20010011 Ver 1_Complete File_20010111

D
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley., Governor
Sherri Evans-Stanton, Acting Secretary
Kerr T. Stevens, Director
7?
N R
January 11, 2001
DWQ# 01-0011
New Hanover County
Jim Emrick
Pine Valley Country Club
500 Pine Valley Drive
Wilmington, NC, 28412
APPROVAL of 401 Water Quality Certification
Dear Mr. Emrick:
You have our approval, in accordance with the attached conditions, to construct the Pine Valley Stream
Restoration Project in New Hanover County, as described in your application received by the Division of Water
Quality on January 4, 2001. After reviewing your application, we have determined that this fill is covered by
General Water Quality Certification Number 3256. This Certification allows you to use Nationwide Permit
Number 27 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal,
state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application for a new certification. If
the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed
one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to
be valid, you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.U.
Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask
for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorsey at 919-733-9646.
Non-Discharge Branch
Telephone [phone]
1621 Mail Service C
.evens
Raleigh, North Carolina 27699-1621
FAX # [phone]
An Equal Opportunity Affirmative Action Emolover 5QIo recycled/109'. post consumer paper
Attachment
cc: Corps of Engineers Wilminton Field Office
Wilmington DWQ Regional Office
Central Files
File Copy
Barbara Doll, NC Sea Grant, 100 B 1911 Building, Box 8605, NC State University, Raleigh, NC, 27695-8605
Dave Mayes, 304 Chestnut St. Wilmington, NC, 28402-1810
010011
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AEH ID: CORPS ACTION ID:
NATIONWIDE PERHXT REQUESTED (PROVIDE NATIONWIDE PER3iIT #):
PRE-CONSTRUCTION NO=CATIOi APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION a0R SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION Oil COASTAL MANAGEMENT
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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 SHOULD BE
SENT TO THE N.C. DIVISION OF-ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET).
PLEASE PRINT. gf,rick
1. OWNERS NAME: Pine Valley Country Club (Jim #ele-, General Manager)
i
2. MAILING ADDRESS: 500 pine Valley Dr. `
,I n i A
• SUBDIVISION NAME:
CITY: llflmingtnn STATE: C ZIP!CODE: 28412
PROJECT LOCA -ON ADDRESS, INCLUDING SUBDIVISION!NAME (IF DIFFERENT FRCM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME): ; (WORK): 0 791-
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER: Dave Mayes, City of Wilmington, Storm Water Services,
305 Chestnut St., Wilmington, NC 28402-1814
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPCGRAPHIC.MAP OR
AERIAL PHOTOGRAPHY WITH SCALE): i
COUNTY: NEAREST TOWN O? CITY: Wilmington
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.)
Pine Valley Golf Course
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6. IMPACTED OR NEAREST STREAM/RIVER: Middle Brandh, Hewlett's Creek
RIVER BASIN: Cape Fear
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TRO T, TIDAL SALTWATER
(SA), HIGH QUALITY 'RATERS (HQW), OUTSTANDING RE OURCE WATERS (ORW), WATER SUPPLY
' hw/ LUU1 11 . UJ 71 D71 :J ! U DJ i.v .?u•+ ?nn. .?...._ .. -.
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k' (WS-I OR WS-II)? YES (X4 NO ( ] IF YES, EXPLAIN: Project is 1.75 miles
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upstream of SA waters located at the mouth of Hewletts Creek
7b. IF THE PROJECT IS LCCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES I[ ] NO [X$
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 t'OR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION: Developed
1•
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES ( j NO [XX IF YES, PROVIDE ACTION I.D. 14-UMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 4011 CERTIFICATION)-
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8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THE PROPERTY IN THE FUTURE?
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YES ( j NO ( j IF YES, DESCRIBE ANTICIPATED WORK: Restoration of Middle
Branch on the golf course property is anticipated in the future.

9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LANb. Golf course; 132 acres, 2.2 acres
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: _ affectec
acres
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER: Restoration
DRAINAGE: TOTAL ACRES TO BE T PACTED: 0.33
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPO ED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 789 FT AFTER: 1037 FT
WIDTH BEFORE (basad on normal high water contours): I T.6 FT (b ankfull width)
WIDTH AFTER: 10 FT `
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•1,14/1bb1 11: 5.i ylld=)tuj!j IVI. 5tH lZMk I r-Hur- ua
AVERAGE DEPTH BEFORE: 0.7 FT AFTER:' 1.0 FT (Bankfull mean depth'
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECk ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL ELEVATION: CONSTRUCTION OF A DA4/FLOODING:
OTHER: - XX (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?
12. DESCRIPTION.OF PROPOSED WORK INCLUDING DISCgSSION OF TYPE OF MECHANICAL EQUIPMENT
- TO BE USED (ATTACH PLANS:.8ll `x 11" DRAWINGS ONLY) : The stream will be restored
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to a Stable im i?sion pattern and profile, at its !Yistinfr. elevation Sinuosity
will increase from 1.04 to 1 36 F1oodAlain width of 18 feet will inrease to 40.70 feet.
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13. PURPOSE OF PROPOSED WORK: Reduce streambank erosion. Increase treatment of
stormarater runaff through floodpl in filtrations - `
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMI?ZE WETLAND IMPACTS)
_Redt,c{ng ctre' mt)ank rrnaion in JTnport^nt to improving water AL a y in
New Hanover County's tidal creeks '
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC RESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE ¢F HISTORIC PROPERTIES IN THF.
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSiD PROJECT.
DATE CONTACTED: 12-4-00
16. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBL{C FUNDS OR THE USE OF PUBLIC
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U1/b4/"1UU1 11:5.j j1j515tuj:D M, 5tH UMkNI rHU? uo
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(STATE) LAND? YES (XXI NO [ I (IF NO, Go TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT
PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT?
YES [ J NO [XX1
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION STATE CLEARINGHOUSE? YES ( I NO [ I
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE
NORTH CAROLINA ENVIRONMENTAL POLICY ACT. I
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS-SHOULD BE DIRECTED TO MS.
CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF
ADMINISTRATION, 1302 Marl Service Center, RALEIGH, NORTH CAROLINA 27699-1302,
TELEPHONE [phone].
17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERt4IT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL
STREAMS (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 PROJECT.
4
c. IF DELINEATION WAS PERFORI4ED 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.
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a. WHAT IS LAND USE OF SURROUNDING PROPERTY? -Aesidential (0.5 acre lots),
golf course -country club
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t. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.

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Ul/U4/LUUl 11. 7J 01 J.J1J ( u.."i nv ...,?^ w.rn.? •, -•-- -•
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NOTE; WETLANDS OR WATERS OF THE U. S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEr7RS PERMIT, AND
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION. I
s
-LEM 6??
OWNER'-S /AGENT' S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY `
IF AUTHORIZATION LETTER FROM i
THE OWNER IS PROVIDED (18G.))
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01/04/2001 11:53 9195157095
NC SE? GRANT
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,_ ......._-- PAGE 03
DEH ID: CORPS ACTIO4 ID:
NATIONWIDE PERLIXT REQUESTED (PROVIDE NATIONWIDE PEPdtSTI' #) :
PRE-CONSTRUCTION NOTIFICATXUJ APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE: `r
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFI TION
3) COORDINATION WITH THE NC DIVISION OV 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 SHOULD BE
SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET).
PLEASE PRINT.
e?ri4k
1. OWNERS NAME: Pine Valley Country Club (Jim ZjArjele, General Manager)
2. MAILING ADDRESS: 500 Pine Valley Dr.
• SUBDIVISION NAME:
CITY: Wilmingtnn STATE: _ Tc zip, CODE: 28412
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION)NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): i
3. TELEPHONE NUMBER (HOME): (WORK) : -910/791-lb5b
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER: Dave Mayes, City of Wilmington, Storm Water Services,
305 Chestnut St., Wilmington, NC 28402-181
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A C PY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: NEAREST TOWN 0 CITY: Wi mineton
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMOKS, ETC.)

6. IMPACTED OR NEAREST STREAM/RIVER: Middle Brandh, Hewlett's Creek
RIVER BASIN: Cape Fear
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TRO T, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RE OURCE WATERS (ORW), WATER SUPPLY
01/04/2001 11:53 9195157095 NC SEA GRANT PAGE 04
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(WS-I OR WS-II) ? YES [X4 NO [ j IF YES, EXPLAIN: Project is 1.75 miles
upstream lofatedjU the mouth o' Hewlett Greek
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROL#NA DIVISION OF COASTAL MANAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES,[ I NO (XX
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 VOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION: Developed
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ ] NO (XX IF YES, PROVIDE ACTION I.D. DUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 40(1 CERTIFICATION):
,
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ] NO [ ] IF YES, DESCRIBE ANTICIPATED WORK: Restoration of Middle
Branch on the golf course property is anticipated in the future.
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: Golf course: 132 acres, 2.2 acres
95. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOOTED ON PROJECT SITE: 0 acres affeetec
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER: stor on
,
DRAINAGE: TOTAL ACRES TO BE T PACTED: 0.33
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPO ED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 78 FT AFTER: r 1037 ET
WIDTH BEFORE (basQd on normal high water conto rs): 11.f, FT (bankfull width)
WIDTH AFTER: 10 FT
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01/04/2001 11:53 9195157095 NC SEA GRANT PAGE 05
AVERAGE DEPTH BEFORE: 0.7 FT AFTER:', 1.0 FT (Bankfull mean depth
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECfw ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL ELEVATION: CONSTRUCTION OF A DW FLOODING:
OTHER: XX (restoration)
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS ,HE SIZE OF THE WATERSHED DRAINING
TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION.OF PROPOSED WORK INCLUDING DISCO SIGN OF TYPE OF MECHANICAL EQUIPMENT
TO B$ USED (ATTACH PLANS:'Ste 'x 11" DRAWINGS ONLY) : The stream will be restored'
s
to a Stahl . dim nsion pattern and rofil at its existing elevation Sinuosity
will increase from plain width of 18 feet will inrease to 40.70 feet.
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13. PURPOSE OF PROPOSED WORK: Reduce streambank eiosion. Increase treatment of
r
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT 11;
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIM?ZE WETLAND IMPACTS):
Rcdilc-Jng--a=tr?..?.m_bqnk i-.rQqinn Is important to i
rovin water in
New Hanover Count ?s tidal creeks
r
1S. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC tRESERVATZON OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE F HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT
DATE CONTACTED:
16. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBL{C FUNDS OR THE USE OF PUBLIC
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01/04/2001 11:53 9195157095
NC SEA GRANT
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(STATE) LAND? YES [XX) NO [ j (IF NO, GO TO'18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT
PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT?
YES [ j NO [X)Q
(
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ j NO [ 3
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE
NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW ?ROCESS"SHOULD BE DIRECTED TO MS.
CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH DEPARTMENT OF
ADMINISTRATION, 1302 Marl Service Center, RALEIGH,PAROLINA
ORTH CAROLINA 27699-1302,
TELEPHONE [phone].
17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
i
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERt4IT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL
STREAMS (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 ATLANDS TO BE IMPACTED BY PROJECT.
I
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 P#AN IF REQUIRED.
a. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential (0.5 acre lots),
goL£ course, country club

