20010295 Ver 1_COMPLETE FILE_20010227

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7908 AUDUBON DR. / RALEIGH, NORTH CARD \'A 27615 / 919-870-7865

DEM ID:
01 0295
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
n
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD f r1
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES mr
SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY CD
ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NA

2. MAILING ADDRESS: 151 (op Q L 4 2- W
UBDIVISION NAME: G11--2
0 1'
CITY: STATE: iy C-- ZIP CODE: 2-2 5
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
r °?-X?? S1CT?? O? ?O'MS21'CJ"? 1./r'1 ?1
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME): (WORK): -7 -7 3- Q U 3
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: -?-OA-`nSAmrv" NEAREST TOWN OR CITY: G O `\-
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
0
Vj - o?,?a A-,-'I 6,lo-r
6. IMPACTED OR NEAREST STREAM/RIVER: Lo?-?-c F, \jo- ' Y \w \ ,
RIVER BASIN: N eA-`-C ?
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY
(WS-I OR WS-II)? YES [ ] NO [ y ] IF YES, EXPLAIN:
7b. IS THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO[-XI
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION:
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ] NO [ )<] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT
AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ] NO [ ] IF YES, DESCRIBE ANTICIPATED WORK:

9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: a(D o-c-re.s
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
(t.O(?f o 1C? YY'?o?il ? Z(? O-?25 t n??/`A Y1 L??10-?? Ljv
IOA. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAG
EXCAVATION:
OTHER: r O G-r o %I' LIN?
TOTAL ACRES TO BE IMPACTED: Lp 000 '? zJ
0 . k4 oc.fe5

IOB. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): I
LENGTH BEFORE: (45 1 FT AFTER: 20 FT
WIDTH BEFORE (based on normal high water contours): FT
FT
WIDTH AFTER: ?J
r i
AVERAGE DEPTH BEFORE: Z FT AFTER: 2, FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: [ x ] PLACEMENT OF PIPE IN CHANNEL: [ X ]
CHANNEL ELEVATION: [ ] CONSTRUCTION OF A DAM/FLOODING: [
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED (ATTACH 1 PLANS: 8'/z" x I I" DRAWINGS ONLY):
`

13. PURPOSE OF PROPOSED WORK: r ooJ c ov\ si1 r
\115t TV\ ax? ev\s' \ O-V-\
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
Pf na z 5 lJ o. ?Pm n Ino_
C-0 (2 QaO-6- 01-Q-k1-
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR
NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING
THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR
THREATENED SPECIES OR CIRTICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY
THE PROPOSED PROJECT. (ATTACH RESPONSES FROM THESE AGENCIES.)
DATE CONTACTED: Not Required - Performed by the Corps of Engineers
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: Not Required - Performed by the Corps of Engineers
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND?
YES [ ] NO [ \? ] (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[ ] NO[ \?]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION STATE CLEARINGHOUSE?
YES[ ] NO[y]
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 PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT,
DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116
WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON
THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL
STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE
MAP. SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR I INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL
MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA
DIVISION OF COASTAL MANAGEMENT STATING THAT THE PROPOSED ACTIVITY IS
CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
rpj-WcAril z1131 ZffDi
OWNER'S / AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18G.))
WAVERLY P
WAVERLY P[
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
1 • •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 7, 2001
DWQ # 010295
Johnston County
Son-Lan Development Inc.
5160 NC 42 W
Garner, NC 27529
Dear Sirs:
On February 27, 2001 the Division of Water Quality (DWQ) was notified by receipt of
your applications for Waverly Point subdivision (extension of Cameron Drive) regarding your
plan to fill 170 feet of stream channel for the purpose of constructing a road crossing in Johnston
County. Approval from DWQ is required to disturb these areas. Please provide details on 1)
buffer and stream mitigation since impacts exceed 150 feet and 2) how diffuse flow will be
achieved through the protected stream buffers.
Please call me at [phone] if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance
with 15A NCAC 2H .0505(c). The processing time for this application will begin when this
information is received. If we do not hear from you by writing within three (3) weeks we will
assume you no longer want to pursue the project and will consider it withdrawn.
n R. Dorney
Cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
File Copy
Central Files
Neal Floyd
Wetlands/401 Unit • 4401 Reedy Creek Road • Ralei,gh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Son-Lan Development, Inc.
5160 NC 42 W
Garner, NC 27529
Dear Sirs:
SSCi
4
?40
On April 16, 2001 the Division of Water Quality (DWQ) was notified by receipt of your
applications regarding your plan to fill wetlands for the purpose of constructing the Waverly Point
subdivision in Johnston County. Approval from DWQ is required to disturb these wetlands.
Please provide seven copies of the following information and refer to the DWQ # listed above in
your reply. In particular as described in 15A NCAC 213 .0502, we will require you to report any
inlet protection planned for the crossing. Also report the area of stream buffer to be impacted.
Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to
detennine your projects' compliance with 15A NCAC 2H .0500.
Please call me at [phone] if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this
information is received. If we do not hear from you by writing within three (3) weeks we will
assume you no longer want to pursue the project and will consider it withdrawn.
Cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
File Copy
Central Files
MI?WAA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 1, 2001
DWQ # 010295
Johnston County
Wetlands/401 Unit • 4401 Reedy Creek Road • Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Atiinnative Action Employer
50% recycledl0°.lo post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Son-Lan Development, Inc.
5160 NC 42 W
Gamer, NC 27529
Dear Sirs:
A_04M(J-10;4J
A11010011111111111FM 6L
NCDENR
?y NORyTHM?CAROLINA DEM&ATMENT OF
any RP, 2W1 T AND NATURAL ResOURCES
DWQ # 010295
Johnston County 1107 490
v` 0-
On April 16, 2001 the Division of Watcr Quality (DWQ) via notified-by MTeipt of your
applications regarding your plan to fill wetlands for the purpose of constructing the Waverly Point
subdivision in Johnston County. Approval from DWQ is required to disturb these wetlands.
Please provide seven copies of the following information and refer to the DWQ # listed above in
your reply, In particular as described in 15A NCA.C 2B .0502, we will require you to report any
inlet protection planned for the crossing. Also report the area of stream buffer to be impacted.
Please show these on maps of suitable scale (for instance 1" = l00 feet) so we can begin to
determinc your projects' compliance with 15A NCAC 2H ,0500.
Please call me at [phone] if you havc any questions or would require ccooppies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(e). The processing time for this application will begin when this
information is received. if we do not hear from you by writing within three (3) weeks we will
assume you no longer want to pursue the project and will consider it withdrawn,
Sin
J R. o ey
Cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
File Copy
Central Files

watland&'401 Unit o 4401 Reedy Crock Road a Raleigh, North Carolina 27607
Telephone 919•'133-1786 FAX M 733-9959
M Equalrn Opportunity Affirmative Acpon Employer
S(laiuyoled/10%pool coaeumcrpaper
Mar 28 01 08:14a Neal C. Floyd & Assoc. 676 8395 p.l
Neal C. Floyd & Associates, Inc.
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7908 AUDUBON DR / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
Mar 28 01 08:14a (Veal C. Floyd & Assoc. 676 8395 p.2
WATER QUALITY PLANNING Fax:[phone] Mar 27 '01 14:32 P,01/01
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
/r•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRON111ENT AND NATURAL RESOUnCES
March 7, 2001
DWQ # 010295
Johnston County
Son-Lan Development Inc
5160 NC 42 W
Garner, NC 27529
Dear Sirs:
On February 27, 2001 the Division of Water Quality (DWQ) was notified by receipt of
your applications for Waverly Point Subdivision (extension of Cameron Drive) regarding your
plan to fill 170 feet of stream channel for the purpose of constructing a road crossing in Johnston
County. Approval from DWQ is required to disturb these areas. Please provide details on 1)
buffer and stream mitigntion since impacts exceed 150 feet and 2) how diffbse flow will be
achieved through the protected stream buffers.
Please call me at [phone] if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance
with 15A NCAC 21-1 .0505(c). The processing time for this application will begin when this
information is received. If we do not hear froin you by writing within three (3) weeks we will
assume you no longer want to pursue the project and will consider it withdrawn.
r-Do Cc-
Raleigh DWQ Regional Office
Raleigh Corps of Engineers
File Copy
Central Files
Nmut t=lnyd
Wetlands/401 Unit • 4401 Rccdy Creek Rood • Raleigh, Nonh Carolina 27607
7 clephonc 919.733.1786 FAX if 73?-9959
An Equal opponuruty A(rnmativc Action EM910er
50% rccyeledt10% post can-IlLf paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
ffl:!?WAA
NC ENR
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
DnWQ # 01, °0 a 7 S- 401 ?_County UFD
Ib o ?{ 2_
c 0 Z9
Dcat?1?`? ' ?'
\ 61220
On 6Lt? the Division of Water Quality (DWQ) was ? tifed by recei t of your
applications regarding your plan to fill wetlands for th p pose of in
Approval from DWQ is required to disturb these . Please provide sev t copies of the
following information and refer to the DWQ # listed above in your reply. In particular as
described in 15A NCAC 213 .0502, we will require you t l?skte all-stets aurl ; or??? ran th
prap rt-,. Please show these on maps of suitable scale (f r instance 1" = 100 feet) so we can
begin to determine your projects' compliance with 15A NC C 2H .0500.
Please call me at [phone] if you have any q testions or would require copies of
our rules or procedural materials. This project will remain of hold as incomplete in accordance
with 15A NCAC 2H .0505(c). The processing time for thi application will begin when this
information is received. If we do not hear from you by wri 'ng within three (3) weeks we will
assume you no longer want to pursue the project and will con ider it withdrawn.
Sincerely,
John R. Dorney
s f
(' ??nQ
Cc: \r ?' DWQ Regional Office
Corps of Engineers
File opy
Ce
NZ4 ntral t=iles R 5/1
Wetlands/401 Unit • 4,101 Rcedy Creek Road • Ralri h. North Carolina 27607
Telephone [phone] FAX ti 733-9959
An I?qual OpportunitN Aftirmitke Action Fmplo)er
W". recd clod/ I W/o post consumer paper
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7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
010295
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE: Crn? -y?G
rT
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION rTl
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT C7
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.
1. OWNERS NAME:
2. MAILING ADDRESS: 151 (oQ Q L 4 2 vJ
\ SUBDIVISION NAME: L?j
CITY: CsO? ??? STATE: Iy ZIP CODE: 2-7 Jam' Z'?
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): ?SIa,-\ O-? 1/, 1
3. TELEPHONE NUMBER (HOME): (WORK): -7 -7 3-- Q 8 3
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: 7O?`nS? y\ NEAREST TOWN OR CITY:
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
i
6. IMPACTED OR NEAREST STREAM/MVER: L --?? G-7 i '.- ' Y `or \ e.
RIVER BASIN: N
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY
(WS-I OR WS-II)? YES [ ] NO [ y ] IF YES, EXPLAIN:
7b. IS THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [ x ]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION:
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ] NO [ X] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT
AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES[ ] NO[ ] IF YES, DESCRIBE ANTICIPATED WORK:
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: ?(D Os:r2S
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
n r)n,f r'> i \ V-)&r o A '-A 71J C '?.U_? 1 >,?? ? •.? !(' D0N104'? bt.
IOA. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION:
OTHER: r OC<t G-r o
TOTAL ACRES TO BE IMPACTED: C? o0O `` z?
0. 14 o?cre,S
I OB. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): /
LENGTH BEFORE: t 451 FT AFTER: (ZD FT
WIDTH BEFORE (based on normal high water contours): ?J 1 FT
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: 2 FT AFTER: 2., FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: [ X) PLACEMENT OF PIPE IN CHANNEL: [ X ]
CHANNEL ELEVATION: [ ] CONSTRUCTION OF A DAM/FLOODING: [
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED (ATTACH PLANS: 8'/z" x 1 1" DRAWINGS ONLY):

