20050823 Ver 1_COMPLETE FILE_20090101

05082
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS PERMITTING PROGRAM
FOR THE 401 WATER QUALITY CERTIFICATION,
ISOLATED WETLAND PERMITTING
OR STREAM ORIGIN DETERMINATION PROGRAMS
February 25, 2004
Version 2
Applicant Name: JDG Investments, Inc._
F,
Applicant Address: Post Office Box 595
Selma. NC 27576
Applicant's phone number: 919 934-0118 Fax number: [phone]
Applicant's email address: dondeuce222 a vahoo.com
Consultant Name (if applicable): Lee R. Hines, Jr., PE (Richie)
Consultant address (if applicable): 201 Glen Road
Gamer NC 27529
Consultant's phone number. [phone] Fax number: 919 773-0148
Consultant's email address: rhines'a southwnd.com
Type of action requested under the Express Review Program (check all that apply):
? 401 Water Quality Certification p k R ow
D
D
? Isolated Wetland Permit
? Riparian Buffer Approval MAY 1 2 2005
X Stream Origin Determination DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
1 # of Determinations Requested
Name of Project: The Bluffs at Soud*rt
Property size (acres) 90.7 acres County: Johnston
Nearest named stream (from USGS topo map): Mill Branch
Please provide a brief description of this project (attach site plan if available):
The Bluffs at Southfort is a proposed residential subdivision of 871Qts and approximately 8.762 linear feet
of street. It is located in the Cleveland Township of Johnston County. NC.
Please attach a map of site location using USGS 1:24,000 map and county soil survey.
1
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Location of project site - please include reference to the county, nearest name town and highway number:
The site is located in an existing subdivision in Johnston County off of SR 1010 (Cleveland School Road)
approximately 1.0 mile south of the intersection with NC 42. It is located in the "Cleveland" or "Old Drug_
Store" area of Johnston County.
Proposed impacts: <0.10
150
Acres of wetlands
Acres of isolated wetlands
Linear feet of streams
Linear feet of isolated streams
< 1,000 Square feet of protected stream buffers
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so,
please list which ones. Salisbury (Catawba College), June 2004
Which other environmental permits will be needed for this project? Please list them below:
Sediment and Erosion Control Permit, Stormwater Management Plan (Johnston County)
Does this project require approval under the State Environmental Policy Act or National Environmental
Policy Act? No
Does this project require approval of a Variance from the NC Environmental Management Commission"
No
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
No
This form must be submitted via email (c% 401express ,ncmail.net), fax [phone]) or hand-delivered
(Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27604) within the first three (3) working days of the
month for the first three months of the Express Review Program (until January 1, 2004). Application
procedures after that time will be provided at a later date. Applicants who are selected to participate in the
Express Review Program will be notified via email or fax with one additional working day. Successful
applicants will then be instructed regarding detailed procedures for full application. Unsuccessful applicants
will be queried to determine if they want to be in the following month's selection process or whether they
want to follow the normal application process.
Please contact John Dorney at 919-733-9646 if you have any questions regarding this form.
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Q?Q? WATFi9OG Michael F. Easley, Governor
7 William G. Ross Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
919-733-0203
919-733-6893
Fax To: JDG Investments, Inc.
Richie Hines
Subject: The Bluffs at Southfort
Number of pages including cover sheet: 5
Notes or special instructions:
Fax #: [phone]
919-773-0148
Date: 5/20/05
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
None Carolina
401 Oversight/ Express Review Permitting Unit Naturally
1650 Mal Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn:/fli2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 500% Recycled/10% Post Consumer Paper
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 20, 2005
JDG Investments, Inc.
PO Box 595
Selma, NC 27576
Subject Property:
The Bluffs @ Southfort
UT to Mill Branch
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP# 05-0823
Johnston County
On-Site Determination for Applicability to the Neuse River Riparian Area Protection Rules
(15A NCAC 2B.0233)-EXPRESS REVIEW PROGRAM
Dear Sir or Madam:
On May 19, 2005, at your request I conducted an on-site'determination to review one feature
located on the subject property for applicability to the Neu. a Buffer Rules (15A NCAC 2B
.0233). The feature is labeled as "1" on the attached maps initialed by me on May 20, 2005.
The Division of Water Quality (DWQ) has determined that the feature labeled as "1" on
the attached maps is subject to the Neuse Buffer Rule, the origin of this feature has been
delineated and identified in the field with blue flagging. This steam feature and its associated
buffers should be identified on any future plans for this property. The owner (or future owners)
should notify the DWQ (and other relevant agencies) of this decision in any future
correspondences concerning this property. This on-site determination shall expire five (5) years
from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated
Local Authority that a surface water exists and that it is subject to the buffer rule may request a
determination by the Director. A request for a determination by the Director shall be referred to
the Director in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd.,
Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated
Local Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatoryhearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party
(including downstream and adjacent landowners) is notified of this decision. DWQ recommends
that the applicant conduct this notification in order to be certain that third party appeals are made
in a timely manner. 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, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you
ask for a hearing within 60 days.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: htto://h2o.enr.state.nc.us/ncwetlands
None Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
JDG Investments, Inc.