f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE,
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01/04/2001 11:53 9195157095 NC SE' GRANT PAGE 07
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NOTE: WETLANDS OR WATERS OF THE U. S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEgRS PERMIT, AND
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION.
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3166
OWNER'•S/AGENT'S SIGNATURE D?TE W
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM ?
THE OWNER IS PROVIDED (18G.)) I
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01/09/2001 09:34 9195157095 NO SEf GRANT PAGE 01
NORTH CARomA SEA GRA+
? 100 B 1911 BmDLNc 1
BOX 8605, NORTH CAROLINA STATE UNIVERSITY
RAtacx, NORTH CAROLINA 27695-8605 r
919-515-2454, FAx: [phone]
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FAX MEMORANDV
To: Todd St. John, NC Division of Water (?uality
Fax: [phone]
From, Barbara Doll, NC Sea Grant I
Phone: [phone]
a
Subject: Pine Valley Design Information
CC: Dave Mayes, City of Wihnington _
As requested, please find attached the additional desi informatiou requested for the
Pine Valley Stream Restoration Project. Included in th information is the bankfull
validation, sediment transport analysii and the design p eters for dimension, pattern
,:cud profile as developed for the reference reach data. a reference reach, DeWayne's
creek, is located near Edenton, North Carolina off of 'ghway 64.
If you need more information or have questions, please) call me at your convenience.
Me UNlvan= OF NORTH CAROLINA IS CON.BRISM OF SA=N SENIOR 14MVIWNS IN NORTH CAROLL^(A.
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01/09/2001 09:34 9195157095 NC SEp GRANT PAGE 02
Pine Valley Stream Restoratiop Design Notes
Bankffill Verification
Bankfull identification and ;field cross-sectional surveys for the tributary of the Middle Branch of
Hewlett's Creek located on the golf course at Pine Valley re?ealed a cross-sectional area of 8.4 and
11.1 square feet for the cross-sections above the stream confluence (watershed area = 0.5 square
miles). Below the confluence, the cross-sectional area was measured at 17.3 square feet corresponding
to a watershed area of 0.8 square ,wiles. The watershed for the tributary is comprised of single family
residential (1/2 acre lots), golf course and some commercial property. Currently, a coastal regional
curve has not yet been developed for either urban or rural watersheds. The NC Stream Restoration
Institute is currently working on developing these curves. Preliminary survey indicates a smaller
bank full discharge and cross-sectional area for coastal streanl? in comparison to urban streams, with a
1-year return period for bankfull. Pine Valley points lae just bellow the Piedmont rural curve, despite its
fairly heavy level of development (approximately 30 % imperious) (see Figure la). However, it is
expected that coastal streams with their very pervious sandy ils would produce larger base flows and
smaller storm flows for the equivalent size watershed found irjthe Piedmont.
North Carolina Piedmont Regional Curve
Figure lb
toooo
0
1000 o
y = 331.0
too
o
to? I R2=0.9Y
0.1 1.0 10.0 IOOA tOc"
txawr Ar" In au
• VMK DVA ? anti Diu ---P w (t,M.- ary --t-W aut Day
North Carolina Piedmont Regional Curve
Figure la
1
toao
tao
0 n y = 61.52
to R'=0.
y 21.43x°i6d
R, = 0.95`
w
0.1 t.o to.o too.o tooo.o
• vw.e nwa ? RacY Dw +-.++tyMa cuom n 1,
01/09/2001 09:34 9195157095 NC SE? GRANT PAGE 03
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Sediment Transport Analysis
Methods: !
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Shear Stress at the steepest ripple was checked using Shield' Curve. The shear stress placed on the
sediment particles is the force that entrains and moves the particles, given by;
T = y'RS
Where, i = shear stress (lb/ft )
y = Specific gravity of water (66.4 lb/ft)
R - hydraulic radius (ft)
S = riffle slope (ft/ft) ,
Hydraulic Radius equals Area (A) divided by the wetted pec?'r eter (P). Wetted perimeter (P) can be
estimated by the following equation: !
P - 2* (Dbkt) + WW
Where, P = Wetted Perimeter (? )
DW = bankfull mean d th (ft)
Wbkf - bankfull width ( ).
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Pine Valley ]Results:
Table 1: Sediment Transport Analvsis Results f
Existin Above C nfluence Below Conllucucc
Dbu (ft) 0.8 1 1.3
Wb ft 11.9 0 13
Area, A ft 8.4 io 17
Wetted Perimeter P f3 13.5 2 15.6
Hydraulic Radius R ft 0.622 0.$33 1.09
Ma?dmum Riffle Slope, s ft/ft .024 .0507 .007
Shear Stn T Ib/ft2 0.93 0.56 0.48
Particle Size Shields nun 55 29
Conclusions:
Evaluation of Critical Shear Stress and comparison to Sheild7 Curve indicates that following
restoration; Pine Valley Stream will move course gravel in the range of 19-29 mm (see Figure 2). Pine
Valley is a sand bed stream with medium to course size grains (.25-1 mm). Therefore, this analysis
would appear to predict that the channel would suffer serious tour along the ripples during bankfull
discharge events. However, the Shear Stress equation and Shi lds curve are developed for gravel bed
rather than sand bed channels, The design was revised follow?g preliminary analysis of sediment
transport in an effort to reduce shear stress to the greatest ext nt possible. Stream length was increased
and ripple slopes were flattened as much as possible within th belt width available on the golf course.
Log Cross Vanes were added to stair step the stream back to de at the cart paths. Sinuosity was
increased to 1.3, exceeding the measured sinuosity of the refe nee reach of 1.1. In addition, rifle
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01/09/2001 09:34 9195157095 NC SEA GRANT PAGE 04
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slopes were maintained below the valley slope of .7 percent. It is also worth noting that design
succeeds in reducing shear stress by more than half according to the analysis method. In addition, a 1-
year, 6-hours storm (approximately bankfull flow) produces 4 discharge of 47 cfs for the 0.8 square
mile watershed, assuming a runoff coefficient of 0.25. With abankfull area of 17 square feet below the
confluence, this would produce a velocity of 2.8 feet per second. This velocity should support adequate
sediment transport without resulting in excessive scour of the channel bottom.
j?w

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01/09/2001 09:34 9195157095
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01/09/2001 09:34 9195157095 NC SEA GRANT PAGE 06
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01/04/2001 11:53 9195157095
El ®r IT irt
City of
Wilmington
North Carolina
NC SEA GRANT
1 J MCI ? i
'
M-F p
i"Uiya
ECIIGiy .....1
december 7, 2000
Mr. Rob Ridings
Wetlands Unit
4401 Reedy Creek Road
Raleigh, North Carolina 27607
PAGE 02
Development .
Services
305 Chestnut Street
PO Box 1810
Wilmington, NC 28402-1810
[phone] tdd

