20051881 Ver 2_More Info Received_20080627

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Soil & Environmental Consultants, PA
248 LePhillip Court • Concord, North Carolina 28025 • Phone: [phone] • Fax: [phone]
www.SandEC.com
June 26, 2008
S&EC #4-1841 w4
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
From: Wendell Overby
Soil & Environmental Consultants, PA
3817-E Lawndale Drive
Greensboro, NC 27455
Re: Supplemental Information for Piedmont Crossing PCN-(D WQ#5-1881)
We are forwarding supplemental information requested from Andy Williams (USACE) for the
Piedmont Crossing project in High Point, NC. During the 404/401 permit review process Mr.
Williams requested easier to read impact maps than what was actually submitted. Additionally,
we provided an original master zoning map approved by the City of High Point showing the
proposed overall plans (including adjacent properties owned by others) as well as a short cover
letter. Mr. Williams had enquired about stub roads/connections to adjacent properties that were
lacking on the initial PCN submittal plans. A copy of the attached information was provided to
Sue Homewood on June 25, 2008 during a field review. She suggested I send a copy of the info
to the DWQ Central office.
Sincerely,
Wendell Overby
NC Licensed Soil Scientist
NC Registered Forester
7 r-"71
i
J UN 2 7 l u8
Dk,, WATEP ? ,,i ,, iY
WETLAND`. -;i?;] STORMWATER BRANCH
Greensboro Office: Raleigh Office:
3817-E Lawndale Drive 11010 Raven Ridge Road
Greensboro, NC 27455 Raleigh, NC 27614
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Environmental Consultants, PA
t • Concord, North Carolina 28025 • Phone: [phone] • Fax: [phone]
June 9, 2008
S&EC Job 4-1841wx
USACE Raleigh Regulatory Field Office
Attn: Andrew Williams
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Supplemental Information for Preconstruction Notification for Piedmont Crossing
Project-High Point, NC
Dear Mr. Williams,
As per our recent June 4, 2008 office meeting at Jamestown Engineering, we are
providing you with additional information/maps discussed at that meeting. Specifically
attached to this memo please find a copy (2-11'x17" sheets) of the "Master PDM Sketch
Plan for Piedmont Crossing" originally approved by the City of High Point zoning board.
The project developer is Faith Properties of the Carolinas, LLC. The map includes plans
for proposed tracts B, C, D, E, F and H of the project. The sketch plan depicts proposed
roads, structures, etc as well as labeled uses including single-family residential,
single/multi-family residential, limited business, retail and light industrial categories.
The sketch plan includes adjacent properties as well as existing/proposed roads proposed
that connect to the project area. Additionally the extents of proposed sewer utilities are
provided on the plan. As discussed at our office meeting the project engineer and
developer have mentioned possible future wetland impacts could be requested for Tracts
F and Tract G (a small area of wetland impact north of the proposed. Piedmont Parkway).
Currently no final plans exist for Tracts F or G as these parcels may be sold in the future.
The developer understands the cumulative nature of any future impacts to those
previously approved.
Sincerely,
1 '
YA
Wendell Overby
NC Licensed Soil ientist
NC Registered Forester
cc: Ken Lindholm, Faith Properties
Greensboro Office: Raleigh Office:
3817-E Lawndale Drive 11010 Raven Ridge Road
Greensboro, NC 27455 Raleigh, NC 27614
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
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( / ' y .,,,,' '`?' ?•.?,? ,`; .i \ t ;U AGRI?LTUtTAL .,,. i rr??••--?? r // i I / ',`'C.., / /
877 $ / yr \ \ •\\ / ! 1 r I ?' /' i ,'? . { i
72, 87
0'. / /' ...•• "^?r.. ?? \ ?"•..,? "1 ` \`C?(( .\ \ 1 l V\ ? ( ; I ,.,, r" / \ f` / , .J / / ? r { j ?,•. / ,? ?. i? / \ ? ( r
876,
V\
f /, •??\ s .r/? / /? / •t I ? l i (?,' / /;!.',, { ` ?? \ ,
\ . \ \ `? 1 ?( t //. /• ,,.,
%
%'? ?^' / ? , t (• r` 1 Y-+- (? ? \``, '•'; \,``' 1 ? R @
7_ 1 8 / i I i ' ? • r 'l r'? 1 \. ?,?"'„ ?\ ?, i o T ? ,
•l/7•.•`''^•'- , (? / ' , f ?' ,`,.• ? ? \ I 1 1 S%?. r J ' , ' ,.- r' /'/ 1 i 7 I • \, ` \ ?' 1 Jlq?,?
• //?T '' r / { 1 / 1 \\, , (, '+ . ,.i•?, 875.5 f.;-
/.0?1 ,r ?P'?4'l i , , i r / •? •'?\?\ v\'. ?' "? 'x THWEST ORD ?? V1
f 4 ? "? -? L, 1 i I ( i / \ \. • \ \ ? •,\ ?, SOU { 1 i A \\ \ 0 1 l t j' t ? ' / .r o ?'•' /?
HIGH OOL i I r } >> / /. J I i (a , f L v,( 1 1 t l \ , C j
+?j4 6 / ? 7, F ? , ,` ?" \ • ,t ? ING: PI ? ( 1 t'• 1, i , ?, i ?`.G1"
Fplp ?> / e \. \ 9 / ` ?`, \?,` ti0 lU HIGH SCHOOL i
?, '' ??? r-• (8? 6• ; ? ? ~`. ` ti. `.?,? ? 0 lA? ? ? ` ?\ ; , , \ ?, { 3 ' / r v? \ } 1 ; i 1 ( `i .,. $70 ,i ,! (?i :a ' \ ?
?\ ' - s ? .?.`?'?: 1t `. \? \ {\, l / ?/ ` ? ~•?? // Q ' \ `J ? ! I ! ( , s I J r t ?} ?t ' ` ! J ? '' ? ?j ,?n,?r 1 ?, '1, ,
?/ ? ' / I'03%1? .ly .? ? ?, -•• •r/ ? ' r ? 1 rr J / ? (f? ?• { ? ? I r 4 ? j i
p' 8 / •s ?? '\\\ /j 869.1 X76 h 1 `?(1 I f r i/ 1 L r\} .. j i S !?? ?y
874.7. t , / 1 , pR
MATCI &/ EE
f FUTI
0 AT
l -
C
<N
TIE TO i 89'-14'-17' E
ERBR OK l? 510.4e'
ALD
SUBDIVIS ON ;
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INSERT "A"
r