13. PURPOSE OF PROPOSED WORK: r C7aa ?iav?5?1Y t J,G',h c -/N -\-t? r
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR
NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING
THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR
THREATENED SPECIES OR CIRTICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY
THE PROPOSED PROJECT. (ATTACH RESPONSES FROM THESE AGENCIES.)
DATE CONTACTED: Not Required - Performed by the Corps of Engineers
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: Not Required - Performed by the Corps of Engineers
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND?
YES [ ] NO [ \? ] (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 ENVIRONMENTAI. POLICY ACT?
YES[ ] NO [ \,/]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION STATE CLEARINGHOUSE?
YES[ ] NO [ \ ]
IF ANSWER 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 PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT,
DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116
WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON
THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL
STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE
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.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL
MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA
DIVISION OF COASTAL MANAGEMENT STATING THAT THE PROPOSED ACTIVITY IS
CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
'-ft?cArii 2-j ? 3 l ZffDf
OWNER'S / AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18G.))
• ??-? •
Af . `y -- -
IWI
,3s2q
WAvERLY Awr SdaDlv/sia
SCALE I 1000
U. S. G. S. gdADRAd6LE SNEE TS
F-DMOdDSod NC AdD Aarmic , NC
r , 2732 1 ?? \
24
.i °.°3/30 _.. i\
?2 71
23
7 30
1
VINX.
o . r

r ? 1531 /
42 •
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/ I, 4 I
i PRoPoSED STREAM CROSSING
• ? i / X11
_

r~r.. Q 6A~c L ON N. C. G. 0. T. DESIGN STANDAR
_ - ~ ~ FILL D~ OF UT/L/ZING 3.• 1 SLOPES WITH GUARDRAIL, AN 80' LEN T
~ WOULD BE REQU/RED G H OF PIPE FOR THE STREAM CROSSING. THE
Q P/PE CROSSING WOULD DISTURB 148' ~ OF STREAM BED.
NO IN( ~ Q NO INLET PROTECTION REQUIRED
' ~ 0
~ 0 v xp~, i j i
~ ~ 0 (3) 8~ -60 R. C.P. S ~ 1. D c~ 00
J i ; . ~ rH o9 ~ , ~ ~P E AREA OF RIPARIAN BUFFER W W/TH ~,EADWALL
~ ~ S CROSSING HICH CONTAINS THE PIPE _ I ~ HAS BEEN DENOTED WITH A DA - 269. D ACRES
CONTAINS 9 76 BOLD LINE. THIS AREA cn 0 ~ 5 S. F,, OR 0.22 ACRES. o
h~
1 ~
~ ~ ' ~ _ 750
J ' z ~ W i I h \ ~ 1
I ~ ~ ~ v
! _ ~
~ ~ ~ EXiSTiN „ . N ~ ~P C~ W.'1 p ~P o ~ , ~ W
! G6 ~ ~ ~ ~ Q ~ PAC P ~ ~ Q A ,o ~ , ~
war Q' ~ , . LINE ~ ! 1 o , ~
~ O o ~ R o -
0~ ; ~ ~ ~ INV. - 212.40 P~ -
~ , , ! ~ ~ . M 12.~40 co 0 q E _ ~ x ~P P pR~ " °
0 5 MER _ - ' ~ 5 ON - _ CA N
i ~ U / _ - a ~ °
o
0 ~ ~ ~ ' SINE
~ ~ o - / WgTER . ~ 6 PVC s x 6 r££ ,o 0
, ~ R = 450 0 ~ F /RE HYDRANT
! ~ ~ I ~ y INV. - 211.6G m ASSEMBL Y lV.i - 211.60 -
I 3
I o , NorE• ALL EMBANKMENT FILL GREATER T ! 1 !Nr~ 0 E. STA 9+93,93 =
HAN 7, NSTALL S AS MEASURED FROM ROADWAY I ~ INSTALL STANDARD GUAROR 6 X 6 TEE AIC STA 0+00,00
FROM STA CENTERLINE TO lNl/ERT, FOR ALL ~ ~ FROM STA 5f35 TO STA 6f55 2-6 GATE l/AL DES
STORM ! ~ BOTH SIDE DRAINAGE P/PE CROSSIN BOTH SIDES
GU GS SHALL !NSTALL Q ARORAIL TO D, 0. T SPECIFICATIONS ~ ' "
BE AT 4:1 S OR ~ X50 LOPE OR FLATTER,
~ 3:1 FILL SLOPE FILL SLOPE
~
00 ~0
~J
~ 0
QO
~Q

! of ~ `0I ~ I ! ~P ~ R,, ~I ~I co I ~ P
i j hl ~y; ~ N ~I ~ ~I i HOPPER ~pgRlgN 50 R
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~ ~ - _ -SCALE.' ~ =50 ~ ~ ~ ro~ o~ ti _ _
~ I ~ N! ~ N N~ N ~ ~ ~i _ N N N. N' O. Obi p,~ ~ co
I I I i I I ~ I ~ I , ~ ! ~ ~ ~ ~ ~ I i i i 11 ' .40.0 ~ i ~ N i
1 . 509' ~ ----T--___ I I j I I i 150 00 ~ -3.0 9 i I ! ~ ' i i I ~ ~ ~ N ~ N N N, Ni ~ ~I N~ ~ ~ i R ~
I i j I 300.0 ' ~ ~ 5.409 , I I' 3 i j i I _ _ - ~ ~
! I I ~ ;100. I ! 245.00: Ob ~c.l I ~ ! I 1100. ~ ~ ! ~~0.~0 ' 4 ' .QO' ©~-2. ~Oq - - -
K = s. d ~ ca s7 I v K='41.67 i I i I I 900. DO ; ~ -1.OOq
- i 50.0 . C ' ~ ~ I = .47 ~ ~
I { ~ ~ i ~ ~ , 1oo'ao' ~c'
I ~ I , ; ~ ' ~ ! i _ ~ ~ - ~ ~
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I ~ ~ ! o 235.00....; i ~ ~ I ! ~ ; 1
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---r----~---- ' ~ I i I N I , ~ ~ ---~---~~-----a ~ I i ~ I I I h ~ ii 1 r ~ ~ ~
I ~ r----- - I ! ~ ~ ~ ~ i ~ ~
i I _ i ~ I ! ~ ~ ~ i I j A i I i ~
I ~ I i I i I I 2 ~ I 30. i - _ _r---
0 ~ 0. ~ l t \F i i i - G ~ - -
o I ~ ' j _ ~ o ; ~~ti I ; j L GROUND i ~ ~ - RA AT N -
~ i ~ \F ~ '
I ~ qi I I O N I `f`, f - ti~ i
~ ~ ~ ~ I ~ I I j I ~ ~ ~Yi I ~ N TE.' 1 ~ j ~ \ 2i , i ~ ~ n Y ~ - : - ' - . ~
225. ~ ~ ~ ~ „ r-____________' ~ Q ~ i I ~ ~ l i TALL G 1. ! WATE _ t~ . ' W j ~ ~ I ~ i
i ~ ~ 4 ( Q, F~ LI ~ ~ i ----r- E FR i ---t- i'~ J I S A.. 5 M f2 i i r R I
i ~ i ! ~ ~ ~ ~ I , ,
~ I ! ~ ~ 1 O i l o~ ~ ~ ! ! I I ~ - I O10 i i ~ i I . ~ z ~N~MOM o, ~ i ~ M ~ r
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2 20.00! ~ ~ ~ i j I D I I' 6 ! ~ ~ ~
' I ~ I I ~ I (3' ~T ' I i ~ ~ j ~I ~ I ~ i ~ ~ i ~ j
~ I ~//M AL U . L MB i M i I AN ~ - i ~I ~ ~ (
I ~MENT FILL G EATS ~ THA I I ! COT ~ I ; l ~ J ! ~ l M AS , ~ ~ UR D FROM I i ~ ; ~ ~ RD,DWAY ~ I I i I i ! I f ~ ~
~j~~ I ( CENTRI I i ~ , I L NE ~ TO lN~ERT I ! I ~ ~ OR A L STD M I I i ! ~ ~ 1 ~ rt j i ~ ~ _ _ _ _
2 ~ ~ ,DRAT GE P~P I I ! 5.0 0 ! E cROSSiN ~ - ~ I ~ GUA S SH LL IN TALL ; ; i I ; ! ~ I _ - i ' L i ~ ~ i ~ ~
R RAIL ~D D. 0. T SP ~ i I ~ I i -I-~------;-_--- I I i C/FICAT/ONS OR I i I I i ~ ~ j j i ~ i
! ~ ! I i ~ i i I i W ~ ~ ~
~ I i l i i I I ~ • i i I ! z~ 3 ~ i i W, ~ ~
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i 21 , 0. I (1 i.
i I i _ ~ I ~ ~ ~ ! I ~ ~ ~ I i i ; i
~ ~ j _ i I i
- I ~ I I 3 6d R. C. P. S I, ' ~ ~ ~ i ~
I I I I ~ ~ f I ~ ~ I ~ i j I i I _ p ,
~ ~ ~ ! ~ ail I ~ j I I ! ! 205.00; I o) M n1 i n ~ I ~ Qi ~ - . - ~ ~ ~~.~~iV
_ N ~ ~ E ifi I ~ I ~ O~ i I ~ I I i n N j i I I _ N M I ~ I ~ I i j i ~ i ~ - -
1+OO N i I ~ 1 W 0+ ~ ! 00 N I ~ i N I 1+ao I N ~ ~ I I ~ N ' , ~ ' '
2+00 N ~ N I 3+00 ~ ~ N I i N i t~I ~ 00~ Nj
4+00 S+Oo 6+00 N~ ~ ~ ~ ~ dl ~ Oi' I CSI ~ N~ _ ~ ~ C~J~ ~ I i NI h'
7+00 SCALES: i0 ___1_____;______ N N N 8+00 ~ N _ ~ 9+ - N _ 2 00 05. _ 0
~ , 10+ 00 - 11+oa 12+00 1 3+00
50 HOR _ , 14+00
5 VER
1 I ~ A ~ i i ~ _
/TVHL/VVH Y WA VERL wH r AND UT/CITY CONSTRUCTION PLANS FOR DALTON ENGINEERING
& ASSOCIATES, P.A. VERL Y PO/NT SUSDIVISION PHASE- TWO 1446 EAST MAIN STREET
?OHNSTON COUNTY, NC P.O. BOX 426 g19 550-4740
CLAYTON, NC 27520 ~919~550-4741 FAX
REVISION 001: ADDRESSED ?ovNSroti c JOB: 01003 DATE: 4/10/01 REVISION: 001
ourorr ururiES coMn~ENrs - s/~/o~ FILE: RCP01 CO1 DRAWN: DBE SHEET: 3 OF. 8

