ~ ~ 45 i ht 9 1 _ - _ • _ ~ 1
4 ~+72 Center - - _ - Off e Le#-t ~ 0 4+50 1.70 ; t
r ~ +82 fight I ~ +65 Cente SLOG CURTAIN GUIDE i4+50 11.00 ~~+tA r ,403 , L_ - - - , ~ -
~ ~ +90 fight 403 ----------+90 - - Right - - - ~ I ! - ~ r~
tr ~ ~ 14+0~ Cen e F - ~ _ ~ ' . E _ 2 { - .
i totion !Bank . j4+30 eft ~ M 4+25 ~ Left i . ~ _ ,
- - 402 ~ - t ~ - ~ ~ . - nt culverts haA, be dual~smo0~ wol ; t~s fi~»i : End s be jo~tte+d try ~cnrscre e I ' ~ `col ;
I i ! ! i +48. ,eft ~ ~ ~ ~ ~ ~ N with wa rt, ht sealant a= m +x ~pecifica~on . , ea~~~ ~ ~ , 401 • >r
_ +38 ' _ .>~e
401 ~ - 1_e ~ ~ _ - ~ ! I ---'.-T i l ~ ~ ~ I I ~ ~ ( ! i I Headwall ' invert shell be set at 412.{'1 i _ ~ ~ r 141~M? i I 400
I I ! ' ,p . . ~ -
. I I ~ ! ~ I ~ s ----1.-~_-__. _ _ _ . ri a ;Ir.,. M.rrrr ene
4UU . d+4u otou
+00 +20 3+40 3+60 3+$0 4+QO 4+ 0 1+ 4+80 1+00 1+20 40 1+60 1 +8Q 2+00 2+20 2+40 2+60 2+80 3 3 4 4+40 4 5+00 5+20 5+40 44
0/1`
S! "f 4 0 6
i a t o-
' r ww~ y
S
i

_ - ,
. _ . - ~ ~.~,,°u. ~ ~ , ,
~ - • ~ ~ . r
~u.~~r , s , ~1. ;r.' ~ I G ~
. y W •
W W y ,
6~, , w W W M': Y.
y y' y ."R .1~ . ~ '16Y
, r y d' y' y~ -
y y y y S ~tq , t
rye.: y d'
y L y
y y y J y y J ' :'n
y y y y y y y
y y y d ,y y y y '
y y y y f 1~;
y y y y y y y d z <<ti~
y y y y y y y
y d y y y y y y
y y y y ' y y y y
y y y y - ' y y y y 0 34
, y d' d' d• y y y 10 0 10 2 ,.a~:
y y y y y y y
y y y 1f ~ ~
r d' d' J, y y y y ~y y y , e - ca
y ~ y y y
y W y ` y d' • ~ y y ? Y
y y y y y y'~ e.
y o ~ y y y y ,k •;p~.
` y y y y , , y y y y y~ u• ;
y y W y ~ • ' y y y y d• Q' ~ '
{ ~ J y y y y y ~ ~ y y y y y y
_ - y d' y y y W
,i, y y y ~Y y y y y y y y y y y y \ i.i rtt. ~~K1f
- y y y y d• y y y y y y d' r . _ y y W •Y •Y ~Y- - •Y y ~Y ~~I iy.~.. ttx.., + , ~ ~ ~ 'i [
~ ' ~Y y y y y y y y W y y W ~ y y y y W y -W- _,y r •
' ~ , '
_ y y y y ~Y W .Y Y J~ - y_ y y y y y y y y y y d' ti. _ y y y y yy y ~L W y W % Tree ~ Pine i , ~
y y y y y y y W y y y Vc -~w w t ~ YP r
Q _ W y y y y y y, y y y y y W y ~ ~ a ; ' ~ rh s ~tb: ,
sc:.. ~ _ _ W ? ~W y y y y y y ? i ~ s~ . ? il~ ~
- _W y y W d• y y _ _ _ ? i- , _ ~ ~
' - y ~y~ y y ? ~ - r - - 4;i_
'
i y y ' J; y y y n, r~ 6 fir. tf .~rr.~ .l' .Y _ 1 • / ; 'M ~ ~ : r;~: /
/ / ` / / ~ ~ J ' 2~ '`v
/ J ~ T 'n`~ "
- y W y y y W y W ~,~~M - _ Qak Tree -
_ 'jam y y y d<. y y ~ - YP
- - ~ _ - •.ru ~i ~r' . . . y y y y ``l'am y ~ - . _ ;
- ray } •t.t1• . % y - ~ ~ ,mow. ,t,.,. y y y y ~t f u. - .