SHEET 5i
S-3
- - -

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-'*A
SHEET
T
J.
L9
?5 .. ,

"A"
N 88'-57'-55' E >
876.00' TOTAL
39.00' 2 DO'
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THIS TIME
r Z
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w
t , HEET ,4,
T-2/l/
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PLANS AVA
NO ILABLE I
AT THIS TIME
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<N 87b=q'-24' W
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B-2 8% 317.80' ??'- -2 E 41,4 >
:, SHEET 3
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B-4

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606,46 N ne•_F.r_
? N (? ' 447.11• 614
?II ( FUTURE PHASE
NO PLANS AVAILABLE
AT THIS TIME
D2 20-264 88DUKE GOWER RG"
IW-
/
Wetland & Stream Impact Map
HS E? 2?i Mn PIEDMONT CROSSING
BARROW ROAD
v CITY OF HIGH POINT
GUILFORD COUNTY, NORTH CAROLINA
Sheet 1 of 5
OVERALL SITE
SHEET 2
aft W-2
2D /
c,y rr` ?
300' 0 300'
SCALE: 1" = 300'
Line
L1 I
L2
L3
L4
L5
L6
L7
L8
L30
L31 I
L34
L37
L38
L41
L44
L46
L48
L49

N
I
Bearing Distance
1 86'-45'-27" W 162.38'
3 89'-57'-46" E 133.69'
1 59'-50'-48" W 49.92'
i 29'-30'-56" W 50.62'
i 59'-47'-11" E 77,39'
i 1'-43'-19" W 225.61'
38'-40'-05 W 61.88'
1 89'-58'-Ot" E 45.39'
1 00'-05'-28" E 14.67'
1 51'-16'-45" W 4.15'
1 14'-58'-36" W
'
" 135,74'
'
, 75'-42
-25
E
" 90.02
1 00'-51-56
W
'
" 54.67;
J 00-51
-56
W
' 2.52
J 88'-51
-13 W
'
" 165.98
-48
J 85-12
W 92.14
i 32'-28'-43" W 20.09'
J 87'-37'-15" W
- 91.06'
02'-16;-40.
W
> D2'-16 -40 W 43.49;
16.52
> 87'-59'-33" W 148.59'
1 87'-19'-24" W 14.23'
> 19'_31'-23" W
'
" 104.17'
89'-56
-32
E
'
" 169.03;
i 87'-07
-03
E 219.86
1 83'-27'-57" W
,
' 239.41'
1 86'-28
74f-
, w
, 19'-31' ?j Id
?'-'3
, ?'
soo' I11N 2 7 20 8

ucNr, ,
WE ANDS AND STORMWAT BRANCH
ALREADY CONSTRUCTED
_.._ - -- - _ -- -- it
s
PERMANENT LEVEL
r ' BUFF TS: SP EADER-
Z? 0 1: 5 SF, °
l?
ZONE 2: 4,833 SF 70
A
?; >? ?a A N 1 I Ql { 1
.6?s ? N s i, m °' ?0v `?' ? ego2D s r w, ? A
A i
fr1 `?
STREAM TO BE
DID:
88 LF - i
2 0?

