20190995 Ver 1_More Info Received_20190731

Strickland, Bev
From: Dan Zurlo <[e-mail]>
Sent: Tuesday, August 06, 2019 8:38 AM
To: Johnson, Alan
Subject: [External] Re: Preston park
Attachments: H_Impact Overviewptp.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Hi Alan,
I've attached impact figures that include the culvert details. I am working with the engineer to develop the SW
synopsis. Let me know if you have any questions.
Thanks,
Dan Zurlo
On Wed, Jul 31, 2019 at 4:52 PM Johnson, Alan <[e-mail]> wrote:
see where the site is below 24%, but can your provide info on how the SW is being
handled. It this a curb and gutter development? Where to the pipes discharge. Are grass
swales utilized to handle SW runoff from the street etc. Is there any overland flow prior to
discharge entering streams.
I didn't see culvert details for the two proposed culverts
Thanks
Alan
DWR
Dh&TAgn of Waftr RC-SOUrcCs
Alan D Johnson — Senior Environmental Specialist
1

NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
Daniel Zurlo
Project Scientist
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
Cell: 717-460-3466
Office: 704-527-1177
www.cws-inc.net

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DEMOLITION NOTES:
A \8
1. CON TRACTOR IS RESPONSIBLE FOR THE CO ORDINATION AND SEQUENCING OF DEMOLITION AS DESCRIBED
�\ N\2_\
BY THESE DOCUMENTS AND SPECIFICATIONS. CONTRACTOR IS TO OBTAIN ALL PERMITS.
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2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR RELOCATION WITH APPLICABLE
UTILITY COMPANIES, IE, GAS, CABLE, POWER, TELEPHONE, WATER, SEWER, ETC.
`
S S' UPON
PLATTING
= 3. CONTRACTOR IS RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIES DAMAGED DURING
CONSTRUCTION AT CONTRACTOR'S EXPENSE. /
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KARL FHABERYAN iy
4. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITEANDDISPOSEDOFPER
OS 5266 PG J52 "�'
_ LOCAL ORDINANCES.
PlO#205-032-i9
5. INDUSTRIAL BLVD, CRANFORD DR, FRANKLIN ST SHALL REMAIN OPEN AND UNOBSTRUCTED TO TRAFFIC AT
N
ALL TIMES.
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i 6. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE INDUSTRIAL DRIVE. CRANFORD AND FRANKLIN SHALL NOT BE
_
USED FOR CONSTRUCTION TRAFFIC.
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3 1. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION PER NCDOT STANDARD
DRAWINGS AND SPECIFICATIONS
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8. CONTRACTOR SWORK ALONG INDUSTRIAL BLVD,
ALLWITH
AND FRANKLIN ST
CRANFORD DR AND FRANKLIN ST WITH THE TOWN OF PINEVILLE.
THEDEMOLITIONTOWN OF
9, DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEMS) BY CONTRACTOR SHALL ALLOW FOR
_ CONTINUOUS USE OF THE SYSTEM(S).
\ /
1D. RE PAIR OR REPLACE ANY ADJACENT CONCRETE CURBING AND/OR SIDEWALK DAMAGED AS PART OF
I
- DEMOLITION PROCESS.
\
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S 11. FOR THE REMOVAL OF ASBESTOS -CONTAINING MATERIALS AND THE DEMOLITION OF BUILDINGS, FEDERAL
AND/OR LOCAL REGULATIONS REQUIRE THAT A THOROUGH INSPECTION BE CONDUCTED FOR
ASBESTOS -CONTAINING MATERIALS, PRIOR TO CONDUCTING A RENOVATION OR DEMOLITION ACTIVITY. THE
ASBESTOS INSPECTION MUST BE CONDUCTED BY A NORTH CAROLINA ACCREDITED ASBESTOS INSPECTOR.
g ALL REGULATED AND/OR FRIABLE ASBESTOS -CONTAINING MATERIALS IDENTIFIED DURING THE SURVEY,
3 WHICH WILL BE DISTURBED, MUST BE PROPERLY REMOVED BY ACCREDITED INDIVIDUALS BEFORE
BEGINNING THE RENOVATION OR DEMOLITION ACTIVITY.
n 12. EXISTING WELL(S) SHALL BE ABANDONED IN ACCORDANCE WITH NORTH CAROLINA ADMINISTRATIVE CODE:
15A NCAC 02C.0113
'-_ 13. NO HEAVY EQUIPMENT ALLOWED WITHIN TREE PROTECTION ZONE. ANY REQUESTED USE MUST BE
APPROVED BY THE TOWN'S URBAN FORESTER.