rsA~t a vN N, G, D. 0. T. DL SIGN STANDAR ~ FI DS OF UTILIZING 3.~ 9
LL SLOPES WITH GUARDRAIL, AN 80' LENGTH
~ WOULD BE RE UlR OF PIPE Q ED FOR THE STREAM CROSSING. TH
PIPE GROSSING E Q WOULD DISTURB 948' OF STREAM BED.
i` I NO li NO INLET PROTECTION REQUIRED
i ~
i o
U j ; co 0~ i
v ~ x~ , Qj ; ~ . ~ (3~ 80'-60" R. C.P. S ~ 1.OOq oa
J ; ~ ~ ' THE AREA OF RIPARIAN BUFF WITH HEADWALL P ER WHICH i
Q ' ~ ~ ~ CROSSIN CONTAINS THE PIPE DA = ~ ~ ~ S G HAS BEEN DENOTED WITH A BOLD LINE ~ 69. D ACRES i
W OONTAINS 9, 765 S F. THIS AREA cn OR 0.22 ACRES. o j 1 '
VJ
' ~ ~ ~
! ~ 150 ~ 1 ~ J ~1
I I ~ w. 1^ F
m ~ F I ~ ;
~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ W. ~1 p~
~P EXisr~N „ ~ ~ ~ ~P o ~.r i~ ~ ~ Qi I~
' o ~P ~ i' G 6 PAC ~ ~ Q QP o; ~ ~ ; ~ -
_ p (n + ~ ~.I I p 3 - "
Q h Ip ~i i ~ ~ o ~ C R _ u o ~ ~ x x UB~f ~ Q
~ INV. -212.4 I 0 P _ ~ o~, 12.40 Q 9 ~E - _ c~
ti , i ~ r~P ~R °o -
I ~ ~ MR - _ CA U
, _ o~t_ d ~ ~ a o ~ r--
O ~ INE
r\ . ~ _t~ AlE~ t
~ . » pVC R= 450' ° o--,,.%'y 6 5 x 6 TEE
I ~ ° FIRE HYDRALJT
~ ; > INV, - 211. E V, 211.60
3'
~ NOTE.• ALL EMBANKMENT FILL GREATER T 'INSTALL NOTE.• STA 9+93,93 =
HAN 7, AS MEASURED FROM ROADWAY FROM S. 'INSTALL STANDARD GUAR / 6 x 6 TEE + DRA L STA 0 00,00 FROM STA 5f35 TO STA 6f 55 2-6 GATE VALVES
CENT Q' ERLINE TO INVERT, FOR ALL STORM ~P~ BOTH Sly BOTH SIDES
DRAINAGE PIP E CROSSINGS SHALL INSTALL Q
GUARDRAIL TO D. 0. T SPECIFICATIONS OR ~ ~ 150
BE A T 4:1 SLOPE OR FLATTER.
~ ~0 3.~ 9 FILL SLOPE ' F1LL SLOPE
0~
00 J0
~J
~ 4~
Q~
~l Q
_ ~w ~
~ ~ ~I ~ ~ - ~P BUFFER
a roi ^I ~ ~ ~ ~ ~ P i ~ N I ~i ~PgRIpN 5Q R
N ( N,' a'~ rF~ ~ h~ ~ ~ ~~I d. 0 rte ~ ~ i ~ _ _ _ SCALE.' ~ -
- - - - ~
~ ~ i i ~ N, N N ~ ~ I ~ ~ i ~ ~ N` N~ N N ~ ~i ° •I . a~ °i
I _ !
~ 9'40. ' i ~ I ~ ~ i _ ' i ~ - ,.509 i i _ 0 ~ 7 ~ 150 00 ~ ~ - ~ ~ 3.09 I ~ ~
i ~ ~ I , 3'0.0 ©-15.40q ' ~ ~ ~ ~ ~ : 1 ~ ~ N~~ N~ i ~ i
i ! , ~ ~ i 100.00' V. C. ~ i ~ ; I i I - ~ -
,i I 100. ~ ' 245.00 ~ oo ~c) ~ I ~ ~,K = 66.67 i - I ~ U ~ ~ ' K = 4 9 ' i ! ' ' i 900.00' ~ '.OOq ' i ~ ~ ~ ~
_ _ i . 67 ~ 50.00 V.C. ~ ~ i ' ~ ~ - ~ K = . 47 i
I 100 0 V ~ , C•
' ! I ~ ~ ~ ~ ~ ~ I i i ~ I ~ r3
i ' - ~ ~ ~ : ~ ~ - 4 ~ - 2 45.00
240 ! ~ i ~ I j i i ~ I v i ~ ,
i ~ ~ ~ ~ I --t-+- - i ,
i ~ I ; i I ~ i ~ ~ ~ i ~ i j ,
i i i i , i ~ ~ i ~ ~ ~ _
O I ~ 1 ~ ~ ~ 1 ~ \ i ~ O O T_ N - - I ~ - a _ _ ~ 2 ~ C • 0 0
I i i I I ~ 235.001 I I ~ ~ ~ I ! ~ ; I , ~ I' ; , ~ ~N ! - - .
~ ~ N i ~ I N ~ i
I ~I ! ~ I ( ~ ~ I ~ i ~ , I I` ~ i ~ ~ ~ I ~ ~ ~ ~ ~
I I ~ \ '6•, I : i :
! L ~i \ ~ ( ~ ~ i - _ a ~i , ~ ~ ~J. o
~ ~ i ~ ~ I i ~ ' I I 00 J , ~ -
i I i \ F~ I ~ i i i - O ~ ~ ~ ~ ~i ( I ' GROUND ! ~ } AT N
i I ~ ! i ~ti~: ; ~ i , ~ , I ! i ~ ~ ~
1 o i ~ { - ~ ~ I o~ ! j ~ aN ~ ~ : I I _ ~ . j
I ~ I ~ NTE. ~ I 4~. --~____.r - -..i__ I ~ ~ _ - - ~ I ~ ~ ~ - t- ~ L ~
N i ~ I i , I„ 1I : c N IN TAL L ~ .l D W A TE 2 ~ ~ i ~ , 25. 00' ~ Q i ~ W , ~ , _ _ R ~ ~ i
~ ~F ~ ~ i I ~ ~ ~ i Q ~ ) ~J LI E FR STA. 5f2 ~ I i T i ~ ,
_ ~ ~ ~ ~ ~ TH OUGH STA. ~'+70 ~ I, - _ i ~ ~ ~ R T ~ ~ VE) ~ ~ o Z;
I i i ~ ~ ~ i j ~ ~ ~ ~ ~ I I ~ M ~ ~ ~ ~ IMF . o ~ i IN I ~ M~ ~ ~ ~ ~
~ ! I j ~ i ~ ~ I I \ i r i 1 TER . ~ I-- - -
O ~ ~ ~ i O, , j O j ~i ; I ~ 6„ 220.00! ~ ; ~ i ~ o : W _ ~ 5.00 ; _ _
~ I ~i ; ~ E I ~ c 1 ~'qr - 1 i i ~ ~ L/ I ' I i I ~I I~ ~ ~ ~ ~ ~ W~ ~ ~ ~ : I
-t- - ~ ~ I M /vE' C ~ I ~ II ~ i ~ : i I ~ ALL ~ ~ ~ - OV i i Z ~ ~ ~ ~ I i
M BANI~MENT FILL CREATE THA ~ E ~ ! i ' ~ 7, i i ~ Q i Q ~ ~ AS M AS i UR~D FROM RO~iDWAY i 1 I ? I ~ ~ ~ i ' ~ ~ I ~ ~ ' ~ ki i ~
I I ~ ~ ~ : ;CENT-RUNE ~ T i I I OINI/ERT ~ i i F 0' I ~ I I - ~ ----1----~- i ~ ~ ~ ~ _____-I - - - _ ~2 2 0.00
I ~ 1 OR A w ~ ~ LL STORM i j ORAI~~GE PIPE CROSSIN ~ ! ~ ~¢S SH LL 1N TA z~ ; I I S
215.00 I ~ ~ ~ LL ~ ~ i ~ GUARDRAIL r0 D.O.T SP~CIFIGA~TI ~ ~ ~ i ~ ~ I ONS OR ~ ~ I i l
- ~ I r I E i --Ofd-.FL~4 ~ ~ i i I ~ ~ ~ ~ ~ I ! ! i i ~ ~ i
i I i I ~ ~ i I ~ I 1 ~ wi ~ I ~
: ~ ~ I i I I ~ ~ ~ I - _ i ~ v~ I I
I ~ ~ ~ j i ~ i I _ ~215.C0 i
21 ' ! ~ , ; G 0. O0'~ r i ~ I i r-- i , I I ~ ~ ~ ~ ~i1
' ~ I i fi ~ ~ ~ i ~ ~ „ _ _ I ~ ~ I : I I
i ~ ~ ~ --1--- ~ 3 6 R. C. . S i i i ~ ~ ~ ~ i i ~ i ! ~ ~ ~ ~ , < < j i I i ,
~ ! ~ ~ ; I i N I i p ~ ~ ~ I I i ~ - ' I 1~ ~ ~ I i : , ~ - - -
_ - - - _ ' ' i ( h., ~
205.OOi ; ~ I ~ of ! ~ ~ ~ N ~ ~ ~ I Imo, _ ~ - N i ~ ~ ~ ~ ~ ~ ~ 1 i ~ ~ I ~ ! ~ ~ - p' ~ i I j i N ~
Nip 1 + 00 - ~ _ ~ ~ N , N I ~ ~ ~ I ~ ~7i i I hI I i d'~ I ~ O` ~ N, ! ~ I ~I a0' N,
0+ 00 I N N. ~+0 0 N 2+00 N 3+00 ~ ~ I N ~ p I ~ ~ N i ~ ~ i ~ rn:
4+00 5+00 6+00 ~ ~ _ NI ~ Ni ~ N~' Nip ~
7+00 0 0 ~ ~ N ' o 9+0o N Vo ~ o+oo ~ - - - -
SCALES: 1+00 ~ 2+00 ~ 3+00 ~ 4+00
50 HOR
1" - ~ 5 VER

DA LTON ENGINEERING FOR
pw ACC/~niA7l"n n ,
p %x noowir~i cJ, r.A.
WA VERZ 4 VERL)l POINT SUBDIVISION PHASE TWO 446 EAST MAIN STREET
?OHNSTON COUNTY, NC P.O. BOX 426 ~919 919)550-4740
CLAYTON, NC 27520 5 50-4741 FAX
JOB: 01003 DATE: 4/10/01 REVISION: 001 REVISION 007: ADDRESSED ?OHNSTON COUNTY U7UTlES COMMENTS - 514107
FILE: RCP01001 DRAWN: DBL SHEET: 3 OF 8

~ _ _ _
I BA~>` U ~1N N. C', D. 0.7: DESIGN STANDARDS OF
~ FILLS UTILIZING 3;1 LOPES WITH GUARDRAIL, AN 80' LENGTH OF P
~ WOULD BE REQUIRED F lPE OR THE STREAM CROSSING. THE PIPE CROSSING WOULD DISTURB 1 '
. ~ 48 OF STREAM BED.
NO INLET PROTECTION REQUIRED
~ ~ V
~ 0
~1 ~ ~ ~0 v~ ~ 0
~ i ~ ~ j ~ ~ (3) 80'-60 " R.C.P. 'S ~ 1.009' Op%~ i
J ; ~ THE AREA OF RIPARIAN WITH HEADWALL ~ ~ ~P BUFFER WHICH CONTAINS THE PIPE
~ ' CROSSIN DA = 269. ~ S G HAS BEEN DENOTED WITH A BOLD LINE. T 0 ACRES 1 W CONTAINS 9, 765 S F. HlS AREA ~ r'
OR 0.22 ACRES. o 0 1
~ %
11 ~ ~ j
~ ' I , 750 ~ , ~ ~ 1,
q z ~ F v
J ' - q C ~ ~ ~ J ~ e ~
V ~ ~ ~ ~ ~w ~ w i l 0. ~P o . W
I E 1' N ' ~ 'Y~SI/~/G „ . q ~ 1 ! 6 q ~ ~ I~ ~P ~ ~ ,
Q I' i p~C wAT . o is °o
i ERCIN . ~ ~ ~ E rC l ° 3 ~ ~ ~ d ~ v 0 CD 9 ~ p ~ ~ ~ I ~ -
~ ~ ~ i O o~ R _-~r
. 1NV. - o P - INV. - ~ ~ ; _ 50 - _ 212.40 Q 9 P UE . - , ~ -
n ~ , I I ~ fit'' N - o ~ 0 ~ S RO _ , ~ M~
CA ~ -r-- ~ ~ .
o ~ o _J-- .
O ~ - ~ ~ , ` R SINE
. o _i WATE o = pVC 6» X
~ R = 450' ° ° . 6 6 rEE ~ ° - FIRE HYDR,4NT
I , ASSEMBL Y
INV.-211.60 3'
NOTE,• + _
ALL ~ EMBANKMENT FILL GREATER THAN 7; 6 X STA 9 93,93 - ' INSTALL STANDARD GUARD 6 TEE + RA/L STA 0 00,00
AS MEASURED FROM ROADWAY FROM STA 5f35 TO STA 6f55 2-6 GATE SAL DES
CENTERLINE TO lN7ERT FOR ALL STORM ~ BOTH S/DES
DRAINA GE PIPE CROSSINGS SHALL INSTALL Q -
GUARDRAIL TO D.O. T. SPECIFICATIONS OR ~ i ~5O BE AT 4;1 SLOPE OR FLATTER.
~ ~d 3; 3.~ i F/LL SLOPE