Page 2 of 2
5/20/05
This letter only addresses the applicability to the buffer rules and does not approve any activity
within the buffers. Nor does this letter approve any activity within Waters of the United States
or Waters of the State. If you have any additional questions or require additional information
please call Deborah Edwards at [phone].
Sincerely,
6 `" f Alan W. Klimek, P.E.
AWK/dae
Attachments: Johnston County Soil Survey map
USGS Edmondson Quad map
cc: DWQ Raleigh Regional Office
File Copy
Central Files
Richie Hines, Jr., PE-Southwind Surveying, 201 Glen Road, Garner, NC 27529
Filename 050823TheBluffs(Johnston)EXP+origin
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O OF W ATF9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O `C Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: JDG Investments, Inc. Fax #: [phone]
Richie Hines 919-773-0148
Subject: The Bluffs at Southfort Date: 5/12/05
Number of pages including cover sheet: 2
Notes or special instructions:
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
Richie,
Please make sure that vou have been to the site and have evaluated the features on the map before I
make a site visit.
Thank you,
Debbie
No ehCarolina
401 Oversight/ Express Review Permitting Unit aura in
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
O? W AT F9pG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p -? Alan W. Klimek, P.E. Director
Division of Water Quality
May 12, 2005
EXPRESS REVIEW ACCEPTANCE LETTER
JDG Investments, Inc.
PO Box 595
Selma, NC 27576
Fax #: [phone]
Subject Property: The Bluffs at Southfort
On May 12, 2005, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email request
from Lee R. Hines, Jr. regarding a stream origin call for a project known as "The Bluffs at Southfort" for
acceptance into the Express Review Program. This letter advises you that your project will be accepted
into the Express Review Program once the following items are received 1) a fee of $200.00 made payable
to the North Carolina Division of Water Quality, 2) four complete and collated copies of the most recent
versions of the NRCS Soil Survey map and the 1:24,000 USGS Topographic map for the site, both with
the property boundaries located, and 3) a vicinity map clearly marking the location of the site. Thank you
for your attention to this matter.
Please keep in mind that the clock for this project will not start until receipt of the completed application
package and required fee are received.
If you have any questions or wish to discuss these matters further please do not hesitate to call Cyndi
Karoly at 919-733-9721 or Deborah Edwards at 919-733-9502.
Sincerely,
Alan W. Klimek, P.E.
CBK/dae
cc: DWQ Raleigh Regional Office
File copy
Central Files
Lee R. Hines, Jr., PE-201 Glen Road, Garner NC 27529
NpfthCarolina
ll?llCQ ?lf
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycledll0% Post Consumer Paper
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f w EET INDE
1. OVERALL LAYOUT
2. EROSION CONTROL PLAN (PHASE II)
3. UTILITY PLAN (PHASE II)
4. STREET "A" PLAN AND PROFILE
I 5. STREET "B" PLAN AND PROFILE 3 6. STREET "C" PLAN AND PROFILE
2
~ 0-1. DETAILS 4 D-2. WATERLINE DETAILS
4
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OWNER:
RAPHIC SCALE G JDG INVESTMENTS
~ P.O. BOX 595
o SELMA, NC 27576
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22933 ~ CHECKED ENGINEERING, INC. 919-773-0183 OF:
< GARNER, N.C. 27529 <~..~t,G d,~F~:;.• 11-17-OS pg" LRH 919-773-0148 (FAX)
DATE of In^ \ ENC.
h i i11` REY.ND DESCRIPnONS DAZE s"
REVISIONS

= _ ~ ' ~ ~ vi TABLE OF IMPACTS- - - - _
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~ LENGTH = 335.00 PVI ELEV = 257.00 (A W R
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CONSTRUCTION SEQUENCE FOR STREAK CROSSING + i y°I" I U
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BED TO REDEVELOP. I - g0 U ~
3. T P ~ INS ALL DISSIPATOR AD v aQ 4. DIVERT TREAM FLOW INTO THE FIRST CULVERT WITH SANDBAGS. THE S = = 0 ~P ' - p i
5. INSTALL THE SECOND CULVERT AS IN NOTE 2. _ d a G R
' REMOVE THE SANDBAG DIVERSION TO ALLOW THE STREAM TO 240 - ! I I I - ~ I P + 240 V 4 I
FLOW THROUGH BOTH CULVERTS. Wq ~R, ~ I ~R ~ UlyF I
6. PLACE ROADWAY FILL OVER CULVERTS AND INSTALL SILT FENCE ALONG i I I I
THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT RUNOFF INTO I I ~ I
SEDIMENT TRAPS TO CONTAIN SEDIMENT. i ' 7. GRADE ROADWAY. _ ~ - _
8. STABILIZE ROADWAY FILL SLOPES AS SOON AS POSSIBLE.
i i ~ i
I I ~
EX STING GRAD ! ~
~ I I
230 ~ - - 230
' W/ AD ALL EACH HND I I
AT 1.5 SLOPE I ~ ; i
I ~ I USE ROA WAY STAND RD DRAWIN 838.22 I I I ~ i I ~
~ I.
