20160035 Ver 1_More Info Received_20160227

Homewood, Sue
From: Justin Milstein <[e-mail]>
Sent: Wednesday, February 17, 2016 4:23 PM
To: Bailey, David E SAW
Cc: Homewood, Sue
Subject: RE: Crosslink Community Church PCN, Mebane, Alamance Co.; SAW -2016-00108
(UNCLASSIFIED)
Attachments: C1 0 - Existing Conditions Plan Sheet.pdf, Crosslink Community Church Impact Maps
021716.pdf, CrosslinkCommunityChurch_PCN_Signed_021716.pdf; Crosslink
Community Church -Response to USACE 011916.pdf
David,
Attached you will find the updates to the PCN, impact maps, existing conditions plan sheet requested for Crosslink
Community Church. Please let me know if you need anything further.
Sincerely,
Justin Milstein
-----Original Message -----
From: Bailey, David E SAW[mailto:[e-mail]]
Sent: Tuesday, January 19, 2016 3:08 PM
To: Justin Milstein <[e-mail]>
Cc: Homewood, Sue <[e-mail]>
Subject: Crosslink Community Church PCN, Mebane, Alamance Co.; SAW -2016-00108 (UNCLASSIFIED)
CLASSIFICATION: UNCLASSIFIED
Justin,
Thanks for your PCN and attached plans dated 1/6/2016, received 1/11/2016 via email, for the above referenced project.
I have reviewed the information and need clarification of the following before proceeding with verifying the use of a
Nationwide Permit:
1) Note that the Nationwide Permit number appropriate for this project is NWP 39 (see PCN section A.1b.);
2) Please update the plan sheets to show the post -verification site visit location of waters of the US, including wetland line
Z;
3) Please update the plan sheets to show the extent of the proposed temporary impacts to the stream. Note, if this area
is within the footprint of the proposed rip rap dissipater pad, it should not be double counted as a temporary impact
(update the PCN accordingly);
4) Please include a profile view of the proposed crossing. The culvert pipe need not be buried, as it connects directly with
an upstream dam; however, the pipe should be set flush with existing stream grade. Also, rip rap pads at the outlet of
culvert pipes are often set such that the top of the rip rap is no higher than the stream bed grade and elevation; the
profile plans should reflect this, unless otherwise explained as not practicable;

5) Please clearly show the extent of the existing culvert pipe and fill on the plans, as this footprint would not be
considered a regulated impact, update the PCN accordingly.
Please submit the above information (via e-mail is fine) within 30 days of receipt of this Notification, otherwise we may
consider your application withdrawn and close the file. If you have any questions please let me know.
Sincerely,
Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0.
CLASSIFICATION: UNCLASSIFIED

IPF - IRON PIPE FOUND
IRF - IRON ROD FOUND
IPS - IRON PIPE SET
PT - CALCULATED POINT
CM - CONCRETE MONUMENT
FIRE HYDRANT
0 ELECTRIC BOX
0 TELEPHONE PEDESTAL
© CABLE TV PEDESTAL
POWER POLE < GUY
O-* LIGHT POLE
I YARD LIGHT
LEGEND
Q BOLLARD SIGN DEED LINE
�0 MH DRAINAGE pJ SPRINKLER HEAD - - - - LINE NOT SURVEYED
O$ MHSAN/TARY ® SPRINKLER VALVE ------------------------STORM LINE
© MH ELECTRIC ® GAS METER - - SAN- - SANITARY LINE
OT MH TELEPHONE 4 GAS VALVE X X FENCE
MH WATER P OHP OVERHEAD POWER LINE
o FLAG POLE G PAINTED GAS LINE