-_ 14. EXISTING SIGNAGE SHALL BE CAREFULLY REMOVED AND STORED UNTIL PROJECT COMPLETION AT WHICH
TIME SHALL BE REINSTALLED AT SPECIFIED LOCATIONS. CONTRACTOR SHALL COORDINATE FINAL
- LOCATIONS WITH CITY INSPECTOR.
j 15. EXISTING UTILITY NOTE: THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, AND EXISTENCE OF ANY
UTILITIES (ELECTRICAL, MECHANICAL, WATER, SEWER, TELEPHONE, GAS, STORM DRAINAGE, ETC) WITHIN
THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION. THE OMISSION OF, OR EXCLUSION OF UTILITY
LOCATIONS ON THE PLANS IS NOT TO CONSIDERED AS THE NON-EXISTENCE OR DEFINITE LOCATION OF DISTURBED AREA: 19.0 AC.
_ EXI STING UNDERGROUND UTILITIES. ANY DAMAGE TO THE UNDERGROUND UTILITIES SHALL BE REPAIRED AT
THE CONTRACTOR'S EXPENSE.
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PID #2050810] PID #20508116 SHEET
;onstruction crossing
K OAK
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°09.AQ If) fill (S2, 76 If), and rip rap outlet stabilization (S3, 27 If) 67
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EXISTING S4
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.D8271891 126 � �e 17
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PID #2050810] PID #20508116 SHEET
;onstruction crossing
`EXISTING S1 -S3 1 3�
WETLANDS TO BE
REMOVED 118 If of permanent impact due culvert installation (S1, 15
°09.AQ If) fill (S2, 76 If), and rip rap outlet stabilization (S3, 27 If) 67
\ \
EXISTING S4
WETLAND TO
REMOVED
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ietail sheet 2). 102
OT 54 \ \
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EXISTING 60' LOT 59
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DATE
69' VC
-1+50 -1+00 0+00 1+00 1+50
ORSON OAKS LANE PROFILE
CULVERT PROFILE - ORSON OAKS LANE 1" = 40'1
560
6M
550
545
IYm
530
10+00
R
CULVERT CROSS SECTION - ORSON OAKS LANE
11+00 12+00 13+00 14+00
ORSON OAKS LANE
a.
55541 j9—
\ 47 -0 000 000 /
o do 0 0 0 o
-- o.Soo Fp ,p�lr �
550 000 00000 0 0 0 000 ° i b° o `
EXISTING / 25' POLE ° oo / I °
PoWER PoLE / OFFSET Ory ° [ /
545 i I '\ J7 / 1
I00
r / 1I -- //°°
�TREAM
'
ICEN°TERLIN@oo
540 /
/FADWAII, 1r
'ROPO RECAST ARCH OBERIES /
`U ° 215, CONCH H, BURIED 44".CULVERT
° ° °/ /J3 T INSTApLLED BEHIND TOP CULVERT
-
535 I SEE DETAI!'S ON SHEET 6708.
o1 /
TiEADWAL
530
ha
14+50
1+12.56
TO OF/BANK
o to
/
/ EXl$TAtl(idf'DUKE PoWER
SW
8.6
o
11 as I C3
1" = 40' CULVERT PLAN VIEW - ORSON OAKS LANE 1.1 = 40'
q6 06/06/2019
V DRAWN BY
A. DALE
•j DESIGNED BY
O
• J. HORTON
• ❑ CHECKED BY
f
•w CSCALE
w SCALE
• a AS SHOWN
• o
•
•
0
CL
Lu
J W
Q
J z
V /
OLnNO
J O
Ln
J Ln
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z
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W LL U UI
u �z
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u (n�z
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z O �
LL U
z Lu
a
W
LL �
p'.1oE
HIGH PT STA
= 11+40.08
HIGH POINT ELEV
= 547.34
PVI STA=
1+46.23
PVI ELEV
547.55
LOW POINT TA = 13+33.50
LOW POINT LEV = 545.20
- _
PVI STA 13+51.88
69' VC
PVI EL = 544.56
A.D. 3.95%
+�
K= 5.00
138' VC
0
ED
PROPOSED GRA
1E
pp
W
41
W
j
W
m U
'
1.01%
Um
UW
>
.00%
-1.45%
m
'TO
MWATER
-36-RCP
\
—21
RCP
EXISTING G
OE
EXISTING
{/l'
HANNELJ
PROPOSEDP
ECASTARCH
O SERIES 02
5 BY CONTECH. BURI 14".
CULVERT TO
5EINSTALLED BEHIND TOP
OF BANK. SEE
DETAILS ON SHEET C 708.