______--a-.-----------__~ ~ -1---
I ~ I ~ I ~
I ~ BURY INVER S ONE F00 I ~ i I ~
BELOW STRE BED FOR i LOW FLOW SSAGE OF I I
' I ~ I WATER AND AQUATIC OF . i ~ ~ i I ~ i I
~ __._--__-t.._.-----__-- ~ _.~_.M.. 220 t i 220
~ - ~ ~ i
' I AQUATIC LIFE PASSAGE TH OUGH CUL RTS I ~
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NN NIN NN NN NN NN NIN NN NN NN NN NN NN ~ i ~ ~ ~
7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
» »
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s 2w CHECKED ~rtn " SUKVLTINU ANU 201 GLEN ROAD U C JU U I h r L J I h C U K I rLH IV I H I I V IV I K L L I t I A DWG FILE # VERTICAL
r.:v ENGINEERING' INC. GARNER, N.C. 27529 1"=5'
i~+ti lr tY il.':CrF'6 • 1 ADDED WETLANDS INFORfdAT10N 1-03-06 . . 3 I D O PROs ENC. LRH 919-773-0183 3 DAM 919-773-0148 (FAX) OF: 6
REV.NO. DESCRIPTIONS GATE f1 t REVISIONS .7 URVEYING NG N AND DEVELOPM T

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~Y y y y / / I ~ ~
y y / \ 1
V 1 I ~
r _ - _ -
auac OItl1E 30' R~
~ ~ .
/ -B~ PG` G' , ~

SHEET INDEX:
1. OVERALL LAYOUT
2, EROSION CONTROL PLAN (PHASE II)
3. UTILITY PLAN (PHASE II)
4. STREET "A" PLAN AND PROFLE
5. STREET "8" PLAN AND PROFILE
6. STREET "C" PLAN AND PROFLE
D-1. DETAILS D-2. WATERLINE DETAILS
GRAPHIC SCALE
a ~ OWNER:
JDG INVESTMENTS
P.O. BOX 595
tMF'~') SELMA, NC 27576
' 1 inch ~ 150 tk
,~~~~UUuU?+U~` SCALE SHEET N0.
~ FARO ''r., DESlf~dm FEJ ~i DATE: NOV. 2005 A ,
' DBR ~ ' Q~ s ~ ow?w~ HORIZONT L.
SEAL : = ~l' SW PROD. 05-0051 1 „=150'
r i i r n n -r n i A I. I T A T I r1 \ I .
i h r v rc i r LAIN i H i i v iv ~ I DWG FILE , vj ~
. Z;dw ; •w I`' ww•y It CHECKED arch SUKVtYING ANU 201 GLEN ROAD Uf JVV I I"r Vr ENGINEERING, INC. GARNER, N.C. 27529
y'~!I'lGy' 11-17-OS LRH 919-773-0183 '•F l+` PR"
j Doh 919-773-0148 FAX REVAO. DESCMPnoN$ DALE l"/ h~, 11+1 l191iflll U OF: 6
REVISIONS URVEYING/ENGINEERINGA.AND DEVELOPMENT

f - ----s r- _T - . ~ _
i
_ - ~ ~ - ~ ~ aF P~c.TS- - _ - TABLE
- - - - - - ~ I ~ ~ _ _ _ - _ I SIB AN _._STR€-A~I f BUFFER AC \
_ - - I - _ ~ ~ 1 /0.17. r---- 'f•48 0.23
. 78
~ I ~ / / / ~ - - - - X240 • " ~ _ - - ~ d G
\ DP-1 TENDS A ~OSS E I eA' ~ a z ~ ~ y~ i -
\ CHANNEL FROfrI T TO TOP m / ~ / \ a w'I ~ ~ ~ ~ ~ ~ / ~ \
_ ~ OF CHANNEL BAN FORA a a 2 , / / I /
~ I DP 1 1 I ~ ~ a a / 1 ~ ~ g
~ ~ a ~ / ' ~ ~ ~ ~ 2 080 kF ~ ' R / ~ _ , 1..-- - ~ ~-~b~°
~ a WI H W D ' r 131 ' . ~ ~
~ ~ a ~ _ SEDIMENT TRAP DIMENSIONS DA= .7 AC. ~ . _ • V ~ ~
' ' ~ ..--350-' N ST WIDTH LENGTH DEPTH WEIR ~ ~ Ls 3 j / / ~ / i -4 / STREET B' STA. ~ ~