0~ 00
J~ ~J
~
0~ QO
~Q

~ i
~ i ~ I 01 ~I N ~ I ~l co ~ ; BD~FER fpgRIRN
i ~ 1' a ~ _ 5~ R
o ~I SCA - _ E. 1 50
f i ~ N ~I N NI ~I ~ ~ ~ ~ 250 ~ ~ ~ ~ N ~ NI N. N 00 , N ~ N N N
. I ~ N ~ N N N N I I I ~ N ~ ~ N~ c~; ~i w~ of o; o0 0 .i N ~ NI ~
I 1;40.00' ©-1.509 I 1 1 ~ ~ ~ I , ~ N~ N NI w~~ c~.
15000'©-. 1 ~ 309 ~ ; i P 3 1 I I I ~ 00.0 ~ -J5, 409 I N ~ ~ ~ i ~ i ~ ~ v
I i ~ ~ F ~ f ~ I ~ j ~ I ~ I I f
I 100.Op' V. C, , i I 245. + 100,00' ~c1 00' ~ ~ ~ - ' 2 Oq ~ ~ i _ _ i ~ _ '250. QO _ _
~K - 6.67 , ~ I K - ~ i ~ - 'I - ,41.67 ~ 50.00 V.C. i i ~ ~ ~ ~ 900.00 ' © -1. 9' 00 0
~ ~ - . 47 i j ~ ~ ~ j ~ j ~ i ~ 100,do ~c
I ~ I ! ~ ! ~ K - ;;0.30
~ J I ' I ~ ~ ~ ~ ~ i i ~ - ~ -r---,--,------ -i----- 2 4 - _ 5.00
~i i I I 240.00, ! ~ ~ ~ I ~ I o.. Q ~ - ~ t ~ v ~ - ---t-----
i ~ i I ~ ~ ~ ~ i i i
I I i ~ ~ I d; ~ r
~ i i 1 I ~ i , i 0 ' I
i ~ I I i O ~ I O I ~ ~ I ~ ~ ~ _ ~ ~ C'
j ' ' ! ~ N i Q - - - _ - I ' i -
235.x0' i, ~ i I i ~ ~ - _ ; _ , I , ~ ' ! i ~ i ' ~ i t ~ ~
i I -----~-----f--~. ~ ~ ~ ~ ,
~ I ~ I ~ I
I A I I I i A ~ ~ ~ ' I r ~
~ ~ I L ~ ~ I ~ I ~ ~ ~ ~ ~ ~qT - ' i .235.00 -
30. oo~~ ~ ~ ~ F .v GROUND a ~ ~ _ i NAT AL ~ ~
I N O F ~ i "-~j~j, ~ i ~ i;
I ~ - ~ ~ ~ ) ~ ~ ~ i '
~ ti i ~i i I ~ro ~ I NTE.' ~ i i i ' j ~
i ~ N I "1 \ tii j N ~ ~ IN TALL DJ ; WATE p ; L ' ~ WA i ~ i ~0.0G
225,00, ; Q ~ t ~ ~ ~ ~ ~F ~ R I ~ ~ - - - E ~ - A _ '
I I l ~ ~ ~ I ~ I ' ~ ~ i h'J I L/ E FR STA. 5f2 ~ T ~ H \ OUGH STA, 6f70 fi- ~ ~ ~ + ~ ~ . . i 7
I ~ i ~ ~ ER) ~ ~ ~ ~ ~ i I M ~ ~U ~ i ! IMU . , o ~ ~ - ~
~ O' O! ~ i 1 ~ ~ I ~ ~ ~ ~ ~
i ~ I \ ~ I O: O i I o f i ~ i I v, 6„ T - c WA ~ ~ ~ W, ; - - _ . ~ 2 2 5. ~ ~ ~ ~ 0
220.001 ~ , ~ ~ ~ .i o ~ ~ ~ ~ ~ l ~ w,~T ~ 6 P~ . ~ ~ ~ ; ~ WI i ~ i ice' ~ ~ ~ '
i ~ ~ ~ ~~3' ~ ! ~ i Ll N i M~yjyU • . ~ ~ ~ i ~ ; i ~ ~ ZI
I ~ C I ALL OV ~MBANf~MENT F/LL G EAT E I ER THA ~ ~ ~ ~ ~ N, 7, ~ ~ ~ I ~ ~ ~I ~ ~ I I ~ ~ ~ ~ j I
Q~ Q ~ j , AS M~ASUR~D FROM RO OWA Y I ' i i ~ I ' 1 o I
~ ~ i CENT RUNE TO INI/ ~ i ~ ER7; OR A I Fr LL STOI,?M DRA/ GE PIPE CROS I i ~ i ~ I . - X220.00 .
I ~ , SN~S SH LL IN STALL ~ I ~ 215.00, ~ ~
- ~ _ ~ ~ GUAR©RAIL 0 D, 0. T. SP~CIF/CAPTIONS OR ~ I ~ i i i I I I ~ r I ~ ~ ! i ~ ~ I W i i h,
i i I ~ I 2''~ I ~ ~ W, ~ ~
I I i ~ i i v y I i i
~ ~ i ~ ~ i i i I I I ~ ~ ~ ~ ~ ~ I - - - 15.00 _ i -
n ~ ~ ~ ; I I i ~ ~ , ~ ~ X10.00: - ~ j - _ ~ i i
i ~ 1 I i ' ~ ~ I ~i i
- , ~ ~ ~ ~ i i ~
I ; ~ ~ 1 I _ i i ~__1_ i i II I
of ~ ~ Ni ~ I ~ ! t ~ I 1 I i I I i ' ~ ~ ~ _ i ~ ~ - _ _ - I Q . Q J
~n i r%~ ~ I i 205.00 ~ ~ ~ ~ ~ o I I i ~ ~ i ~ - ~ ~ ~ ~ ~i ~i ~
- L ~ N ~ ~ ~ I ~ - ---1- ~ M, I i M o' 00 ' ~ I N ~ ~ 1
0+00 N N 1-r 0 0 N i i i ~ ~ ~ 0 I N M; ~ N i.' ~ t0! ' N
2+00 N 3+00 4+00 5+00 N r~ ~ ~ p~ 0)~ N I N I i r+~~ ~ ~ ~i aj'~ ~i I i C~1
6+00 7~ N i ~ i N 7+00 I J N N' Nl, +00 ~ N
SCALES: 9+ 0 0 2 0 5.0 0 10'00 Ni 11 + 00 - 12+00
~ i , 13+ 00 14+00
50 HOR
1" _ ~ 5 VER
DALT ON ENGINEERING
FOR
IAA IA/~ I ~l-n ~ ~ ~ _ _ & ASSOCIATES. P A
YY YYH VCKL r I"°UIN~ SUBDIV/S/ON PHASE TWO 446 EAST MAIN STREET
4740 ?OHNSTON COUNTY, NC P.O. BOX 426 9 91979 550550--4741 FAX
CLAYTON, NC 27520
REVISION 007: ADDRESSED ?OHNSTON COUNTY UTU7/ES COMMENTS - 514101 JOB: 01003 DATE: 4/10/01 REVISION: 001
FILE: RCP01001 DRAWN: DBE SHEET: 3 OF 8

- - - - -
BASED ON N. C. D. 0, T DESIGN STANDARDS OF T
~ F/LL U lUZ/NG 3: 9 SLOPES WITH GUARDRAIL, AN 80' LENGTH OF Pl
~ WOULD BE RE U1 PE ~ 0 RED FOR THE STREAM CROSSING, THE
PIPE CROSSING WOULD DISTURB 148' OF STREAM BED.
~ NO INLET P1~'~?TECTION REQUIRED

V ' ~ 00 ~ i ~ 0, i' ~ ~
0 3 80 - ~ a
~ i ~ ' THE AREA OF R WITH HEADWALL ~ IPAR/AN BUFFER WHICH CONTAINS THE PIPE i
~ ' ~ CROSSING HA DA = 269, 0 ACRE t ~ ~ S S BEEN DENOTED W/TH A BOLD LINE, THIS AR A S ~
' ~ ~ ~ CONTAINS 9, 765 S, ~ ; OR E o Q 0,22 ACRES. ,
~
~ \ ~ ~ f
I ~ 750
~ ~ ~ ~f o z - W1 h ~ ;
~I ~ _ ~ ~ i J i C ~ J
0 / . ~ o c I 0 t w, i!1 p~ ~ 'W
~ ' - . ~ ' EXisr ~P d Q _ ~ ~ ; i~ -
ANC . N a ~ 6" . o ~P ~ ~ , ~
Q ~ i W,~r ' - ~ ER ~,N _ . I ~ ~ E o c ~ J' ~ p 3 _
; ~ ~ . ~ I v ~ : ~ o~ ~ R xo x~ _ ~ UB~ p -
~ tl~ INV. - 9 INV. - 212.40 Q P Rf ~ x~ ~ ~ ~ o
. ~N ~ o ~ ~ 5 5 ~R - ~
AM U ~ ~--p"` _
'
o _ _ / ~ _
~ . R
~ a ,.~-~i 6 P~~ 6 X 6 rEE R = 450' o ° F/
I ~ ~ ~ RE I~YDRAN~ m ASSEMBLY
' INV.-211.60
~ ,3'
I 0 IN ~ OTE.~ STA 9+93,93 =
ALL EMBANKMENT FILL GREATER THAN 7; ' INSTALL STANDAr~'D GUAR 6 X 6 TEE STA 0+00. DRAIL 2_6„ 00 FROM STA 5~-3.`~ TO STA 6f55 GATE l/,4LVES
AS MEASURED FROM ROADWAY CENTERLINE TO 1Nl/ERT FOR ALL ST ~ ~ BOTH S/DES
ORM DRAINAGE PIPE CROSSINGS SHALL INSTALL Q - I
GUARDRAIL Tp D. 0. T SPECIFICATIONS OR ~ i ~5O
BE A T 4:1 SLOPE OR FLATTER.
~ 3.~ 1 ~ ~0 3.' 1 FILL SLOPE