Re: Stream Restoration Project
t
Dear Rob:
I
Enclosed are seven copies of plans, specifications, narrative and permit
application for a stream restoration project at tho Pine Valley Country Club. This
project Is being implemented through the cooperative efforts of the City of
Wilmington, New Hanover Tidal Creeks Board Pine Valley Country Club and
North Carolina Sea Grant. The funding comes;from the Clean Water Manage-
ment Trust Fund through a grant received by iv `w Hanover County. The project
engineer, Barbara Doll with NC Sea Grant, spo a with John Dorney about the
application fee and understands that it is waive because the project Is funded
by CWMTF.
As described in the narrative, disturbance] of wetlands Is just under 1/3 of
an acre and we are submitting an application package to Scott McClendon of the
Wilmington District USACOE for processing. The Intent of this project is to
improve this drainage way to a natural, stable tream with pattern and profile
that Is consistent with streams In coastal North Carolina. Please let me know if
you need any clarification or further Information. Ii
f
S?ncerely,
D vid B. Mayes, E.
S rorm Water Services Manager
cc: Barbara Doll - NC Sea Grant
Chris O`Keefe - New Hanover County
Community Dovolopmont Planning
[phone] telephone [phone] telephone
[phone] facsimile [phone] racsimile
Enginegring
[phone] telephone
(910) 344881 facsimila
{f
i
1
i
Devalopment Management'
[phone] telephone
[phone] facsimile
1?
01/04/2001 11:53 9195157095 NC SEA GRANT PAGE 08
PINE VALLEY GOLF COURSE STREAM RESTORATION
NARRATIVE f '
Proiect Location ;
The project is located on the golf course of the Pine Valley Country Club within
the Pine Valley Subdivision. 'Specifically, the 100P-foot channel crosses holes 15,
16 and 17.
project Descr(ption
Decades of development have degraded stream$ throughout the North Carolina
Coastal Plain. Channelizatlon, loss of riparian vegetation, floodplain restrictions,
draining of wetlands and other changes in hydrology have altered the dimension,
pattern, and profile, and thereby the function and habitat of coastal streams.
Restoration and stabilization of degraded streams is a priority focus for many
federal, state and local government agencies and nonprofit groups. Natural
channel design techniques can offer long term Istabiiity for degraded streams
through the incorporation of natural stream While there are several
successful demonstrations of natural channel !design throughout the North
Carolina Piedmont and Mountains, few stream restoration projects have been
conducted in the North Carolina Coastal Plains.
New Hanover County, the City of Wilmington, ithe Cape Fear Resource and
Conservation District, the North Carolina Coope?ptive Extension Service, North
Carolina State Universlty,.NC Sea Grant and Pine Valley Country Club are working
together to plan and implement the demonstra on of natural channel design
based restoration along 800 linear feet of degraded stream running through the
Pine Valley Golf Course. This coastal stream, a 'tributary to the main stem of
Hewletts Creek, drains a 0.5 square mile watershed comprised of the golf
course; single family residential and commercial land uses. The stream has
eroded down to the elevation of the invert of a orm drain system installed in
the residential area of the watershed. As a restiit, the stream is entrenched;
meaning it can no longer rise out of Its banks a d spread out on a flood plain
during high flows. The resulting narrow, deep tre ch of water flows significantly
faster than a stream spread out across a wide fl od plain, causing even more
erosion. The stream is in the process of eroding o?tward to restore an adequate
floodplain and reach a balance between the amount of water flowing in the
channel, the amount of sediment it is transportinq? cnrough the channel, and the
changing slope and size of the channel. l
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01/04/2001 11:53 9195157095 NC SEI? GRANT
f
PAGE 09
The removal of woody vegetation from the strOmside has accelerated erosion
on this stream. The resistance to erosion provided by soil depends on its
cohesiveness and texture. The sandy soils ;found at Pine Valley have low
cohesion and are comprised of particles small 'nough to be moved by relatively
low flows and velocities. Deeply rooted bark vegetation, especially woody
vegetation, both lessens the impact of rain dire0y on the soil and holds the soil
in place through the development of a root t .ork or root mat that stabilizes
and reinforces the soil on the streambank. The loss of this vegetation at Pine
Valley has reduced the resisting forces and helpdd accelerate erosion.
i
The goal of this project is to demonstrate the successful use of natural channel
design techniques to restore a degraded coasta? stream. The objectives are to
reduce the rate of erosion by restoring the stream to a natural balance or
dynamic equilibrium between the amount of winter flowing in the channel and
the amount of sediment it is transporting, aqd to improve the aquatic and
streamside habitats, The success of naturall channel design relies on the
accurate identification of bankfull channel dimension and discharge and the
Identification and analyses of a stable reference ?'`each to be used as a "blueprint"
In the restoration design, The project team has ?.each
an existing condition
survey, Identified existing bankfull channel 100 menslons, calculated existing
bankfull discharge, identified and surveyed stable reference reach, and
developed a stream restoration design to be esented to the New Hanover
County Tidal Creek Advisory Board at their June Meeting.
The proposed stream restoration design calls for the construction of a nested
channel, consisting of a narrow low flow channel within a larger bankfull channel
to improve stream efficiency and aquatic hauitiac, The area of the bankfull
channel is based on the existing condition survey while the width and depth are
based on dimensionless ratios taken from the i stable reference reach. The
floodplain will be widened to slow the water an reduce erosive forces at high
flow. Meanders will be constructed based on dimensionless ratios taken from
pattern measurements of the stable reference re ch to dissipate energy, restore
natural bed features, and improve the aestheti s of the stream. To prevent
future erosion, improve streamside habitat, and provide shade, the floodplain
and banks will be planted with a mix of nativ wetland plants, grasses, low
growing shrubs, and trees that can survive periodic topping. In stream
structures, root wads and log cross vanes, will be Installed to help prevent future
erosion in meander bends, improve aquatic habitat, and protect two concrete
cart bridges.
I
When completed, this project will provide a num?er of benefits, It will reduce
sediment and associated nutrient inputs from erosion, it will improve the habitat
and aesthetics of the stream, and It will serve as ai model for possible restoration
of other streams In the North Carolina Coastal Plain. In addition it will
01/04/2001 11:53 9195157095 NC SEp GRANT PAGE 10
demonstrate the commitment of New Hanover, County, the City of Wilmington,
the Cape Fear Resource and Conservation District, the North Carolina
Cooperative Extension Service, North Carolina 'State University, NC Sea Grant,
the Pine Valley Country Club, the NC Clean Water Management Trust Fund, and
the New Hanover County Tidal Creek Watershed Management Advisory Board to
protecting coastal water resources.
f;N CRITERA-
As a result of our discussions with the Wilmington Office of DENR, we
understand that this proposed project is required to get a land disturbance
permit from the Land Quality section because th amount of disturbance and
stockpile area exceeds one acre. Also, section 11A NCAC 2H.1000 applies for
stormwater management rules. We understand that this project would be
exempt from stormwater requirements because I? purpose Is stream restoration
and no impervious surfaces are proposed. ,
proposed Sediment Controls:
Three options were discussed with NCDENR staff ' or controlling sediment on this
project. In the order of preference specified by Staff for
those options are 1)
physical diversion of flow around work area, 2) by-pass pumping of flow around
work area and 3) in-stream sediment/stifling basin at the downstream end of the
project.
The first option of diversion has not been selected! for two reasons, cost and golf
course operation. The additional cost associated with piping or channeling the
flow around the work area and the replacement ?,p °nrmuda sod for the golf
fairways and greens would likely make the project! unfeasible,
The second and third options are proposed to be gsed on the project. The by-
pass pumping will be done from the upstream end'of the project at the end of an
existing 60-inch storm drain. Hoses will carry watdr to the downstream end of
the project. The in-stream-stilling basin is being p?oposed as a secondary
measure for protection of exposed areas during normal rain events. We
recognize that the basin is not adequate for the dr lnage area but Instead are
proposing a size practical for this project.
As specified, the contractor will only be allowed to kve 300 linear feet of the
stream corridor fully excavated and exposed at a time. Once the exposed areas
have been seeded and either mulched or covered v Ith biodegradable erosion
control blankets, the contractor can expose and ex avate further down the
channel. Generally, the floodplain bench will be seeded and mulched for
stabilization since this area will essentially be grade flat. The slopes from the
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01/04/2001 11:53 9195157095 NC SE? GRANT .,PA9E 11
floodplain bench down to the water and up to the existing grades will be seeded
and stabilized with the erosion control blankets. i Theseed mix is specified in-the
contract documents.
I
A vegetation plan has also been prepared that outlines vegetation types, ranging
from grasses up to trees. The plants selected arj native to the area. The
planting will follow the stabilization activities Iist?d above.
MEAN HIGH WATER:
Not applicable
WETLANDS-
This project will have minimal wetlands impact. Wetlands are located only at the
bottom of the existing ditches. 'Less than one thihi of an Acre will be affected. A
letter requesting a General Permit will be submitted to the U S Corps of
Engineers with a copy forwarded to the Wilmingtdn DENR Office.
I
111/04/2001 12:02 9195157095 NC SEA GRANT PAGE 02
• E
. t
CITY OF WILMINGTON
NEW HANOVER COUNTY TID 4L CREEKS PROGRAM
NORTH CAROLINA SllEA GRANT
PINE VALLEY COUNTRY CLUB
STREAM RESTORATION PROJECT'
I
PROJECT FUNDING BY THE NORTH CAROLINA CLEAN
WATER MANAGEMENT 'RUST FUND
E
CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS
`,,u
ua!rbp
V% CAR,
RA ID
Ifft lit 1, 1 TY SCOobp
T;,CN
NOVEMBER 30, ?000

01/04/2001 12:02 9195157095 NC SE? GRANT
f
TABLE OF CONTENTS
f
SECTION TOPIC f PAGE
1 EXCAVATING, GRADING & BACKFILLINO T-1-i
2 IN-STREAM STRUCTURES I T-2-i
i
3 MATERIALS T-3-1
4 ENVIRONMENT PROTECTION: EROSION AND T-44
SEDIMENT CONTROL, AIR AND WATER QUALITY
PROTECTION AND NOISE CONTROL I
5 VEGETATION T-5-1
b SPECIAL CONDITIONS T-6-1
{
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1

PAGE 03

DATE
11/30/2000
,11/30/2000
11/30/2000
11/30/2000
11/30/2000
11/30/2000
01/04/2001 12:02 9195157095 NC SEA GRANT PAGE 04
i
TECHNICAL SPECIFICATIONS
SECTION I: EXCAVATING, GRADING & BACKhLLING 11/30/2000

T-1.01 SCOPE:
The work covered by this section of the specifications consists of furnisb rig all plant,
labor, equipment, supplies and materials, an' ;.: fcrfotming all operations in connection
with the excavation and grading, including th?stream channel, irrigation, rootwads, log
vanes and other operations pertaining the to within the project or work limits,
complete, in strict accordance with this section of the specifications and the applicable
drawings, and subject to the terms and eonditi?ns of the contract.
T-1.02 EXCAVATION, UNDERCUTTING BORROW, EMBANKMENT:
T-1.02.1 EXCAVATION:
All excavation shall be performed in accordance with the grades and lines as established
by the Engineer and as required by the work to be performed. Excavation, unless
otherwise indicated in the Special Condition, shall include the removal of all earth,
rock, trees, shrubs, and other materials, exc t trees having a diameter of 6" or more,
measured four feet above the ground, which sl all be paid for as:outlined in the proposal
or shall b
i
l
d
d i
he'
e
nc
u
e
n t
cost of clearing an I grubbing where indicated on the plans
and in the proposal. Care will be exercised byJthe Contractor to prevent undercut lower
than the required subgrades. In the event such undercutting takes place, the areas so cut
will be backfilled as provided for in Paragraph T-1.02.2 on Embankment. All
excavation, unless otherwise indicated, shall bf performed on an unclassified basis. All
excavation shall be performed in compliance with OSHA Safety and Health Standards
Applicable to Construction, 29 CFR Part 1926
;as amended.
,
T-1.02.2 EMBANKMENT. FILL:
Where existing grades require the use of embankment or fill to reach the required
'
section elevation, the Contractor shall deposit
suitable spoil or borrow material from
excavated areas. Such spoil material shall beiee from debris, roots, trash, stones, or
other harmful substances, and shall be placed successive layers of loose material not
more than 6 inches in depth. Each layer shall e spread uniformly and tamped with an
excavator bucket.
T-1.02.3 UNDERCUTTING:
Any undercutting, unless authorized by the Engineer, shall be replaced and compacted,
as specified for embankment, at the Contr' ctoes expense. If the material, after
excavation to s4Srade is found to be soft, spongy or unfit for use as subgrade, such
"
unsuitable' materials stzR
Te removed to a de th as directed by the Engineer and the
subgrade shall be brought to proper elevati n by filling with suitable spoil from
excavation elsewhere.
i

T-1.02.4 i ..
GRADING & SLOPING BANKS:
Where it is necessary to slope banks the Contractor is hereby notified that this work
will be considered common excavation and paid for as such. The banks shall be
graded to a slope in accordance with the design awings.
Sloping in either cut or fill section shall be accomplished on straight grades as near as
possible and fine grading and cleaning shall b
one with a hand rake. This surface
shall be prepared in such a manner that it is for fertilizing and seeding when
Pdy
completed. r
T-1-1

01/04/2001 12:02 9195157095 NC SE? GRANT PAGE 05
i
II
I
T-1.03 EXCAVATION & BACKFILLING FOR; TRRIGATION PIPES, ROOTWADS
T-1.03.1
T-1.03.2
T-1.03.3
LUG SILLS AND LOG VANES: i
Pipes, log vanes, log sills and rootwads shall';be laid true to the lines and grades shown'
on the plans. The grade shown on the profile is the invert to which the work must
conform. The Contractor at his own expcnsq shall correct work not conforming to the
grade.
The Contractor is responsible for maintainind the line and grade.
I
The locations and depths of the proposed dlt?qes and log vanes are shown on the plans.
The Engineer reserves the right to make charlacs in lines and grades of irrigation lines,
log vanes and rootwads and in locations of pipes when such changes may be necessary.
BACMLLING MATERIALS:
SUITABLE MATERULS: ,
Suitable material, when used as backfill, shah be excavated material from the trench or
materials from other sources, which are fie from large clods, roots or stones larger
than 1 inch.
CRUSHED STONE: I
Crushed stone shall be size number 57, with fjnes present to stabilize it in the trench. If
amount of fines is insufficient, then stone screenings shall be added to extent required
to stabilize it in the trench. i
EXCAVATION:
Perform all excavation of every description ai?d of whatever substances encountered to
the depth shown on the plans.
All excavated materials not required for fill o? backfill shall be moved to the stockpile
area designated on the plans.
All excavation, unless otherwise authorized y the Engineer, shall be made by open
cut.
EXISTING FACILITIES:
Contractor is responsible for the location o j existing utilities as required by North
Carolina Statute, Chapter 87. Attention is directed to the fact that there may be water
pipes, storm drains, catch basins, and other ulities in certain locations. Some of these
have been indicated on the plans, but no att empt has been made to show all of the
services, and the completeness of accuracy of 1? a information given is not guaranteed.
All water or other utility lines shall be looted on the ground with pipe locating
equipment well ahead of the work at all tirr?es. All such locations shall be plainly
marked by coded paint symbols on pavement r by marked stakes in the ground. Such
locations shall be established at least 500 feet in advance of all trench excavation. All
such location work shall be provided by the co tractor at no extra cost.
As the excavation approaches pipes, conduits for other underground structures, digging
shall be done with extreme care. No extraijcompensatlon will be given if manual
excavation is required to locate utilities and/o underground structures, and/or to install
the proposed work. i
T-1-2

