20161073 Ver 1_More Info Received_20161213

Homewood, Sue
From:John Butler <[e-mail]>
Sent:Tuesday, December 13, 2016 1:59 PM
To:Homewood, Sue; 'Bailey, David E CIV USARMY CESAW (US)'
Subject:RE: \[EXTERNAL\] RE: ACOE Letter regarding Riverside Phase 3; SAW-2014-01698
Attachments:RIVERSIDE-PHASE 3 - REVISED 11X17-12316.pdf; RIVERSIDE-PHASE 3 - REVISED
GRADING-12316.pdf; PHASE 3 - PCN -OVERALL 100 SCALE.pdf

Sue and John,

I have attached revised plans for Riverside Phase 3. Please note the following changes and revisions:

1. Removed drop inlets that were previously shown inline with the 36" RCP. Added two 15" RCP's to transfer storm water under

the required sidewalk and into the shoulder ditches. Revised storm chart and ditch reinforcement chart.

2. Added overall site plan at 1/100 scale showing entirety of Phase 3.
3. Revised 11X17s to better show temporary and permanent impact lengths. Added 11X17 showing hatched areas for permanent

vs. temporary impacts.

4. Added rip-rap reinforcement in shoulder ditches. Rip-Rap stops just outside stream buffer Zone 2.

Please let me know if you need anything else.

Thank you.

John A. Butler
CPT Engineering, Inc.
4400 Tyning Street
High Point, NC 27265
[phone] ext 321
[phone] fax

From: Homewood, Sue \[mailto:[e-mail]\]
Sent: Tuesday, December 13, 2016 12:45 PM
To: John Butler; 'Bailey, David E CIV USARMY CESAW (US)'

Subject: RE: \[EXTERNAL\] RE: ACOE Letter regarding Riverside Phase 3; SAW-2014-01698
ok, thanks.

Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality

336 776 9693 office
336 813 1863 mobile
[e-mail]

450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105

1

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

From: John Butler \[mailto:[e-mail]\]
Sent: Tuesday, December 13, 2016 10:44 AM
To: Homewood, Sue <[e-mail]>; 'Bailey, David E CIV USARMY CESAW (US)' <[e-mail]>
Subject: RE: \[EXTERNAL\] RE: ACOE Letter regarding Riverside Phase 3; SAW-2014-01698

Hi Sue,

This plan was submitted to Guilford County. I have been told to divert the ditches to discharge outside of Zone 2 of the buffer, so I
am redrawing the ditches. From what I have read I need to use a 1 in/hr storm to determine whether there is a diffuse flow
requirement, and determine whether I need a level spreader of some kind. Based on my small drainage areas and the 1 in/hr
storm criteria, I have 0.34 cfs entering the buffer from the west and 0.23 cfs entering from the east. It looks to me like there is no
diffuse flow requirement based on the low flow rate, so I can simply discharge the ditches outside of buffer Zone 2, but I will flatten

the ditch at that point as much as possible.

John A. Butler

CPT Engineering, Inc.

4400 Tyning Street

High Point, NC 27265

[phone] ext 321

[phone] fax

From: Homewood, Sue \[mailto:[e-mail]\]
Sent: Tuesday, December 13, 2016 8:50 AM
To: Bailey, David E CIV USARMY CESAW (US); John Butler

Subject: RE: \[EXTERNAL\] RE: ACOE Letter regarding Riverside Phase 3; SAW-2014-01698
John,

One more item to address for me please.

The Jordan buffer rules state:

The buffer rules (and diffuse flow plan) are delegated to the local government to implement. Can you tell me whether this project
has already been submitted to the local government for buffer impacts and diffuse flow plan. Based on the plans that I have, it
appears that this project will be constructing a roadside ditch through the buffer which would not meet the Jordan Buffer Rules.

