20150993 Ver 1_More Info Received_20151016

OOS603
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 37615 • Phone: [phone] • Fax: [phone]
sandec.com
October 16, 2015
S &EC Project #12164.W9
To: US Army Corps of Engineers NC DWR, 401 & Buffer Permitting Unit
Raleigh Regulatory Field Office Attn;rKar6i Higgins
Attn: Eric AlsmeyerArchdaleNBlding °`�9t�Floor
3331 Heritage Trade Drive, Ste. 105 512 North Salisbury Street
Wake Forest, NC 27587 Raleigh, NC 27604
Re: Andrews Chapel- Additional Information Request Response
AID# SAW- 2015 -02034
Durham & Wake County, NC
OCT 6 2015
Mr. Alsmeyer: pEIVR-
Per your Additional Information Request dated September 30, 2015 we are pro
requested information and responses in order for you to continue the review of the Pre- o �n�cES
Notification (PCN) application for the Andrews Chapel project. Please note that the changes requestT
resulted in a decrease of overall wetland impacts and compensatory mitigation responsibility, therefore an
updated Section C.2 and D.3 of the PCN is included.
A) Please provide additional information supporting that minimization has been done to the
maximum extent practicable, particularly wetland impacts 4A, 4B, 5A, 513, 5C and 6A.
1) Impact Area 4 -the project engineer has increased limits of the retaining wall in order to
minimize fill area at Impact 4D. The 4A & 4B impact areas could not be avoided because of the
existing elevations of the Brier Creek stub and the vertical curvature and fill required in this area.
Please see the Brier Creek Parkway Profile dated October 13, 2015.
2) Impact Area 5 -The parking lot was reconfigured and shifted closer to Road A in order to
reduce wetland fill while maintaining minimum allowable parking spaces (i.e. 68). Please see
Article 10 Parking & Loading, Section 10.3 table from the Durham UDO.
3) Impact Area 6 -Lot #24 was relocated and have converted the original location to open space
in order to maintain existing wetland area; Road fill along Road "E" and Road "F" has been
reduced by adding retaining walls at the adequate distance from the ROW lines, based on the
City of Durham Ordinances.
B) Re- direction of storm water flows away from the wetlands downslope of sites 4D and 6C, please
address the indirect impacts to those wetlands, and /or re- design the storm water so that indirect
impacts are minimized.
1) The outfall from BMP #3 (i.e. site 4D) has been relocated to a point further upstream to reduce
the indirect impacts of the wetland. It was discussed in our meeting that the engineers would
attempt to get the outfall higher up on the wetland area to reduce /avoid the indirect impacts all
together, however that ended up not being feasible for the following reasons:
a) The bottom of the wet pond is at elevation 278.00. This elevation is necessary to
achieve the water quality volume needed to comply with NCDENR and City of Durham
wet pond design standards.

b) The outlet pipe from the pond is designed to discharge at elevation 282.00 (4' higher
than the bottom of pond). This will require a pump to be brought onsite for maintenance
activities.
c) Although moving the discharge point further upstream would reduce the indirect
impacts to the adjacent wetlands, the project engineers are not comfortable with needing
to pump more than 4' of water from the pond.
Therefore, we have now proposed compensatory mitigation for the 1, 920 ft2 area at a 1:1
mitigation ratio. Exhibit 1 E4 has been updated, along with the impact table within the PCN.
2) The wetland area at site 6C is being recharged by offsite drainage, an additional exhibit has
been added for clarification, see exhibit IE6A
If you have any further questions or any additional information is needed, please don't hesitate to call me
at 919- 846 -5900.
Sincerely,
SOIL jj& ENVIRONMENTAL CONSULTANTS, PA
[��1.�,X., 'J e-) V,
Deborah E. Shirley
Environmental Specialist
Attachments:
1) Updated PCN Section C.2 (wetland impact table) and D.3
2) Updated Overall Site Plan and Impact exhibits
3) Brier Creek Profile sheet dated Oct. 13, 2015
4) Article 10 Parking & Loading, Section 10.3