a ?
W
A 1
a
Wetland & Stream Impact Map
PIEDMONT CROSSING
BARROW ROAD
CITY OF HIGH POINT
GUILFORD COUNTY, NORTH CAROLINA
50' 25' 0 50' 100'
SCALE: 1" = 50'
Sheet 2 of 5
ALREADY CONSTRUCTED
W `\
F.J
na N \ \
m W ?
r I
a
o c
n
I
y y 14703A N

WETLAND AREA
REMOVED:
273 SF

? o7i \8j4
a \ sus
s
ss
I
nm
`e
\6
se
e
a
B
ro
?0
s?2
ALREADY CONSTRUCTED
I
86
1M00ES li 20CIL
1/?2634 SF O
E
r
/
(@,W-2
ISOLATED WATERS
OF THE STATE
REMOVED:
1149 SF
111301 L
ISOLATED ;V4
OF TH&N ST
Wetland & Stream Impact Map
PIEDMONT CROSSING
BARROW ROAD
CITY OF HIGH POINT
GUILFORD COUNTY, NORTH CAROLINA
rT 50' 25' 0 50' 100'
jr SCALE: 1" = 50'
'f Sheet 3 of 5
87
ALREADY CONSTRUCTED
N
ISOLATED WATERS
?' • 119128 OF THE STATE
d6it ' • IW-1
i ` ISOLATED WATER
\ 1913B OF THE STAT
azT6z •. TO BE REMO. D:
645 SF
91 + • 119148
%01
ofs; i
/ i
PO 4-2
INN-855.90
9158 TT 914A lkF
X06 II
c?06 i
:osll
11 J
tl60 m /
'Oee
C
1' l
,2 g1ti
'S!t
ti2
'eta
11a, a' ,