Thanks,

Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality

336 776 9693 office
336 813 1863 mobile
[e-mail]
2

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I. ALL ER05ION CONTROL MEA5URE5
5HALL BE MAINTAINED FOR PROPER
FUNCTION UNTIL APPROVED FOR
REMOVAL BY THE GUILFORD COUNTY
ER05ION CONTROL IN5PE07ION5
DIVI510N.
2. NO ER05ION CONTROL MEA5URE
5HALL BE REMOVED WITHOUT PRIOR
AUTHORIZATION FROM THE GUILFORD
COUNTY ER05ION CONTROL
IN5PECTION5 DIVISION.
3. MAINTAIN THE REQUIRED 5ELF
INSPECTION LOG5 AND RECORD
RAINFALL EVENT5.
�J 4. REINFORCE DRAINAGE
DI70HE5/5NALE5 PER THE
REINFORCEMENT REQUIREMENT5 CHART
ON THI5 5HEET.
5. PROVIDE OUTLET PROTECTION AT
STORM PIPE OUTLETS PER THE CHART
ON THI5 5HEET.
b. DO NOT INTRUDE INTO 5TREAM
BUFFER NO DI5TURBANCE ZONE. 5EE
BUFFER DETAIL THI5 5HEET.
1. ADDITIONAL ER05ION CONTROL
MEA5URE5 ABOVE AND BEYOND THE
MEA5URE5 5HONN ON THI5 5HEET MAY
BE REQUIRED BY THE GUILFORD COUNTY
ER05ION CONTROL IN5PECTION5
DIVISION, NCDENR, OR THE ENGINEER TO
PREVENT ER05ION AND SILT
MIGRATION.
8. EXI5TIN6 615 TOPOGRAPHY 5HONN,
THEREFORE 5LICGHT FIELD ADJU5TMENT
OF 51LT FENCE, SILT FENCE OUTLETS,
DIVER51ON BERMS, SEDIMENT TRAP
ELEVATION5, ETC. MAY BE REQUIRED
FOR PROPER FUNCTION.
STORM STRUCTURE CHART:
5TRUGTURE ID
STD.#
TOP
INV. IN
INV. OUT
A
FES
NGDOT
N/A
WA
838.00
B
5DMH
840.52
850.00
845.00
83G.32
G
DI
SIE DETAIL
863.60
(6RATE)
855.70
852.00
D
DI
SEE DETAIL
861.80
(6RATE)
N/A
85.00
STORM PIPE CHART:
PIPE# TYPE
51ZE (IN.)
LENGTH
SLOPE
I RGP
15
33
4.0055
2 RGP
15
60
11.6755
3 RGP
15
77
I.bcl%
STORM STRUGTURE CHART:
STRUGTURE ID
STD.#
TOP
INV. IN
INV. OUT
E
FES
NGDOT
WA
WA
842.00
F
I FE5
NGDOT
WA
844.00
WA
STORM PIPE CHART:
PIPE#
TYPE
51ZE (IN)
LENGTH
SLOPE
4
RGP
15
10
2.0055
5
RGP
36
117
1.78%
b
RGP
15
10
2.0055
NOTES:
I. ALL STORM 5TRUGTURE5 AND 5TORM PIPES SHALL MEET NGDOT
STANDARDS.
2. SEE GON5TRUGTION DETAILS FOR DROP INLET GON5TRUGTION
DETAIL.
3. ALL STORM PIPE SHALL BE NGDOT COMPLIANT RGP.
4. PIPE LENOTH5 5HONN INCLUDE FLARED END 5EGTION5.
5. TOP ELEVATION FOR GRATE INLETS = GRATE ELEVATION.
6. PROVIDE OUTLET PROTEGTION A5 5PEGIFIED.
DIVERSION DITCH/BERM
DRAINAGE CHANNEL SCHEDULE
SIZE
OF
STONE
"D".
MINIMUM
THICKNESS
OF STONE
1
STONE FINE
J.
4 X D
9"
2
STONE LIGHT
6"
STAPLE PATTERN
REINFORCEMENT CHART
3
STONE MEDIUM
13"
8 X D
18"
4
STONE HEAVY
23"
8 X D
DITCH #
EROS. CONT.
CONDITION
LINER
'Hl/H2'
'D'
'B'
T
SLOPE MAX. FLOW AREA MAX. FLOW
VELOCITY MANNINGS
SHEAR
FORCE
7
MAT LIMITS