. _ - , . .
\ ? s _
_ ~ V ~ ~ l . ~ - ~ \ ~ rant - _ ~
` ~ . + ~ ~ - ~ ~ - - - ~ ~ ~g
F ~ . \ ? V ~ D -
~ a i ~ L ~.+a~~• - Y I ' / ,..g - _ /fir a': <
i. \ • • • ti.~~.~r... \ / \ _ _ r
.I.Yi \ • ~ - WM f ~~r~as~ ~ . „ u Extent o ` . _ M~n~m r - W - - c
` \ -
t u er i~rr~rt ntrol Bia e ~ ~ ..'J - _ Co ~ ? ~P ~ a [tYM• S • ~ .tx t• ~ ~ ~ _ + t
_ _ to be d~eterm~ne e _ . ~ \ . at. ,•f~llJ t}yi. •1 \I% '1~y7vll • - ~ }rar• wi. ~
r hate \ • •a ~ 'tS Pf,-{ jya %•t ~ ~1 }rY 11.kr - aI~P4M~1 and olf~ course_ _a__~__ % _ ~ ~P11M,e Y - + tt \ f • i } ` ~t~ll
9 • .M t \i ~ \.~y rl It llf%{[YJ=ra{~ •it• Y Y1 ~t •tttY• O - . u
y ~ _ - a • ~ ~ - ` _ _ - r. Y - r~ . - .1 ~ - - ...•t _ w
y y ; . ri . y y _ _ ~ y y J' ---'k----*- r _ _ - ••tR t9 t. ~ •l 1 .ir•xt. t1. „ N1'iPtY •S4J.x ;xt •t[Rt•Y•t Y•• ~1 1 •tt r
• t.• t. t. _ • Y. • ~ flit - a ti~ `
y y. y y y y~ y y y y y y y. y r} _ ~ _ i . to , tt• 11t a t
< _ J, j y J• y y y d+ y y y y y y ~ /r A s a ~a - _ s tax
. y ~ rlrrw (rrit tr
y y y y y d% y y y y y y; y y ~ y y y y y - • t • K * 1 t -
y y y' _ J~` y y y y y y., y y \ , A 1 ~ a t •
y d• y y y y y y y y- y y y y d• y y y _ y d' d' ~ ~ - ~ \ ,,,,,pit. `'t ~ ~ ! ` l ~ . - ~ v • - Rt. . • s i~11 T
`l' y y y y y - _ - _ y y y y_ y y y y y y - - .•a tt J r - - . ~ 'w T+.ial- 1
y y y y y y y y y y y y y y y y y y - L tat ~ ~ • •~.•..1 Y lltlli' s:
y y y _ y y y y y y y y y '~yxYt F\•xtt RY1 xr... ~ ttf ~ _
y y y y ~ _ y y d• y y ~',.y y _ ~ ' ,
y y y y - _ y y y y y y - _ .t . iM4~lt ,
y y y y y - • t Fem. xTt _ ~ - 1. t-II.,~ t .ice •t
d~ y y y y Y t•xt.• W ~ W ' Yt[
y y y y y y y d d , _ t t Yli T;t .
y y y y y, y y y ~~~r. - - t, , h 5 _ ~ x -
y y y
y y y y y y y _ t.~ t~~~• y W y ~y" - - ~M-
d~ y y - \ y y y
y y W - G z ~ ' ~ ~ Y"
y .
y y y y y * . _ Tr e - _ _ _ _ ~ ~ a - -~iar_dwood e ~ _ _ ,
• y y Golf Link 12 W
~ YP - ~
y y y ~ y y i J~ W y y ~ - i - _Q ~ ~
a ~ y y y y ~ ~ L -'tl~-~ ~L ~y _ - f •
- ~y y y p'' • • y W W W - r~
_ 7
~T?i _ 4 _ W •V W W
i1 .p - - _ , _ , P - ?