01/04/2001 12:02 9195157095 NC SEA GRANT
PAGE 06
When excavating within 2 feet (vertical or ho izontal) of a gas, water, sewer, or oil line,
the contractor shall use the manual method o excavation. At no time will conventional
trenching equipment be permitted under these conditions. No extra compensation will'
be given for this manual excavation.
Excavation near structures will not be allowe? closer to the structure than the depth of
the excavation below the bottom of the foundation without shoring the excavation with
sheathing.
Contractor shall carefully protect from disturbance and damage all land monuments
and property markers until an authorized ag , t has witnessed or otherwise referenced
their locations. These monuments and/or m?rkers shall then only be removed when
authorized by the agent or Owner.
T-1,03.4 PROTECTION OF EXISTING STRUCTURES:
All existing pipes, poles, wires, fences, property line markers and other structures which
must be preserved in place without being temporarily or permanently relocated, shall be
carefully supported and protected from darn- : '1-; the Contractor.
In case of damage to any structuren , the Contactor shall notify the appropriate party so
that proper steps may be take to repair any and all damage done. If the owner of the
structure wishes to make his own repairs, the I Pontractor shall reimburse the owner of
the structure for all the time and materials requ , ed to make the repairs.
When the owners of the damaged structures do not wish to make the repairs
themselves, the Contractor shall repair all damage, or, if not promptly done by him, the
Owner may have the repairs made at the expense of the Contractor.
T-1-03.5 CARE A RESTORATION OF PROPER ry:
Excavating machinery and cranes shall be or ' rated with care to prevent damage to
existing structures, cart paths, pavement, turf ass and/or wires.,
On paved surfaces, the Contractor shall not us! or operate tractors, bulldozers or other
power-operated equipment, the treads or whee? of which will cut or otherwise damage
such surfaces.
The Contractor must exercise care not to darn age pavement, cart paths, culverts, turf
grass, curb, inlets, sidewalk, etc. Any d ages shall be replaced in kind by the
Contractor at his own expense, to the satisfaction of the owner.
The restoration of existing property or struc s shall be done as work progresses and
shall not be left until the end of the construction period.
T-1.03.6 TRENCHING:
Trenches shall be dug to the depth required by the contract documents adding,
however, to such depths the thickness of the ipe and the required bedding. A recess
sufficiently large enough to receive the coup ings, where applicable, and to permit
making the joints, shall be cut out of the bottorr of the trench. Where the bottom of the
trench is or appears to be soft or spongy, t excavation shall be made deeper as
described. under this section to permit bedding Icing laid.
T-1-3

01/04/2001 12:02 9195157095 NC SEA GRANT PAGE 07
t
T-1.03.7 SHEETING AND SHORING:
Where sheeting, shoring, bracing or trench boxes are used, they must be designed and
sealed by a professional engineer licensed to practice in the State in 'which tAe'
construction work is being accomplished.
Trenches shall, at all times, be properly and . deqquately sheeted and braced to prevent
accidents, caving of the sides of the trench or ?reakirig of the ground outside of the lines
of the trenches proper or damage to buildings or other structures along the line of
construction. Underground structures of all yes; shall be protected by the Contractor,
who shall use all necessary shoring, bracing r other appliances for the protection of
same. Care must be taken not to damage in y way water mains, water service pipes,
drain pipes, sanitary or stormwater sewers, g mains, oil mauls, electric conduits or
other structures encountered on the lines of thework.
No sheeting or shoring shall be left in place unless so authorized by the Engineer.
T-1.03.8 QUICKSAND EXCAVATION: '
Where quicksand excavation is encountered; the Contractor shall drive either tight
tongue and groove wooden sheet piling or eel sheet piling to a depth, which will
effectually cut off the flow of sand. Well point and other methods shall then be used to
dewater the trench. Excavation and construction shall follow as rapidly as possible
thereafter. A satisfactory foundation must, hov)cver, be secured.
I
T-1.03.9 TRENCHING IN ADVANCE OF PIPE L.N
The trench for the pipelines shall not be olicncd for a distance of more than one
hundred (100) feet at any one time. At no tune will the Contractor be pernxittcd to
leave the trench open at the end of a working dfy.
T-1.03.10 KEEPING TRENCH DRY:
All ground water which may be found in the Trenches and any water which may get
into them from any cause whatsoever shall be pumped or bailed out so that the trench
shall be dry during pipe laying period. No war shall be permitted to reach concrete
until it has set sufficiently. All water pumped from the trenches shall be disposed of
in compliance with the applicable local regulati ns of the appropriate governing body.
The Contractor hall provide a minimum of tw pumps for each trench opened in wet
groutad, one operating and one standby. The standby pump shall be of a size that will
replace the largest operating pump. The Contractor shall be required to well point,
pump, or provide other measures necessary to` keep the trench dry, at no additional
cost to the owner.
The Contractor shall provide and place all necessary flumes or other channels of
adequate size to cant' temporarily all streams, b ooks, stormwater or other water which
may flow along or across the lines of the pipe 1' e. All flumes or channels thus utilized
shall be tight so as to prevent leakage into the riches.
T-1.03.11 PEE DEDDMG: I
CRUSHED STONE 13EDDING (PVC PIP4 1i' UNSTABLE OR `'VET
CONDITIONS):
Crushed stone bedding shall be used for all PVC pipe in unstable or wet conditions.
Wet conditions are defined as standing water,n?xurig water, or water that requires
removal from trench by pumping, well point, et . The crushed stone shall be placed in
the trench 6" below the bottom of the pipe and for its full width to uniformly support
the pipe at the required line and grade. Material hall be spread in four-inch layers, and
T-1-4
ei/04/2001 12:02 9195157095 NC SEA GRANT PAGE ee
1
each layer shall be compacted with twenty-pound hand tampers or pneumatic tampers
of the proper size, to operate between trench [wall and pipe without damaging the pipe
until the required total depth of bedding has b en built up.
T-1.03.12 B QMLLTNC:
No backfilling shall be done before the Engi eer gives permission. After pipes have
been checked for alignment and bedding, a backfilling may be started. Backfill
material may be deposited in trench eithcr b , hand or machine. Sufficient number of
men shall be available to spread the backfill in unifiorm layers.
BACKFILLING IN NON-TRAFFIC AREAS (GRASS AND EARTH PLOTS):
1. Initial Backfilling of Pipe (Crushed StoneE$edding for PVC pipe):
a. This portion of the pipe trench shall be backfilled with crushed stone to
provide crushed stone encasement.
2. BackfrlIing Trench tc'Subgrdde After Initi? l Backfilling,
a. After initial backfilIing has been compacted as specified above, the remainder
of the trench shall be backfilled with suitable material. When the material
excavated from the trench is deemed utable for backfilling, the Contractor
shall supply and install either suitable mat?rial (Type 2) from outside sources or,
at his option, Select Baekfill at no change in contract price.
b. Final baekfilling material may be dumn?d into trench by front end loader, then
compacted using the following method: :ompact backfilI in layers, 6 inches
minimum with a pneumatic tamper of han4 tamper.
4. Settlement
a. If settlement occurs within warranty, period, additional baekfill shall be
deposited and mechanically compacted to e required elevation with 90 percent
compaction. ii
T-1.03.13 COMPACTION:
T? -backfill shall be thoroughly compacted over Id around-the pipe by hand tamping.
Baekfilling shall be compacted to at least the levels outlined above.
T-1.03.14 DISPOSAL OF MATERIAL:
All excess excavated material shall be placed i the stockpile area designated on the
plans. All excess material shall be piled at a maximum height of six feet in the
designated stockpile area. All surface loam andt sod shall be kept separate from, the
remainder of the excavated material. i
Upon completion of the excavation, the property shall be cleaned, and the surface
restored to the condition in which it was before ound was broken.
Unless otherwise specified, all materials leA ; - er shall become property of the
Contractor. If the Contractor shall fail to promptly remove surplus material, the
i
T-1-s E

01/04/2001 12:02 9195157095 NO SEA GRANT PAGE 09
owner may have the material removed and c?arge the cost thereof as money paid to
h
C
e
t
ontractor. The Contractor shall move a1I surplus excavation to the designated
_
stockpile area, but none shall be deposited orx,pnvate property until written cbnsent oP
the property owner has been filed with Engineer. Contractor's disposal shall
comply with all Federal, State and local laws and regulations.
T-1.04 BACMLLING FOR DRAINAGE STRUCTU
RES:
Baelcfilling around and adjacent to all drainage structures shall be as specified in
paragraph T-1.03.1.
I
T-1.05 FIMSTiING SLOPES AND SURFACES:
Inc surface of all areas of earth and other materials shall be finished to a reasonably
smooth and compact surface substantially in accordance with the surface lines
cross-
,
sections and elevation indicated on the drawings, or as established by the Engineer.
T-1.06 PROTECTION OF TREES: i
Only where it is found to be absolutely necessary shall trees be removed. These trees
to be removed will be designated by the Engineer. eer. The Contractor shall take all
possible precautions to ensure that all other tree are not damaged.
T-1.07 AREAS TO BE CLEARED AND GRUBBED
:
T-1.07.1 y
The Contractor will follow the clearing limits designated on the plans.
The areas designated to be cleared and grubbed under this item shall be staked on the
ground in advance by the Contractor and approvtd by the Engineer.
T-1.07.2 CLEARING: 1.
Clearingshall consist of felling, cutting, and satisfactory disposal of trees and other
ve
etation desi
nat
d f
l
g
g
e
or remova
.
T-1.073 GRUBBING:
Grubbing shall consist of the removal of all st'nps and roots having a diameter of
three inches or larger, to a depth of at least th gee feet below the subgrade; and the
disposal thereof
T-1.07.4 DISPOSAL OF CLEARED AND GRUBBEDIMATERIAL:
Ail timber, logs, roots, brus etc., from the clearing and grubbing operation shall be
removed from the site and disposed of by the Contractor at a permitted disposal site.
T-1.08 METHODS OF MEASUREMENT: '
T-1.08.1 EXCAV TION:
The unit of measurement for excavation shall be cubic yards, which will be computed
by the average end-area method from the cros sections taken before and after the
excavation operations. The yardage to be paid for under this section of the
specifications shall be the number of cubic yard3 of material, measured in its original
position and removed from-the excavation areas. The measurement will include the
excavation below grade, where ordered, and allowance made on the
same basis for
.
suitable excavation as replacement. The measurement will include the yardage
excavated without authorization beyond the noral slope lines nor the yardage of any
material which is
d f
h
use
or proposes ot
er than those directed.
i