WIDTH = DIAMETER + a4 (LENGTH) : 6' MINIMUM
1
6
EACH.
EROSION CONTROL STONE
CLASS A
DEPTH (Acres) (CFS)
(FPS) n
(PSF)
1
STA. 0 - 2+65
TEMP/PERM
SC150BN/GRASS
3/4
1.5'
O`
6'
2.00-7.00% 0.42' 0.45 1.35
2.57 .05
1.70
1
STA. 2+65 - END
TEMP/PERM
CLASS B RIP -RAP 3/4
1.5'
2'
8'
2.00-25.00% 0.42' 0.45 1.35
2.57 .05
1.70
2
STA. 0 - 2+75
TEMP/PERM
S75BN/GRASS
3/4
1.5'
0'
6'
3.00% 0.32 0.16 0.49
1.38 .05
0.52
2
STA. 2+75 - 5+80
TEMP/PERM
S75BN/GRASS
3/4
1.5'
0'
6'
4.00% 0.42 0.47 1.21
2.04 .05
1.05
2
STA. 5+80 - END
TEMP/PERM
CLASS B RIP -RAP 3/4
1.5'
2'
8'
2.00-25.00% 0.42 0.47 1.21
2.04 .05
1.05
3
STA. 0 - END
TEMP/PERM
S758N/GRASS
3/4
1.5'
0'
6'
1.00-2.5% 0.33 0.18 0.48
1.30 .05
0.46
4
STA. 0 - END
TEMP/PERM
S75BN/GRASS
3/4
1.5'
0'
6'
1.00-2.6% 0.39 0.31 0.81
1.57 .05
0.63
5
STA. 0 - 3+20
TEMP/PERM
S75BN/GRASS
3/4
1.5'
0'
6'
1.00-2.5% 0.38 0.35 0.74
1.51 .05
0.59
5
STA. 3+20 - END
TEMP/PERM
S75BN/GRASS
3/4
1.5'
0'
6'
2.00-2.5% 0.41 0.51 1.12
1.88 .05
0.90
6
STA. 0 - 5+20
TEMP/PERM
S75BN/GRASS
3/4
1.5'
0'
6'
1.00-2.5% 0.48 0.59 1.37
1.69 .05
0.69
6
STA. 5+20 - END
TEMP/PERM
S758N/GRASS
3/4
1.5'
0'
6'
2.00-3.7% 0.48 0.81 1.74
2.15 .05
1.11
7
STA. 0 - END
TEMP/PERM
S75BN/GRASS
3/4
1.5'
0'
6'
1.00% 0.30 0.08 0.26
0.82 .05
0.19
8
STA. 0 - STA 2+20
TEMP/PERM
S75BN/GRASS
3/4
1.5'
O'
6'
4.50% 0.28 0.18 0.40
1.66 .05
0.79
8
STA. STA 2+20 -END
TEMP/PERM
S75BN/GRASS
3/4
1.5'
0'
6'
3.50% .38 0.41 0.90
1.79 .05
0.83
9
STA. STA 0 - END
TEMP/PERM
SC150BN/GRASS
3/4
1.5'
0'
6'
2.00-7.00% 0.42 0.65 1.63
2.71 .05
1.83
NOTES:
1. Q10 BASED ON 110 = 5.49 IN/HR
2. PERMISSIBLE SHEAR STRESSES FOR:
NORTH AMERICAN GREEN S75
1.55 PSF
NORTH AMERICAN GREEN S75BN
1.60 PSF
'T' (MIN.)
NORTH AMERICAN GREEN S150
1.60 PSF
NORTH AMERICAN GREEN SC150BN 2.10 PSF
LINER (IF REVD.)
0
1
NORTH AMERICAN GREEN DS150
1.75 PSF
1 /
////
'H2,
'H1'
NORTH AMERICAN GREEN C125
2.25 PSF
let
3. ALL EROSION CONTROL MATTING TO
BE INSTALLED TO NORTH
AMERICAN GREEN STANDARDS AND
SPECIFICATIONS, USING
4. PROVIDE FILTER FABRIC UNDERLINER BETWEEN SOIL AND RIP -RAP.
.PERMANENT \ I I �
-----------
PERMANENT
MAINTAIN TEM
POi�ARY/ I 1, i I II \ ` �� �\ 1 \ DITCH #8 I \
\ I 4 \ \ \\\�
GONSTRUGTION ENTRANCE _ I v" � ` v `v v ' 5T�. 2+20v
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6 AT
\PERMANENT \ I PERMANENT
/II\PERMA1I 1 \
�1v v \v\ v` DITCH # J \ v \A
D.vITCH #
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v
TEMPORARY PUM r'
W/ INLET FILTER
, 83
�ERMA NTDITCH #q
\111
874 / / I \ V A / / v � \ V