y y • • a • - - Q~?, y W ~Y
y y , `k . W
- _ r+- ` ' ~ ,y y y y ,V
- Y PLANTING K~ p ,b. _ ~
t, _ -
~ ; _ r; ~ y W W W W
_ ~ Symbol Scientific Name Common Nome Y
_ _ _ . _ Ta Nder 12 ' - r~
~ pS Alnus seitu/afa 9 ` - ~ W y W y
~ CO Cephafonthus occidentalis Buttonbush ~ 3 MC Myrica cerifaro Wox Myrtle 32 W W W W y M~ \ ~ ~i . r.
~ y W W W W W <
1
1 W W W W W i
1 y W W W W
y y y W fdtl,~W1l61Y
Y 1
y y y
l
t
t OF S
1 !f
1

- I SHRUB PLANTING
SEEDING SPEC FICATIONS AND AREA PREPARATION NARRATIVE N.T.S.
o f. SEEDING SPECIFICAI~IONS Prune and thin branches b 1 4 of total, but maintain form and densit of branchin Y / Y 9
An area of excessive erosion at Golf Hole 11 af~d Gvlf Hole 12 of The Club of Longleaf, near Hunter Trail m South„rn accordin to s ecies. 9 P
Pines, Moore County, North Carolina has been identified. The site is located in the Sandhills physiographic region of to worsen if remedial actions are not undertaken. To arrwe at an 1. Apply agricultural lime at the rate of 94 Ibs/1000 sf. North Carolina. The site cond~t~ons will continue 2. A I 10-20-20 commercial fertilizer at the rate of 15 Ibs 1000 sf,
r ' r an erosion control and stream restoration ro'ect is PP Y , / overall solution for the identified problems ~n the p olect a ea, p
3. Seed ~n accordance with the following schedule: proposed. r f e ark mulch ov r kfitl mix of 3:1 to soil: ine bork. F Three (3) inch th+ck Jaye o pm b e bac p p 1 n ~ ' Thorou hl and evenly mix one quarter (1/4) pound of 10-20-20 fend+zer and one O you d
9Y of o ricultural lime into the backfill mix before lacement in excavation. 9 P ~
n ruction for the ro'ect and relate the details of the ro'ect to the client, The purpose of this plan ~s to guide the co st p 1 p 1 Dates Seed Type Application Rate
overnment officials contractors, and other interested parties. Approximately 0.351 acres are expected to be disturbed g ,
Burin construction. g Se tember 01 -April 30 Rye Grain 0.75 Ib/1000 sf P
Secale cereale Construct 4" hi h berm 9
~ Annual R e toss 2.1 Ib 1000 sf , y9 /
Lolium multiilorum / Remove to one-third 1 3 of root ball wra before lacement into excavation.
GENERAL CONSTRUCTION SEQUENCE TaH Fescue (K-31 0.75 Ib/1000 sf - • ~ ~ Str+p remaining root ball wrap when placed +nto excavation. /
The construction se uence will be as follows: Fesfuca prundirtocea / ~ Loosen subsoil to a minimum of six (6) inches below bottom of root ball,
q _ . / /
mi co ies of all ermits in a weather rotected, clear screen, permit post box where they can be easily _ 1: Past la Hated p p P May 01 August 31 Browntop Mallet 0.75 Ib/1000 sf ~ \
viewed, along the left side of the construction entrance as you enter the project, outside of the construction limits at Setana pan,cum ~ \ \ ~ / / ~ 2x Root Ball
the site. Bermudagrass 0.75 Ib/1000 sf Diameter
2. Begin overall grading operot~ons.
3. Form channel. Cynodon dactylon Ins II stream structures low weirs, to curtains, root wads . 4 to ( g )
5. Install erosion control blanket. 4, On areas where erosion control blankets are not used, mulch with hay at the rate of 85 Ibs ate of 85 Ibs 1000 sf between the /
6. Finish grading operations. months of May and November. Mulch with hay at the rate of 105 Ibs/1000 sf between the >etween the months of January and
7. Pre are round surface and install vegetation. Aril.
p 9 II lanted P 8. Seed all disturbed area as per SEEDING SPECIFICATIONS AND AREA PREPARATION. Any disturbed area sha be p 5 Tack hay at the rate of 8 gal/1000 sf. LOG WEIR •
or provided with temporary ground cover sufficient to control erosion within 15 calendar days of completion of any phase N.T.S. i