T-1-6

01/04/2001 12:02 9195157095 NC SEA GRANT PAGE 10
The salvage of usable material, removal of excess material, the finishing of slopes and
surfaces and the forming of fill, embankments and subgrade will be considered as a
subsidiary obligation of the Contractor and will be covered under the contract unit "
price for excavation.
T-1.08.2 EXCAVAX'ION AND BACKFILL:
All excavation an backftll in connection' with irrigation lines, log vanes 'and
rootwads, shall be considered a subsidiary obligation of the Contractor, for which
payment shall be included in the unit price fomhe basic item.
T-1.08.3 CLEARING AND GRUBBING:
Measurement,, if allowed, shall be as speeifi'?d under the Special Condition. If not
specified, then this work shall be considered 14eidental to the contract and included in
the unit price of excavation. , .
T-1.9 PAYMENT: i
T-1.9.1 EXCAVATION: ?
The yardage of cxcavation measured as speEified herein, will be paid for at the
contract prices per cubic yard for excavation respectively, which payment shall
constitute full compensation for all labor, eg4ment, tools, supplies, and incidentals
necessary to complete all items of work, incl4ding all hauling, construction of fills,
and embankments, spreading, rolling, wetttn , and compacting of sub-grades, and
disposal of all surplus and unsuitable materi s, as indicated on the drawings and
specified herein.
T-1.9.2 CLEARING AND GRUBBING;
Payment shall be made according to the Specia Conditions and at the price shown in
the proposal, and should include all labor, equi?ment, tools, and incidentals necessary
to complete the work specified above. ,
h?
h
;
T-1-7
f
r
01/04/2001 12:02 9195157095 NC SEP GRANT PAGE 11
f .
t
I
TECHNICAL SPECIFICATIONS E
SEC'T'ION Il: IN-STREANX STRUCTURES
T-2.01 SCOPE:
The work covered by this section
labor, equipment, supplies and ma
with the installation of stream str
other operations pertaining thereto
accordance with this section of t
subject to the terms and conditions
T-2.02
11/30/2000
I
of the specifications consists of furnishing all plant,
:enals, and in performing all operations in connection
ictures, inc udmg log vanes, rootwads, log sills and
within the reject or work limits, complete, in strict
he specifications and the applicable drawings, and
of the contact.
ROOTWAD INSTALLATION: I
The Contractor sha install rootwads in all meanders indicated on the construction
drawings and in locations as directed by the,Engineer. Approximately two rootwads
will be installed in each location indicated on the plans. The quantity of rootwads to be
installed will be affected by actual conditions that occur during construction. The
quantity may be decreased or increased at the,direction of the Engineer. The preferred
method for installation of rootwads is to d "c the Mink of the rootwad into the
streambank using an excavator that has a hNmulic thumb, The rootwad should be
driven into the bank along a constant horizontal elevation. If it is deemed not possible
to drive the trunk into the bank, the rootwad s#all be trenched into the streambank. All
trenched rootwads require a footcr log accordilig to the Log Material Specifications. A
trench shall be dug according to the Excavation specifications along the toe of the bank
to a depth of one half the diameter of the footer Iog. A pruned footer log shall be placed
at the toe of the channel. A trench shall then b)J dug in the bank for the rootwad mink
and the rootwad shall be placed in the tre- ; _ erectly above the footcr log in the
locations directed on the plan sheets, as directed by the Engineer. The root mass shall
be oriented in such a way that the velocity vlid ors of the water will intersect the root
mass at a 90-degree angle. There shall be no between the root mass and the bank
on the upstream side of the channel. The trench shall be backfilled and compacted
according to the Backfill and Compaction Spec teations.
T-2.03 LOG VANE INSTALLATION:
Log vanes structures will be installed in locatio)
construction details and as directed by the
construction of in-strearn structures shall sta
channel. Excavated material shall be placed or
directed by the Engineer. Unless approved by 1
subgrade for the installation of in-stream
continuous. Once the excavation of a struct
completed by the end of the workday. All equip
at the end of each workday. Any accumulatio
cleaned as needed during construction and at
payment will be made for this clean-up work.
T-2.04
> indicated on the plan according to the
n-nccr. Channel excavation for the
: on the upstream bank side of the
the upstream side of the structures as
le Engineer, excavation to prepare the
tructures shall be consecutive and
re has begun, the structure will be
cent shall be removed from the stream
of sediment in the channel shall be
he end of construction. No separate
LOG SILL INSTALLATION:
Log sills will be installed at the locations in Bated on thi
construction detail. Log sills will be installed b excavating s
bench. The log will be placed in the trench and Ibackfilled so
six inches below the ground surface of the fioo'piain bench,
on a 90-degree angle to the stream channel.
T-2-1
t
t
plans according to the
. trench in the floodplain
that the top of the log is
The log will be oriented
01/04/2001 12:02 9195157095 NC SEb GRANT PAGE 12
i
TECHNICAL SPECIFICATIONS
SECTION III: MATERIALS
11/3012000
T-3.01 SCppF;
This section includes all materials that may t o used in the work as set out herein but
does not intend in any way to suggest tha all materials listed are included. The
intention of the section is to denote the qulity and type of materials desired and
required. The name of a certain brand, makt,gnanufacturer or definite specification is
to denote the quality of material desired, but,does not restrict bidders to the specific
brand, make, manufacturer or specifications tmmed; it is to set forth and convey to
prospective bidders the general style, type, c aster and quality of the article desired
T-3.02 POLYVINYL CHLORIDE (PVCI PIPE:
PVC pipe for irrig`es shall bC Chs edule? 40 and 2" and 3" diarnetexdicated
on the plans. PVC pipe for irrigation electrical conduit shall be 1.5" Schedule 40
electrical conduit.
i
T-3.02.1 POLYVINYL CHT,ORIDE VC PIPE FO 2 AND 3 INCHES:
PVC pipe for water ppipe, -2 throu 3 inches ' diameter shall be 200 PSI, SDR 21
conforming to ANSUASTM D-2241, NSF a0proved, with push-on-joints meetin
ANSUASTM D-3139. The pipe compound shall be PVC 1120. g
T-3.02.2 L FITTINGS: !
Fittings for PVC pipe shall be molded PVC Class 200 conforming to SDR 21 in
accordance to ANSI/ASTM D-2241, NSF a roved, with push-on-joints meeting
ANWASTM D-3139 with gaskets conforming to ASTM F-477.
T-3.02.3 PIPE i12ARJUNG TAPE:
Tape shall be a minimum 3-inches wide blue color, bearing continuous message
"CAUTION WATER LINE BURIED BELO Tape shall be made of plastic or
other permanent material with metallized foil e Tape shall also be used for buried
force mains bearing the same type of caution me age.
T-3.03 BEDDING MATERIAL:
Matenal for pipe bedding where required by the ngz' eer shall be well-graded crushed
stone or crushed gravel meeting the requirements pf ASTM designation C-33,
gradation 57 (3/4-in. to No. 4). I
T-3.04 GENERAL:
Any material required, but not listed in this sectio or not specified elsewhere in the
specifeadons, shall be subject to the approval of a Engineer.
T-3.05 ROOTWADS•
Rootwads shall consist of hardwood trees with root-ball of 3 to 5 feet in diameter.
Soil may be removed from the root mass. The tree shall have been alive before
recently being removed from the ground. The tnmk shall extend 12 to 15 feet from
the rootball and be cut to a point at the end. Tree basal diameter shall be a minimum
of 10 inches.
01/04/200.1 12:02 9195157095 NC SE? GRANT PAGE 13
1
T-3.06 LOGS:
Logs for log vanes shall be hardwood tree with a minimum basal diameter of 2-4-7-
inches and length as indicated on plans. Log for rootwad footers shall be hardwood
trees with a minimum basal diameter of 12 ' ches and a miaimunl length
All trees used for log vanes and footers shall have been alive before recentlyObfcing
removed from the ground and shall be prunad before installation. Logs for loF sills
shall be a minimum of 18 feet in length and fee basal diameter shall be a nunimum
of 18 inches,

T-3-2

01/04/2001 12:02 9195157095 NC SE? GRANT PAGE 14
TECUMCAL SPECIFICATIONS
SECTION IV: ENVIRONMENT PROTECTION: EI OSION AND
SEDIMENT CONTROL, AIR AND WATER QVALIJTY PROTECTION
AND NOISE CONTROL ! 11/30r2000
T-4.01 GENERAL:
The Contractor shall maintain all work eas within and outside the project
boundaries free from environmental polluti?n that would be in violation of any
Federal, State or local regulations.
T-4.02 EROSION AND SEDIMENT CONTROL:
All work shall comply with the regulations !of the North Carolina Sedimentation
Control Act of 1973, and all subsequent amen ents.
T4-02.1 DISTURBED AREAS: tn
No disturbed area shall be denuded for more than 30 calendar days unless it is under
continuing active construction.
T-4.02.2 AREAS UNDER AC'T'IVE CONSTRUCTION
:
When the length of time during which an area is under active construction for longer
than 15 days, it may be necessary to install silt fences or other temporary
sedimentation and erosion control devices to prevent off-site sedimentation damage,
All erosion control devices shall be installed acid maintained as required by the North
Carolina Department of Environment, Health, d Natural Resources. Such measures
may consist of berms, dikes, drains, and sediment basins, or use of fiber mats, woven
plastic finer cloths, gravel, mulches, biturnin us spray, and other erosion control
devices or methods. As a minimum, the Con ctor will be required to install and
maintain silt fences around each drainage ii Oct. All erosion and sediment control
devices shall be approved by the Engineer prior?to installation.
T-4.02.3 FERTILIZING AND SEEDING:
1. Materials:
a) Seed: All seed used shall be labeled ' l accordance with U.S. Department of
Agriculture Rules and Regulations under the Fcderal Seed Act currently in
effect. All seed shall be furnished in s aled standard containers, unless the
Engineer grants exception. Seed that his become wet, moldy, or otherwise
damaged in transit or in storage will not a acceptable.
SCHEDULE OF SEED MIX I
d f Seed P cent f Mix
Switch Grass 35% i
(Panicum virgatum)
Smooth Panic Grass 35%
(Panicum dichotomiorum)
Winter Rye (Grain) 30%
Guaranteed Germination not Ies than 85%0
Guaranteed Purity not Ies than 96%
T-4-1
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01/04/2001 12:02 9195157095 NC SEA GRANT PAGE 15
Note: The total percentage by weigh] of material other than
above mixes shall not exceed 5 Brass seed the
nonviable seed, chaff, hulls, live mattr, percent,
eed.nal shall include au
b) Fertilizer shall be 8-8-8 Commercial
flowing and suitable for application ?wigrade uniform La pproved cq pmentp, delaveredeto
the site in bags or other convenient containers, each fully labeled; conforming
to the fertilizer laws of the State of orth Carolina and bearing the name,
trade name, or trade mark and warranty of the producer.
c) Lime shall be ground limestone, not Iless than 85% Of total carbonates, and
shall be ground that at least 50% will` pass through a 100 mesh sieve, and at
least 90% will pass through a 20 mesh isieve.
2. Application i
a) Application of Fertilizer: Fertilizer s* be distributed uniformly at the rate
of 4 pounds per 100 square feet over the areas to be seeded, and shall be
incorporated into the soil to a depth of !distributed least 2 inches.
b) Application of lime: Lime shall be uniformly at a rate of 10
pounds per 100 square feet over the areas to be seeded, and incorporate into
the soil along with the fertilizer to a depth of 2 inches.
c) Broadcast Seeding: Seed,, if broad ast, shall be distributed by use of
mechanical hand-operated owing a pment at the rate of 5 poundsmof
specified seed mix per 1000 square feet. The seed shall be un ly
ifor
distributed over the designated areas. Broadcast seeding shall not be'done
during windy weather. Seed shall be covered to a depth not to exceed 1/8
inch.
3. Maintenance and Growth: The Contract r will maintain, repair, replace where
washouts occur, and water until a unif?rrn growth of 2 inches or higher is
generally uniform on planted areas.
T-4.02.4 SODS DEG i
I. General: In order to establish vegetation iii critical areas, such slopes, drainage-
ways, and channels, sodding may be requi7d as shown on the plans or required
in the Special Conditions. 6
2. Materials:
a) Sod type shall
be 419 Hybrid Bermuda s unless specified otherwise in the
Special Conditions. The sod shall be o know origin, &ee of weeds, disease,
and insects. The sod should be machin cut at a uniform depth to a standard
size as established by the supplier. I-Ia?rvest, delivery and installation shall
occur within a time period of 6 hours. ,
b) Fertilizer and lime shall be furnished and applied as specified above iii
Paragraph T-13.02.3.