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number —
Type of impact
Type of
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
wetland
DWQ — non -404, other)
(acres)
Temporary (T)
question for all stream
(if known)
W 1(#4A) ®P ❑ T
Fill - Utility &
Headwater
® Yes
® Corps
0.036
3e.
residential lots
Forest
❑ No
DWQ
Stream name
W2 ( #46) ®P El T
Fill -Road &parking
Headwater
Forest
® Yes
❑ No
® Corps
❑DWQ
0.022
W3 (#4C) ®P ❑ T
Fill - Residential lots
Headwater
Forest
® Yes
❑ No
® Corps
❑DWQ
0.063
W4 (#4D) ®P ❑ T
Fill -Road
Headwater
Forest
® Yes
❑ No
® Corps
❑DWQ
0.050
W5 (#4E) ®P ❑ T
Indirect Impact -no
Headwater
® Yes
® Corps
0.044
feet)
h y drolo gy recharge
Forest
No
DWQ
® Corps
W6 ( #5A) ®P ❑ T
Fill - Residential lots
Headwater
Forest
® Yes
❑ No
® Corps
❑DWQ
0.010
W7 ( #56) ®P F1 T
Fill -Road
Headwater
Forest
® Yes
E] No
® Corps
❑ DWQ
0.015
W8 ( #5C) ®P ❑ T
Fill- Parking
Headwater
Forest
® Yes
❑ No
® Corps
❑ DWQ
0.046
I
W9 ( #6A) ®P E] T
Fill -Road E
Headwater
Forest
® Yes
❑ No
® Corps
❑DWQ
I 0.002
W10 ( #6B) ® ❑ T
Fill -Road F
Headwater
Forest
Forest
® Yes
❑ No
® Corps
❑DWQ
0.055
2g. Total wetland impacts I 0.343
2h. Comments: Permanent rill reduced by 0.15 acres
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.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number - Permanent
(PER) or
(Corps - 404, 10
stream
length
(P) or Temporary (T)
intermittent
DWQ — non -404,
width
(linear
(INT)?
other)
(feet)
feet)
S1 ( #1) ® P ❑ T
Road Crossing-
UT to Little
® PER
® Corps
5'
199
Culvert (NWP 14)
Brier Creek
❑ INT
❑ DWQ
S2 ( #1) ❑ P ® T
Road Crossing-
Construction Corridor
UT to Little
Brier Creek
® PER
❑ INT
® Corps
❑ DWQ
5'
20
(NWP 14)
Road Crossing -
S3 ( #1) ® P ❑ T
Dissipater
UT to Little
® PER
® Corps
4'
58
(Permanent -No Perm
Brier Creek
❑ INT
❑ DWQ
Loss; NWP 14)
Page 5 of 14
PCN Form — Version 1.3 December 10, 2008
Version

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for I ® Yes E] No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
0 a � =
® Mitigation bank
® Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3a. Name of Mitigation Bank: Restoration Systems — Pancho Stream, Wetland & Nutrient Mitigation Bank
Wildlands Holdings- WEl -Neuse 01 Nutrient Offset & Buffer Umbrella Bank
Type: Wetland Quantity: 0.90
3b. Credits Purchased (attach receipt and letter)
Buffer 31,640
3c. Comments: See attached letters from Restoration Systems and Wildlands Holdings. Please note that with updated
impacts, only 0.64 acres of compensatory wetland mitigation is required (i.e. 0.30 @ 2 :1; 0.04 @1:1)
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached. I ® Yes
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non - riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
398 linear feet
® warm ❑ cool ❑cold
39,312 square feet
0 acres
0 acres
0 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 9 of 14