5 14' 28 2 4 ST-a STR W W/ ~ - HIPh~ ° N1PH-P91NT -
N ~ ~ TYP 2 4 i / ( ) 6 16.5 33 ~ ~ ,~4W W NETTING
_ `STRAW W NETTING ~ ` I _ f
7 13' 26' 2' 4' - - = _ - - i ~ ' - ~ ~ + ~a+ao 13+00 14+00 _ I
8 9' 18' 2.5' 4 76 ~ ~ ~ i , ~ \ , ;
9 32.5 65 2 ~ r ~ ~ r i
W - ~ T ~ - ~ ~ %
- LEVEL SPREADER DIMENSIONS ST-5 j , ~ _ AW W/ ~ G l ~ 1 i , _ - - - 3`T~Aw I J
DEPTH S -s LS ENT. WIDTH END WIDTH LENGTH ~ ~ ~ ~
3 10 0.5 ~ /r a ' 1 10 r a / AINAGE W 10 x 0 SIGHT ARROW I ~ ~ ~
i ~ ~ LS-1 ~ r a a a 2 3 10 0.5 ~ it N 2 TRI (TYP) ~ t ) I t ~ - ~
3 10 3 10 0.5 ~ r a ~ , 75 / ~
\ 3' 10' 0.5' i r i a a - r ~ ~ 4 10 / r / a a ~ ~ ~
$ r ~ ~ 8 ~ \ a / AT E 9 ~ 10 11 l ~ ; \ ~ / / 11 ~ -
i a a a I ATOR PAD DIMENSIONS ~ ~ E Fl E DISS P ~ ~ FFSI TES ~ , ~ i i /
~ ( , ~ 74 i ~ %
DP# WIDTH AT WIDTH AT LENGTH D50 DEPTH ~ \ / ~ I ~ END OF PIPE END OF PAD ~ ~ / ~ y ~ % ~ 1
i ~ - ! ~ ~ / ~ / ~ ~ ~ / ,
1 N A N A 60 1.5 2.0 ~ / ' ~ ~ r r l c l 1 i I ~ ~ I ~ ~ ~ % ~ , I ~
i I ~ ~ i ~ ~
OUTLET DITCH DIMENSIONS ~ ' ~ ~ , I , ( I t ~ ~ I 1 It I ~ ~ r , ao
~ DITCH LENGTH SLOPE LINING # » » ~M N~
1 1100' 2.0~ STRAW W NETTING n
» > PLACE A ROCK CHECK DAM AT THE END _ +N MN
TH DISTURBED AREA. PVI STA = 8+50 ' OF E .j
PVI ELEV = 234.00 PVI STA = 12+50 2+50 ~ J
LENGTH = 335.00 PVI ELEV = 257.00 !57.00 ~ W
_ ..____.K =_30.04 LENGTH =_260.00 x0.00 ~__---_T___-__.-___ _ _ _ 260
260 r---- --r- - -----r ; - K ~ ~0.29- I !g T i
I i w W ~
I i ~ ~
I I i i i ~ ~ ~ , I I
i _ __________~__a z _ _ _ i - ! i
- - - --I-- - t- - W I ' ~ i
= I ~ Ono ~
a I ~ I I 1 I i • ao ao
z ~ ~ ~ I +t ~ 00 N ~
o j ~ ~ ~ ~ v _ 250
' F ---__-.l__ I - - 250 ~
~ _ ~ ~ W I
i g°h i V ~ ~ Q
y~ 1. CLEAR AND GRUB ROADWAY AT CROSSING AND INSTALL SEDMIIENT IiRAPS I ~ ~
OUTSIDE OF WETLANDS AND RIPARIAN BUFFER. o Q ~ ~ ~ _ w ~ ' I
R T CULVERT WITH EACH INVERT ONE FOOT BELOW THE - W 2. INSTALL THE FI S PR OSED GRAD 1 ~ M N ~ A I I ~ ~ ~ ~
EXISTING BED OF THE STREAM TO ALLOW THE NATURAL STREAM y, ~ ~ I v I
~ - BED TO REDEVELOP. . 5~ W
3. INSTALL DISSIPATOR PAD. N J <Q ~ ~ I ~ ~ ~ ~
4. DIVERT THE STREAM FLOW INTO THE FIRST CULVERT WITH SANDBAGS. I = = p ~P P ~ _ - --I- - - P - ~ 240
5. INSTALL THE SECOND CULVERT AS IN NOTE 2. _ __-4 _ a a _ G _ ' TH STREAM TO 240 - - - ~ ~ REMOVE THE SANDBAG DIVERSION TO ALLOW E ~ ~ 4 i
FLOW THROUGH BOTH CULVERTS. t ~ Wq R. ~ ~ ~R( 1 rNE
T FENCE ALONG ~ 6. PLACE ROADWAY FILL OVER CULVERTS AND INSTALL SIL ~ i ~ ~ ~ i
THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT RUNOFF INTO i ~ I ~
SEDIMENT TRAPS TO CONTAIN SEDIMENT.