of radin . II. SEEDBED AREA PREPARATION 9 9
1. Area to be seeded shall be titled to a depth of five (5) inches.
_ 2 Loose rocks lar a roots and other obstructions shall be removed to im rove the robability 9 P P ~e robabilit of successful ve stated I P Y g Compacted sand/cloy
cover establishment. i
3. Apply fertilizer anti lime as indicated above. I / /
EROSION CONTROL BLANKET 4. Fertilizer and lime shall be a lied uniformly and thoroughly mixed with the soil during seedt PP during seedbed preparation. / / / ~ I n 1 inch. I / / / / Y „«a~~~a, " exceed o e O ~ I ~r,,
5 Surface of seedbed shall be smoothed so that the depth of till ridges does not exceed one I / / / o ,r M-CA,~
NOTE: Horizontal staple spacing should be altered if necessary to allow staples * Seeding and fertilization shall be repeated if rainfall runoff washes away seeds or tacking. tackin I / / / ~ 0:• fE=t1p'z;, 9 / I , a ~ s
to secure the critical points along the channel surface. I / / / 12"-18" diometer logs f •
9t71lt ` ~
w i t ~ ~ ~ t
/ ~
CRITICAL POINTS - • ( ors, . 1~~ 30' 45 I
CHANNEL CROSS-SECTIONS 2 ~ A. Overlaps and N.T.S.
~ ~ seams I rf I I PLAN
~ ~ ) ~ B. Pro~ected water ~ ~ 1 _ - r T _ - - - - - - i?w
, ~ ~ ~ . . - - I
C. C ~ ~ ~ ~ ~ , _ • • ~ - r--- - - - - - - - , Rip-Rop (uniformly
~ botto / ode si p m s o e - _ i m er Anchor ends of weir le s graded, average d a et g
' ~ vertices ~ ~ ~ 9.75 ~ , ~ , t 1 i L ~ a . _ _ equal to log diameter) with 1 /2 diameter brass
r / ~ ~ A ~ Y~_y, I ~ i i ~ i _ underlain b eotextile pins (4 long) dnven ~
~ I , . l - _ I Y g v r' II throu h to s fabric a t+ca y g g I
. 6 l ~xf 1 S ~ ; , n; ~ 1.. _ r ~,j ' i, , I
~ A r. t. t fit; ~ ~ r~ . _ _ Q I
/ . . . . i l- ~ t III= r~i~~~.r _ryt~' ~ I I i ~ ii ~ ~ ~ (1 g _ ~ I ! I = I Z ,i
. _ Y r~
_ 1 ~ _ ~I J of
1 1 • i r' 1 . i ~ - "1,11 a . • . m Q
LEFT: ,
t" . , . Q. _ - ~Q Anchor ends of we+r le s /
b.26 ~ g . \ ~ h•• with 1 /2 diameter brass
\ ins 4' Ion dnven P ( 9) ~ /
. , - I ~i.- I II i,~~s _ ` _ y ~ - I- ~ _ er icall throu h to s vt g g Y Bankfull _ _ _ _
_ ~ ~ i _ ~ ~ ~_,""~C~ - - / / / / / /
~ ~ I ~ n i'- _ "-ti ~ . i ~7~ - i / _ CROSS SECTION
~ i ~ , i ~ ~ , ~ i / ~ Q ~ ~ / / / / / / / _
' ~ ~ ~ ~ o
I ~ i ~ ~ ~ ~ i j - _ i i ~ ~ I I Z
1. Install blanket during lower flow conditions. RIGHT- _ ' \ ~
_ ~ _i ) I i ~ ~ f i ~ i/ / / \ \ \
Pr re oil before installin blankets includin a lication of seed, lime, fertilizer, and any other i I ] I I 9751 , , ~ I 2. epa s g ~ 9 PP _ o, 5 _ _ - \ \ /i r, /
~ 3 ~ - i i ~ (~~3j ~ ' amendments. ~ ~ - ~ ; ~.1 W