ON
A�
p�
OI$
VJM
ON 1.�
R
CULVERT CROSS SECTION - ORSON OAKS LANE
11+00 12+00 13+00 14+00
ORSON OAKS LANE
a.
55541 j9—
\ 47 -0 000 000 /
o do 0 0 0 o
-- o.Soo Fp ,p�lr �
550 000 00000 0 0 0 000 ° i b° o `
EXISTING / 25' POLE ° oo / I °
PoWER PoLE / OFFSET Ory ° [ /
545 i I '\ J7 / 1
I00
r / 1I -- //°°
�TREAM
'
ICEN°TERLIN@oo
540 /
/FADWAII, 1r
'ROPO RECAST ARCH OBERIES /
`U ° 215, CONCH H, BURIED 44".CULVERT
° ° °/ /J3 T INSTApLLED BEHIND TOP CULVERT
-
535 I SEE DETAI!'S ON SHEET 6708.
o1 /
TiEADWAL
530
ha
14+50
1+12.56
TO OF/BANK
o to
/
/ EXl$TAtl(idf'DUKE PoWER
SW
8.6
o
11 as I C3
1" = 40' CULVERT PLAN VIEW - ORSON OAKS LANE 1.1 = 40'
q6 06/06/2019
V DRAWN BY
A. DALE
•j DESIGNED BY
O
• J. HORTON
• ❑ CHECKED BY
f
•w CSCALE
w SCALE
• a AS SHOWN
• o
•
•
0
CL
Lu
J W
Q
J z
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Detail Sheet 3
NPDES SIR—WaIBI D I-Oge Po l for Ccnsimwen ActiAiea INCGOI I NCOENRN'Nison cr Energy. M-4 am Lad R—.—.
2
%A"
STABILIZATIONTIMEFRAMES
-,s':
iEnecl ire A.9 3. Z11 11)
•. �PHER �'..•••
•1n,1""' 06/06/2019
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME E](CEPTIOHS
I n
perimeter eika3, awa[aa, dkDheR etepas
5 days
y
Rolle
E
E
0 3
�1 High Q-3ity Water (H4W) Zvnes
5 days
None
a u 3
x+ rbw-c J 101 Rx2Ra
Y
a G ry
O
am.
SlDpes sleeper than 3:1
5 days
IF slopes are 10' or lass in length and are
+Rr Wy
z o � �
u' v
3
12i
u�
not amepar than 2'1, 14 days era allowed.
< � x
o
z
�u�
mo
Z
�
O Z
O
Slopes 3:1 or flatter
5 days
5 days for slopes greaterthen SO' in hinglh,
m
y
All Other areas with slopes flatter Ihan 41
5 days
Nvne, except for perimeters and HOW Zonae,
TO SCALE
0
w
TOWN OF PINEVILLE
LLE
J
LAND DEVELOPMENT STANDARDS
SLOPE STABILITY
�
a
an.1s
0
NOT USED NTS
STABILIZATION FRAMES NTS
SLOPE STABILITY NTS
JAM
m
a1u
82
LL
v z W
0
F e
GENERAL NOTES
NOlE9
ortn mru ec n.uMrn m lwrxar Trs
, uT luoa
. 1w1•e[1 ar ww a
sunXIT xn�wv.
Ef
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ar srATac ro
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2. • WD M 9 ONE —Affik 1urARA01agr0
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NONE N M =CI ula[i6 00 ILMT11Hr w+s w=T Rw n axn X..
m
�
0
DATE
%`aW00CTy -- HAUL •50Tr0111L �[[xMry % NIT
WSr N WT
f AG`L yRr.rE sr•u x r,Tcc v aoors, sat DLaas
] M.L bsT1RREn rA4ER qq N1U wers •A[ m RE 2,_= 1w1o] to r,c aD
IX CW rtlur[ eNr.
•. LpR Lw10CR axOK•L COHLT1uCT M aTaso amw pr o1� 9aC
Z
z
12/20/2018
TOP a STREAM
srGx; u,xz �.rUpr+"+r[rS 4au HAI[ WW %R
CSaTACT. P /� aim a.ITgµ nT
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eooa IXal"sq CG51RUCMe w M rnROyTL R[.
u
DRAWN BY
BAR[
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a M IXTwL SNO'•w K iCe so"r Wn1c %W Gu.Ct ! Acv
w rrcA.