a,
JUIV G 1 LUU6
DENR - WATER QUAUTY
WETLANDS AND STORMAIATER BRANCH
I
B-2
BUFFER IMPACTS
ZONE 1: 4,126
ZONE 2: 1,38 SF
ivy-0
SOLATED WATERS
OF THE STATE
REMOVED:
1802 SF
Wetland & Stream Impact Map
ALREADY CONSTRUCTED CONSTRUCTION SEQUENCE FOR STREAM CROSSINGS PIEDMONT CROSSING
1. CONTRACTOR SHALL INSTALL TEMPORARY CREEK CROSSING BARROW ROAD
THE TEMPORARY CREEK CROSSING SHALL BE CITY OF HIGH POINT
INSTALLED ON THE UPSTREAM PORTION OF THE EASEMENT, AN GUILFORD COUNTY, NORTH CAROLINA
/ ?CL ADEQUATE DISTANCE TO ALLOW SEWER LINE INSTALLATION.
2. PRIOR TO INSTALLING THE SEWER LINE ACROSS THE CREEK, THE 50' 25' 0 50' 100'
/ CONTRACTOR SHALL INSTALL A TEMPORARY DAM UPSTREAM OF THE
CONSTRUCTION ACTIVITIES, AND PUMP THE STREAM FLOW AROUND THE
AREA OF DISTURBANCE. THE TEMPORARY DAM SHALL BE OF A SCALE: 1" = 50'
1 L NON-ERODIBLE MATERIAL SUCH AS SAND BAGS OR PLASTIC SHEETING
OVER STONE.
3. UPON COMPLETION OF THE SEWER LINE INSTALLATION CROSSING Sheet 4 of 5
/ THE CREEK, THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS
NTH RIP-RAP (SEE DETAIL).
/ 4. UPON COMPLETION OF RIP-RAP, THE CONTRACTOR SHALL REMOVE
THE TEMPORARY DAM, AND TERMINATE BYPASS PUMPING.
??CL 5. AT WHICH TIME THE SEWER LINE INSTALLATION HAS PASSED ALL
TESTING, AND THE AREA SEEDED, THE CONTRACTOR SHALL REMOVE
THE TEMPORARY CREEK CROSSING, AND RE-ESTABLISH ORIGINAL
L j/ CREEK BANK ELEVATIONS.
Al I I
??CL
CL J.
0
Z IV
SILT FZ CE T-2
ti (TYP.) TREAM TO BE ??ew
0 o TEMPORARIL
??CL ow m DISTURB
F
??ew
20LF
o
RARY FFE IMPACT ??ew
C? YD v ?• m p
N Z W a w ZOI? EJ31
82 SF .e
10
/N yN w N W Z0f1E 801 SF
d co N o ?N I 'l9 O?A ^W w °o a m 2,4' n? ti229A? R?e?
TEMP CREEK w o y
CR0 TE P' BYPASS
- \ PIPE 4L ti
SILT FENCE •F;?,, ?4. y ? ? ? w
T-1 6 (TYP.) a, lr. o
/ STR AM TO B19>
?'4/ ti ? ?22SAI
T V 7'
MPORARILY
DISTURBED:"'
/ 15 LF \ xr y N No
J s
MP RAR BUFFER IMPAC ?, 0 , "? '• ; •y ? y e>3 to
ZON 1: 2,210 SF 289
ZO E 2: 1,832 SF? ??29iB\
P ?n f0
T J? T-3
two WETLAND AREA
r
TO IMPACTED:
1, 52 SF ??
t CROSSINGEK? JUN 2 7 2008
UE"IR 4'AicR UAUTY
NETI(ANDS AM1 STORM ATER BRANCH
PIPE INSTALLATION (BOTH PIPES
1. THE CONTRACTOR SHALL SCHEDULE PIPE INSTALLATION IN A MANNER
TO PROVIDE FOR ITS COMPLETION WITHIN 6 DAYS. WORK SHALL BE
SCHEDULED DURING A TIME THAT WEATHER PREDICTIONS ARE
FAVORABLE FOR PREDOMINATELY DRY WEATHER PATTERNS. PRIOR TO
THE INSTALLATION, THE CONTRACTOR SHALL LIMIT ACTIVITIES WITHIN
THE TRIBUTARY AREA TO THE TEMPORARY RIP-RAP CREEK CROSSING.
2. INSTALL BYPASS CHANNEL ADJACENT TO THE PIPE. CHANNEL
DIMENSIONS SHOULD BE SIMILAR TO THOSE WITHIN THE EXISTING
DRAINAGEWAY. CONTRACTOR SHALL NOT DISTURB OR RELOCATE THE
EXISTING CHANNEL BEYOND THE LIMITS OF THE RIP-RAP PAD PROVIDED
TO ON THE PLANS.
3. INSTALL A WOVEN "POLY" FABRIC WITHIN THE BYPASS CHANNEL.
4, INSTALL COFFER DAM AT INLET SIDE OF FUTURE RIP-RAP PAD AND
DIVERT BASE FLOW TO BYPASS CHANNEL.
5, INSTALL PIPE AND INLET TOE WALL.
6. INSTALL RIP-RAP INLET AND OUTLET PADS.
7. DIVERT WATER TO PIPE AND BEGIN FILL.
TEMP. DIV.
CHANNEL
`EB-1 W
\:? y 4 ')9tJFFBR IM
Z@ _4-J 7,667 SF
Z NE 2: 41 12'--7„ X _S`
SIL ENCE 9{ C A.S. ARCH PIPE
TYP.
?.
F
< < ry 0 yy,
-'S_ s ?1
EAM `? 6N o?`r T y0s
D TURK
142, F? °?1° f E S/
/
\ T?p /SIL(ffE E =.y
s!
All,
B-3
BUFFER IMPACTS
ZONE 1: 5,511 SF
ZONE 2: 4,805 SF
RE PIED.
TOTAL IMPERVIMS A
WITHIN 100' UFFER:
2,984 SF
TONE OUTLET WEIRS (TYP.)
,ter
Wetland & Stream Impact Map
PIEDMONT CROSSING
BARROW ROAD
CITY OF HIGH POINT
GUILFORD COUNTY, NORTH CAROLINA
50' 25' 0 50' toe'
SCALE: 1 " = 50'
Sheet 5 of 5
?4209,3'
ALREADY CONSTRUCTED
TEMP, DIV.
CHANNEL

14210,3'
ii,no
WETLAND AREA
REMOVED:
2,244 SF
a WETLAND AREA N
REMOVE :
? y 511 SF
NCDOT

"7- ?
2 -EAM
(NCDOT
e?
ILT
s-z
STM
DIST BED:
67 LF
124 L,F 54" RCP
CE
II

L O:Nk-vVATeR?J,AUII'
WETLANDS ANDSrn??NaTkR BRANCH
RD
IMPACT MAP
PIPE CROSSING S-3
BARROW ROAD
CITY OF HIGH POINT
GUILFORD COUNTY, NORTH CAROLINA
40' 30' 20' 10' 0 40' 80'
SCALE: 1"=40'
lot
(n
?, 12
I
?y C.A.S. 85D.00
I
Q
F, L
F? s ?o6 8 0
2
P 12 „
Pi »
it ,?c`
p9? \ / it
i UN 2 7 200-s
0i1T? . 8 0. o
)CNR WAI ER QUAD II
iS r;ND sTaMA,aTFR a Ay,; o+oo
1+00 2+00