7- 3. Be in at the to of the channel b anchoring the blanket m a 6 deep x 6 wide trench. Backfill and - 7- ~ - Z L. _ .o
J„, ;t - _ , compact the trench after stapling. -f_. Wig`-i~~~i 1: i~ 'I ~ ~'~r~ .f.r t, Rip-Rap (uniformly
I ~ita7 T=~ jrt_I~~~ ~ I ~1-'J~I~ i ~L_., I L_,. r d avers a diameter a- . g a ed, g Q
4, Place blankets end over end (shingle style) with o 6 overlap. Use a double row of staggered stapes _ii ~i _ ii _ , T equal to log diameter}
4 apart to secure blankets. ' ~ 1 ~ - underlain b eotextile Q,. Y9
5. Full edge of blankets at the top of side slopes must be anchored in a 6" deep x 6' wide trench, ~ - ~ fabric N r
Backfill and compact the trench after stapling. 09,, W
J J
" I k sta led 2" for C350 6. Blankets on side slopes must be overlapped 4 over the center ban et and p ~ ~
matting). 1~- - Y
fe t alon the channel. Use a row of sta les 4" a art over the
7. Place a staple check slot every fifty e g P P entire width of the channel. Place a second row 4 below the first row in a staggered pattern. L~
ROOT WAD to O
anchored in a 6" Bee x 6" wide trench. Backfill and N T. . 8. The terminal end of the blankets must be p S CURTAIN LOG
compact the trench after stapling. N.T.S.
, } CROSS-SECTION - •
9. Staples shall be placed every 2 on center, with a row along each edge of the blanket. CROSS-SECTION
Anchor curtain sections
' ~ together with 1 /2" / , „ / /
12 soil cover / diameter brass pins (4
/~f / minimum ~ ~ ~ long) dnven vertically / / / ~ / ~ / ~ r h to s / / / / / th oug g
\ ~
_ _ _ Bonkfu?I?I ~ ~ , //i a:, / /
1 _Bonkfull z~.
/ / / / / / / / / / ~
~ \ \ \ /
/ - i r / / ~ 12 18 d amete ogs
\ \ \ \ \ \ \ \r i~ - (4 6 long) / / ~
8 -18 diameter logs / / / / /
~ ~ / (6 10 long) . \ ~ ~ ~ ~ / / / / / / i i~
~'4

~ "`M
!1 .
Y Ssn
• 9~~
a4(
t, SHEET 6 F

a` ti.
t
~.'r, ~t
. ' d±i.. -,k
~1 V..
' A.. k '..11
~~'1~1~~1 I~~ES'~ t
i~.,,
,y ~1,
i .y.. t.
i/
~
-'-r..
0
s i ~ .
ocArron~ r L 4
s,rE
p
y'x. Am , ~Q/V~ - /1-' !
r
P,~r
4_: n ol!
ad o
a o~
k a
he
r{.
G
to
- ~ +i~'.
2 Y 'V + ~
~r
0 z
e:
_ ,oo'
r- y~.
g .i
'a~
Lend h'. . s . it Z'~ y`*fia'__
ei,;
A~Y
~C> > ~ l~~ ~Bnfrmmstrucwrs> ee
1J~1 ~i ~ ~'~n SO~Om IdC
. Fla: 10 B~Q63 )
-7 J
f k
~s. ~ ~ ,rf. .t .
a ,r~
t, z
t
.
1 COVER 4 GRADING - PL SCHEMATIC LAYOUT 5 PLANTINGS / EXISTING TOPOGRAPHY 6 DETAILS „s . `
. • ~ • ~ sII t ~ '=.h~ SS ~ . '
~y ~ ',r;
© / ~ . ~ i ~ `;4"
x~.~ ~s . :+nw,
~ , S
T~ ~f
.
1 ,}C„;
)
fW n h~P
•f..
?J~1`.
F
2001
Prepared For: The Club at Longleaf. Southern Pines, North Carolina BLWI BLWI Project a , ,

m
~ ~k
~.~r ~
7
~ w

~.:f {:r;",..