r v v I I vv v vv i II l i l' i il' 1 1
/
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TG
80\
vm v `� vv // / '' X i v vv v v I II 11 <,PERMA ENT DITGH 5 v 1
LEGEND: \ / A \
vvvIv 5TA. 0+0 vv vv `v W
FIP = FOUND IRON PIPE yv �/� vv vv v �\ % / % ('� Av v v�vv�vvv��vv�v
SIP = SET IRON PIPE \ I \ \ --- , / / 1 \ \ \ \
R/W = RIGHT OF WAY \� 4 _ �� ♦8� . \\ `\ `\ 1 / /' // /// \\/ \\� \\\\ ! \\ \\ \\ \ \`\ ----- 1 \\ 1\ II \
D.B. = DEED BOOK
P.B. =PLAT BOOK - -
1I I I I
PG. _PAGE
U.E. = UTILITY EASEMENT I
25
2 20
U
W
15
W 14
ii 13
2 12
11
10
0 9
�u 8
7
6
5
4
3
2
1
0
`v ", IT UTAML ILK Uf I-ltL IN ILLI
ZONE
APRON CLASS
MATERIAL OF
STONE
SIZE
OF
STONE
LENGTH
OF
APRON"
MINIMUM
THICKNESS
OF STONE
1
STONE FINE
J.
4 X D
9"
2
STONE LIGHT
6"
6 X D
12"
3
STONE MEDIUM
13"
8 X D
18"
4
STONE HEAVY
23"
8 X D
30"
5
STONE HEAVY
23"
10 X D
30"
6
STONE HEAVY
23"
12 X D
30"
7
REQUIRES LARGER STONE OR ANOTHER TYPE OF
DEVICE. DESIGN IS BEYOND THE SCOPE OF THIS
PROCEDURE.
WIDTH = DIAMETER + a4 (LENGTH) : 6' MINIMUM
• LENGTH 70 PREVENT SCOUR HOLE
NAME
HEIGHT
SIZE
SPECIFICA77ONS
DEPTH
(LBS)
I
I
I
RIP -RAP
STONE
REMARKS
Sox SHALL WEIGH AT LEAST 100
CLASS 1
5 - 200
OF FLOW
LBS EACH. NO MORE 774AN 109
LENGTH
WIDTH
THICKNESS
SHALL WEIGH LESS THAN 15 LBS
EACH.
(FPS)
(F7:)
609 SHALL WEIGH AT LEAST 100
CLASS 2
25 - 256
LBS EACH. NO MORE THAN 59
FES A
2.9
15
SHALL WEIGH LESS THAN 50 LBS
0.7
1
6
EACH.
EROSION CONTROL STONE
CLASS A
USE d (50)=6", d (max)=9"
2" - 6"
109 TOP &BOTTOM SIZES.
NO GRADA7701V SPECIFIED.
CLASS B
1
5" - 151
NCOOT SPEC.
S7RUC7URE
0(10) FLOW
PIPE
OUTLET
DEPTH
ZONE
APRON
APRON
APRON
STONE
REMARKS
(CFI)
DIAMETER
VELOCITY
OF FLOW
LENGTH
WIDTH
THICKNESS
CLASS
(IN.)
(FPS)
(F7:)
(MIN., FT)
(MIN. F7:)
(MIN., IN.)
FES A
2.9
15
4.2
0.7
1
6
4
12
B
USE d (50)=6", d (max)=9"
FES E
46.67
36
10.7
2.5
3
24
13
18
B
USE d (50)=6", d (max)=9"
SOURCE • BANK & CHANNEL LINING PROCEDURES', NEW YORK DEPARTMENT OF 7RANSPORTA770N, DINSION OF DESIGN AND CONSTRUCTION, 1971.
®u7L.F.7 1=RC7F.C71®N
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
1 inch = 60 ft.
OWNER / DEVELOPER:
BRC RIVERSIDE, LLC
5826 SAMET DRIVE
HIGH POINT, NC 27265
PHONE: [phone]
FAX: [phone]
CONTACT: JIM GRDICH
REVISIONS
PER 6G/NGDOT GOMMENT5
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SEAL
o 14984
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Sl:I PF
12/13/16
PROPERTY ADDRESS:
5940 PEPPER RD
SCALE: 1 " = 60'
DATE: 9/26/16
PROJECT: 1280-13
DRAWN BY: JAB
SHEET CFP