00 J0
~J

0~ QO
~Q
~v ~
i II cc^^ - ~ ~~vN~ ty~~ BUFFER
O oJ' ~ OI ~ cDl I I - , ~PgRIAN 50 R
. _ .~CALE.~ ~ »
~ N ~ ~ ~ h ~ - - =50' _ _ ~ d _ d: 'i ~ i hl ~ ~ - . ~ '
i ~V; ~i N N~ c~~ N ~V N ~V, N ~ N~ c I I ~ i i ~ ~ ~ i N N' N ~r 2~ 0, 00~ ~ ~ I ~ ~ I ~ I i N N~ N ~i h ~l .i ~ ~ ~D Cps
- ~ ' i I 1 F -----i_. 1 i I ~ ~ I i ~ _ I ; I ~ ~ NI Nj ~!!tV~ ~V~ N, t~, N N~ NI
i I ~ - I I 1.;40.00' ~ - J. I I i ~ 509 150 00' ~ - ~ ~ i ~ ~ N N• ~
©-3.0 q , 300.0 © 5.40q I i _ ! , ~ ~ -1--- 250.00
1 I i i j I i - - ~ 400.00' ©+2. ' Oq I - - - _ - _ ! ~ ,i
( 100, Ob' V. C. j i ~ i 'i I ~ 100, 0 V. C~ I I i ~ ~ ~ ! ~-00.00 © -1.009' ; ~ ~ l ~ a
245.00; ~ ~ iK = 6.67 ' P I ~ i ; K = , ~ 50.00 V, C. ~ ~ ,41.67 ~ ~ I I I i ! j ~
, + I = 3 .47 I i 100 d0 V. C; ~ I ' K ~ ?30.30 ' ~
I i i i I, ~ ~ i t 0 ~ ~ ~ i - - 1 ! ~ ~ --i-- - ~ ~ _ _ 245.0
j ~ ; ~ ~ I I I ~ i I i - - ~ - _ - 0
' i ~ ~I i i I. Q I ~ 'q l ~ ~ I ~ (
2 4 i `T- ~ ~ ~ ~ ~ I 0, 00 j i ~ i ---f-- i i i ~ ~ ~ I ! ! I
I i ~ i i i ~ I i i -.'`I~ . i ~i i
O ~ ~ ~ ~ ~ ~ - i
i ~ ~ i O I . I O ~ ! - - - - i . ~ ~ ~ ~ ~ -
~ ~ o I ~ ~ ~ ~N ~ ~ i i ~
235. ~ I I I i , ~ ~ 00; ~ ~ ~ - ~i i i i ~N ~ ! ~ ! ;
-------r -__~___~___I ~ ~ ~ ~ I Q ~ I ~I ~ ~ ~ ~ ( ~ I I i j ~ j ~ I ~0. ~ I i i i ~ ~
I ~ i I i ~ ( I ~ ~ ~ i ~ i ! ~ ~ _ ~ ~ i` I '
; I i I ~ A I ~ I ~ ~ ! ~ ~ , - - _ ' :235.00
i ! I I \ch ~ I i ~ ~ i ~ i i T ~ i ~ ~ i ~ ; j ~ !
230. ~ i ! I " ~ ~ ~ F ~ I i I 00 ~ I ~ I ATURAL GROUND
_ I ~ ~i i _ ~ ~ o I I I i'
~ ~ ~ i ~ I ~ ~ _ 2
I I , O N I - ~N I ~ ~ N.T. ~ N ~ O E. i ~ ~ -t-- ~ -~-~....L-_ ~ 00 - - 1_ i Ay '
I ~ I i ~ ~ i I I i , N c' IN TALL ~ D.l. WATE W i ~ r-- _ - I R A i, ~ ~ -
L ~ I Q ~ ! ~ F 225.00 ~ ~ ~ ~ ~ I Q ~ ~ j I u E FRO' srA, 5f2 I ~ ~ ~ ~ ~ ~ T R E ~ , j ~ , ~ ~ ----r...,
- , _ i ~ i ~ ~ rHROUGH sTA. sf 70 ! i ~ ~ I ...1._ ~ I R v o z'. ~ I
I i ~ ( I i i i i i i i i i ~ ~ , NIM~M -i--' ~ of : r . ! ~ ~
I I I O, O ~ ~ i I I I ~ i i R q1E Wi ___V
o~o~ ~ i i ; ~ i ; I I i , o ; o ~ ~6 i I i
220.001 , i ! ~ i I ' I , I ~qr ~ ~ ~ ~ . L, ~ i Wi ~ i j ~ i ~ ~ j
~ ~ /MU I ` ~ ~ ~ ' ~ ~ I I
~ ~ i ! i C0~ ~ I I I ~ ALL E~MBAN MENT FILL A ~ I i E TEf~ THA 7, I _ ~ I I ~ ! i ~ i ~ ~ W~ ~ ~ 0 I
As I M ASUR Q. Q, ; i D FROM RO DWAY i I ~ ~ , i ! ~ ~ I _ r ~ 2 20.0 J
CENT RtINE TO 1Nl/ERT OR 1 ' ~ ' I ~ I ~I ~ I ALL ST ' i I i O.M i ~ I ~ ~ ~ 1 ~ i I i ~ - _ , - - - ~ ! ! I I Z~ ~ I
r ~ DRAI AGE P1P ~ i E CROSSIN S SH LL IN T ~ I I i i i , ~ ALL 215 , 0 0 ~ I ~ ~ GUARDRAIL o D, o. T P~ ~ i ~ ~
i I s ~c1FlcArioNS oR I - ~ i I I ~ W I i h, ~ I ~ ,
i ~ ~ G ~ FAQ 4~ I i i , - i ! i ~ I I ~ ~ Vi I I
I i ~ I I i ~ ! ' i ,I I ~ i ~ I ~ ~ ~-_-__j--._.__._ - ~ n -r- ~ ' _ - - ~ ! i I _ - _ ~ 2 X10
i i I I _ - _ _ _
I I ~ , ~ i , I , ~ i ~ i I ~ ~ i ~ i 21 c. ~ ~ ~ ~
00 ~ i i i ~ ~ ~ ~ , I ~ ~ r ~j i ~ I ~ ~ i
' ~ I ~ ' I ~ ~ ~ ~ i R. C. S ! ~ { ~ rn ; I ~ I i' 1 I 7 ~ I ~ I r
j I I i i i ! ~ ~ 0.0~
j ~'i I ~ , i I I ~ l I Nj ; i i I O ~ ~ I I i i (0 ' OJ I i G ~ ~ , ! ~ j F ~ -
i ~ ~ I i ~ ~ I i i I I ~ i ~ ~ I O i to O I~ i i i O 1 I i i
~h i ~r ~ 205.00 ~ I ~ ~ i N i I c}' ~ ~ ~i ~ ~ I , i ~ ~ ~ _ I. i i i I N N ~
- N I I N N I 00 - i 1+ 0+00 1 N N 00 2+ I N ~ m' N. r~ ~ cV I ~ m , N ~ i O ~ Oi i '
00 3+ 00 4+ 00 5+00 N~ N i ~ ~ ( ~ N~ I DOS ~ ~I N' _.---~_L____ ~ _ N~ ~ N i N ~ N ~I
6+00 7-~ N 2a5. 00 7+00 8+0 0 9+ 0 L-,---------- 0 10+ 00 - - 71+00 12+0
0 13+00 14+00
SCALES:
1"=50' HOR » s
1 = 5 VER
DALTON ENGINEERI '''==--s-- NG FOR `
~ accnrier~c a n
WA VERL)l POINT SUBDIVISION PHASE TWO 4-'If 11 L EAST MAIN STREET g19 550-4740
?OHNSTON COUNTY, NC P .O. BOX 426 ~919~550-4741 FAX CLAYTON, NC 27520
JOB: 01003 DATE: 4/10/01 REVISION: 001 REVISION 001: ADDRESSED JOHNSTON COUMY U7L/T/ES COMMENTS - 514101
FILE: RCP01001 DRAWN: DBL SHEET: 3 OF 8

___e__
Q BASED ON N. C. D. 0.7: DESIGN STA ~ NDARDS OF UTILIZING 3.1
FILL SLOPES W/TH GUARDRAIL, AN 80' LEN
~ WOULD BE R GTH OF PIPE ~ SQUIRED FOR THE STREAM CROSSING. THE
PIPE CROSSING WOULD DISTUR 1 ~ ~ B 148 OF STREAM BED.
NO INLET PROTEC%ION REQUIRED
J
~I Q f ~ ~ ~ DO
~ i ~ ~0~ i ~ 0 ;
~ ' ~ Ox 3 80'- ' ~ ~ ~ ~ l > so R c.P. s ~ ooq 0
J ~ THE AREA OF R1PARlA WITH HEADWALL ~ ~ ~ ~P N BUFFER WHICH CONTAINS THE PIPE
~ S CROSSING HAS BEEN DENOTED WITH A BOL DA = 269.0 ACRES
~ CONTAINS D LINE. THIS AREA ~ 9, 765 S. F., OR 0.22 ACRES. O 0 ,
f ~ ,
~ 150 ~i > jz ~ w'
~ ~ z ~ ' ~ ,Q i ~ ~ ~
- I i 1 ` AC V I V I ~ ~ I
~ . ` o ~ i W.11
~ i EXIS ~ N ~ T/NG 6„ o ~ ~P p ~ i I ~ ~ Q ~
P~ d l Q. Q C WgTER ~ , P QP ~ - 0
LINE M _ ~ ~ Q ~ ~ . ° 0 ~ ~ ~ , o o, _
~ c 0 3 C R . _ _
~ ~ . d~ , 4 INV, - 212.4 P _ _ - 2 2.40 ~ ~ ~ P ICE _
~ o ~ , ~ s SRO _

o a o d ,
; E
~ ~ ~ - ~ ~ ~ ER SIN
. _ ~ o~ 6 P 6" X 6' Tc,~ R - 450 0 ° -
~ FIRE HYDRANT
I ~ ; INV. ~ - f INV. ~ - 211.60 -
~ ~N f 3' ~N T
ALL ~ ~ I EMBANKMENT FILL GREATER THAN 7 ; ~ 0 E STA 9+9393 = ~ INSTALL STANDARD GUAR 6» X 6" T££
AS MEASURED FROM ROADWAY I F, ORA/L STA 0+00,00 FROM STA 5f35 TO STA 6f55 2-6 GATE t/AL DES
CENTERLINE TO INERT, FOR ALL STORM ~P~ ' B BOTH SIDES
ORAINAG E PIPE CROSSINGS SHALL INSTALL Q - i
GUARDRAIL TO D. 0. T. SPECIFICATIONS OR ~ i 15 0
BE AT 4:1 SLOPE OR FLATTER,
~ ~0 3.• i FILL 3.• i FILL SLOPE
0
J0 ~J