' 7. GRADE ROADWAY. - - rt ~
AY FILL SLOPES AS SOON AS POSSIBLE. 8. STABILIZE ROAOW i I ~ {
I i i , i ~ ~ ,
I I EX STING GRAD i ~ ~ ~
I ~ _ _ ~ -f- 230
230 - ~ _ I
W/ AD ALL EACH ND i ~ i i 1 i
AT 1.5 SLOPE ~ ~ I ~ ~ I, ' i
USE ROA WAY STAND RD DRAWIN 838.22 I i ~ ~ i ~ ~
J
- - ~ ~ ~ i
I
~ BURY INVER ONE F00 ~ ! % i
I BELOW STRE M BED FOR ~ ~ ~
LOW FLOW SSAGE OF ~ I I ~ WATER AND AQUATIC LIF . i i f l ~ ~ i
-._.u_._- _ ~ 220 t--- - - _ _ _ _ , - 220
I - i
AQUATIC LIFE PASSAGE OUGH CULV RTS ~ ~ ~ ~ I
~ ~ ~ ~ i ; I ~ ~ ~
' I ~ I I
I ~ - - - - - - r ~
I ~ ~ ~o ao ~ ~ M i ~ ~ M N N ~M 'N O X00 rM ~M N;N NO N
' 10~~ r+10 ~cn0 rn~ NN cow O~ cOM ~0 r`?p r"N ~N rM O ~t CO r0i NO `-cV Oh(j Mpp ~M O~ '~N ~'`~O .M a~rn aoN .O ~c0 .~N .00 .O rl c0 ~ M N rn 01 ~I d. N~r; p O ~I i
N M~ N~ N t~ ~I ~ to In ~ ~ d' ~ I d' M M I M ~ d' ~ ~ ~ ~ N N ~ NN NN NN N'N NN NN NIN NN NN NIN NN N N ~ ~ ~i~ ~ ~ Nib ~ ~ d ~ d' ~ d' ~ d' ~ ~I~' ~ NN NN NN NN NN NN NN NN NN NN NON NN N~ N
f ~ ~ ~ I I
_1_ ~ .-1- ~ _ ~ _ _-_A._
7+00 8+00 9+00 10+00 11+00 12+00 13+0( 16+00 17+00 18+00 19+00 13+00 14+00 15+00
» »
i
» ~
» > 1
I N
i ~t~„uiniif~1j SCALE SHEET N0.
caF.~ LRH e~ DATE: NOV. 2005
q~~S~rC HORIZONTAL:
4 ~ o~w~ DBR ~ PQ r SW PROJ. 05-0051 1"=50'
~~i ~Ti irnnT nl ~ ?IT~TIr1?I .~.re~,r-~T .
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e.r ENGINEERING, INC. GARNER, N.C. 27529 i°=s
~'•w,';;r;~FJ,~•' LRH 919-773-0183 1-03-06 S 1 Q Q PROD ENC 1 ADDED WETLANDS INFORMATION , pAh 919-773-0148 (FAX) OF: 6
REV.NO. DESCMPIMS DALE tlfay
REVISIONS URVQ1NQ/ENQINEERINQ/LANQ NT
ti

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JAN 0 5 2 ~
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/ / / ~ ~ ~ ~ \ ~
/ / /,,-/i / ~ M ~ ~ 24 ~ ~ ~ ~
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y Y Y Y / ~ ~TTE~ Y Y ~ O / ~ Y Y Y Y ~ ST Y Y Y Y V I~R Y y Y
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y y y y y / y / / f y y • ~ / \ f ~ ~ . ~ ~
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Pf` \ ~
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SHEET INDEX:
1. OVERALL LAYOUT
2. EROSION CONTROL PLAN (PHASE II) 3. UTILITY PLAN (PHASE IQ
4. STREET "A" PLAN AND PROFILE
5. STREET "B" PLAN AND PROFLE
6. STREET "C" PLAN AND PROFILE
D-1. DETAILS
D-2. WATERLINE DETAILS
GRAPHIC SCALE
o ~ OWNER:
JDG INVESTMENTS
P.O. BOX 595
(MF'G') SELMA, NC 27576
1 ~b - iso n.
~`~~~W unrrgr~i
H Goa o FEJ ~ ti SCALE SHEET N0. DATE: NOV. 2005
,r~~~F~S/~~ ~,+"Y' , ~ . ' a ow~rtn DBR ~ HORIZONTAL:
SEAL. _ = I B 05-001 ' SW PROJ. ~ 5 1 ~ 50
nn_~nn x ~ ~A ~ o~ ~ ¦ I1 /'1 I~ P? /1 1 1 T 1 1 1'~ /1 1' 1'1 1 f-/111T 111 1 ~ IT ~ TI \ 1
CHECKED LRn ' JUKVLTINU ANU 201 GLEN ROAD V r , V U (lit U h h t U K I F' LA N I A I I V N I I DWG FILE # VERTICAL
ENGINEERING, INC. GARNER, N.C. 27529
~M1, • ~',:Y~dJ J~ 'a LRH 919-773-0183 ~W PROd ENG. 11-
t+EVNO. oESanPnoNS DAZE 919-773-0148 (FAX) REVISIONS URVEYING/ENGINEERINGA-AND DEVELOPMENT l OF: 6

DISSIPATOR PAD DIMENSIONS
SEDIMENT TRAP
DIMENSIONS
WIDTH AT
END OF PAD
ST#
WIDTH LENGTH
DEPTH
WEIR
5
14' 28'
2'
4'
6
16.5 33'
2'
4'
7
13' 26'
2'
4'
8
9' 18'
2.5'
4'
9
32.5' 65'
2'
8'
DISSIPATOR PAD DIMENSIONS
LEVEL
SPREADER DIMENSIONS
WIDTH AT
END OF PAD
LS#
ENT. WIDTH
END WIDTH LENGTH
DEPTH
1
10'
3' 10'
0.5'
2
10'
3' 10
0.5'
3
10'
3' 10'0.5'
5.