Q Abr:A rA1 r1 a%r1mmWY.. \
0;0"1. RaAD Y: 1.08 ACRES 1
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— �— STREAM BUFFER
I IISEE SHEET 3
END JUR15DIGTIONAL
WATER (FIELD LO(,ATED)
m
VICINITY MAP SCALE: 1•=500'
1. PRESERVE NORMAL BASE STREAM FLOW.
2. IMPACT LENGTHS SHALL NOT EXCEED 82 LF (STREAM LENGTH)
INCLUDING TEMPORARY IMPACTS AT THIS ROAD CROSSING
LOCATION.
GENERALSEQUENCE:
1. WORK SHALL BE PERFORMED "IN THE DRY" IF POSSIBLE. THE
CONTRACTOR SHALL TRY TO SCHEDULE THE WORK AROUND A
PERIOD OF DRY WEATHER LONG ENOUGH TO COMPLETE THE
\ \ "\ 1 •1� / `' I I WORK WITHIN THE CONFINES OF THE STREAM BUFFER.
2. IF REQUIRED DUE TO SOIL CONDITIONS, CONSTRUCT A
TEMPORARY SURGE STONE/GEOTEXTILE FABRIC EQUIPMENT
CROSSING AT CULVERT LOCATION AS REQUIRED FOR
EQUIPMENT MOVEMENT. CONSULT A GEOTECHNICAL ENGINEER
FOR FABRIC RECOMMENDATIONS.
\ L I \ 3. CONSTRUCT TEMPORARY SAND BAG COFFER DAMS
UPSTREAM AND DOWNSTREAM OF THE WORK AREA AS SHOWN.
\ \ PROVIDE A PUMP TO PUMP STORMWATER RUNOFF AROUND THE
\ \ WORK AREA DURING INCLEMENT WEATHER EVENTS.
�oA 1 \
I I `A
PROVIDE PUMP TO PUMP
5TORMWATER RUNOFF AROUND=
WORK AREA DURING NET
WEATHER EVENT �s
�i I I � I \ 1 1 / Q %^ \ \ �•
\� TEMPORARY SAND BA& \
/ GOFFER DAM \ `\
Lb T \ l�\
V,
4. INSTALL THE CULVERT PIPE WITH REQUIRED OUTLET
PROTECTION, AND DROP INLETS WITH INLET PROTECTION.
5. INSTALL COMPACTED BACKFILL. TEST BACKFILL LIFTS FOR
PROPER COMPACTION AS IT IS PLACED.
6. REINFORCE DITCHES PER SPECIFICATIONS AS THEY ARE
CONSTRUCTED.
7. REMOVE TEMPORARY COFFER DAMS AND ANY BARE AREAS
\\ \\ \\40\ \\\\\ 0 20 40
\(SCA E IN FEET )
\ \ \ 1 \4nch � 40 ft.
\ `83'1,
_; ¢� r� .7
SEAL
n: 14984 1 4
:'9 •'• FhGINEBa•�'-yip:
12/13/16
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(SCALE V -4W
f: 12/D-13