® SPRINKLER BOX GROUND LAMP UGP PAINTED POWER LINE
Q ELECTRIC METER STM - - - PAINTED STORM LINE
Q❑ CLEAN OUT OW WELL - - UGT- - PAINTED TELEPHONE LINE
WATER METER p MAILBOX ^V- PAINTED WATER LINE
® WATER VALVE EDGE OF UNDERBRUSH
O ROOF DRAIN
BRICK CONCRETE
WETLAND X I I
STREAM D
ZONE 2 : 20' I (INTERMITTENT)
STREAM BUFFER
WETLAND Y
ZONE 1 ; 30'
STREAM BUFFER
\/ N
r
/
S90
`\�\ \ \ \� \� ��60 \ \\
\ PQND \A\ N-1
\ _ -
/ 1001.10,
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\ \ \ \ \ \ \ \ \ \ - _ _ 26,10, ��`600 - - HOELLER INVESTORS CORPORATION
DB,472 PJ9 I
_ _ PIN:9813588901
74.89 AC. REMAINING I
Ln 1 \ \ \ \ \ \ \ \ \ \ ) / (PER DEED)
0� I I I 1 \ \ \ \ \ ` LAND USE: SINGLE FAMILY (010)
In I I I I \��� \ \ \ \ \ \ \ \ \ \ \ app \ / 600 ' _ TAX DISTRICT: 45-E ALAMANCE
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\\\\\ \\\ \ \ I _ / I I I I o I \ I I _ - _ _ - // - I I I I PROD
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LAND
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STREAM BUFFER / \ / \ \ \ \ \ - - - - - - \\ ✓ s
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Top=583.70' \\ \ \ \ \ _ - / - _ \ \ \ \ \ \
Wet well \ \ \ _ s�80- �_ _--- -- --// 4' P INV RT
\\ \ --- EL 5 .57'
_ \
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Inv out=572,86' \ \ \ _ S. 2898'- _ \ / - - \ \ ` \ W \ \ \ \ \ \ \ 590 _ / /
Inv out=579,8 \ 20' / \ 77. \ ` \
STREAM BUFFER / \ / \ �\ STREAM \B \ \ \ \(16,1\8 ACS EXCLUDING R/W3 / / / / / / / 6 /
\ (INTERMIT\TENS) \16, 4� �4C, , EC - - - - / / I \ / i - / - '
\ 'RCP INV-----,.--- � / / �� / � i
\ \ \ \ \\ \\ EL 579.10'\ \ \ \ \ \ \ \ \ _ _ - / / I \ / / / �O / / / / / / / �"' / -
\ \ \ \ \ \ \ / \ /\ ONE 1 30' \\ ` \ \ \ \ _ - - - - - - - _ /
\ / STREAM BUFFER _ \ � \ � _ �
585 / ) / / / - - - / / /�
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/ NTERLINE OF McADAMS / / �/
CREEK PROPERTY \ \ _ \ \ - \ - - - - / / / / / / / / / Gj / / / / ' p/ / I I HAROLD T. & PATRICIA JONES
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/ / \ \ \ TRACT I
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\ - � PIN�9813388570
\ \ \ / / / / / / / / / / \ LAND USE, SINGLE FAMILY (010)
_,AXA
SCALE 1"=50'
NOR
0 50' 100'
L_
Aft - - - - - - - - _ \ - - \ \ \ \ \ / / / / / / / / / / / / / TAX DISTRICT, 45-E ALAMANCE
1 \
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p 9� DB.1529 P,248 \�_ -`yam /� _ �' _ - _ _ _ - / �'\ / 72. 10 Ir l BARRY H. & DIANE T. BURGESS
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TAX DISTRICT. 45-E ALAMANCE \ �� _ \ / IIII /// \ \\ _ - _ aft J LAND USE: SINGLE FAMILY (010)
_ \
/� r ' / // / TAX DISTRICT 45-E ALAMANCE \
Me 4,
_-
STREAM A
(MCADAMS CREEK)
73
(PERENNIAL) \ -� 116\
kj
LARRY G, PARKS AND BILLIE A. PARKS TRUST \ THOMAS B. & MARY STANCELL \
DB,2733 P,181 DBA29 P.880
TRACT 4 LOT 4
\ PB.59 P,121
PB.22 P.73 PIN19813492013
\ PINi9813398259 LAND USE, VACANT LAND (501)
LAND USE SINGLE FAMILY (010) TAX DISTRICT: 45-E ALAMANCE
TAX DISTRICT, 45-E ALAMANCE
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DATE
I1-23-15
DRAWN BY
B. CHAMBERS
DESIGNED BY
A. CARROLL
CHECKED BY
A. CARROLL
SCALE
1 "= 50'
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JOB NO.
