20061376 Ver 2_Stormwater Info_20110317

JACOBS
Transmittal Cover Sheet
...J
Novartis Detailed Form
0Lo -137LP
Novartis - USFCC Project
475 Green Oaks Pkwy. Holly Springs, NC 27540 Project # 22CO1130 Jacobs Field Service North America Inc.
Tel: [phone] Fax: [phone]
Date: 3/15/2011 Reference ,NUrnber: 2287

Transmitted To Transmitted By
Suzanne Slotter Suzanne Slotter
Jacobs Field Service North America Inc. Jacobs Field Service North America Inc.
475 Green Oaks Parkway 475 Green Oaks Parkway
Holly Springs, NC 27540 Holly Springs, NC 27540
Tel: [phone] Tel: [phone]
Fax: [phone] Fax: [phone]
© Acknowledgement Required
Package Transmitted For Delivered Via Tracking Number
fedex
Item # Qty Item Reference Description Notes Status
Cc: Company Name Contact Name Copies Notes
Remarks
Transmittal created FOR OUR RECORDS. Company not listed in Prolog.
(1) Wet Detention Basin Operation and Maintenance Agreement
Submitted "FOR RECORD"
Delivered fedex to:
N.C. Division of Water Quality
2321 Crabtree Blvd.
Raleigh, NC 27604
Attn: Ian McMillan

MAR 1 7 2011
Signature Signed Date
Prolog Manager Printed on: 3/15/2011 Novartis Page 1
Permit Number: _
(to be provided b>> DIVQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does [? does not incorporate a vegetated filter at the outlet.
This system (check one): rMAR ® does ? does not incorporate pretreatment other than a foreba
1 7 2011
Important maintenance procedures:
:
- Immediately after the wet detention basil is established, the plants on tie„
vegetated shelf and perimeter of the basin should be watered twice wee ?!
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
-- If the basil must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is resent. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-Hme fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. a roximatel , six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4
Permit Number:
(to be pro0ded by DtVQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the roblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the sivale if necessary to
sivale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
_
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health. _
Plants are dead, diseased or Determine tine source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds, preferably by
hand, If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area _
Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy tine problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails, phragnnites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev•,l Page 2 of 4
Permit Number:
(to be provided by DIi'Q)
Drainage Area Nunnber:
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately,
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office, or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 7.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 7.0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(pill in the blanks)
V Permanent Pool Elevation 315.0
Sediment Removal . 308A Pe maveV?n
----------------- VoluSediment Removal Elevation 308.0 Volume
I3oUom Elevation 307.0 ft Min-----------
---------------------------- ------
SedimBottom Elevation 307.0 141 n
Storage Sedimei
FOREBAY MAIN POND Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4
Permit Number:
(to be Ivovided by DTVQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Novartis USFCC
BjWP drainage area number:
Print name:
Title: DZE51O&V'r J 117390L Lt?1ruOSCt?tYUl, )>UG
Address: I31 1-Rt90 Mbm) -N4/La 0oi-L K)C 27iY-b
Phone: t ' 56? 3325-
Signature: ----I
Date: fie-- 0 -//V
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I,Uh?iyN? Coo , a Notary Public for the State of
N G , County of k4kE- , do hereby certify that
personally appeared before me this
day of _? > 201_ , and acknowledge the due execution of the
forgoing vet detention basin maintenance requirements. Witness my hand and official
seal,.