0~
QO 1 Q

~
~P ~ ~ ~i I ~ P O NI O, p~ Oj a,~ p! i _ gUFFFR ~pARIAN
50 R
~ ~ ~ ~ ~ j ~ ~ ~ I ~ i •I j ~ ~ ~ , ~ ~ ~ L E ~ = 50 - J~CA '
250.OOr ~ ~ ~ N N N ~ ~I ~ N N' N ~ ~i ~ ~ ~ o. _ - _
_ i , I I ~ ~ N~ N N ~ I , ~ , I N N N i ~ ~ _ i , , ; ~ , ~ I ~ ~ N ~i ~i o ob' o~' o~ N! `0' ~ N~ ~ N NI N1 "~I ~ oi~
I i i ~ i ~ ~ i N:N` N NI N', ~ N~
I 140.00 ~ -1, 509' ! I i i 150; 00' ~ -3.OQ9 ~ i ~ i, i v c ~ ~ ; ! i ~I ~I
300.0 ~ '5.409 I I i I i ~ __i
i ~ i ~ i 1 V. C. 1 245.00' ~ oo.d v,c i I 40'0.00' ~ f - _ _ 2 5 ~ • 2. ~30q ; _ _ - 1- - _ ~ _ _
6 67 K _ i V ~ ~ - 141.67. 50.00 V. C _ _ ~ } 000.00' ~ -1 - i I
I - - .4 ~ ~ 7 1001 ~0 V, C
~ ~ ~ ~ ~ I i i ~ i ~ I ' K = ;30.30
~ ~ I ~ i' i ~ ~ '
I i ~I ~ ~ ' ~ ~ I ~ - - -45.00 i ~ 4
240.00' ~ I ~ ~ ~ ~ i ~ ~ i' ~ ~ i i` i ~ ~ ~ ~ ~ i ~ ~ ; I ~ ~ ~ ~ -
~ I I i I i I
~ i ~ i ~ O~ I j i I ~ ~ o' i ~ o j
I i i i , I ~ ~ ~ i i ~ o
~ I po ~ I ~ I i I ; j ~ ~ ~ I f I i ~ ~ ~ ~ _ ~ , ~ _ 1 i. - -
235.00 i ~ ~ ~ i ~ I ~ ~
~ i. I ~ I ~ i i ~ Q. i i ~ i ~ ~ I ~
i ~ ~ ~ - ~ i ~ ~ ~ ~ ~ , ~ 1 ~ ~ I~ I ~
~ i i I I AI ~ ~ ~ I j .~~c ~ I ~ ~ ~ I
~ ~ ' ~ i I j I ~ i I ~ I I I i - t ~ ~ - - - 1' I ~ 1 - _
230.001 i ~ ~ ~ I ~ i ~F ~ ~ i i ~ O ~ i , i ~ ~ I ~ ~ ~ L AROUND ' Tl~ A ~ ~ ~ NA
I ''mot'"' I
i o~ ~ i i i
h p~, p ~ ~ ~ ro i Nd TE: ~ i _
I I ~c i i - r n ~ i ~ i ; ~ --fi-- 2 ~ ~
N /N I i TA I i ~ LL D.l. WAT E 225, 00~ , ~ ~ ~ ~ Q~ ~ UEFR T~ I I R ~ - q W _ ~ ~
~ ! ~ ~ ~ ~ ~ ~ ~ J S A: 5-I-2 , ----,-----a- ~ ~ i ~ I I I TH; DUGH STA. ~t70 T ~ ~ ~ ~ N ~ ~
'I ~ ER) f V '0 'I ~ i ~I
j ~ i ~ I I ~ ~ ~ i O O! ! I ~ ~ ~ I O O ! I ~ _ M1N~ ~ ~I ~ ~ i i ~ ~ i
I ~ i ~ \ ~ I i O~ o l i ~ ~ , R ~ ~ i ~ - - E T _ A _ 0 - 225.0
Ol~i ~ ~ ~ ~ ~ ~ ~ i6" , I ~ i D / 220. i I ~ ~ ~ ~ ) lygT R i
c~ O~ _ I j ~3' ~ i i ~ i i NE1 i ~ ~ ~i I i ~ ~ ~ i ~ ~ I ~ ~
M U I I~ - I I I i i ALL ,M - ~ ~ CO!/ BANMN E~ ET ~ FILL EATE~' THA , 7; ~ - , ~ i
QI i ; AS M ASU ~ i E RDF ~ ROM R D v. ~ OWAY I ~ I I ~ i ! ~ i ~
~ I ICENT~RI ~ I ! I i L NE ; TO /Nt/ERT, FOR ALjL STORM ~ ' ~ ~ I i ~ i___' ~ i ~ _ . - i i I ~ i ~I ~ ~ ~ _
DRAT GE PIPE CROSSIN ~ ' ~ ~ I S SHALL 1N~TALL ~ ' ~ I ~ i 21 5.00 i (GUAR RAIL TO 0.0.T SP~C/F/CA~~TIONS IOR ~ ! ~ I I i ~ ~ x'220.00 _ _ ~ I ~ _
~ i j a I ~ ~ ~ W , I
' ~ 4 ~ ~ 1 ~ ~ I I ~ ~ i 1 ~ i I
i j i Wei ~ ~ i ~
~ i ~ ! i i I i _~1-"_I -_C____- n _ - ~ .v0
210. i ~ ~ ~ ~ i ~ ~ i ~ i ~ ! ~ i i 00 - ~
i 1 ~ t----~__-- ' ~ i i ~f i i j ~ ~ I
I I 4 i 1 I , ~ _ 3 6 R. I CP i S I
I i
~i ~ ~ ~ ~ ~ ~ I i r N' i i i i i o i I r i ~ _ ~ -----r---___._ ~~n n ~ ~ I ~ ~ ~ ~ Q~, , - ~ -
205.00 M ~ ! , I ~ r o , ~ ~ I L!~~. U j ~ ~ i ! h I ~ i _
i N ~ ~ ~ , ~ N~ M ~ r ~ i - ~ O
_ i ~ ~i 1-+"OO i N N N I , ~ ~i ~i O+Ol1 N N, 1+00 , N ~ ~i ~ ~ ~I i ~ ~ ~ ~ N cV ~ J N
2+00 ~ N 3+00 4+00 ~ ~ I N I c N NI ~ M j I O; ~ m N i N i Kl ~ ~
5+00 6+00 7+00 N i N'~ - N' 7+00 N fV 8+ 00 N ,
SCALES; 9+00 N 1205.00 10+ 00 _ _ - 11+00 -
_ 12+00 13+ 00 14+00
50 HOR
1" _ 5 VER _
oa~TO NENGINEERING FOR
1//A 1 L
wH vtKL r f-'U/NT SUBDIVISION PHA SE TWO 446 EA ST MAIN STREET
WA V2
?OHNSTON COUNTY, NC P.O. BOX 426 ~991199 ~550-4740
550-4741 FAX CLAYTON, NC 27520
REVISION 001: ADDRESSED ?ONNSTON COUNTY UTUTIES COMMENTS - 514107 JOB: 01003 DATE: 4~10~01 REVISION: 001
FILE: RCP01001 DRAWN: DBL SHEET: 3 OF 8

BASED ON N. C. D, 0. T DESIGN STANDARDS OF UTILIZING. 3.' 1
Q FILL SLOPES WITH GUARDRAIL, AN 80' LENGTH OF PIPE
~ WOULD BE REQUIRED FOR THE STREAM CROSSING. THE NO INLET PROTECTION Rr QUIRED
PIPE CROSSING WOULD DISTURB 148' OF STREAM BED. NO ll
0~
~ ~
~o pp - pp~ (3) 80' 60" R. C.P. 'S ©1.009
~ ~ p" WITH HEADWALL
~ ~ THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE PIPE DA = 269. D ACRES J , ~ P v,
~ ~ ~ CROSSING HAS BEEN DENOTED WITH A BOLD LINE. THIS AREA o
S CONTAINS 9 765 SF. OR 0.22 ACRES ~
0 ~ W eQ'
~ 150' ~ J
i z (C C
~ o ~ J W ~ 1 0 ~v
~ c ~ ~P ~ o Q ~ o ~P ~ h
p . ~ P ~ ~ ~ % ~ P m o ~ 0 0 W
~ ~ ~ ~ o UB p ~ v o~ P
EXiSTi ~ ° p ~ N G 6 p~C ` h WqT ~ . ~ o ~ ~ x x 5 ~ c~
£R LINE Q 9 DRI o Q X ,~P,~P pN
I - 212.40 NV. Q . - 212.40 > 5 ER s AM N o C
~ ' L V ~ 'cP o
U 6 ~ ~ i a ~ E
~ SIN ~ . ' ~VArER ~ pVC 6 X 6 TEE
O n o ~ 6 FIRE HYDRANT o
I ~ I ' ~ ° R = 450'o ASSEMBLY
_ ~ ~
~ INV. - 21 INV. - 211.60
3 STA 9+93,93 =
i NOTE. NOTE. 6" X 6" TEE STA 0+0000
0 INSTAL INSTALL STANDARD GUARDRAIL 2-6" GATE l/AL DES
FROM ALL EMBANKMENT FILL GREATER THAN 7; ~ BOTH FROM STA 5+35 TO STA b+55
AS MEASURED FROM ROADWAY ~ `p~~ BOTH SIDES
CENTERLINE TO /Nl/ERT, FOR ALL STORM Q
DRAINAGE PIPE CROSSINGS SHALL INSTALL i 15O'
GUARDRAIL TO D. 0, T SPECIFICATIONS OR ~ 3:1 FILL SLOPE
P FLATTER. ~ 3:1 FILL SLO BE AT 4;1 SLO E OR ~0
0 J0 ~J

0~
QO
~ Q UFF R
~ IAN B RIPAR 50
~P P SCALE.' ~ =50
~ co ~ ~ ~ ~ ~ ~ ~ O ~ ~ ~ ~ O ~ ~ a ~ Q' ~ ~ o O N N h ~ ~ N ~ ~ ~ h I h h _ ~ _ `D~ ro rn ~ ~ ro rn ~ N ~ ~ ~ N ~ N ~ rn ~ ~
~ ~ ~ ~ ~ ~ ~ a ~ ~ "1 ~ N N N N V N N N N i N N N N N N "1 "1 ~ N; N N N N N
N N; N N N N N N N N N ~ N N N N N ti N N i N N N N N N N N N N N N N, ~ N N
i I, 250.00
250.00
140.00' ~ - .509' 150 00' ~ -3.0 9' 300.0 ' ~ 5, 40q ii soo. oo' ~ -1. ooq 40 .00 ~ +2. Oq
i
I I 100.0 V.C. 100. V, C 50, DO V.C. 100 0 V. C
K = 6.67 K = 41.67 ! _ .47 K 0.30 245.00
245.00 v I ~
~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~
~ i
240.00
240.00
o~ i N i
o0 ~ +N N
~ \ N N ~ N
~ ~ ~
235.00 ~ ~ 235.00 {
I. ~
A~ UND
~q GRO NAT AL
~ ~F~f' i ~ I
I O ~~F 230.00 o i 230.00
O ~ o ~ ~iNj ON NTE~ RA
~ N ~ ~ 'y IN TALL " D, 1. WATE ~ fi. ~ r I
N F~ LI E FR STA 5+2 VER)~ Z . M 0 o
Q ~ Q ~ J TH~DUGH STA. +70 ~ INIM~ ~ I . _ . ~ 225.00 M ~
225.00 ~ ~ W ~ _ AtER ~ i
» Vc 6 P
00 ~.6"~ ~ ~
00 WqT 00 , (~3M~. N ~ i I I _ ~ i ~ ~ i 0.00
o MGM CD ' - - o 22
220.00 ~ ~ ~E
ALL MBAN MENT FILL FATE THA 7; j II II AS M ASUR D FROM RO DWAY J
Q CENT RL/NE TO lN7ER7; OR A L STO M ~ i I
~ ~ DRA/ GE PPE CROSS/N S SH LL IN TALL
GUAR RAIL 0 D. 0. T SP CIFICAT/ONS OR W ~ I 215.00
215.00 i ~
rn
3-6 " R. C.. 'S ,'S 210.00
210.00
Q
~ O I N ~ I~ 00 N
c0 N ~ 00 ~ d' N O ~p ~ O ~ O ~ 00
tf) M ~ 00 M f~ Kj N O I cV O Oi I 00 r N M I ~ N I N N N 205.00
~ N N N N N N N 205.00 N N N N
- 2+00 3+00 4+00 5+00 6+00 7+00 1 +00 0+00 1 +00 +00 10+00 11 +00 12+00 13+00 14+00 7+00 8+00 9
SCALES. >
1 = 50 HOR -
1 " = 5' V E R
~
DALTON ENGINEERING
~ eccnr.ioTF~ p a
FOR , . ~
WA V WA VERL Y POINT SUBDIVISION PHASE TWO 446 EAST MAIN STREET ~919 819)550-4740 P.O. BOX 426 ) 550-4741 FAX
?OHNSTON COUNTY, NC CLAYTON, NC 27520
JOB: 01003 DATE: 4/10/01 REVISION: 001
aEUrsroN 001: aooRessEO ?ovNSroN courvTr ururiES conaMENrs - 514101 FILE: RCP01001 DRAWN: DBL SHEET: 3 OF 8