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LINE TABLE
LINE
LENGTH
BEARING
L1
22.04
S43'34'54'W
L2
166.25
N39'36'37'E
L3
80.15
N39'29'44'E
L4
84.92
N33'16'24'E
L5
46.14
N56'21'37'E
L6
81.08
N45'46'05'E
L7
105.28
N48'38'20'E
L8
56.03
N41'06'49'W
L9
54.67
N34'15'06'E
L10
63.20
N62'28'22'E
L11
89.71
N40'18'50'E
L12
45.82
N16'37'25'E
L13
127.51
N44'06'48'E
L14
29.09
N08'39'45'E
L15
64.16
N05'25'03'W
L16
29.70
N37'11'56'E
L17
28.74
S84'43'15'E
L18
51,38
N22'37'19'E
L19
122.42
N52'12'16'W
L20
51.58
N14'50'19'E
L21
27.00
N00'51'41'W
L22
63.67
N56'24'01'W
L23
69.41
N05'23'04'E
L24
71.90
N16'59'49'E
\/ N
r
/
S90
`\�\ \ \ \� \� ��60 \ \\
\ PQND \A\ N-1
\ _ -
/ 1001.10,
/ - - 1600' / I I I I \ \ \ \ \ \ \ \ \ \ \ \ rpTAL'104 • _ _ - - - - - - - - - -
\ \ \ \ \ \ \ \ \ \ - _ _ 26,10, ��`600 - - HOELLER INVESTORS CORPORATION
DB,472 PJ9 I
_ _ PIN:9813588901
74.89 AC. REMAINING I
Ln 1 \ \ \ \ \ \ \ \ \ \ ) / (PER DEED)
0� I I I 1 \ \ \ \ \ ` LAND USE: SINGLE FAMILY (010)
In I I I I \��� \ \ \ \ \ \ \ \ \ \ \ app \ / 600 ' _ TAX DISTRICT: 45-E ALAMANCE
\ \ \ \ \\ \ \ / I I I I I II\\ \ \ \ _ _ / / - - l I I I I S63'G76.i3�' E
\\\\\ \\\ \ \ I _ / I I I I o I \ I I _ - _ _ - // - I I I I PROD
0� EXISTING POND \ 1 I I I \ \ \/ _ _ _ _ _ _ - - - - / / - _ / / 95 ' I I I I I CONTROL
5 I I CORNE
WETLAP�D Z I I \ \ \ \ \ � \ � / / I 1 � � � i � ' _ - - - � � / � N I \ \
\S9 \\\\
BRODIE C. & LYNN H. C
O
VINGTON(APPR IMATE I
LATION) 4,) DB.1426 P,364
P50 \\\ PIN:9813557432
LAND
USE,
GENA
TAX DIS45E ALAMANCE5/822 I \
90
( I lif \ \
\ \ \\ \ \ \\\ - - - - "STREAM BUFFER,
STREAM BUFFER / \ / \ \ \ \ \ - - - - - - \\ ✓ s
h / / l / � l I � ) � STREAM C
B' PV -INVERT
-590 _ \ \ 1 EL: 580.01'(INTERMITTENT)
? oil
8' PVC INVERT/ /\_ b ) \ / \ 590 / / / / l l / 1 1 , / 11 I
ELI 580,03' - -\\ - _ =� - / _ _ _ - ' \ I ' /
1 \ / / / / 1 1 /
/ 0 I
W' II
BUFF RIl:R 1
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\ _-- -------- -- / ,
Inv In=582,06' I \ _ � / I I \ � / / / / � l I / \
topI / ST EA BUTF R 57 4�' /
Pump station \\ �ip TJ \ \\ \ 18' RCP INV
invin=572,64' / \\ �V \ l
(from ssmh A) f \ ELS 579.15' /
41
Bottom=561,72' \\ \ \ \ / - �' II - \ \ \ 9p \ / I _ _ _ - _ / o / / / / / / �M /
Top=583.70' \\ \ \ \ \ _ - / - _ \ \ \ \ \ \
Wet well \ \ \ _ s�80- �_ _--- -- --// 4' P INV RT
\\ \ --- EL 5 .57'
_ \
