HomeMy WebLinkAbout3506_BrantleyCompost_modmixingpit_20191120From: Reynolds, Eric <EReynolds@stanleyenviro.com>
Sent: Wednesday, November 20, 2019 4:10 PM
To: Wilson, Donna J
Subject: [External] FW: Construction of Mixing Pit at Zebulon
Attachments: Edit Blending - PDF page 10.pdf, Edit Layout -PDF page 31.pdf; 3506 Brantley final appl
Main part Feb 2019.pdf; Project Proposal - Construction of Mixing Pit Zebulon.pdf, Pit -
Dimension.pdf
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Good Afternoon Donna,
Here is all the information for putting in the mixing pit at the compost farm in Zebulon NC. After our
conversation about a month ago this is everything that was requested. It has taken some time to get it all put
together. Take a look and let me know if there is any more info that you will need.
You may reach me anytime on my cell number listed below.
Thank You
Eric Reynolds I Operations Manager I Wind River Environmental
1404 Angier Avenue, Durham, NC 27701
P:704-263-8186 1 C:919-921-7824
ereynolds@stanleyenviro.com I www.wrenvironmental.com
WIND RIVER
ENVIRONMENTAL
Your full -service liquid waste company
Stanley
Jenvironmental Division
soiutic ns
From: Dsouza, Joel Lanzil
Sent: Wednesday, November 20, 2019 12:18 PM
To: Reynolds, Eric <EReynolds@stanleyenviro.com>
Cc: Farrell, Mark <mfarrell@wrenvironmental.com>
Subject: Construction of Mixing Pit at Zebulon
Hi Eric,
Please find attached required documents for permit modification to include the mixing pit at Zebulon. The attached
documents include:
• Layout edit in the permit to include the concrete mixing pit.
• Change in process description to include the mixing pit.
• Mixing Pit dimensions.
• Project Proposal from Ocmulgee Concrete Services, Inc. which includes the scope of work.
Please let me know if you have any questions or require any additional documents. Thank you.
Kind Regards,
Joel Dsouza I Operations Engineer I Wind River Environmental
46 Lizotte Drive, Marlborough, MA 01752
C:978-375-7790
jdsouza@wrenvironmental.com I www.wrenvironmental.com
VVINDRWER
ENVIRONMENTAL
Your full -service liquid waste company
., .. .> < _ _ ..y < i
Phone:
Date:
Attn:
Project:
Section:
Addendum:
Footings
Walls
Slab on Grade
Proposal
Ocmulgee Concrete Services, Inc.
5828 Lease Lane
=W*i
Raleigh, NC 27612 C om cnng E
(919)785-2992
10/23/2019
Joel Lanzil Dsouza
Windriver Environmental
Zebulon Pit
03300 Concrete
40-11e9.2"2
http://www.ocmuIgeeconcreteservices.com/
Fax: (919) 785-2955
jdsouza@wrenvironmental.com
Total $
Proposal per Dated, Numbered and Marked plans as listed below and
specifications subject to the following Scope of Work, Specific
Inclusions and Specific Exclusions as enumerated below.
Scope of work: See Attached
Specific Inclusions: See Attached
Specific Exclusions: See Attached
6,135.08
18,519.03
11,358.61
36,012.72
Bid based on one mobilization - additional mobilizations will be at
$2,000 per each unless previously negotiated prior to acceptance.
Ocmulgee Concrete Services, Inc. reserves the right to review this quotation,
if not accepted within 30 days from the Bid Date.
Plans By: Atef Takla
Sheets:
Dated: 10/10/2019
Revisions:
Marked:
Project: Zebulon Pit
Specific Scope of Work: Building
36" x 12" footings for Pit
12" Cast -in -place walls for aPit.
Slabs on grade at Pit
Thickened edge for slab at Pit entry
Specific Inclusions: Concrete, reinforcing material, expansion joints
sub -slab stone.
Specific Exclusions: Mass excavation, backfill,
Hilti-bolts, anchor bolts,
base plates, imbeds,
Winter Conditions, Hot Water Concrete
Cost of third party inspection.
Scope Questions: Scott Greene: (919) 785-2992
Greg Singer: (919) 241-4062
of the compost facility, the new capacity will be up to approximately 19,165 wet tons of compost
a year.
1) Windrow Volume = height x width x length
eft Z16ft.lx 50 ft.x 2 = 118.52yd3
JJ ya
2) Cubic Yards of Compost Daily = Bulk Density of Materials x Wet Tons of Material
42to x 2,000con yda
Dewatered Septage -4 �- s = 53
1,600 yd9 day
S d°Q x 2,000 on yda
New Wood Chips --> — Sao ebs - = 32 day
2 t+ x 2,000 -n �,da
Recycled Wood Chips - -- - --ibs _. = 79 day
600=
3
Total Compost Area=162.75 a y
3) Additional Volume per Windrow Each Day
162.75 yda x 27 y�
t16 rx g �� = 68.7 f t. -+ Approximately 1 3 New Windrows
z
4) Total Annual Compost
yda days weeks wet,,,
162.75 — x 5 x 52 = 42,315 Total compost.
day week year year
8. Aeration
The windrows will be turned daily for aeration, or at a minimum of 5 times in 15 days.
9. Blending
Blending will consist of is the initial blending of the septage/grease to the bulking material. Prior
to this blending, the septage/grease will be dewaeered through a Baker 30 cubic yard dewatering
box. Following dewatering, septage/grease will be placed i to a Ot of compost recycle and wood
chips ih the concrete mixing pit and mixed with a front end loader. Specifics regarding the
dewatering process and process wastewater management are provided in Attachment 4. We
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SONS, INC.
COMPOST FACILITY
UPGRADE
FRANKLIN COUNTY, NC
PROPOSED SITE LAYOUT
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