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-D N�EscPau sTr2Nwm p.11 rao nw.lNcruRans
T • Ipnyq,wv NRC a] PwP rxi IX "Y.TA ,rn ro C1HI1p
and rw. puNNC wslKucnn•
DALE
DESIGNED BY
7. HORTON
DAA•Lrni
vrtC1' M SCOMENTAL
BLOq[ wA11
r r
M• rn, yao-� xTf.• . 1
j
•
•
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•
a�eu.'r ar[E ¢tom o4tl YAw[ ISM MNG) AT '00';WT
0
CHECKED BY
i
•
yV "1010 M C9NL]I %M 2" i
•
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-- r�
_ 3 IIP3
_ r
s w'ifI1CAY
vRe"raLr nans ALLO•k
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C*FK n
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C. TODD
SCALE
AS SHOWN
SILT fL]ILL
r
11ERANDE'�
�.
----------- -- -
-. �'/•
im 1.10114 1 ,OV
=O
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WTI dR OIfiE00w wfdATO.r
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u
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lI.,ti1u',ur
`
woLn rc raTw GOTH
"rase � .aTnc eaAus r•Am
1x+•pwcl✓r rNTetu TO +� n sl.ac
NOT TO SCALE
NOT TO SCALE
J
J
TOWN OF ENT S LLE
UNO OE4ELOPMEHT STANDARpS
EMBANKMENT MATTING DETAIL
TOWN OF ENT STN
UND pEVELOPMEHT S7ANDAR65
CONSTRUCTION W THIN CREEK CBANK
(FOR USE WITH ROAD CROSSINGS,
ROSSINGS,
0-
CROSSINGS & CULVERT CONSTRUCTION .10.18
�
OwUTiL1TY
STREAM DIVERSION NTS
EMBANKMENT MATTING DETAIL NTS
CONSTRUCTION WITHIN CREEK BANK NTS
JZ U
J
p
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W stRutl .0 w TpKEA rSfDEO
naffs:
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zz
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z
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PUk RIMY w111dui Ovt:RTOVFrre
w
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RESLOPE EXISTING STREAM BANK TO ORIGINAL
A pwTc t"ar [cool RVR xT.aTa*• A* M MUT
llnt•c NON-[Raa.e roR m`
W NNE
J
z
CONTOURS AND STABILIZE WTH NATIVE PLANT SEED
MIX PER EROSION CONTROL NOTES.
Ira
w
m
INSTALL NORTH AMERICAN GREEN 5-756N MATTING OR
Q
z
J w
J
I EOIIA.L ON STREAMBAHK WHEN SEEDING IS COMPLETED.
rrNn sTac
Z
/ n J
`•J
rn
-'
BANKFULL ELEVATION NORMAL STREAM LEVEL
ANCHOR FABRIC 6"
IN Tp EARTH FILL —
U
^ a
O
z
FILTER FABRIC I — RRIES 6« 12»
(MIRAFI 14ON OR EQUAL) T I �— _��-- -----STREALA
sIN[A. a
a• rosea sr
�WE oaeonw..
r�K
ytr rE„a
` SsrL No+E s1
ire
O
Z
O
I�..•L/
U
O
O
Ia >•
Lgfl(
}j,a
12• NA GREEN ECOSTAKES Il'�r 1�II
— BED ELEVATION
wars `
Iwr`pci O1rs o�AM.
1Nc R>a As a rxm er r]sccM
LL
z
Lu
i
w
W nt m ec vcaorm
I SO?z
a"a4,ue n• wl �_
TYPICAL STREAM BANK STABILIZATION
[ rprE
ro'b[ P f 9 .MI, AOPEI 10A,pp,'L
a+•ew Pct na or, ENO.4FA w uor
U
(NO FERTILIZER TO BE USED WITHIN 10' OF BANK)
sliAm�la+naF
NOT TO SCALE
HOT TO SCALE
TOWN OF PINEVILLE
WE
TEMPORARY STREAM CROSSING
TOWN OF PINEVILLE
TEMPORARY
—
oe�NJO.LAND
OE4ELOP�IENT STANDARDS
3o.ia
IAND f7LVELOPMENT STANDARDS
SILT DITCHI
30.05
4lEN
S46
HEET NO.
TYPICAL STREAM BANK STABILIZATION NTS
TEMPORARY STREAM CROSSING NTS
TEMPORARY SILT DITCH NTS
C-705

DWR
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