Hotbox- \ \ \ \ \ / I CO / / / / / / I41
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Inv out=572,86' \ \ \ _ S. 2898'- _ \ / - - \ \ ` \ W \ \ \ \ \ \ \ 590 _ / /
Inv out=579,8 \ 20' / \ 77. \ ` \
STREAM BUFFER / \ / \ �\ STREAM \B \ \ \ \(16,1\8 ACS EXCLUDING R/W3 / / / / / / / 6 /
\ (INTERMIT\TENS) \16, 4� �4C, , EC - - - - / / I \ / i - / - '
\ 'RCP INV-----,.--- � / / �� / � i
\ \ \ \ \\ \\ EL 579.10'\ \ \ \ \ \ \ \ \ _ _ - / / I \ / / / �O / / / / / / / �"' / -
\ \ \ \ \ \ \ / \ /\ ONE 1 30' \\ ` \ \ \ \ _ - - - - - - - _ /
\ / STREAM BUFFER _ \ � \ � _ �
585 / ) / / / - - - / / /�
oI
/ NTERLINE OF McADAMS / / �/
CREEK PROPERTY \ \ _ \ \ - \ - - - - / / / / / / / / / Gj / / / / ' p/ / I I HAROLD T. & PATRICIA JONES
LINE-`�\ \ _�_ 580 - ' \ _ _ _ `Jvs \ \ _ _ _ - - - - _ - ' _ / / / / / r ' / / ' /
DB,419 P,344
/ / \ \ \ TRACT I
`\ \ \ \ - - - STREAM BUFY�R _ - - \ \ - - - / / / / / / // // / // / / / / / / / SII PB22 P,73
\\ \ \ -575 \ ♦ \ - / a
HEADWALL \ \ \ \ \ \ _ �\ \ ♦ \ _ - _ \ \ _
'S80,- - \ \ \ - _ - 11 b6 / / / / / / / /
\ - � PIN�9813388570
\ \ \ / / / / / / / / / / \ LAND USE, SINGLE FAMILY (010)
_,AXA
SCALE 1"=50'
NOR
0 50' 100'
L_
Aft - - - - - - - - _ \ - - \ \ \ \ \ / / / / / / / / / / / / / TAX DISTRICT, 45-E ALAMANCE
1 \
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<0,9nOy\ \\\\ � � � \ - � ��,�\ \ / � / \ \ ♦ \ _ - - � \ \ - - _ - - _580'
'A goy VERNON D. CLAPP _ "\ \ / 1 \ - - - - - - - - - - - - - ' / / / �� / / ; �5
p 9� DB.1529 P,248 \�_ -`yam /� _ �' _ - _ _ _ - / �'\ / 72. 10 Ir l BARRY H. & DIANE T. BURGESS
<" f PB,22 P.73 7 --Z:
O / 5778 _ _ _ / / / II DB,1003 P,185
�p PB.61 P,96 \� / 1 \ p �'` -�! - - _ - - - - - - _ r / / -1 ��/ / 11 / TRACT 2
�y PIN!9813494621 \\� / 7 /j /i ` _ - ! ` Yz _ - _ _ _ - _ - - / / / / /I / /1 PB,22 P.73
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LAND USE, SINGLE FAMILY (010) \\�\ / �+ ./j III /,S l - \ _ _ - - - _ _ 1100 _ _ -SSS\ - _ - / / /� / / PIN:9813388737
TAX DISTRICT. 45-E ALAMANCE \ �� _ \ / IIII /// \ \\ _ - _ aft J LAND USE: SINGLE FAMILY (010)
_ \
/� r ' / // / TAX DISTRICT 45-E ALAMANCE \
Me 4,
_-
STREAM A
(MCADAMS CREEK)
73
(PERENNIAL) \ -� 116\
kj
LARRY G, PARKS AND BILLIE A. PARKS TRUST \ THOMAS B. & MARY STANCELL \
DB,2733 P,181 DBA29 P.880
TRACT 4 LOT 4
\ PB.59 P,121
PB.22 P.73 PIN19813492013
\ PINi9813398259 LAND USE, VACANT LAND (501)