SNSEO ~,V ;b;~,D.0.7 UL~IG>V SIAND<ihU _ S OF vIIL~~NvG 3.' 1 ~ FILL SLOPES WITH GUARDRAIL '
~ WDU ~ AN 80 LENGTH OF PIPE ~ LD BE REQUIRED FOR THE STREAM CROS
PIPE CRO SING. THE
Q SSING WOULD DISTURB 148' OF STREA ~ M BED.
j~ NO INLET PR~'~'ECTION REQUIRED
I ~ ~i ~
1 ~ 0~ V ( ~ p, i~ i
~l i ~ x~
~ ~ i ~ , ~ (3~ 80'-60" R.C.P. S ~ 1 Op` i
~ P THE AREA OF RIPARIAN BUFFER WHICH WITH HEADWALL i
~ ~ CROSSIN CONTAINS THE PIPE D = ~ S G HAS BEEN DENOTED WITH A BOLD LlN A 269.0 ACRES ~ CONTAIN E THIS AREA v,
0 S 9, 765 S. F,, OR 0.22 ACRES. o i

b l~ ~ ~
' ~ 750 ~ i ~ '
~ o - _ z - ~ ~ . ,Q i ~
J, ~ J ~ ~ 0 ~
i~ ~ ~ ~ 0~ ~
FX N ; IsriNG s ~ o I ~ ~P o ~ ~ Q, i~
5 ,l , ~R LANE ~ QP ~ ~ ' i ~ ~ ~~V O ;r„ ~i _ _
0 0 a ~ ~ f ~ ~ W
R ~ ' ~r O v o~ CR a ~ ~ o ~ ~ ELI r_... V ~ ` ~ K x l _ ~
C ~ INV. - 2 ~ . N ~ i 4 ~ /NV. - 212.40 ¢ ~ ~ l P -cr ~
~ i ~ x P DR a _ _ ~ ON - - ~ Q ~ 5 ~R
i AM . _ i ~ N - - ~ -
a \ _ - o _
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~I ~ ~ ~ prER
~ R - 450 0 ~ FIRE j-r v n DRr?, .
- . - ASS~M~9L Y
IN v INV. _ ~ . 211.60 ~
NOTE.• STA 9+93,93 =
O ALL EMBANKMENT F/LL GREATER THAN 7' INSTALL STANDARI' GUARDR l 6 X 6 TEE STA 0+00,00
AS MEASURED FROM ROADWAY ~ A L 2-6" G FROM STA 5f35 r0 STA 6f55 ATE (/AL I/ES
CENT Q' ERLINE TO lNl/ERT, FOR ALL STORM ~~PP~ BOTH SIDES
DRAINAGE PIP r`------ E CROSSINGS SHALL INSTAL Q
GUARDRAIL TO D, 0. T SPECIFICATIONS OR ~ i ~ 50
BE AT 4:1 SLOPE OR FLATTER.
3~ 1 ~ 3.~ 1 FILL SLOPE
0~
00 0 ~J

~ o
QO
-l Q
_ ~ r-- ~P
~ I ~ P BUFFER ~ p~RIAN
i o~ rol ~ ~ ~i ~I ~o' i 5p R
l ~ I
N' nl nil nl~ ~ "1' ~ o ~ _ .I ~ ~ ~ N; ~ j - - a'' d' l(j~ .i ~Jl~Ji ~I Rl~ ~ ~ ~Dj tp, cfl~~ r
0 ~ N 250.0! ~ ~ I N n, I ~ N, ~ N , , i ~ ~ N N N
L---~------~------- ( ~ j ~ N; Nf ~ N~ ! NI "7I N NI ~b t~ r., N!' ~ ~ 1 ~ i ~ ~ ~ ~ ~ ~ N c
i - 1'40. o o' ~ -1.5oq ~ ~ ~ 150;00' ~ -30~ q ~ ~ ~ i ~ ~ ~ i n; ~ I ~ ~ - I ~ ~ ,
300. D~ Q ~ ~ ~ ; i 5.409' I i i I ~ I ---t------- ~ _ _ `
; '1 Go. 0~ , b' V, ~ ; C. ~ ~ ~ ~ ~ ~ - _ _ _ _ 250.00 ~ _ _ 40(.00 C~ ~-2. i Oq { -
I 2 4 ~ ~ 100, o~o ~ c: ~ 5 ~ ~ i ~K = 66.67 ! ~ > i 1 i ~ i I 900.00 ! ~ -1.OOq ~ ~ ~ I
_ ~ ~ ! K = 141.67 1 { I I '50.00 V.C. 1 ~ - ~ ~ - ~ ' ~ i ~ ~ ,il = .47 I i I 100, 00 V. C;
Q -r---~- - ~ ~ ; _ ~ i K - ,30.30 I
~ ; > ~ I i ~ ! ~ ~ ~ I ~ i I ~ ~ ~ l 1- - - I ~ . - - - ~ ~ ~ 2 4 5.0 0
r I ~ i I I ~ I i ~ ~ ~ I ~ ~ ~ ~ I ~ I - ~
i i 240.00'
~ ~ ~ ! ~ ~ ~ i f i i a i ~ I i ,
i mil` ~ 1~ ; ! o ~ i
i I I I ~ O ~ ~ _ ~ ~ .
~ i ~ ~ ~ I ~ I O D i - - ----t---_ i ~ I N ~ . .
I 235. ~ ~ ~ N i I
N ~ , ~ ~ ~ ' ~ I ~ ~ ~ I t
- ~ ~ t ~
L ~ 6~ I ~ ~ ~ ~ ~ - , _ .235, 00
~ ~ ~ ~ i i ~ I ~ I ~ ~ ~ ~ i I ; ; ~ i ~ i I ~ - ~ I I ~ ~ ~ - i I
2 ~ ~ i 30.0 0! F ND U 0 R G
~ ~ ~ ~ ~ I ~ ~ ~ o ; ~ ~ ~ ~ \~F i I I i ' o ~ i AL lJR T NA 1 i ~ i { I
1 _ i - ~ ~ ~ i I ~ j I
o - I
~ ~ i ~ ~ ~ i ~ NT I - - _ - ' n I , - - _ a _ _ ~ 2 3 0.0 ~ ~ ~ pWA i _ _
N ; I i ~ ~ c IN'TA ~ i ~ LL DJ. WA T E ~ ; ; i L Q 225.00 ~ ~ F ~ ~ i
; i ~ ~ ~ ~J ~ ~ U~'E FR STA. 5f2~ ~ - ~ ~ I i i I i
~ _ - ~ ~ j A ~ TH OUGH STA. 6f70 ~ s' - ~ ----I- ; - 0 ~i i ~ ~ j UM I ~ .
I ~ ' I ~ , 1~1M o; ~ ~ --.i .
i ; i o o ~ I i ~ I ~ I I WATER w ~ - - - - - - f _ ~ _ v _
o o ; ~ ~ j ~ ~ I n' ~ ~ D. VC ~ ~ i I ~ ~ P, ' `i I ~ ~ 1
220.0 ~I ~ ~ , ~ ! w ; ~ qT~ ' R (,3 ~ ~ LlN , -_a, Q:-------:__ M E" j I 1 I I I ~
- - ; ~ ~N ~ i M - ~ - ~ ~ A ~ ~ CODE ~ i
7 , , LL ~aMBANKMENT FILL uREATEh~ THAN ~ ' - ~ ~ ~ I ~ Q Q~ AS M~ASUR~D FROM ROADWAY ! i I i , ~ I ' I ~O~ ~ ~ ~ I _ . _ I ~ ~ ; ~
~ I i ~ ~ ~i i I CENT~RUNE; TO lNI/ERT, OR A I L STO I ~ i i i ~ ,
~ M j ;DRAINAGE PIPE CROSSIN ~ S SH LL IN TALL ~ ~ ~ ~ ~ I ~ ~ F i ~ i ~i ~ ~
215.00,, ; ~ ~ , , ;GUARDRAIL ~0 D, 0.7; SP ClFI ~ CATIONS OR I ~ i I i ~ i i ~ ~ ~ , i I t
~ --._BE g ~ , ~ ~ , ~ i ~1~LQr~~1R Fi A rrF~- ~ ~ ~ ~ ~ ~ i ~ i j i ~ I ~ ~ Z'~~ ! ~
i ~ ~ -r-----r--- - ~ i ; i ~ i ; i I I ~ f ~ ~ ~ i ~ ~
i~ i I ~ ; ~ I i ' ~ i , ~ ~ I 2 -t---------- "1 , . _ _ _ ~ - _ ~ 00
i ~ i i i i ~ I ~ . _ ~ _ ~ ~ ! ~'I
210.00 i ~ ~ ~ i ~ ~i ~ ~
~ - ~ ~ i ~ ~ ~ ~ » , i ~ ~ ~i
- ~ ~ ~ j 3-6d R.C,,~. S i ~ --1--- _r ~ ---_l- i R.C~ S - i ~ ~ i - i-~'--~--- ~ - _ _ ~ ~I ~ j ~
N,~ P ~ 210.00 i ~ _ _ _ i _ _ i _
o i I ~ I ~ ~ ~ ~ ~ i op ~ ~i M f ~ i ~ -
205.00' ~ ~ _ o ~ ~ ~ i
" N' ~ ~ I ~t I ~ ~ ~ ~ ~ rj ~ , ~ ~t 1 ~ ~ oo ~ - - - ~ ~ NI ~ I ~I rrj~ i i I _ I N N , I I +0 - i - N r V -___i ~ I O~ 2 ~ ~ ~j ~ ~ ~ ~j ~ Ni
0+ 00 ~ N ~ N 1+00 N ~ N 2+00 N ~ ~ ~ 1 d pj; N ~ N N ~i ~ ~ ~ I N,, a0( ~ ~
3+00 4+00 5+00 6+00 - ~ i N I N ' N
7+( 7 ~ ~ _ L---- ~ N'.205.00 0 9+00 10+00 11+00 ~ 1~+00 13+00 14
SCALES: +00
_ , 50 HOR
1 _ ~ ~ 5 VER

DALTON ENGINEERING
FOR & ASSOCIATES P.A.
w, WA VERL)l POINT SUBDIVISION PHASE TWO 446 EAST MAIN STREET g19 550-4740
P.O. BOX 426 ~919~550-4741 FAX
?OHNSrON COUNTY, NC CLAYTON. NC 27520
JOB: 01003 DATE: 4/10/01 REVISION: 001
REVISION 001: aoDRcssEO ?oHrvsroro couNrr uruTiES COMMENTS - 514107 FILE: RCP01001 DRAWN: DBE SHEET: 3 OF 8