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1,554 S.F.
WETLANDS 4B
972 S.F.
WETLANDS 4C
2,734 S.F.
WETLANDS 4D
2,168 S.F.
WETLANDS 4E
1,920 S.F.
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WETLANDS 5B
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T TOTALS
AREA
456 S.F.
656 S.F.
2,022 S.F.
3,134 S.F.
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WETLANDS 6B 2,412 S.F
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Suite 151 919.316.1855 40' 120' 160' NOR 1*11
DURHAM, NORTH CAROLINA OCTOBER 13, 2015 Durham, NC 17703

Article 30 1 Parking and Loading
Sec. 10.3 Required Parking
Outdoor Recreation
Overnight
Accommodations
Restaurants
Retail Sales and Service
Self- Service Storage
Vehicle Sales and Service
Adult establishment, electronic gaming
operation, bar, nightclub, movie or theater
All outdoor recreation, except as listed
below
Campground, summer camp
Circus ground
Clubhouse and /or pool accessory to a
residential development
Firing range, outdoor such as rifle range,
archery, skeet, handgun
Golf course, country club (see
"restaurants" for additional parking
requirements associated with eating
facilities)
Stadium or arena, commercial
amphitheater, ballfield
All overnight accommodations, except as
listed below
Bed and breakfast establishment
Diet house, emergency shelter
All restaurants, except as listed below
All retail sales and service, except as listed
below
Animal hospital, kennel, or veterinarian
Artist gallery, bulk mailing service, psychic,
medium, security service, studio,
taxidermist
For developments with more than one
business: Storage used as general storage
for the facility
Outdoor market
Repair- oriented services such as appliance,
bicycle, canvas product, clock, computer,
gun, jewelry, musical instrument, office
equipment, radio, shoe, television or watch
repair, locksmith, tailor, milliner,
upholsterer
All self- service storage
All vehicle sales and service, except as
listed below
1 per 100 SF of floor area
1 per 500 SF of enclosed floor
area + 1 per 1,000 SF of
outdoor use area
I per campsite + 1 per
employee
1 per 600 SF of the area
devoted to the circus, arcade,
concessions, etc.
Design Districts: None
All other applicable districts: 1
per 100 SF of pool area or
clubhouse area, whichever is
greater
Min 5 + 1 per firing position
4 per hole + 1 per 500 SF floor
area
1 per 4 seats
1.25 per room + 1 per 100 SF
conference /banquet/
restaurant
1 per guest room + 2 per
owner /manager
1 per 250 SF floor area
1 per 100 SF
1 per 200 SF floor area for the
first 50,000 SF of Gross
Leaseable Area and 1 per 250
SF of leaseable area after that
i per 250 SF enclosed floor
area
1 per 400 SF floor area
1 per 1,000 SF floor area
1 per 300 SF vendor area
1 per 500 SF floor area
Min. 5 or 1 per 100 storage
units, whichever is greater
3 per service bay
Movie or Theatre: 1 per 1,000 SF
of seating area
Others: 1 per 2,000 SF floor area ,
minimum 2 spaces
10% of required motor vehicle
parking, minimum 4 spaces
5% of required MV parking
2% of required MV parking
Design Districts: None
All other applicable districts: 10%
of required motor vehicle
parking, minimum 4 spaces
No spaces required
5% of required MV parking
1 per 30 seats, minimum 4 1
spaces, maximum 50 spaces.
1 per 15 rooms + 1 per 2,000 SF
conference /banquet /restaurant
No spaces required
1 per 2,500 SF floor area
1 per 2,000 SF floor area,
minimum 2 spaces
1 per 5,000 SF floor area,
minimum 4 spaces
1 per 10,000 SF floor area,
minimum 2 spaces
1 per 10,000 SF floor area,
minimum 2 spaces
Security service, taxidermist: No
spaces required
No spaces required
5% of required MV parking
1 per 10,000 SF floor area,
minimum 2 spaces
Min. 2 or 1 per 750 storage units, l
whichever is greater
1 per 20 employees, minimum 2 1
spaces
10 -6 Amended 6/22/2015 Durham, North Carolina
Unified Development Ordinance