1
r ' 1
_ 1 z
`v; 1 ~':a
1 ?~.t R~} 1

i `
20~ 20 0 20 40 60
r. > ~~~~~I 1
~;:t;4 e
t

4.. ;t~
i'i' i
4 4 4 4 4 1 ~ i
..:a; J . i 4 i
lW. ? i v k` , ' . 4 4 4 J
M~"•y J .4 4 • i . F.,.~~~ . Y ` 4 . 4 i J
`G . • Y i
~ y Y , / a i ? i i 4 . . i ,,ttttlglrlii~n,
• , i i i 4 4 4 i
t~~? ~ : L
~ ? ' . ? i 4 4 i .r... • ` i ` J ? i 4 iEAI
.Y 4 4 4 4 T 4 6111li
xrd ? 4 \ 4 4 i ? i J i
/ 4 i i J 4 4 i 4 7 t= 11 1 j a
~ a i i 4 . 4 w`.

~,3",: J Y J ` J' r r y a 4 ~ i J r i J i
. . . . . ~ . a r 4 . . 4 ~ `
v` . i . Q
. ? . i 4 , . r , 4 , . i , • r • , . r ? . • 4 i 4 i ,
J, 4 4 4 4 i? ,'fir v v . + . . ? 4 . ? . 4 4 ~Y
CO (~y{~.~~p~~ , 4 4 4 . ~ . J ? i i i i 4 i i i YY Y . a
4 4 4 i 4 4 4 4 4 4
ek;s~ - i. 4 4 i 4. 4 i m ~ Q i ? a ? i 4 4 i ?4" RCP . . 4 4 4 J . ~ Y ? i
°'S~'n•~ i Y i J i v 4 . i a i J i . Y `
CG i 4 Y i 4 W 4 i i i 4 4 L ~ L J . ? Y Y V
l / V V . Y`Y`+ ~ a v W V
Q Q y Y y Y Y~. J L Y?+ Y Y
Log Curtain CMP • 60 ~tYP) Golf Link 11 ~ ~Y.Y•+•
Exstm9 AS O W W r.«? Y? Y i Y a • i i
\ AS AS CO ` "Wooden Headwall . ~ , ~ . + . Y .
i~ ' ~ ~ Existing Stream ~ Q to be Replaced ~ ~ Y , Y Y ~ . .
1 - CO Y Y With Precast CO Concrete Headwall Y y
4 . J i . T. W~'4 C J i 4. J... 4. J . Y~
i 4 i i. J 4. 4? AS C ? J J J 4 + 4 + 4 J , J V r J . i . I
~ ~ j i,`,r?'+i,.a. ,a-iJ JiJ4JJJ.iy•,JJ S V Y
4 4 4 W J,?. i i J i J r i i 4 Root Wad i 4 J a . J., J? 4 a J J i 4 4 (tYP) C Y ` a y Y iIL ~ i ~ Y
i . 4 ? . r , . . i ? ? i ? i 4 J 4 Y K~F,~. a v ? w Y r.. ? W Y ? v O
' ' i L ? J a J J 1 Y r , J i J 4 ? 4 4 / J . . ~ J ? J J i J i 4 } 4ii wJiii44 J ~ ~ YY Z
? ? . i i 4 ry Y Y .
~ ~ ii'J`i°.° i 4 i i4 c~ 4 , 4 , 4 . . i / CO MJ + r i . . a L i ~ w
C a .Y W
iJ 4 i ~ . ? L , J m ~ `Y Y Y J
w . ~ . ~ Rip-RoP Z
J Golf Link 12 J . ~ 4
Rip-Rap Iv its W ` r ` Twin 30 CMP Cue Y
. 4 J J 4 i f , ' Y loced With Y Y ~ Q , to be Rep
J , i Sk ? 4 y ~ Y 24' do 36" PEP Culverts Y Y . ~ N
• . ~ I J ~ i Y Y Z . i J i y
. i ~ . ? h a Y • ? i i i Y Y ? ? J' v ? L V \
i e ? V Y Y y W r
~ 1 ''I 1 ~ L I / ` ' Y a Y L . • '~l ~ i Y i V ` ` C
i L r i i L / V 1 , Y Y+ L Y Y V • i i a
• a Y ` + ` Y W ` i ? ? Y Y ` ~ ~ ll`
? r ? a Y ~ ? Y i i W O
• V. a ? a a a Wooden Endwoll
~1 V ? ? v ~ T Y to be Repaced . With Pn>K:at
' 1 ' „ ' a ' ~ ' a Concnete EMwall s
l 1 . . Y .