My commission expires!__ Kkv I r'O , 2bl hr
Form SW40I-Wet Detention Basin O&M-Rev.4
Page 4 of 4
Page 1 of 2
Jay, Bill
From: Takieddine, Amer
Sent: Monday, March 14, 2011 10:06 AM
To: Jay, Bill
Subject: FW: 06-1376 Novartis Vaccines & Diagnostics
Importance: High
See the string. Annette is at DENR.
Thanks.
Amer
From: Takieddine, Amer
Sent: Wednesday, November 10, 2010 12:17 PM
To: 'Heather Keefer'; 'Darin Eyster'; 'Daniel Colavito'; '[e-mail]'; 'Buckoski, Bruce'; Jay,
Bill
Cc: 'Stephanie Sudano'
Subject: RE: 06-1376 Novartis Vaccines & Diagnostics
Heather:
I re-read the email from Annette and realized that I spoke out of school. All we have at the moment is the
sample O&M agreement which accompanied the Permit documentation. I need to work with Lee and
Bruce on fully executing the agreement before forwarding to you and to DWQ. This will not happen today
but will advise of best timing.
Thanks.
Amer
From: Heather Keefer [maiIto: heather. [e-mail]]
Sent: Wednesday, November 10, 2010 11:09 AM
To: Darin Eyster; Daniel Colavito; [e-mail]; Takieddine, Amer; Buckoski, Bruce; Jay, Bill
Cc: Stephanie Sudano
Subject: FW: 06-1376 Novartis Vaccines & Diagnostics
Hi all,
I received a copy of this email and it appears that most of the people on the email list are not involved
with the project.
It looks like you may need to update your contact information with DWQ.
I have forwarded this to you all just so you will have it.
Daniel and I will be happy to assist you if needed.
Thanks
Heather
From: Lucas, Annette [mailto:[e-mail]]
Sent: Wednesday, November 10, 2010 11:03 AM
To: [e-mail]
3/14/2011
Page 2 of 2
Cc: Darin Eyster; Heather Keefer; [e-mail]; [e-mail]; [e-mail]
Subject: 06-1376 Novartis Vaccines & Diagnostics
Dear Ms. Dearborn:
The NC Division of Water Quality is in receipt of the stormwater management plans for the Project Expansion
and Fitness Facility for the above project. These plans were approved by the Town of Holly Springs and were
conveyed to us by your consultant, Jacobs Engineering.
These stormwater plans meet Condition Number 7 for Stormwater Management that is part of your 401
Certification issued from this office on September 29, 2006 with the following exception: Copies of signed and
notarized Operation and Maintenance Agreement for the Wet Detention Pond and the Bioretention Cells was
not provided. Please provide copies of the signed and notarized Operation and Maintenance Agreements to this
office as soon as possible.
Please contact me if you have any questions.
Thank you,
Annette Lucas
Annette Lucas, PE
NC Division of Water Quality - 401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
3/14/2011
OLf - 13 7 L,
Town of Holly Springs
Engineering Department
All entities who construct the following: public waterlines or sewer lines or related facilities, public or
private storm drainage or stormwater systems, streets to be publicly or privately maintained, and/or other
utilities or structures within public rights-of-way or easements, shall submit to the Town of Holly Springs
Department of Engineering, an as-built set of post-construction drawings as a part of the Town's inspections
acceptance process. As-builts must be submitted prior to acceptance of the improvements or issuance
of a Certificate of Occupancy. The following checklist must be attached to each set of as-builts submitted
for approval. Each blank must be initialed by the applicant as being included on the as-builts or marked
N/A if not applicable to the project. All plan sheets must be 24" X 36" mylar. Lettering shall be bold, clear
and a minimum of 1/8" height. In addition, all applicable information listed below must be included on all
as-built drawings.
As-Built Checklist
AS-BUILT INFORMATION:
Project: /YGI/M/eV-5 Phase:
Submitted by:
(Please check)
Blue Line for Review only
Mylar or Vellum (Final)
PE Certification for Stormwater
BMP's (form 16008)
Phone #:
(verify certification number matches on as-built and
appropriate state approved certification form)
Transmittal Date:
2. INFORMATION REQUIRED TO BE ON COVER SHEET: Page #
A. Acreage in total tract
B. Average lot size
C. Total number of lots
D. Total linear footage of infrastructure chart, Page #
_ Storm drainage (Identify by size)
Number of Catch basins
_A ? E. Benchmark Reference information for Town's GPS Monumentation grid and/or USGS
monuments