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TEMPORARY ►5 ND`BA6
COFFER DAM
TEMPORARY PUMP �� �C
DISCHAR6 ;
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66
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`
�-�►` �� . STREAM BUFFER
SEE SHEET 3
END JURISDICTIONAL /
WATER (FIELD LOCATED) /
n
GENERAL NOTES:
1. PRESERVE NORMAL BASE STREAM FLOW.
2. IMPACT LENGTHS SHALL NOT EXCEED 82 LF (STREAM LENGTH)
/ / / INCLUDING TEMPORARY IMPACTS AT THIS ROAD CROSSING
LOCATION.
VA
VICINITY MAP SCALE: 1"=500'
105..=...iiA.i.� 5.,.0..,
TEMPORARY
OR
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amTATATAoATA"nI
MATAWAOUI.AUUC
AWATAATAii:TiiSAIo iAVVIMPACTS
PERMANENT
IMPACTS
1�L'1
GENERALSEQUENCE:
1. WORK SHALL BE PERFORMED "IN THE DRY" IF POSSIBLE. THE
CONTRACTOR SHALL TRY TO SCHEDULE THE WORK AROUND A
PERIOD OF DRY WEATHER LONG ENOUGH TO COMPLETE THE
WORK WITHIN THE CONFINES OF THE STREAM BUFFER.
2. IF REQUIRED DUE TO SOIL CONDITIONS, CONSTRUCT A
/ TEMPORARY SURGE STONEIGEOTEXTILE FABRIC EQUIPMENT
CROSSING AT CULVERT LOCATION AS REQUIRED FOR
EQUIPMENT MOVEMENT. CONSULT A GEOTECHNICAL ENGINEER
FOR FABRIC RECOMMENDATIONS.
3. CONSTRUCT TEMPORARY SAND BAG COFFER DAMS
UPSTREAM AND DOWNSTREAM OF THE WORK AREA AS SHOWN.
PROVIDE A PUMP TO PUMP STORMWATER RUNOFF AROUND THE
FE511CI I\ WORK AREA DURING INCLEMENT WEATHER EVENTS.
` 4. INSTALL THE CULVERT PIPE WITH REQUIRED OUTLET
1 PROTECTION, AND DROP INLETS WITH INLET PROTECTION.
1 5. INSTALL COMPACTED BACKFILL. TEST BACKFILL LIFTS FOR
PROPER COMPACTION AS IT IS PLACED.
1 1 6. REINFORCE DITCHES PER SPECIFICATIONS AS THEY ARE
1 CONSTRUCTED.
7. REMOVE TEMPORARY COFFER DAMS AND ANY BARE AREAS.
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\ 8 3 12/13/16
REVISIONS
SCALE 1'-40'
)ATE 12/13/16
PROJECT: 1280H13
DRAWN BY: JAE
SHEET 2