4
10'
3' 10'
0.5'
DISSIPATOR PAD DIMENSIONS
DP#
WIDTH AT
END OF PIPE
WIDTH AT
END OF PAD
LENGTH
D50
DEPTH
1
N/A
N/A
60'
1.5'
1 2.0'
OUTLET DITCH DIMENSIONS
DITCH # I LENGTH I SLOPE I LINING
1 1 ±100' 1 2.07 ISTRAW W/ NETTING
PLACE A ROCK CHECK DAM AT THE END
OF THE DISTURBED AREA.
TABLE &IMPACTS.—
z x
•- a • • E
TO
OF •-
a .•
84
,1��r,•t •.
STREET
D- Orr
81 «
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260
250
CONSTRUCTION
1.
SEQUENCE FOR STREAM _-CROSSING
CLEAR AND GRUB ROADWAY AT CROSSING AND INSTALL SEDIMENT TRAPS
OUTSIDE OF WETLANDS AND RIPARIAN BUFFER.
2.
INSTALL THE FIRST CULVERT WITH EACH INVERT ONE FOOT BELOW THE
EXISTING BED OF THE STREAM TO ALLOW THE "NATURAL"
STREAM
BED TO REDEVELOP.
3.
INSTALL DISSIPATOR PAD.
4.
DIVERT THE STREAM FLOW INTO THE FIRST CULVERT WITH
SANDBAGS.
5.
INSTALL THE SECOND CULVERT AS IN NOTE 2.
240
REMOVE THE SANDBAG DIVERSION TO ALLOW THE STREAM
TO
FLOW THROUGH BOTH CULVERTS.
6.
PLACE ROADWAY FILL OVER CULVERTS AND INSTALL SILT
FENCE ALONG
THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT
RUNOFF INTO
SEDIMENT TRAPS TO CONTAIN SEDIMENT.
7.
GRADE ROADWAY.
8.
STABILIZE ROADWAY FILL SLOPES AS SOON AS POSSIBLE.
230
220
LS 2 TRI (�)
% / a a /
8 / a / lris'TALLED ATEA E TOE 9
E/Fl E
SAW W7 NETTING\
\ DRAINAGE W �.
ARROW ( )
I� J
)FFSI TES
74
ST-
V \
_ 77
\ ` t
- 1 �
75
r
7+00 8+00 9+00 10+00 11+00 12+00
PROFILE: STREET "A"
SCALE: 1 "=50' (HORIZONTAL)
1 "=5' (VERTICAL)
`,`s�tu:rtugtts
SEAL t = a�rVv Y1•.
22 ,3
�, •. ::
�'0 DAIS
DESIGM LRH
MAVIN D B R
CHECM LRH
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SOUTHWIND-,
SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
S URVENlNG/ENGINEERING/LAND DEVELOPMENT
13+00 14+00 15+00 16+00 17+00 18+00 19+00
THE BLUFFS
OF SOUTHPORT PLANTATION
PLAN AND PROFILE
STREET "A"
260
DATE: NOV. 2005
SW PROD. # 05-0051
DWG FILE #
250
240
230
220
SCALE I
HORIZONTAL:
1 "= 50'
VERTICAL -
1 "= 5'
SHEET NO.
4
OF: 6

HOLSTEIN
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_ ~--_--________-nvrRSra ~r _
ER ST o AT E 40
- - - - JAN 0 5 2006
~ ~ 1- ~ ~ p~NR - WgTER _ ~ !NETGgHps qNp ~1gLITY
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~ \ REQUEST \ ~ ~ ~ % --~«"~'~~"'W w' ~ C \ ~ ~ ~ ~ ~ \ ~ Y ~
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7
10 ~ 1 1 1 1 , CURRENT ' ' CROSSING
~ / REQUE ~
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SHEE_
1. OVERALL LAYOUT
2. EROSION CONTROL PLAN (PHASE II)
3. UTILITY PLAN (PHASE II) 4. STREET "A" PLAN AND PROFILE
5. STREET "B" PLAN AND PROFILE
6. STREET "C" PLAN AND PROFILE
D-1. DETAILS
D-2. WATERLINE DETAILS
GRAPHIC SCALE OWNER: JDG INVESTMENTS
o ,m P.O. BOX 595
SELMA, NC 27576
(nr Fser
i i iaon - sao n. SHEET N0.