a 1 1 Y Y
1 G:; ` ? i Y
~ l 1 L i
1 ~
'Y'
V~~i~
Pro~ect T e: Stream Restoration
~ YP 702 feet '~~x`: Project Length:
;~~3::
R ach Len the 555 feet Proposed e g
Degraded Reach Length: 290 feet
Pro osed Stream T e: B5c p !'P Reference Stream Ty e: B5c. ,P
De railed Stream T e: G5/6c g YP
- i" Iv r nth; 160 feet Proposed ,u e t Le g
Degraded Culvert Lengthy 1 fi0 feet
Pro osed Culvert Type: Polyethylene Pipe (PEP) P -~~,=1" De railed Culvert T pe: Corrugated Metal Pipe (CMP}
9 Y r ~ T mas Stewart Blue PE, PLS
Project Engineer: ho
BLUE: Land, Water, Infrastructure, PA VERIK'rN: N/A
12?1 Old Hi hwa 1 South 9 Y # Southern Pines, NC 2837
(910) 69?-6461 OR~MAI ~ DE8101i~D Br:15~/la8
REVIEWED BY: T~!/bff/148
. _ r~ c,~......,,~1 ?L... DC DI C
Project Surveyor: ~r us cW~ u~, FIE NMO~ ODOIO~,Dwe
BLUE: Land, Water, Infrastructure, PA FED OOOK: 0-1t-!!
1271 Old Highway #1 South Southern Pines, NC 28387
[phone] DAM 05/16/01
SHEET 2 OF 6

A
~i~i
GENERAL NOTES
1
t~ 1. Benchmark locations and elevations shall be verified by the ~ ~~ntractor prior to
4, ;F.. f construction. ~ ~ w commencement o ~
2. The contractor shall provide all appropriate barricades, warning lights, and warning ~
n to ensure the safet of the public at all t~rnes. sag s Y
~`yo
.t'+R rdance with a licable local, state, and federal safety laws, 3. All work shall be done m acco Pp
1 t°~' 1
4. Existin utilities are shown in their approximate locations only. Any damage done to 9
1 ~ existin utilities whether shown on this plan or not} shall be the responsibility of the 9 ( contractor shall verif the location of all utilities (shown or not shown) contractor. The Y
rior to commencement of construction. To ensure proper location of utilities, the
1 P NE-CALL NO-CUTS at 1-800-632-4949 at least forty contractor shall contact NC 0 ( )
1 1 eight (48) hours prior to commencement of construction.
~ l
i ~0~ ~1 5. The locution, reservation, repair, and replacement of all irrigation piping,. electrical P ' ~ other im rovements ~s the res onsibility of works, vegetation, drr4eway matenal and p P
the contractor,
y.: rior to the commencement of 6. The contractor shall venfy all site conditions p
construction and shall contact the engineer immediately if any significant differences
are found.
7. The contractor shall be responsible for the removal and disposal of any incidental
organic and construction debris.
? 4 • 4 4
. The contractor shall kee the engineer infarmed of the progress of the work and 8 P
'::.:y'.. 1 r v ? W • request inspection of the work an a regulor basis.
• / r 4 4 4 • The contractor shall notif the engineer fcrty-eight i;48) hours before any construction or 9. Y
x.x / y 4 i 4 L • • t ? Y V Y demolition work commences.
i • • •
4 r ? r •'1~~t~~~1 q?ryrN~.,'
4 ~ .
, • • ~i
' 4 a . ? • a ~ SEAL
• 013496.