LAND USE SINGLE FAMILY (010) TAX DISTRICT: 45-E ALAMANCE
TAX DISTRICT, 45-E ALAMANCE
3 _ \
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0
DATE
I1-23-15
DRAWN BY
B. CHAMBERS
DESIGNED BY
A. CARROLL
CHECKED BY
A. CARROLL
SCALE
1 "= 50'
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575
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0+00 0+50
CULVERT PROFILE
590
585
580 03 30 1�50\�
S4
575
570
1+00+10
H: 1" = 40'
V:1"=4'
\
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Inv in=582.06'
Pump station \\\ \, CPO
inv in=572,64'
(from ssmh A) \\ \ Y
Bottom=561,72'
Top=583.70'
Wet well \
Hotbox \\
ssmh A \\
Rim=583,48'
inv out=572.86'
inv in=572,96'(plug)
Inv out=579,86 \\
0
HEADWALL HEADWALL
ZONEIE2
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STREAM
ZO20'
STREAM BUFFER
,
CA
v
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A y�Z
STREAM CROSSING CONSTRUCTION SEQUENCE
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND
BED, AND APPROACH TO A MINIMUM.
2. INSTALL A ROCK DAM UPSTREAM AND DOWNSTREAM. USING
CLASS B RIPRAP (D50=13") ON THE FRONT AND #57 STONE
ALONG THE BACK TO MAKE THE DAM IMPERMEABLE.
3. HAVE PUMP IN PLACE FOR FLOWING STREAM TO PUMP WATER
FROM UPSTREAM DAM PASS THE DOWNSTREAM DAM TO DIVERT
FLOW FROM STREAM CROSSING DURING CONSTRUCTION.
4. DURING CONSTRUCTION ON NORMAL FLOW THERE WILL BE
SEEPAGE AND A SEDIMENT BAG ON A STONE BED, SHALL BE
USED TO PUMP SEEPAGE TO A SEDIMENT BASIN ONLY IF NEEDED
DURING CONSTRUCTION.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN PUMP AROUND AS
NEEDED. ROUGH GRADE CROSSING.
6. INSTALL FILTER CLOTH AS NECESSARY.
7. INSTALL PIPE CULVERTS AND BACKFILL PROPERLY.
8. INSTALL DISSIPATER PADS AT PIPE OUTLETS.
9. INSTALL PROTECTIVE GROUND COVERS TO PROVIDE
PERMANENT EROSION PROTECTION AND IMPROVE VISUAL
QUALITY BUT NOT INTERFERE WITH DRIVE LINE OF SIGHT FROM
THE ROADWAY.
10. STABILIZE ALL DISTURBED AREAS BEFORE DIVERTING WATER
THROUGH STREAM CROSSING.
11. UPON COMPLETION OF CROSSING WITH AREA STABILIZED, THE
UPSTREAM AND DOWNSTREAM DAM MAY BE REMOVED.
12. REMOVE PUMP AND SEDIMENT BAG PUMP IF IN USE.
13. ENSURE THAT PERMANENT MEASURED NEEDED TO CONTROL
EROSION ARE CONSTRUCTED ACCORDING TO PLAN TO ENSURE
ALL EROSION REQUIREMENTS ARE MET.
EXISTING POND
EL: 580,03'
° --
_-
°°° °�° °°
° °
OU LET PROTECTION
L=16',W=18.'