10003 BMP As-Built checklist Page 2 of 4
1.9.09
3. INFORMATION REQUIRED TO BE ON EACH SHEET OF AS-BUILT PLANS:
A' A. The following P.E. Certification is required on each sheet of the as-builts:
I certify that these as-builts are accurate and that each of the items listed on the Town's "As-Built Checklist" as
contained in the Town of Holly Springs Engineering Design and Construction Standards is provided on this set of
as-built drawings (_ total sheets in this set). I certify that all of the information provided is field-verified as-
built information.
(Seal)
(Seal)
Signature Registered Land Surveyor
Signature by Professional Engineer
Acceptance by Construction Inspector
Date
B. Statement designating that drawings are "record" and/or "as-built" drawings
C. Seal and signature of NC registered P.E. or PLS that prepared as-builts
4.
5.
6.
OTHER INFORMATION REQUIRED AT THE TIME OF AS-BUILT SUBMITTAL:
_A-r A. Provide a copy of recorded plats and/or deeds of easements indicating dedication (per
approved plan) all public and private easements and right of ways for the project.
B. O & M Agreement for the required BMP's
GENERAL INFORMATION: Page #
eT A. Boundary of tract by courses and distance with references
B. 500 scale vicinity map with site delineated
C. Scale of drawings and bar scale
fi D. North arrow
E. All easements identified and dimensioned
F. Tie to N.C. grid coordinate system (NAD1983 State Plane). The closest Town of
Holly Springs Geodetic Monument shall be identified in Autocad file with respective
elevation grid coordinates, and the combined factor.
G. As-Built data shall be submitted on a CD and shall include both Autocad
dwg/dxf and a scanned pdf copy of all as-built sheets.
STREETS (Public or Private) Page #
/7 A. Copies of Maintenance Agreements or Covenants addressing maintenance of any
private streets, alleys, streetscaping, private easements, etc.
STORM DRAINAGE AND ENVIRONMENTAL Page #
A-r A. Pipe materials
A'r B. Structure invert and top elevations
X I- C. Pipe size
4 -r D. Pipe slope and distance
A E. Size of riprap dissipation pad
F. Statement of stormwater velocity at all outlets
Date
Date
10003 BMP As-Built checklist Page 3 of 4
1.9.09
G. Maintenance agreement responsibility statement
All H. Permanent stormwater BMP's with location and associated drainage easements
required
L Berm elevations and invert/top elevations for associated storm drainage inlets where
1 required on construction drawings
Jq??- J. Include BMP Design/As-Built Table (below)
!l B?? MP # (Label Type)
Design
Component Design As-Built
Normal Pool Elevation
SA at Normal Pool
Temporary Pool Elevation
SA at Temp. Pool Elev.
Bottom Elevation
To of Dam Elevation
To of Dam Width
Structure Data
Inverts
Orifice Size
Material
Pipe Sizes and Lengths
Pipe Slopes
Spillway Elevation
Spillway Length
R. Electronic file shall include BMP location and information specified in Design/As-
Built Table.
10.
y?ucr?up
04? Ice,
SEAL.
L -260i
(Sel
??,., ' •'? suw;e
77 N
For items shown above in bold italics, a survey point file of both horizontal (x, y) and vertical
(tops and inverts, or Z) information shall be required X, Y, Z coordinates shall be provided on
a CD, tied to NC grid or Town monumentation grid, and accompanied by a certification sealed
by a registered land surveyor. This information should accompany final submittal of mylar as-
builts.
the information listed above is provided rein in these as-builts or record drawings.
A. 7- &1
Registered Land Surveyor Date
own of Holly Springs USE ONLY:
As-Builts Received By:
As-Builts Reviewed By:
(Attached) Comments Generated By:
Mylars Received By:
Date:
Date:
Date:
Date:
10003 BMP As-Built checklist Page 4 of 4
1.9.09
0 NOVARI`IS
To: Town of Holly Springs
From: Bruce Buckoski -Novatis
Re: Bioretension maintenance
The Lanscaper (ideal) will be responsible for the Operations and Maintenance of the bioretension areas.
Thankyou
Bruce Buckoski
Bruce.buckoski annovartis.com
919.793.6035
475 Green Oaks Parkway Holly Springs, NC 27540 T: 919-577 - 5000 F: 919-577-2503
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Bioretention Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important operation and maintenance procedures:
- Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
- Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
- Heavy equipment will NEVER be driven over the bioretention cell.