SCALE
po~~~~~ y oesam FEJ DATE: NOV. 2005 HORIZONTAL:
OJ. 05-0051 1 „=150' SW PR ~
I ~'L~ (~~orw DBR ~ SOUTHWIND TH
v f4 ..c.~ 1 c /III\A i _ ~ 6 ~r f+/~1 ITI • n ~ i i i r n n T n l A A I T A T I ~1 ~ I _ _ VERTICAL
SURVEYING AND 201 GLEN ROAD V r JV U I r >vuinrvRi rL-Hrvi H i i v v4 I owu Ft •
22M dWVv%'ll c~ LRH lk 03 ENGINEERING, INC. GARNER, N.C. 27529
LRH 919-773-0183 Fy''•~:1`iA~ Fkor. -773-014$ (FAX) .,~F' w.. DAN 919 )
REV.NO, DESCRIPTIONS oA 4+urrr~tip~~~ REVISIONS - Jv
`~CO

i
_ f - v/ TABLE OF.1kIPAC7S- -
_ _ _ r ~ I N __STREAM BUFFER AC - I SITS
~ 1 /0.17; fi48 0.23
~ ~ ~ _ ~ 78
_ ~ / / ~t~
- , i / ~ 0 - - - - - ST-9

\ DP-1 TENDS A ~OSS E ~ as ~ - - - ~ y \
a i2 - ,-r" T P TO TOP m ~ \ CHANNL FROM ~ ~ /
; ~ _ \ \ OF CHANNEL BAN FORA z ~
I ~ a a ~ / J 'C"' ~ DP-1 a ~ ~ 1 ~ ~ g ~
~ a ~ /
~ o, t I 2 080 I~ R ~ / ~ _ 1 > a D i l m ~ i ~ Wl~i H W ~ I
~ I ~ J A~. ~ - - E / _-z5o--
S DIMENT TRAP DIMENSIONS ~ DA 1 y / STREET B STA. ` ~ \ ~ ~ ~ y
IR 3 I ~ ~ ~ ~ ST WIDTH LENGTH DEPTH WE ~ < I -4 / / ~ _ i I ~ 2' 4' - Z ,S W W/ / HiGI+POIN _ - ~ - HIf#F POINT i
5 14 28 st 7 ~
' 3' 2' 4 W NETi1NG 6 16.5 3 - .,,.C ~ r- ~ ~ ~ STRAW W NETi1NG ~ ~ _ _ _ ~ ,
+ 13+00 ~ 14+00 ~ ~ ~ 76 ~ i
8 9 18 2.5 4 ~ 1 ~ ~ \
~ ~ ~ ' I j I - I ~ - I - 9 32.5 65 2 8 ~ ~ i ~ ~ )
~ + ~ i ~ ~ ~ ~ ~ l
NS LEVEL SPREADER DIMENSIO sT-s Aw w/ N G - - - 3`~Aw 7 _ - ~ i
~ I _ ~ r
LS ENT. WIDTH END WIDTH LENGTH DEPTH / S 6 / \ ~ ~ ~ T RAINAGE W ~ ~ / l 10 x~0 SIGH ARROW ~ ~ '
1 10 3 10 0.5 ~ a / TRI (TYP) ~ ~ ) 1 ~ i ~
2 10 3 r ~ i a a I I / / ~ 75 ~ ~ ~
3 10 3 10 0.5 ~ i a ~ / ~ ~ ~ r 3 10 0.5 ~ a ~ ~ ~ ~ ~ ,
4 10 / , a ~ B , $ a ~ ~ ~
AT E T 9 • ~ ~ a ~ a, E Fl % ~ FFSITE ~ , ~ 74 ~ ' ' ~ / ~ ~ , ~
DISSIPATOR PAD DIMENSIONS / , 1
~ ~ DP# WIDTH AT WIDTH AT LENGTH D50 DEPTH i ~ ~ ~ / ~ ~ ~ it I ~ ~ 1
END OF PIPE END OF PAD ` ~ ~ ~ r ' r ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~
N A 60 1.5 2.0 1 N A ~ ~ ~ ~ , ~ ~ I ~ ~ ~ ~ ~ / ~ ~ /
1 ~ ~ ~ i I ~ A ~ / ~ ~ ~ , ~ / / ~ ~ i ~ l ,
T H DIMENSIONS ~ ~ ~ ~ ~ I 1 ; ~ OUTLET DI C ~ ( ~ I j I 00
» » I DITCH ~ LENGTH SLOPE LINING ~M N~
1 f100' 2.0% STRAW W NETTING ~I > n M
MN
A ROCK CHECK DAM AT THE END PLACE PVI STA = 8+50
OF THE DISTURBED AREA. PVI ELEV = 234.00 PVI STA = 12+50 i Q W F- J
LENGTH = 335.00 PVI ELEV = 257.00 ~ fn W
260.00 K = 30.04 LENGTH =
' 260 --T---- - -r----.-_ _ ~ ~ _ K = 0.29 ~ I i ~ ~ I
I ~ ~ I I w ~ W I
i I r ~ I - ~ UI ~ ~
I I H ~ ~
I ~ I _ _ - Z - -
- I W
N ~ ~ ~ i ~ m~
I I ~ o. I I I I ~ I ~
z I ~
o ~ ~ ~ ~ 250
250 ~ - - ~ <w i I H J I