D50
ZONE 2:20' (16,18 AC, E
STREAM BUFFER
\ 16.42
ZONE 1
STREAM BUFFER
ENTERLINE OF McADAMS
CR THE PROPERTY
/LINE
L4 i �\
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D. CLAPP
DB,1529 P,248 5
PB,22 P,73
PB,61 P.96
PIN:9813494621
LAND USE: SINGLE FAMILY (010)
TAX DISTRICT: 45-E ALAMANCE
3
SCALE 1"=40'
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coZ
\ \ EXISTING CULVERT
PERMANENT
STREAM IMPACT
PROPOSED CONDITION
SCALE: 1 " =20'
PERMANENT
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i'
ZONE 2 IMPACT: 1,553 SF
STREAM IMPACT: 69 LF
\
EXISTING CULVERT �\ \
\\
TEMPORARY
STREAM IMPACT
CREEK BANK
EXIST. GRAVEL ROAD
ACCESS DRIVEWAY
ZONE 2: 20' BUFFER
ZONE 1: 30' BUFFER
70
O
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ZONE 1 IMPACT: 1,345 SF
ZONE 2 IMPACT: 828 SF
STREAM IMPACT: 12 LF
EXISTING CONDITION
SCALE: 1" =20'
CREEK BANK
EXIST. GRAVEL ROAD
EXISTING FILL
(1,823 SF)
ZONE 2: 20' BUFFER
XX—
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STREAM BUFFER
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STREAM CROSSING CONSTRUCTION SEQUENCE
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CLASS B RIPRAP (D50=13") ON THE FRONT AND #57 STONE
ALONG THE BACK TO MAKE THE DAM IMPERMEABLE.
3. HAVE PUMP IN PLACE FOR FLOWING STREAM TO PUMP WATER
FROM UPSTREAM DAM PASS THE DOWNSTREAM DAM TO DIVERT
FLOW FROM STREAM CROSSING DURING CONSTRUCTION.
4. DURING CONSTRUCTION ON NORMAL FLOW THERE WILL BE
SEEPAGE AND A SEDIMENT BAG ON A STONE BED, SHALL BE
USED TO PUMP SEEPAGE TO A SEDIMENT BASIN ONLY IF NEEDED
DURING CONSTRUCTION.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN PUMP AROUND AS
NEEDED. ROUGH GRADE CROSSING.
6. INSTALL FILTER CLOTH AS NECESSARY.
7. INSTALL PIPE CULVERTS AND BACKFILL PROPERLY.
8. INSTALL DISSIPATER PADS AT PIPE OUTLETS.
9. INSTALL PROTECTIVE GROUND COVERS TO PROVIDE
PERMANENT EROSION PROTECTION AND IMPROVE VISUAL
QUALITY BUT NOT INTERFERE WITH DRIVE LINE OF SIGHT FROM
THE ROADWAY.
10. STABILIZE ALL DISTURBED AREAS BEFORE DIVERTING WATER
THROUGH STREAM CROSSING.
11. UPON COMPLETION OF CROSSING WITH AREA STABILIZED, THE
UPSTREAM AND DOWNSTREAM DAM MAY BE REMOVED.
12. REMOVE PUMP AND SEDIMENT BAG PUMP IF IN USE.
13. ENSURE THAT PERMANENT MEASURED NEEDED TO CONTROL
EROSION ARE CONSTRUCTED ACCORDING TO PLAN TO ENSURE
ALL EROSION REQUIREMENTS ARE MET.
EXISTING POND
EL: 580,03'
° --
_-
°°° °�° °°
° °
OU LET PROTECTION
L=16',W=18.'