- Special care will be taken to prevent sediment from entering the bioretention cell.
- Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
ement: Potential problems: How I will remediate the problem:
ire BMP Trash/debris is resent. Remove the trash/debris.
imeter of the
F Areas of bare soil and/or Regrade the soil if necessary to
bioretention
cell erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe, The pipe is clogged (if Unclog the pipe. Dispose of the
stone verge or swale applicable). sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the Regrade the swale if necessary to
swale (if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future roblems with erosion.
Stone verge is clogged or Remove sediment and clogged
covered in sediment (if stone and replace with clean stone.
a licable).
Form SW401-Bioretention O&M-Rev.3 Page 1 of 4
BMP element: Potential problems: How I will remediate the problem:
The pretreatment area Flow is bypassing Regrade if necessary to route all
pretreatment area and/or flow to the pretreatment area.
gullies have formed. Restabilize the area after grading.
Sediment has accumulated to Search for the source of the
a depth greater than three sediment and remedy the problem if
inches. possible. Remove the sediment and
restabilize the pretreatment area.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand.
The bioretention cell: Best professional practices Prune according to best professional
vegetation show that pruning is needed practices.
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Tree stakes/wires are present Remove tree stake/wires (which
six months after planting. can kill the tree if not removed).
The bioretention cell: Mulch is breaking down or Spot mulch if there are only random
soils and mulch has floated away. void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are Determine the extent of the clogging
clogged with sediment. - remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off-site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that Dolomitic lime shall be applied as
pH has dropped or heavy recommended per the soil test and
metals have accumulated in toxic soils shall be removed,
the soil media. disposed of properly and replaced
with new lantin media.
Form SW401-Bioretention O&M-Rev.3 Page 2 of 4
BMP element: Potential problems: How I will remediate the problem:
The underdrain system Clogging has occurred. Wash out the underdrain system.
(if applicable)
The drop inlet Clogging has occurred. Clean out the drop inlet. Dispose of
the sediment off-site.
The drop inlet is damaged Repair or replace the drop inlet.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.
Form SW401-Bioretention O&M-Rev.3 Page 3 Of 4
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:
l(> Cz,? S
BMP drainage area number: ?+Stkt ?-
Print name: G)Cc)c c- ?V G
Title: G t P cr ???. a /i e ?,ti - 5 e l?z c t L,' f? ?s
Address: Ll ? S (,,??„? Orbs,
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, 'iUWrQt q Q- Ccc?(-w , a Notary Public for the State of
C , County of LOA kc , do hereby certify that
k?Ry\Ct 1?iCC?S? personally appeared before me this 7
day of 20 , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires thvL' I1, , 2n) )j-
Form SW401-Bioretention I&M-Rev. 2 Page 4 Of 4
Date:Eh Zcd(
nZ Town or
holly Stormwater Engineer's Certification
OK Springs TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
nORTJ1 CAROLINA
Project Information
Project Name: O a2?i 5 FGc.
Phase, if applicable:
Previous Project Name
if applicable:
PIN: 0?3`I - 2 -BZZ.
Project Contact Person: nn, 62 A ? if pD I tJ
Phone Number: 51 S - - 7'IOZ-
Em a i I: M,6(L , -TA k=1 I F_ p /?? oSS . co
Note: BMP soils certifications must be attached with this PE certification
Engineer's Certification of Stormwater BMP
Note: this section is not required to be filled our far each BMP
I, -t''AtAo s+ a Licensed Professional Engineer in the State of North Carolina,
Print Name
do hereby certify hat the Stormwater BMP(s) 00P4-60AS`U?S Constructed as a part of
Type
gi S project located at
Name of roject
SizeAoUgeneral description
has been constructed in substantial accordance with the approved plans and specifications, dated:
CJ 9 /? a /ZVa a
Date
This certification is based on my periodic field observations during construction and other methods as
follows (if applicable):