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s,~ea+~~ ~ 50' M/NlMUM 50' R W
/ ~ / V1d / ~ ANGLE ROAD - r ,
SR 1529 I ~ SEEDING SPECS.
~ 'G~, a°"'' , ° 4r~q / ~ 1 4" PER. f7 1/4' PER. f7: 1 P f7 ~A~ T R 1'p Fl~ 4, ~ qt1 SEEDING MIX U E
~ 4SQ ` ~ .1 MAX a.
Q ~ r~ nom. / SPECIES TALL FESCUE RATE (LB/ACRE)
~ PAGE RQAD - SR 152 ~ r a• a ~ ~ ~ t1M M.a,rt SERICEA LESPEDEZA 106 T C n` KOBE LESPEDEZA 30
.2 U7 " t prra+ .f>7tx`t h O .U ~ r 7T~e, 5Mu SfiA.paw1~W..A.n ~ TYPICAL SIRE / J !4 PENSACOLA BAHIAGRASS 10
cn ~ svM*r ~ ) U~ NrS 5D SEEDING NOTES
T tJ a,nl ;,1~ 1+?S 2 o SITE ~ 1 ya u„ue~, I - d ~ 2'-,~° alA. 1. FTER SEPTEMBER 1 USE UNSCARIFIED SERICEA SEED 2. WHERE A NEAT APPEARENCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
~ ~ ~ aiVO'I"~b ~ a•~+ , COARSE AGGREGATE y U" rw`~"'" ~ 6" MIN DEPTH t7 nl~hndw I 1 ~,y.... LB ACRE. 3. OV R-SEED 50 l6/ACRE OF TALL FESCUE EACH FAIL, UNTIL WELL ESTABLISHED.
- cs Q ~4 ~ . ,.a. ~ ,...~4xf.~~. NURSE PLANTS
X rl~l ~ Fi1M IWrk ZONE ! 70NE? BETWEEN APRIL 15 AND AUGUST 1R~AFTERIA000STCRS,GADDA40MB~ACRE RYE (GRAAN)~ 10NE 2 ZONE ~ STREAM FORESTED FOREST SUNOANGRASS. PRIOR TO MAY 1 0
r ucT~o ENT ANCE CONS R FOREST FORESTED BED & DENSE & DENSE CROUNQ FALL IS BEST FOR TALL fEgCUE ANDEEDEOWALLEFESOUELeSPVERYAEFF~CTIVEEEUSEG OF
NTS GROUND KOBE LESPEDEZAS OVER THE FALL S
COVER COVER UNHULLED BERMUDAGRASS SEED IN FAIL.
20' JO' 30 20 APPLY M~M~ ANDT FERTILIZER ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND 1,D00 l6/ACRE 10-10-10 FERTILIZER.
NT MULCH
~ICINIT~" MAp ~ M R©CK DA APPLY' 4,000 LB~ACRE GRAIN SULCH BY TAOCKINGEWTH ASPHALT, ROVINGRORUINEiBTNG. MULCHING MATERIAL. ANCHOR M
NTS NETTING IS THE PREFERRED ANCHORING fJEfHOD ON STEEP SLOPES.
LEOEND As pI~E WAVERLY POINT PF{ ~ MAINTENANCE REFERTILIZE IN THE SECONp YEAR UNLESSNOT NECESSARY~LRESEOED~FERTILIZE ANDMOWED
D SEDIMENT TRAP cEVEr. sPREU~R MULCHODAMAGED AREAS IMMEDAOEW~~G 15
~ sae
DIVERSION DITCH u~a~ REAOER SEEpBED PREPARATION
ION ~ w~ r, sr DUFLET PROTECT J _ ~o• R.Qp ~ ~ 1N . ?69.0 AG9ES \
STRUCTION ~'NTRANCE CON ~ R NOFF 8Y CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL SHffF -FLOW CONDITIONS IF PRESENT.
- IN CHANNEL RIPRAP L E4 ~„r--- RIP THE ENTIRE ARE/i TO A 6 INCH DEPTH.
REMOVE ALL LOOSE kOCK, R007S AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM
EL SPREADER o LEA/ ~P4 1 a 9 10 ~ ~ 5 APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH 11 12
IMENT ~"ENCE 3 4 6 6 7 11 12 SED J~ ~ r~ SOIL. CONTINUE TlLLACE UNTIL WELL- PULVERIZED, RRM, REASONABLY UNIFORM SEEDBED IS
® o ~ ROCK DAM o PREPARED, 4 TO 6 INCHES DEE .
_ , r ~ 2 SEED ON A FRESHLt' PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EOWPMENT OR CULTIPACK AFTER SEEDING.
1`V(~~i ~~~~~.~R~I it l"()~r i,t1~~~11~UC l1~i11 N. - ECT/ON OF RIPARIAN BUFFER MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
52 A. TYPICAL CROSS S NrS INSPECT ALL AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
rRwv PLANTING SEASON, IF POSSIBAL LIME TFERTILIZ~RL~NDESEEDINGORAT~S ACED, RE- c ESTABLISH FOLLOWING ORIGI ,
V CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
b• 2~ 2~ 22 21 20 19 3D 51 28 2~ 24 23 10 ~ 9 18 ~ 7 PERMANENT COVER IS ESTABLISHED.
0 CONSTRUCTION SEQUENCE
5p TYPICAL RIP RAP CHANNEL i 1HE DONTRACTOR SHALL INSTALL THE SEDIMENT TRAPS, CHANNELS, ETC. AS SOON AS
PRACTICABLE.
~n g 9 d W E1ffCTIVE EROSION CONTROL MEASURES SHARLL BHEERNIOTp~E~OTIONISiHAOT w~lL DISTURB fi''--`~I Ccl~tMENCEMENI OF GRADING, EXCAVATION 0 0
60" PIPE + ~ ~ 4~ ---r-- ~ 2~ ~ THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE - - Ci~NTRACTOR'S REFERENCE. THE DETERMINATION OF WHICH DETAIL 15 APPtICABLE A5 THE
T . • 30 _ _ . 3 ouTLE 6a PIPE + _ o 48 WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGIN I~I~I~I A i TED AS SOON AS POSSIBLE TO MINIMIZE
PIPE DIA. (Dp 3 - At1 DITCHES, CHANNELS, ETC. SHALL BE ST BLZ 208 R FABRIC OR EROSION CONTROL REQUIREMENTS.
" PIPE ° ~1 so OPEN SPACE FILTE .E THE PIPE IN 7HE STREAM SHALL BE tNSTALIED AS FOLLOWS: INSTALL DOWNSTREAM CHECK GRAVEL BEDDING DAM/WEIR, INSTALL UPSTREAM COFFER DAM, INSTALL PIPE, REMOVE COFFER DAM, REMOVE
it 47 6.675 AC ~ 32 k DAM/WEIR AND TIE INTO THE RIPRAP DISSIpATOR
46 196 TRAPEZOIDAL TNt, CONTRACTOR SHALL TAKR W TER~COURSES DUECTOTITHE CONSTRUCTION OFTTHISOF ADJACENT STREAMS OR OTHE
3~ wPE r? PROJECT.
TAKE ~.VA MARIE L' O 12' R.GP. I a Al • J7,f ACRES C B TNf CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A 0000 WORKING S1ATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE
45 6 r 0 TH CHANNEL LINER EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO CHANNEL BOTTOM WIDTH SIDE SLOPE DEP STREAM SILTATION.
L o A 4 riew ~ g' 3:1 1.9' 12" RUCK RIPRAP THE CONTRACTOR IS REFERED TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION Of ADDITIONAL EROSION CONTROL MEASURES TO BE APPLIED.
44 ~ o _ r~ i i
~i ~ ~ 35 ,~~or~s~
RIPRAP-LINED CHANNEL DET~I/L THRU 5JA ARE NOT BUILDABLE LOTS BUT MAYBE DEEDED '
~ ~3 NrS LOTS 40A AS DESIRED BY THE OE~fLOPER.
i 36 THE LEVEL SPREADERS SHALL BE LOCATED OUTSJDE THE RIPARIAN TlON.
L 3b D50 A p W DMAX APRON 42 BUFFER AREA AND SHA1L REMAIN AFTER COMPLETION OF CONSTRUC
PIPE Q FT, INCHES) THICKNESS A. CFS (INCHES) (FT.) ( ) ( ) ( 31 B REFER TO NCDENR, DIVISION OF WATER DUALITY GUIDANCE MANUAL FOR
PIPE DI ( ) ckwNEi ! „ R1PRU' r~vEO ckw~ 37 PROTECTING AND MAINTAINING RIPARIAN AREAS.
0" 54' 31' 75' 30" 45 ~ 4 1 3-60" 686 2 32B 5, POS1
Jo~ ~ EASprExr 41
our 38 338 2 4
2 1 0o cu FT Ac FILTER FABRIC
40 w ° 348 B / ~ ~ ~ STEEL "T" POST OR
~ FILL ~ COMPACTED W 39 ~ ~ ° Z 4" DIA. CRESOATED ro ~ PST 0
~Q _ Z FLO ~ 35B ~ - ~ ~ C ~i~ ~ ~ ~
A - - 45 nAP r, o a° I ~ FILTER 14" MIN. N u
o ~ ~ I 1 ' ~ sP ~ FILTER FABRIC FABRIC ~ O
3 St~E A" X-SECTLON U d O
O OUTLET 6 q,q,B ~i HOG 8" MIN.
~v P/PE 0lA. WIRE FILTER
` V DESIGNED SETTLED FABRIC TOP OVERFlII 6"
I FOR SETTLEMENT FENCE TO BE PLACED V-TRENCH
`A SION DITCH 43~ DIVER AS NOTED AT THE EXTREME LIMIT MIN. 8" BACKFILL 4"x4" HOG WIRE
NTS APRON MIN. T BE W LAYER OF GRAVEL TO BE PLACED OF THE AREA 0 ~
D L 3D W DMAX THICKNESS STONE THICKNESS / PIPE Q 50 A p CLASS REQD.~ EMERGENCY BY-PASS CLEARED BETWEEN POST 2.1 SIDE
s Fr. FT.) (FT ~ (INCHES) (cALC.) bIA. (CFS) (INCHE) ( ) ( PIPE g 23" ~ OPEN SPACE SLOPE MAx, 6" BELOW SETTLED AND FILTER FABRIC TOP OF DAM
1:1 SIDE SLOPE MAX. NATURAL GROUND SEDIMENT FENCE
4 10" 2$' 10.5' 31.5' 15" 23 2 42' 95 14.098 AC CROSS SECTION / Nrs
YM,u9tf FlLTER FAl1RIC 3' MIN.
ROTC T/ oN AN7fRNi _
L ET P SIAPifO IN our PUCE 6. w,N ~i~~ =m~
NTS d ~ SD ~ R~ IEt'fi GP ~ i ~ 9CfipgR SEDIMENT TRAP ;~;O7RE~ERtiw~~~~
Of SPRfADFR ~ - , F~ I _ R Nrs
8UR ~ 6• N!N
/
l SEDIMENT TRAP MINIMUM REQUIREMENTS AND
vECfTA7E0 y y y DISTURBED DRAINAGE VOL. REQ. DESIGN SURFACE SIZE ACTUAL WEIR
ONERSbN . . y' rRAN51l10N TRAP AREA AREA C,F,) CFS AREA (D-W-L) SIZE LENGTH
ro o cR~of y AC. AC.) ( ( ) ( FOR
• y ~V •Y 45D 1.1 162 3.5'-9'-18' 567 4' 1 0.25 0.38
• `y y W W ' y y W W
y • y y y y .Y W ' -18' -36' MC 3.5 2,268 12 HNSTOM CCUM~; 052 13.0 648 T~WMSH~P, 2 1.14 5.96 2, CLEVELAND
y y y J, y y / .y W W ~ 3lAB1L.tii
SU84E y y W W W SLOPE UNO15rUR6fO y y w y y y y y ounEr 1 y y y w 44 .72 792 2.0 242 3.5'-1 t'-22' 847 4' 3 0, 0
y y y •Y `y l..
y ~ y y W y W ~ y y W y y
.._...i• Mu ,,,e .r.;n. nl rutt~o oc~wUd to !M y. ~L y y y y y y a 1 ~ft a F,7 2.484 I 10.9 722 3.5'-19'-38' 2,527 12' ~
OirKUon col lbr and owe Ur, Probctlw mukh. y y y, y y V JY `Y
W y J' `Y y IV y y `Y y 0.7 9B 3.5'-7'-14' 343 4' ENGINEERING
y y y y y y Rol
200 0 200 400 600 & ASSOCIATES, P.A. 3.5'-7 -14 343 4' SSI
MINIMUM DIMENSIONS 0.15 0.24 270 0.7 98 ~q% 6 ~ 446 EAST MAIN STREET g 1 g 550-4740
is--w;nbh t ann ch 12 -inch DESIGN FLOW rNTRANCE END Boom o MCA- r SEAL 12'-24' 1,0 oB 6' s 16282 P.O. BOX 426 919 550-4741 FAX
Jan CFS) WIDTH DEPTH WIDTH LENGTH 1> > wyo by ancha~np SIZE ~ .44 owibapnp 3.4 28B 7 0.50 1.43 900 CLAYTON, NC 27520
/ GIN EB
TEMPORARY -LINER "A" 0-10 10' 0.5' 3' 10' Scale 1 00 10-20 16' 0.6' 3' 20' NrS T DATE. 2/12/01 REVISION: 002 Dad
• 01003 JOB.
NOTE. DIVERSIONS LABELED AND H SHALL ADDRESSED STORMWATER COMMENTS - 3/15/01 REVISION oat N: DBE SHEET: 1 OF 1 ~ FILE. DRAW
REQ(/JRE A rEMPORARY STRAW WITH NET LINER. R LEVEL SPREADS 1: ADDRESSED NCDENR COMMENTS - 312101 RECISION 00
/V Ts