D50
ZONE 2:20' (16,18 AC, E
STREAM BUFFER
\ 16.42
ZONE 1
STREAM BUFFER
ENTERLINE OF McADAMS
CR THE PROPERTY
/LINE
L4 i �\
VERNON4s- All
D. CLAPP
DB,1529 P,248 5
PB,22 P,73
PB,61 P.96
PIN:9813494621
LAND USE: SINGLE FAMILY (010)
TAX DISTRICT: 45-E ALAMANCE
3
SCALE 1"=40'
� o. P
�N 0 40' 80'
coZ
\ \ EXISTING CULVERT
PERMANENT
STREAM IMPACT
PROPOSED CONDITION
SCALE: 1 " =20'
PERMANENT
ZONE 1 IMPACT: 2,598 SF
i'
ZONE 2 IMPACT: 1,553 SF
STREAM IMPACT: 69 LF
\
EXISTING CULVERT �\ \
\\
TEMPORARY
STREAM IMPACT
CREEK BANK
EXIST. GRAVEL ROAD
ACCESS DRIVEWAY
ZONE 2: 20' BUFFER
ZONE 1: 30' BUFFER
70
O
TEMPORARY
ZONE 1 IMPACT: 1,345 SF
ZONE 2 IMPACT: 828 SF
STREAM IMPACT: 12 LF
EXISTING CONDITION
SCALE: 1" =20'
CREEK BANK
EXIST. GRAVEL ROAD
EXISTING FILL
(1,823 SF)
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PIN;9813588901
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
February 16, 2016
Mr. David Bailey
US Army Corps of Engineers
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587 0
N
RE: Crosslink Community Church - Response to Clarification Request u
Mebane, North Carolina (Alamance County): SAW -2016-00108 z
0)
Q)
Dear Mr. Bailey:
The following information is provided in response to your request for clarification and o
additional information dated January 19, 2016 regarding the Crosslink Community Church
PCN.
1. Note that the Nationwide Permit number appropriate for this project is NWP 39
(see PCN section A.1b.).
T
PCNApplication has been updated to reflect NWP 39. L
2. Please update the plan sheets to show the post -verification site visit location of
waters of the US, including wetland line Z. Ln
Existing conditions plan sheet has been updated to include all post -verification
locations of waters of the US, including wetland Z.
3. Please update the plan sheets to show the extent of the proposed temporary
impacts to the stream. Note, if this area is within the footprint of the proposed rip
rap dissipater pad, it should not be double counted as a temporary impact (update
the PCN accordingly).
Plan sheets have been updated to show the extent of the proposed temporary impacts to
the stream.
4. Please include a profile view of the proposed crossing. The culvert pipe need not
be buried, as it connects directly with an upstream dam; however, the pipe should
be set flush with existing stream grade. Also, rip rap pads at the outlet of culvert
pipes are often set such that the top of the rip rap is no higher than the stream bed
grade and elevation; the profile plans should reflect this, unless otherwise
explained as not practicable.
Profile view of the proposed crossing included on impact sheet. Please note that the
upstream invert of the 42 " culvert will need to remain buried 6 inches in order to
ensure proper cover.
M
Ln
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3
3

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
5. Please clearly show the extent of the existing culvert pipe and fill on the plans, as
this footprint would not be considered a regulated impact; update the PCN
accordingly.
Extent of the existing culvert pipe and fill are shown on the plans and the PCN has been
updated to exclude existing culvert impacts that would not be considered a regulated
impact.
Thank you for your review of this information. If you have any questions, please contact me at
(919-866-4508; justin.milstein&timmons.com or Scott Mitchell (919-866-4952;
Scott. mitchellktimmons. com).
Respectfully Submitted,
Justin Milstein, SSIT
Environmental Scientist
Enclosures:
Plan Sheet C8.0 — Stream Buffer Impact Map
Plan Sheet C1.0 — Site Survey (Existing Conditions)
Updated PCN Application

o -r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑✓ Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑✓ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑✓ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes[Z] No
For the record only for Corps Permit:
❑ Yes[Z] No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes[Z] No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes✓❑ No
2.
Project Information
2a.
Name of project:
Crosslink Community Church
2b.
County:
Alamance
2c.
Nearest municipality / town:
Mebane
2d. Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Crosslink Community Church
3b.
Deed Book and Page No.
Bk 3176 Pg 0554
3c.