16008
Date

1 of 1
PE #: U ") `-:) 3 `_? Q
err
Submittal Transmittal
Detailed, Grouped by Each Number
Novartis - USFCC Project Project # 22CO1130 Jacobs Field Service North America Inc.
475 Green Oaks Pkwy. Holly Springs, NC 27540 Tel: [phone] Fax: [phone]
Transmitted To: Brian Sharp Transmitted By: Tommy Duke
Mainline Contracting, Inc. Jacobs Field Service North America
Inc.
2315 Sparger Road 475 Green Oaks Parkway
Durham, NC 27705 Holly Springs, NC 27540
Tel: [phone] Tel: [phone]
Fax: [phone] Fax: [phone]
Qty Submittal Package No Description Due Date Package Action
2.00 0642 - 334600 - 1 SITE - Bioretention Fabric and Soil 9115/2009 Approved as Noted
Transmitted For Delivered Via Tracking Number
Record E-mail S62-1102
Items Qty Description Notes Item Action
001 Bioretention Drain Fabric Approved as Noted Approved as Noted
002 Bioretention Engineered Media Approved as Noted Approved as Noted
Cc: Company Name
Contact Name Copies Notes
Remarks
Please find attached the above referenced submittal returned as "Approved as Noted".
Thanks
Signature
Signed Date
Prolog Manager Printed on: 9/112009 Novartis
Page 1
Specifications for Project No. 22COI130
SECTION 01340
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
LOCATION: Novartis Vaccines and Diagnostics, Inc.
Holly Springs, NC
PROJECT: US Flu Cell Culture Facility
DATE; 8126/09
ENGINEER/ARCHITECT'S
JOB NO.: 22001130
ENGINEER/ARCHITECT:
JACOBS ENGINEERING GROUP INC
1880 WAYCROSS ROAD
CINCINNATI, OH 45240
513-595-7500
Attn: Document Control
REMARKS AND/OR DEVIATIONS FROM
SUBCONTRACT DOCUMENT.
(DESCRIBE IN DETAIL)
All properties of this proposed mix match the
requirements of the specifications except for
Permeability. It is impossible to slow the hydraulic flow
rate without increasing the fines to outside acceotable
levels as set by the spec. The permeability will be
`DESCRIPTION:
Engineered Media for Bio Retention Basins.
Cad ,'fA,?Sf }}??n P ? nnt! ?= {??r ?-l'; ?y' ' ? t='}`i - r S >w ?
r r Z ,
slowed by the fabric, perforated pipe and fines that¢ r Y
accumulate once the basin is In service I
r .;f . y t e' . • 4 +I i ,
4- i
S' A
2E;.? i r.l G
`Submittal numbers shall be of the following form c:? i;oi?-I
%
15-001-01 where 15 is the Specification Division number, 001 is the Submittal item number and 01 is
the first submission of that item.
Co"(, oe t 'i? l }`S1 1? ?i,);T,'r r ?t `c1 ar7 r.
"Be specific when writing descriptions. Avoid generalizations, `For T)rawings and Sketches include
Drawing or Sketch number, title and date. For product data include title on Product Data Sheets,
publication number and date. Submittals for equipment shall include equipment numbers used on
Schedules.
.
of o,10, inc d
,neenng Group QF -Final Recor
yaconsEn9 ltted r?r7 ? GROUP
pA.APProVed"N° "Noted w o, k? va Waived IAGOBSFw'lklEEAf1lG APPro'leroved1Resub0V-yoid OF non I
. Not APP. l for Fabnca ??
Release am contractual ! l t?10 15
a N _ mtormanon Oned
« om
Certifie the 5,,p;1er
0 Res Ubrtit Goes not relieve i tw LI v t: un T?} I
Shis staff ss. ..°.! ri i
obligati ??FN ?J?f'.' 1 ROL
? BY
0 ate
CONTRACTOR'S NAME
Mainline Contracting Inc.
SUBMITTAL NUMBER 33-001-04