01/04/2001 12:02
T-4.02.5
T-4-02.6
T-4.02.7
9195157095
NO SEA GRANT
PAGE 16
3. Preparation:
i
a) The surface area established to receive sOd shall be cleared of trash, debris, roots';17.
branches and stones. Fill and level low spots to prevent pouding.
b) Rake or harrow the sod area down to inches to incorporate the fertilizer and
lime into the soil and to smooth and leve{ the surface to final grade.
e) Final preparation will be to roll or CLItivack the surface to firm the soil.
However, care must be taken to avoid ex4essive compaction.
4. Installation:
a) After the sod is unrolled it should be moistened and stored in the shade.
b) Moisten the sia fne area prior to lay n: ; c ?..: •.:e sod.
c) Lay the first layer in a straight line with e longest dimension perpendicular to
the slope and/or channel flow.
d) Install the subsequent rows; parallel to dnd butted against each other. Stagger
the joints in a brick pattern and butt together tightly to prevent voids.
i. e) Roll the sod after installation to establi?i firm contact with the roots and soil.
c) On slopes 3:1 or greater and channel wlys anchor sod with pegs and or wire
staples, 6 to 10 inches long. I
fl Irrig
42
ate sod until a depth of 4" is wct. aintain irrigation until the sod takes
root.
GOOD STAND OF GRASS:
The Contractor is hereby advised that the City dill hold the normal ten percent (10%)
retainer of the contract amount until such (time as a good stand of grass as
approved by the engineer is obtained. In this r(gard, the Contractor is encouraged to
fertilize and seed the plazas as each street news completion. A good stand of grass
shall be defined uniform growth of grass at leas r? two (2) inches in height.
AREAS TO BE MULCHED: f
Where directed y the .Engineer, the Conn, -ior shall mulch the seeded areas.
Mulching should be performed within 48 hours of seeding. Grain straw mulch should
be applied on seeded areas at a rate of 3 bales per 1,000 sq ft (130 bales per acre).
Apply mulch uniformly. All cost associated wi the mulching, including additional
seeding, hay, etc., shall be included in the pric bid per square yard for mulching in
the proposal. II
BIODEGRADABLE EROSION CON"M0r.1nT.eNTrr'rc.
ne erosion control blanket shall consist of a machine-produced blanket made of
coconut fiber (Coin) C 125 BN or comparable matting. The staples shall be made of
steel wire, "U" shaped with legs 8" iu length d a 1" crown. The erosion control
blanket shall be used for channel stabilization as indicated on the plans.
T-4-3

01/04/2001 12:02 9195157095 NC SE{ GRANT PAGE 17
Channel stabilizatioh of side slopes from top M f bank to toe of slope of all grass-lined
channel side slopes shall include fine grading so that the channel side slopes are read?yy
for seeding, fertilizer, lime, the erosion contr1 matting, and required staples`to en --:
the matting is held firmly in place.
The Contractor shall
install the erosion control blankets in accordance with
manufacturers recommendations. The Contactor take extra care in securing the
blanket to the slope and toeing in the blanket T the top and bottom of the slopes.
T-4.02,8
T-4.02.9
T-4.02.10
T-4.02.11
FILTER BLANKET: I
A filter blanket shall be placed between the nprap and the underlying soil to prevent
soil movement into or through the nprap. A iaitable filter shall comist of a synthetic
filter fabric manufactured for this express purpose, No filter fabric should have less
than 4% open area or an equivalent opening si?abric (EOS) less than U.S. Standard Sieve
No. 100 (0.15mm). The permeability of the must be greater than that of the
soil. The fabric shall be of non-woven monofilament yarns and should meet the
following minimum requirements:
Thickness 20-60 mils
Grab strength 90-120 lbs
Conform to ASTNM-1682 or ASTM D-I77 i
Placement of a synthetic filter blanket shall be qy the manufacturers'
recommendations. Ii
SILT FENCE: I
Silt fence shall be used as a permeable arrier that retains sediment on the
construction site. Use a synthetic filter fabric at is certified by the manufacturer or
supplier conforming to the following requirem ts:
Filtering efficiency - 85% minimum
Tensile Strength of 20% maximum elongation 0 lbs/lin in (min)
Slurry Flow Rate - 0.3 gal/sq ft/min
Installation and maintenance shall be by a manufacturers' recommendations.
Materials shall meet the requirements of ffie North Carolina Department of
Transportation.
STREAM CROSSING:
Stream crossing shall c constructed in loc tions indicated on the plan sheets.
Grading shall be performed to form a ramp th t will connect the stream bank grade
to the strcambed on either side of the stream The Contractor shall determine an
appropriate ramp angle for the stream crossing to the equipment that will
use the crossing. Mats shall be placed along t1 ramp and on the stream channel.
STU rVI BYPASS PUWrNC; ANn NOTCn` 1 nATVA.TL`WT
The Contractor shall sandbag near the end of
water to the downstream end of the project.
planning the bypass pumping is as follows:
Base flow - 0.5 to 1 cubic feet per secon?
2-year - 70 cubic feet per second fI
10-year - 100 cubic feet per second
e existing 60-inch RCP and pump
Approximate flow information for
T-44
'01/04/2001 12:02
T-4.03
T-4.03.1
T-4.03.2
T-4.03.3
T-4.04
T-4.04.1
9195157095
NC SE? GRANT
PAGE 18
The Contractor shall provide baffles and/or enclosures on by-pass pumps or
generators that must be operated before or after normal working hours of g. am to
pm. The Contractor shall provide adeq•..:..: ;;artpath crossings for pump hoses to
allow for continued use of the golf course. 'The contractor shall provide a by-pass
pu rnping plan to the Engineer that includes pump information, anticipated pumping
schedules, noise abatement measures and cartpath crossings for pump hoses.
AIR A?T WATER QUALITY PROTECTION:
PROTECTION OF AIR UALITY:
The air pollution li ely to occur due to construction operations shall be minimized by
wetting down barn soils during windy periods requiring the use of properly operating
combustion emission control devices on construction vehicles and equipment used by
contractors, and by encouraging the shutdown`of motorized equipment not actually in
use. Trash burning will not be permitted on the construction site. Steps to protect air
quality shall be taken at all tunes, including non-working hours, weekends, and
holidays. i
PROTECTION OF WATER QUALITY-
The Contractor shall observe the rules and regylations of the State of North Carolina
and agencies of the United States Government prohibiting the pollution of stream or
river waters by the dumping of any refine, rubbish or debris therein.
PROTECTION OF FACILITIES: S
The Contractor shall take adequate measu,ir4s to prevent the impairment of the
operation of the existing facilities and prav,i,,c construction materials, pavement,
concrete, earth, or other debris from entering th? a facilities.
NOISE CONTROL:
The Contractor shall conduct all his work and Ease appropriate cons
and equipment to prevent exceeding legal noise?levelfriction methods
OISE CONTROL ORbINANCE:
Section 6-9, Noises, of the ilmington City Code shall apply to the Contractor.
i
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02/04/2001 12:02 9195157095
TECHNICAL SPECIFICATION'S
SECTION V: VEGETATION