Responsible Party (for LLC if
applicable):
Chet Sikes
3d.
Street address:
1030 Mebane Oaks Road
3e.
City, state, zip:
Mebane, NC 27302
3f.
Telephone no.:
919-304-0600
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Scott Mitchell, PE, LSS
5b.
Business name
(if applicable):
Timmons Group, Inc.
5c.
Street address:
5410 Trinity Road, Suite 112
5d.
City, state, zip:
Raleigh, NC 27607
5e.
Telephone no.:
919-866-4952
5f.
Fax no.:
919-859-5663
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
9813498204
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.055727 Longitude: -79.28826
1 c.
Property size:
16+/- acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Little Haw Creek
2b.
Water Quality Classification of nearest receiving water:
WS -V: NSW
2c.
River basin:
Cape Fear River Basin
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The land cover is a mix of forest and cultivated fields with an existing gravel road that roughly bisects the property. McAdams Creek flows along the
western boundary of the tract and two intermittent tributaries flow east to west into McAdams Creek. One of the tributaries is impounded to form a
small pond. There are numerous, small residential subdivisions off of Old Hillsborough Rd in this vicinity as well as a large municipal complex.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.009 ac wetland 1.12 ac pond
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,098 LF
3d. Explain the purpose of the proposed project:
The purpose of the project is to build a church for the expanding Crosslink Community Church congregation including utilities infrastructure.
3e. Describe the overall project in detail, including the type of equipment to be used:
Equipment typical for road construction, utility installation and grading will be used to construct the proposed project such as track hoes, bulldozers, du
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑✓ Yes ❑ No ❑ Unknown
Comments: Stream Determination
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Scott Mitchell, LSS, PE
Agency/Consultant Company: Timmons Group
Other: David E. Bailey USACE
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Stream/Buffer Determination Letter issued by City of Mebane.
Wetlands JD issued by USACE.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑✓ No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑✓ No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ✓❑ Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
W2
Choose one
Choose one
Yes/No
-
W3
Choose one
Choose one
Yes/No
-
W4
Choose one
Choose one
Yes/No
-
W5
Choose one
Choose one
Yes/No
-
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
No wetland impacts
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert, fill, riprap outlet pr(
UT to McAdams Creek
INT
Corps
3
69
S2 T
Culvert, fill, riprap outlet pr
UT to McAdams Creek
INT
Corps
3
12
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
81
3i. Comments:
S1 and S2 are impacts from road construction across the property to the church building and parking lot.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require miti ation, then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑✓ Other: Jordan Lake
6b.
Buffer Impact
number—
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 P
Installation of culvert, fill
No
2598
1553
B2 T
Installation of culvert
No
1345
828
B3 T
Building construction
No
0
7546
B4
Yes/No
B5
Yes No
B6
Yes/No
6h. Total Buffer Impacts:
3943
9927
6i. Comments: Authorization for Buffer Impacts are being requested through City of Mebane.
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Crossing of the stream is proposed at the location of an existing gravel drive crossing in an effort to minimize steam impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A pump -around system will be used during a period of low flow to minimize the stream impacts during culvert removal and new culvert installation.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑✓ No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ❑✓ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑✓ Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑✓ Yes ❑ No
See attached Diffuse Flow Plan (Sheet No. C2.1)
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
13 %
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑✓ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Does not exceed impervious cover threshold.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes[Z] No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes ❑✓ No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑Yes ❑✓ No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes ❑✓ No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Sewage disposal is provided through local sanitary sewer infrastructure.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes[Z] No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS database by county www.fws.gov/raleigh/species/cntylist/alamance.html
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑✓ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Essential Fish Habitat (EFH) Mapper www. habitat.noaa.gov/protection/efh/ehfmapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes✓❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Listed properties on the National Register and NC State Historic Preservation Office Service
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑✓ No
8b. If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination?
FEMA Map (Special Flood Hazard Area -Floodplain) GIS layer from ConnectGIS (Alamance County GIS)
L
Applicant/Agent's Printed Name
411 Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided)
Page 10 of 10