REVISIONS
860 860
CL SHI LDS DRIVE
PR POSED GRACE SHIELDS D IVE
85585.9
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g 1 DATE 11/4AG
12/13/16 PROJECT: 1280-13LE
s
(SCAIN FEET) DRAWN BY: JAB
x 1 inch = 40 ft. 6HEET g
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117 36' RCP
7 FES "E' 78%
INVERT
IN 844.08
E%. CHANNE
GRADE
INVERT IN
42.00
RIP
RAP

INSTALL THE PERMANENT CULVERT GRO55IN65:
The culverts are to be installed In the dry Hithin a 2 to 5 day period of forecasted
dry weather If possible. Sediment fencing shall be Installed below disturbed areas and
adjusted if necessary to prevent silt migration into the stream. Gare Hill be taken to
keep clearing and excavation of the stream banks and bed to a minimum. Upon
completion of crossing, fill, compact, and stabilize the slopes properly. Any disturbed
stream bank areas not stabilized by riparian mix seeding.
IF NOT ABLE TO INSTALL GROSSING IN THE DRY:
Then they must be installed Hith the use of Coffer/Sand bag Dams. The dams HIII be
installed around the culvert installations to facilitate pipe construction.
Pumps shall be used to keep the work area as dry as possible.
After the pipe are Installed, properly compacted select fill can be brought up to
subgrade. Erosion control shall be maintained throughout the culvert Installation
process. Check silt fencing and outlets on a regular basis during construction.
Relocate, relnstall, and/or repair erosion control measures as needed to prevent silt
migration.
Install permanent rip-rap/filter fabric toe protection as shown. All other disturbed
areas shall be stabilized by seeding Hith rolled erosion control matting. Seed and mat
the slopes above the top of bank Hith erosion control matting as soon as permanent
grade has been established. FolloH the seeding timeframe requirements stated on the
erosion control plan.
The culvert construction should be completed Hithin two weeks. Any material that need
to be stockpiled near the stream banks Hill be protected by silt fencing.
Sand bag dams shall be removed Hithin 2 days after the culvert has been stabilized.
TOP
li) STREAM BUFFER
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ILLUSTR Not to cGle
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11/4/16
REVISIONS
SCALE- 1'-40'
DATE 11/4AG
PROJECT.• 12D0-13
DRAWN BY: J1
SHEET 4
ZONE 2
'
A VEGETATED AREA BEGINNING
/ /(/
z
AT THE OUTER EDGE OF ZONE 1
AND EXTENDING LANDWARD A
MINIMUM OF 20 FEET.
1 1
\
1 I
ZONE i
AN UNDISTURBED AREA OF
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VEGETATION EXTENDING A
MINI
TOP MOF BANK OR AN IGH UM OF 30 FEET FROM E
BODIES, LEVEL OF OTHER WATER
li) STREAM BUFFER
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SEAL =
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In nnu�
11/4/16
REVISIONS
SCALE- 1'-40'
DATE 11/4AG
PROJECT.• 12D0-13
DRAWN BY: J1
SHEET 4

REVISIONS
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5 3 GRAPHIC SCALE f/
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C�
o PROPERTY ADDRESS:
/� 4 a �� ( IN FEET )
1 inch = 100 ft. 5940 PEPPER RD
cc
i
51 \ �G 41 SCALE: I" = 100'
4 `\
LEGEND:
DATE:
49
12/13/16
a-
FIP = FOUND IRON PIPE 4 OWNER / DEVELOPER:
SIP = SET IRON PIPE BRC RIVERSIDE, LLC PROJECT: 1280-13
R/W = RIGHT OF WAY 5826 SAMET DRIVE
o D.B. = DEED BOOK
P.B. =PLAT BOOK HIGH POINT, NC 27265 DRAWN BY: JAB
PG. =PAGE
PHONE: [phone]
U.E. =UTILITY EASEMENT \ /� 8
89-1501
CONTACT: JIM GRDICH SHEET OVERALL
0