NC SEA GRANT
i
PAGE 19
11/30/2000 t
SCOPE: '
The work covered by this section of the s Ent ifications consists of furnishing all
labor, equipment, supplies and materials d in performing all operations in
connection with the installation of all r material and other operations
Pertaining thereto within the project or w rk limits, complete, in strict accord-
aucc with this section of the speeificatio and the applicable drawings, and
subject to the terms and conditions of the c ntract.
5.02 BARE ROOT/CONTAINERIZED VEGETATION:
5.02.1 GENERAL:
In order to establish vegetation in restoration areas, such as ban1dWI benches
and slopes, bareroot and containerized vegetation will be planted as shown on
the plans or required in the Special Conditions.
5.02.2 MATERIALS:
a) Initial vegetation material will be provided by NC State University. The
contractor is responsible for cozrIrctly installing and maintaining
vegetation material. I
l
b) Vegetation material will consist of are root trees and/or shrubs and
containerized trees and/or shrubs. Cintainer matcrial will be in quart,
gallon, and three-gallon plastic containers. Vegetation to be installed in
areas shown on the plan labeled "Larg Trees" includes, but is not limited
to the following:
i o" izia u Nd k i +E` zr' "Zt,Scl6h ? xhui
Longleaf pine Pinus al stris
Bald Cypress Ta-rod'u distichum
Live oak uercus it iniana
Sweetba Wa olia,vir hlana
Loblolly bay Gordonia lasfanthus
Rcdba Persia bo bonfa
Water tupelo N ssa a uarfca
Vegetation to be installed in areas shown o the plan labeled "Low Growing
Shrubs" includes, but is not limit-.d to the f llowiing:

iniarotrr?Fa
Carolina willow
[ ani---- ,.??9
S4X taro infana
Black willow Sal?r n
Wax myrtle
Sweet a erbush M rica ce
Clerhra a ra
lta
' ft
Ti Ti
Fetterbush C rilla ra
L •onia lue emi
ora
a
Gallberry flex corlac a
T-S-1
01/04/2001 12:02 9195157095 NC 5t? GRANT PAGE 20
5,02.3 REPARATION: `
I
a Planting shall take place in Ivinte f . Immediately following delivery to
the project site, all plants with bard roots, if not promptly planted, shall
be heeled-in in constantly moist soil or sawdust to an acceptable manner
corresponding to generally accepted( horticultural practices.
b) While plants with bare roots are be I? g transported to and from heeling-in
beds, or are being distributed in punting beds, or are awaiting planting
after distribution, the contractor shill protect the plants from drying out
by means of wet canvas, burlap, or straw, or by other means acceptable
to Engineer/Project Manager and a ropriate to weather conditions and
the length of time the roots will remin out of the ground.
5.02.4 INSTALLATION: j
a) Soil in the area of shrub and tree pl ntings shall be loosened to a depth
of at least 5 inches. This is necess?r,?- only on compacted soil.
b) Bare root vegetation may be planted in hole made by a mattock, dibble,
planting bar, or- other means appr ved by Engineer/Project Manager.
Rootstock shall be planted in a ve ical position with the root collar
approximately '/7. inch below the soil surface. The planting trench or hole
shall be deep and wide enough to ermit the roots to spread out and
down without J-rooting. The plant st P. shall remain upright.
c) Soil shall be replaced around the transplanted vegetation and tamped
around the shrub or tree firmly to ell ate air pockets.
The following spacing guidelines of rootbd shrubs and
in
the following table. aces ara provided'
Shrubs <10 ft tall -S -to -6 ft
25 to I
Shrubs and trees 10-25 ft 6 to 8 ft 15 to 2
Trees >25 ft tall 8 to 15 ft 4 to 15
5.03 SHRUB AND TREE TRANSPLANTS;
5.03.1 GENERAL:
Vegetation to be transplanted will be i entified by the Engineer/Project
Manager. Shrub and trees less than 3 inc es in diameter shall be salvaged
onsite in areas designated for construction" access areas, and other sites that
will necessarily be disturbed.
5.03.2 INSTALLATION:
a) Transplanted vegetation shall carefull be excavated with rootballs and
surrounding soil remaining intact. C shall be given not to rip limbs or
bark from the shrub and tree plants. Vegetation should be'
transplanted imtnediately, if possible. thcrwise, transplanted vegetation
shall be carefully transported to design ted stockpile areas and heeled-in
in constantly moist soil or sawdust in acceptable manner appropriate
T-5-2 ft ;
'01/04/2001 12:02 9195157095 NC SEA GRANT PAGE 21.
to weather or seasonal conditions.
carefully preserved The solidity of the plants shall be
.
b) Installation of shrub and tree trans lants shall be located in designated
areas along the stream bank abov bankfull elevation or in floodplain
restorations areas as directed by Engnneer/Project Manager. Soil in the .
area of vegetation transplants shalAe loosened to a depth of at least I
foot. This is only necessary on compacted soil. Transplants shall. be
replanted to the same depth as they were originally growing.- The-
planting trench or hole shall be deed and wide enough to permit the roots
to spread out and down without J-rooting. The plant stem shall remain
upright. .
c) Soil shall be replaced around the transplanted vegetation and tamped
around the shrub or tree firmly to eliminate air Pockets.
d) Spacing of vegetation transplants ;will be determined onsite by the
Engineer/ Project Manager.
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01/04/2001 12:02 9195157095 NC SEA GRANT PAGE 22
TECHNICAL SPECIFICATIONS r
SECTION vi: SPECIAL CONDITIONS FOR THIS CONTRACT
11/30/20W'
T-6.01 -PROJECT DESCRIPTION: '
This project consists of the restoration of 1.000 feet of stream channel on the Pine
Valley Golf Course. The channel is a tribu?ary of the Middle Branch of Hew' lett's
Creek. The project includes re-establishing meanders, floodplain, and bed-form and
installation of rootwads and log'-vane struc es for grade control and streambank
protection.
T-6.02 CONTRACTOR QUALIFICATIONS
The contractor shall have experience doing in-strcam grading and stabilization work,
including installation of cross vanes and rootwads. The Contractor shall provide
documentation of representative projects. The Contractor shall also have experience
or subcontractors with experience using ! a varicty of plantings for channel
stabilization.
T-6.03 MOBILTZATION:
The contractor shall be paid a mobilizati4 cost as bid in the proposal. The
mobilization item shall include, but not bg limited to, the contractor's startup
expenses, cost of insurance, permits, bonds, itc. and will be paid for per the lump-
sum bid price.
Partial payment for the item of "Mobilizatic
partial pay estimates paid on the contract, ar,
Of the lump-sum price for mobilization on ea
retainage provided for in the General Pro
mobilization does not exceed 5 percent of
Where the amount bid for mobilization exce
contract, 2-1/2 percent of the total amount b
partial pay estimates, and that portion excee,
pay estimate. Where there is more than one
the term payment for mobilization shall be fi
rather than the total contract amount.
' will be made in the first and second
will be made at the rate of 50 percent
of these partial pay estimates, less the
sions, provided the amount bid for
ie total amount bid for the contract.
s 5 percent of the total amount of the
will be paid on each of the first two
ig 5 percent will be paid on the final
action with payment for mobilization,
fired based on each individual section
T-6.04 Tar UIPMENT RE UIREMENTS
The Contractor shall provide a track hoe with?h,ydraulic thumb of sufficient size to
move and install 24-inch diameter, 25-foot logs for log vane structures.
T-6.05 PROTECTION OF EXISTING UTILITIES:
The contractor shall use the necessary precau ons to protect existiztg water, sewer,
gas, telephone, and storm drainage lines, etc. d service lateral during the course of
T-6-1
1
61/04/2001 12:02 9195157095 NC SEA GRANT PAGE 23
I •
construction. The cost of protecting such lines and services shall be considergd
incidental to the project and no additional pap,,ent will be allowed,
T-6.06 RELOCATE ON OF IRRIGATION WATDR AND ELECTRICAL LINES:
The Contractor will perform the removal -location of PVC pipe irrigation water
lines. The contractor will perform the removal and relocation of the PVC electrical
conduit for the irrigation wiring system. Irrigation lines shall be lowered to a depth of
2' below proposed grades. Others will perfTe the relocation of electrical wiring and
sprinkler heads for the irrigation system. contractor shall coordinate with the
Pine Valley Golf Course Superintendent fot such relocation or removal and shall
schedule his work to coincide with such.
T-6.07 PROJECT SCHEDULE: I.
The contractor shall be required to furnish an anticipated schedule of work at the time
of the pre-construction conference. The schedule should be based on the priorities
established by the City, No progress paymentsi including mobilization, shall be made
to the contractor until the schedule is reviewed!and approved by the City.
i
T-6.08 PUBLIC RELATIONS AND NOTIFICAT16N OF PROPERTY OWNERS:
The contractor shall minimize inconveniences to the residents and golf course users as
much as possible. The Contractor shall prepie a notice for nearby residents. Such
notice shall include, but not be limited to, following items: schedule of work;
access during construction; removal of vegetation and above ground items. A 48-hour
notice will be required for informing residents of the start of construction. This will
be incidental to the project and no payment i?__. _ .-:a be allowed.
T-6.09 SITE ACCESS AND SPECIAL AREAS: I
The golf course and the project area shall be cessed according to the Site Access
Route indicated on the plans. Special access to construction other than existing
designated access route shall be the responsibi 'ty of the Contractor and he shall be
liable for all special agreements. The Contractor shall coordinate any additional
access with Pine Valley Golf Course an d they Ci -of Wilmington.
T-6.09.1 CULVERT P OTECTION:
The Contractor will install stone above the exiting concrete culvert as directed on
the plans to protect the culvert from being d aged by construction traffic. If the
culvert is damaged during the project, the ContrActor will repair or replace the culvert
and the cost will be incidental to the project,
T-6.10 USE OF A PORTION OF THE WORK: I
Whenever, in the opinion of the Engineer. any p q rtion of the work is completed; or is
in an acceptable condition for use, it shall be u ed for the purpose'intended. Such
use shall not be held in any way as an acceptancl of that portion of the work used, or
T-6-2 _i .
01/04/2001 12:02 9195157095 NC SEA GRANT PAGE 24
as a waiver of any of the provision of these specifications. Necessary repairs or
renewals in any section of the work due to defective materials; defective
workmanship, or natural causes, under the instructions of the Engineer shall be
performed by the contractor at no additional host to the City.
T-6.11 SUPERINTENDENT:
The contractor shall have a superintendent authorized to carry out orders from the
Engineer present on the job site at all times. Provide name of superintendent at pre.
construction meeting.
T-6.12
T-6.12.1
T-6.12.2
T-6.13
11 ,
CONSTRUCTION STAKEOUT:
NC State University, Stream Restoration Wtitutc, shall provide the base line for
construction alignment and benchmarks for :;.Cvation datum and control. NC State
University shall also perform the construction survey and shall include setting a
channel centerline, channel thalweg, and top f banks. The Engineer checking grade
and offset shall not relieve the Contractor of is responsibility. The Contractor shall
make every effort to protect the reference points during the course of construction.
RE-STAKING:
Re-staking required due to the coutractor's negligence and/or poor planning
(including request for areas to be staked too f in advance of construction) may result
in the City charging the contractor at the rate o $50.00 per hour (including travel time
when applicable) for the re-staking. The City ealizes some re-staking is normal and
required and no charges will be made for such. The Engineer. shall determine wha if
any, rc-staking shall be charged to the contracto , t'
NOTICE FOR LAYOUT.,
NC State University shall require two working flays' notice for construction staking or
re-staking. The University requests that the Contractor provide five working days
notice for staking when possible.
EROSION AND SEDIMENT CONTROLS:
The contractor shall install the devices as req ' red to comply with the erosion and
sedimentation control measures shown on the p ans and required by the NC Division
of Land Resources representatives. The devi cs shall be installed prior to any
excavation or land disturbing activity and shall meet requirements set out in Section
13. All measures shall be properly maintained ut til such time as they can be removed.
In the event that the Engineer or a rcpresen4dve of the NC Division of Land
Resources determines that adequate measures ha `e not been provided and/or main-
tained, the Engiuecr shall give a stop work q der on the project until protective
measures have been taken. No additional time ill be given the Contractor when the
stop work is a result of his failure to comply ith the N.C. Sedimentation Control
Act.