` - ~ ~ W ~ ~ U
~ ~ I Z ~ i ~o ~28 I < 3~ ~
o + 1`~ i
INSTALL SEDIMENT TRAPS ~ ~ y' 1. CLEAR AND GRUB ROADWAY AT CROSSING AND ~ - - ~ I
OUTSIDE OF WETLANDS AND RIPARIAN BUFFER. ~ a _ - - i i
2. INSTALL THE FIRST CULVERT WITH EACH INVERT ONE FOOT BELOW THE - w PR OSED GRAD ~ N N \ I ~ ~ I EXISTING BED OF THE STREAM TO ALLOW THE NATURAL STREAM 0~ _ U
BED TO REDEVELOP. ; W b J I i
3. INSTALL DISSIPATOR PAD. ~ ~ I P ~
ANDBAGS. ~ = Q 0 P 4. DIVERT THE STREAM FLOW INTO THE FIRST CULVERT WITH S = ~ Rp a 240
VERT AS IN NOTE 2. - - ____a a_-__~_ _ G 5. INSTALL THE SECOND CUL 240 pV 4 S Wq ~R,
' REMOVE THE SANDBAG DIVERSION TO ALLOW THE STREAM TO TfR~ 1 ENE
FLOW THROUGH BOTH CULVERTS. ~ I i I
6. PLACE ROADWAY FILL OVER CULVERTS AND INSTALL SILT FENCE ALONG i I I THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT RUNOFF INTO i
TO CONTAIN SEDIMENT. ~ ~ SEDIMENT TRAPS I
j 7. GRADE ROADWAY. - ~-j -
8. STABILIZE ROADWAY FILL SLOPES AS SOON AS POSSIBLE. i I I ~
I i ~ i I ~ ~
~ I EX STING GRAD ~ 1 ~
I i I -f-- j 230
230 i - , I ~ I
~ ~ I W/HAD ALL EACH HND I I I ~
~ AT 1.5 SLOPE ~ i ~ I I
i TAND RD DRAWIN 838.22 ~ USE ROA WAYS
~ ( I
_..___..___.._l__.~__-._ _ i I __.-__.__..__.r_.___.___ ---.-------i--------_-_.-__...__--.___.-_ i ~ i ~
~ ~ I
~ BURY INVER ONE F00 i I
~ I BELOW STRE M BED FOR
' t W SSAGE OF I LOW FLO ~ i i I
i ~ i WATER AND AQUATIC U I ----_--f-_----- - i 220 - -I- ~ 220
~ i -
i AQUATIC LIFE PASSAGE TH OUGH CUL RTS i i ~
I ' ' ~ i I i ~ i
~ I i I t
I - i --t- -
I I I ao ~ ~ ~ M i , M N rln fM pN 00~ ~n ~N o?OMp Np N~ cpl
~if7 ~it0 r~O rnn mI~ NN ~c~0 ~iN coM r`?O ,N ~1lI O 1C I M~ 'n NM oil rn~ ooh c0 d' NMI ~O ~
M~ O~ ~ ~ ~ ~iQ1 Np ~tV ~~N M00 ijM N~ d'~ ~M NM NIA Nef Nd' N~ N~ N~ NON N~ ln~ ln~ InN mod' d'~ mod' N N~ N~ NIA N~ N~ NN NN NN NN NN NN NIN NN N N N I N ~
' NN NIN NN NN NN NN N N N N N N i ~ ~
! _ I ..-__l_..
; 7+00 8+00 9+00 10+00 11+00 12+00 13+00 4+00 15+00 16+00 17+00 18+00 19+00 13+00 1
» »
' n ~ i i =
I
N
,`,,~uuinrr~~~~~~ SCALE SHEET N0.
N.CaF~ o LRH , DATE: NOV. 2005 R ONTAL: HO IZ
• •K, oeAwN DBR ~ SW PROD. 05-0051 1 =50
1 _ _ ~ nr_u ~ dill Aril _ ~ _ ~'1 r ^ n 1 1 T I I r ~ i i T I I r /1 1'1 T t'1 I A\ I T A T I r1 ~ I T f"'1 r I"' T » A» vrcrrei .
r., 2w + M, ryryvv~- 11 CHECKED LRH SURVEYING AND 201 GLEN ROAD 1UItirVKl I'LHIVIHIIVIV I JlKttl H OWGFl LEN 1_59
GARNER, N.C. 27529 ENGINEERING, INC
"•`F' :4~ I.. LRH 919-773-0183 06 PROa ENC. -773- OF: 6
1 ADDED WETLANDS INFORMATION 1 DAN 919 0148 (FAX) REVAO• DESCMP7MS WE
URWYING IN /LAND DEVELOPMENT REVISIONS