' ? • 0 •,.CiM
a 4 4 4 ? ~ . ~s '
^ • 4 ? 4 ' \ 4 ?~1 stew
x`'11 ~ r/'~ ~
••4?.~ ? ? ? 4 W 4 4 4 4 • ? • 4 4 -4 ? 4
. - ~ 1 i + 4 4 4 L 4 4 4 ? ..7... W r ? 4 i
r ? a r r ? ?~l ? ~ + a W V r ? W V V 4 W W 4 4 , L V "
_ Y y ? ? ? y ? • • 4 ? ? ? ? i 4 4 4 i 4 Pine Tree
/ _ _ • ? ? ? a 4 ? • ? ? a r ? ? ? ? • ? ? • 4 ? i _ ~ - ? • ? • ? ? • • 4 ? ? ? v ~CYP) " " " " " .
i ~ ~ ~ - ~ - -
4 4 ? ? ? 4 4 i 4 4 ? - 6~ W " +
f~ < L .v " ~ \\n i +
Fk~stin' ~ ~ ~ • 4 4 •c ~ , {4" ~ 4 • • 4 4 - - Ook Tree ~ RCA , - - V ~V\ ` > ~ W - Ook Tree
\ 4 ? • 4 • 4 ' v _ ~ 1 _ ~ 4• a a ? 4 4 {GYP) y d
r \ i 4 .W. Z
~ _ ' v v + ~
- - w~: Stump \ 4~ J 9 a a y . ? . " " _
M \ " ~ Golf Link 1 ~ W " " ~ + " ~ >
Xl6ti 9 64 ~ ~ ~ ~tYP) ~ ~ ~ ~ ~ ~ ~ ~.__7 1
~ -yv v~ 4 t J a Y Y " ? ` ~ " ? a .r ` ? i " r . " y ~
~ ~ Existing Sfreom , v - ~ ' - _ _ .y U
/PTT-.~ _ ~ ~ y .
4 ' ~ 4 _ 44.4.?.•. 4 4 ~ -
4 ~ ~t_ 1 i ~ - 5Z v 4 ~ ? , - ~ L • " " V'
? • • 4 4 . • a 4 ~ ? 4 • _ ~ r, ~ ~ _ - i . a a
t 1 4 v • ,
4 4?? ~ 4 4 4 4~ W ? 4~ 4 - • 4 4 4 ? ? ? r a ? 4 4 Y • Y _ \ "
? ? 4 4 . ? 4 4 4 v 4 Q-. ~ 4 4 . 4 ~1 a a _ a ~ . "v~+
U\ W • 4 ~ ~ a ? v a 4 4 ? + i a 1 ~ ~ • ? V Y i V Y a Y i /
4 4 4 a \ ` 4 y ? Y 4 a 4 ~ ~ w .a
4 4 1 ? ? ? ? • J /~d ~ ~i !l mil/ ~ ~
? ? 4 W ? V ~ . Z
/ 4 4??? 4? 4 W i L ~
- - - ~ _ -<:~~~j- 4 4 Hardwood Tree fi Golf Link 12 4 • ~tYP) Hardwood Tree - - ~ ~ " " ` ~ ~tYP) _ - " " ti ~ ~
? 44 . 3Q y " ~ ~ O y ~
V~,4 y Y• 4? 4 4 • - ~ 'nA 4 4 4 0 " ~ . 'a ~
L^ 4 Y y y f ~ " " y " ~ Z t \ ~i L a Y u L W ~ L \ -
Q ? . VJ y + Y ~ ~ O • • a ~ ~ O ~
L 4 ~ \ y " ~ e -
• ~ \ ~ ~ , ' a . v " " a ~ ~ T W v a a a ` . " " ~ ? i .r
i ?12, ~ ti ~ E-
\ ~ V' ~
l i~ 0' W ? W ~ " ? a ~ i " .y W W W ? ? ? Y. ~ ~ \ ~
v _ - \ - Y " V " ? L V \ " \ ~
k(~ ' . • ~ ~ a
. . ~ " a. . . '
.W ~
1 -s
1 ~ ~ ~ ,

z
q~, x
20 0 2G 40 60
>
~
F~ 4>..
,e
r
VERtICAIa t{/A
~~,t~ DfWMW ~+1: 'f'B DES 81': T9B~/Kt8
D ~
f1,E_NMIE~GOOIQI~~0

F03O ED= o-ls-w
J'~t
1.' 4 DOE 00/15/01
~!`y 7 ' r r
y. SHEET 3 OF 6
i
4
a:+ 7. .mow,
?F

~~y.',.