T-6-3
„ 0/04/2001 12:02 9195157095 NC SEA GRANT
T-6.14
T-6.15
T-6.16
T-6.17

L;
PAGE 25
i
i
All work done for erosion and sedimentation, except for seeding and mulching, stall
Y
be including in the lump-sum, price bid in e proposal. Said work may include, but
not be limited to, silt fences, berms dike , catch basin protection, and all other
erosion control devices or methods. y
DISPOSAL OF GOOD EXCAVATED Jso
L MATERIAL'
The contractor is hereby notified that alCESS good soil material shall be the
property of Pine Valley Golf Course and d be plac
ed in the designated stockpile
area. Excess good soil shall be piled in tsignated stockpile area to a maximum
height of six feet. No additional payment wilbe allowed for haul or disposal of good
material,
- rrvcl Ur EMN',INGFOOTBRIDGES:
The Contractor shall remove three existing footbridges as indicated on the
construction drawings and place adjacent to t?e project work area as directed by the
Pine Valley Golf Course Superintendent. thers will install new timber bridge
support posts. The contractor shall coordicl'X with'the Pine Valley Golf Course
Superintendent for such installation and sh 1 schedule his work to coincide with
such. The Contractor will place new steel I-Bums for footbridges on the new timber
support posts and the cost of this installatioi will be considered incidental to the
project. Pine Valley Golf Course will provide #tccl I-Beams for footbridges.
DISPOSAL OF OBJECTIONABLE MA,TElIAL:
The Contractor is hereby notified that the ' posal of objectionable excavation
material other than soils, such as timber, tre limbs and stumps, etc. shall be the
responsibility of the Contractor. The Contractor shall be required to obtain his own
(State approved) disposal site for this material. a contractor should include all costs
incurred for this item in the unit price bid for clearing and grubbing.
The disposal of unsuitable or objectionable soil material from either trench excavation
or street right of ways outside of pipe excava 'on shall be the responsibility of the
Contractor. The Contractor shall be required o obtain his own disposal site. The
Contractor shall include all costs incurred for tl 's item in the unit rice shown in the
proposal for hauling and disposal of objectionab a material.
BAC ILL MATERIAL: l
The contractor shall use excavated material zr' m this project for back#`ill material
where the excavated material is suitable for bac fling operations. In areas where the
excavated material is not suitable for backfillinc , the contractor shall supply suitable
baekfill material; said backfill material shall meet the specifications for fill material.
Cost associated with moving or hauling good in terial within the project area, which
T-6-4 ;?;

„ Q1/04/2001 12:02 9195157095 NC SE? GRANT PAGE .26
consists of the different street sites and spoil Isite , such as backfill or grading, shall be
considered incidental and no extra payment vFill be allowed.
T-6.18 FILL MATERIAL AND GRADING
The Contractor is hereby informed that appro red excavated material from the project
shall be used as fill as directed by the Engine
T-6.19 PROJECT MEETINGS:
i
A. The Engineer shall conduct eonstructio meetings between:
1. Contractor's Project Manager
2. Contractor's Project Superintender4'
3. City's designated RepresentativP(sJ,
B. Conduct meetings weekly or more frequ ' tly as required b
by the- city.
C. The Engineer shall take meeting minut?s, review minutes with participants at
meeting, and submit-copies of meeting utes to participants.
D. The En 'neer shall schedule meetings for most convenient time frame.
i
E. The Engineer shall have available at each meeting full chronological file
of all previous meeting minutes.
F. The Contractor shall be represented at c6ch regularly scheduled coordination
meeting.
T-6.20 INSPECTIONS:
The contractor shall clear the construction area of all dirt and debris before fugal
inspection will be made. The City will not ins ect the improved areas until they are
cleaned. Failure by the City to do final inspec 'on if the areas are not cleaned shall
not relieve the contractor of any liquidated dLmages. No extra payment will be
allowed for this cleaning. The cost of the cle=-- :hall be included in each item bid
in the proposal. I
Inspections will be by a City Construction Inspector. Punch lists will be generated
during the project.
L Periodic inspections.
2. End of project inspections
3. Final inspection is when all punch list ite4s have been corrected
4. Inspection at the and of the warranty period
T-6-5 f -
01/04/2001
11- }..
T-6.21
T-6.22
T-6.23
T-6.24
12:02 9195157095 NC SEA GRANT PAGE 27
INCIDENTAL, DAMAGE ANb RES 0JRATION:
At locations designated by the Engineer, tl c 4
Contractor shall repair or replace any
existing pavement, cart paths, ? culverts turf `
,
grass, hedges, shrubbery, and sprinkler
heads that are damaged as a result of the proposed construction activity. These costs
shall be considered incidental to the project..;
CLEAN UP AND RESTORATION; `
The safety and preservation of adequate access for golf course users is a critical aspect
of this project. The Contractor, during the 4ourse of this work, shall maintain and
clean up adjacent turf areas and shall scheddle at the end of each day of work the
removal of debris, grading of all disturbed are,
LI UZDATED DAMAGES:
The contractor's attention is hereby called to 'the calendar day completion stipulated
in the proposal and the corresponding liquidation damages clause. The contractor
shall retain the required number of worlanen c#r crews iu order to complete this work,
including punch list items and clean up, wi:._:- ? time allotted.
Contractor shall maintain continuous prosecutibn of the project. The City defines this
as once construction commences, all availablL workdays will be used to complete
this project as soon as possible. Failure to co ply will result in liquidated damages
charged.
DRA GS AND INSTRUCTIONS:
The owner shall provide the contractor with our (4) sets of plans, drawings, and
specifications after the execution of the contrt. If additional plans, drawings and
specifications are required, the contractor shall compensate the owner for same. The
Engineer shall provide the contractor with such revised plans, drawings and
specifications as may be required to show an. authorized changes or extra work.
These plans and drawings and specificatio are the property of the City of
Wilmington, North Carolina, and are furnished ko the contractor for the construction
of the project under this contract only-
T-6,25 OPEN TRENCH LUMTATION:
Due to the fact that the project area is private recreational facility, the
the Contractor shall be limited to assure against; tended periods of inconvenience to
users of the course. The following special requi, ".amts are a part of this contract:
I
A. Operations of the Contractor shall be 1' lied to 300 linear feet of exposed
stream channel as measured along the pro osed stream centerline; excavation
can proceed beyond a limit of 300 feet on the new stream channel has been .......:...... .
stabilized with erosion control blanketing and seeded.
T-6-6

,,01/04/2001 12:02 9195157095
T-6-26
NG SEb GRANT
PAGE 28
All trees or shrubs shall be included in the unit price of the clearing and rrubbing;
and no additional.pay will be allowed. All trees shall be removed orgyccted by
the Engineer. •Where directed by the Enginefr, tree protection as per SD 15-09 shall
be installed and no additional payment will by allowed.

T-6-7

t : ux4 va
3
3
3
3

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

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

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

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

PR POSED TOP 0 BANKFULL CHA NEL
3e
0
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1 1 ~ V / it I d r---- - r---
y ~ 1/ V ~
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34 ii ~ i ~ i
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30 EXISTING 8" VC
SANITARY SEWER
28
28

2+00 3400 1400 0400
PROPO ED TOP OF BA KFULL CHANNE
~
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1 / 1 / 1 ~ I I ~ ~
1. ~ I
II 1 II v ~ ~
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28
26
. 24
7+00 8+00
E400
pununr PROJE r,,,rr with PROJECT SPONSORS: SCALE
!1 CAR/y of iH ~ ~ ( DESIGNED BAD. ~ ~ ~ r CITY OF W/LMINCTON ATE NOVEMBER, 2000 PINE VALLEY GOLF COURSE , ~~=20 ~
~ ESS/p ~~i~ ' N:\AUTOCADD\SDSK\PROJ\ U ~ 9y
4 ORTH CAROLINA SEA GRANT Ow~wN asR aAn+ NER' HANOVER COUNTY TIDAL STREAM RESTORATION SHEET CREEKS PROGRAM P~~T NUMBER
_ ~ RRAI : N our veiin M 5fRFAY\DWG\05.OWG ~ ul _ 3 I ~,.~~uunTnu
L CHECKED BAD. AND D.B.M. uji ur IIILMMUIVI1 13531 2-M 17 9 ~ CITY ENGINEERING
• - DATE RD. 3 pp,, V NORTH PINE VALLEY COUNTRY CLUB PROFILE LP Of
tr1 DATE pF P~ 305 CHESTNUT STREET • ~1Y • PROJ. ENCR. BAD. PO BOX 1810 1810 NORTH CAROLINA SEA GRANT
RNSIONS WILMINGTON, NC 28402-1810 AR, 11~ [phone]
1 follows'

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

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

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

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

010011,
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A _ ~ ~ ~ ~7-~ CITY OF WILMINGTON
421 33 ~ 7 ~ ~:a a ~
W r4
ry ` ~ TE ~ q ,C-l ~ NEW HANOVER COUNTY TIDAL
0 f T Q' g:,- ~ `x~.:~
~ 7 17 J~ `~O~ CREEKS PROGRAM
d' 42 v
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PINE VALLEY COUNTRY CLUB alupi~
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~v~0' r/ CAROLINA SEA GRANT
7 pt
SNIPtAR ~ on
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~ s w~. ae
N M
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LIST OF DRAWINGS
ti9 ~ pp
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MAP .o s~~~s~ PU.
LEGEND
DESIGN BY: N. C. SEA GRANT and
i
ROOT WAD FINAL GRADE ELEVATION _ _ SEWER EASEMENT - - - CARTPa
`"fl~`"~~ NC STREAM RESTORATION INSTITUTE;
LOG VANE w IRRIGATION LINE • • • CONTRACTORS ACCESS ROUTE
NC STATE UNIVERSITY
® LOG SILL ~ SANITARY SEWER LINE - - - LIMITS OF CONSTRUCTION IN COOPERATION WITH CITY OF WILMINGTON
!OJEC frYPONSORS~
a~~'"""'"~~~, PROJECT S~ MAR wl~ ~ ~ M,
~ 'Q?~ DESIGNED B.A.D. NAT CITY i
i N:~AUT°CADD~SDSN~P OJT U L " eREe~ PR~RAy NovErnaER, zooo PINE VALLEY GOLF COURSE NONE
= 4 =NORTH CAROLINA SEA GRANT ~sR PATH NEW ~ 8EAL STREAM RESTORATION „E~r .
4351 ~ ~I / _ n o u eun a e n PINE VALLEY CC STREAM\DwG\°1.DwG ~ ~ ~ ~ 2 I CRY OF YiiLMINGTON ~
DATE i i 6wYV/wr~ef. 5~ unwncu r. JnLc Q I ~c^ ti39p CITY ENGINEERING PINE
t IN r DATE 'l p 305 CHESTNUT STREET C 'y PROJ. ENGR. B.A.D. . NORiH PO BOX 1810 PINE VALLEY COUNTRY CLUB COVER SHEET/LOCATION MAPS I Of
REVISIONS ~e o WILMINGTON NC 28402-1810 ~PA ti NORT1 NORTH CAROLINA SEA GRANT
~~rhrnurr~r~~ [phone]