SPECIFICATION SECTION 334600

PAGE NUMBER 6&7 of 10

PARAGRAPH NUMBER 2.5

DRAWING NUMBER

BULLETIN NUMBER
ADDENDUM NUMBER
SUPPLIER/MANUFACTURER
Triangle Landscape Supplies
SUBCONTRACTOR
Page 1of1
r'om No. TR D4?2-3 -OMME
Revision No. 0
Revision Dare: 0.2110108 Particle Size Analysis of Soils
ASTM D422 Quality Assura>*c¢
S&18 , ItIC.12s11eigh, 3201 Spring Forest (toad, Rukir6, North Carolina 27616
S&ME Project #_ 1053-04-267 Report Date: 8124/09
Project Name: Triangle Landscape Supplies Test Dafe(s); MO - Sn4/09
ClienrName: Triaagle Landscape Supplies
Address: P, O. Box 61308, Raleigl>, NC 27661
Client SainpIc #: S-2 S&ME ID: S-12 Samplc mate; 8f20109
Location: Site - Stockpile Offset: N/A Depth (ft): N/A
Sample Description: Tan-Gray SAND with Silt, Clay, and Organiw
100% "13 "1 1314 "1/rm 14 110 &W flea W4 1100 A OQ
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Particle Size (mm)
Cabbies < 300 mm 12") and > 75 min 3") Fine Sand < 0.425 tnm and > 0.075 x1200
Grnvel < 75 mut and > 4,75 mm #4) Silt < 0.075 and > 0.005 mm .
Coarw Sand < 4.7S mm and >400 nun # 10) Cla -r 01005 mm .
Mauro Send ¢ 2.00 mm and > 0,425 mm 040) Colloids -
a 0.001 Otte
Maximum Particle Size: 3/8" Gravel: 0.9% Silt 6.0%
Silt & Clay (OK Passing #200): 11.5% Total Sand: 87.5% Clay 5.5%
Apparent Relative Density 2.627 Moistxrre Comm colloids 4.1°/n
Liquid Limit ND Plastic Limit ND Plastic Index NI)
Coa3rSe Sand: 5.6% Medium Sand: 45.1% Fine Sand: 36,No
Description ofSattd wW Gmvcl R•ou}ldbd ® Angular 0 RaM & Nrable © Soft 0 Weathered & Friable ?
ivMtehnaical .RrirTing Appinnus A Dlsparslon Period: 1 min, Dispersiag Agent: Sodium 11czir"hbsphate: 40.0 Lha
RefePptCd/I.OmweJUS/Depiw ons: ND-Nat DetEYFtlt71CQ
Mai Kral 1n L&1JCrratpty ltifan er 4i?o
TechnicolRe.spauibrliy Slgnawrs Posilian Dale
This xyerr shall not be r praductd, exT full. wl our the irriaen approWl dfS&RE. Inc.
see AYF- Inc--Corporate
3201 Spresl Road
Raleigh, NC. 27616
S-12 Hydromety &1A• 00
Page 1 Of I
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Q -Approved as Submitted ? F - Final Record
? B - Approved as Noted (Revise & Resubmit)
? C - Not Approved (Resubmit for Approval)
? N -information Only ? V - Void ? W - Waived
0 0 Resubmit as Certified 0 Release for Fabrication
status does not r Cleve the supplier from any contractual obligations
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ProjectNama: Triangic L4ndiciipinm Supplies Test uatct!t): 8120 - 8,22/09
CliontNumo: iriunrlcLandsc?pingSupplitx
Client .AJAtrm: Y.U. box 611308, XAleio, NC 27661
Client Sample: 5-2 S'&i4fE ID: 5-1'2 Sample Late: & M/09
Sit, • SYrickpilc UCfs,mr. N!A Smmplc Ccpth (ft): N/A
Ex!r lr LwCription: Tan-Gray SANER wish Sift, Clay, and otEanscs

Ttm Wri F'a?ar
riziiel'S Reirs 1S7Q?R
Diameter, in: 2. 2
879
Len in: 5.n: .
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wet Unit weight, f-. 10t Unit we, t,
Fl f: "
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1 111.70 5.00 21.0 9.25E-03 9.03E-03 12.80
2 321.60 15.00 21.0 8.88E-03 8.67E-03 12.28
3 128.60 6-00 21.0 8.88&03 8.4f6E-03 12.28
-- X Apg. 9.1110E-03 8.79E-03 12.45
CONSTANT
WEAD
FILTER
TAN;
H,
L, a 14.3$11
.4, rm': 41.999
11, crt ,1 3.70
k=VL1,60AIh
wherC_
k -- hyrlraU -7 contiurtivfty, r'nLrsec
V = volume (V water ditcfsarge d, cm
= kngzh of MS1 spBC n, errs
= crosssectional u>~r'a of test specdhten, cm `
t total time of &TCharge, miR
h = hydraulic kead dlffrancx (9 t - H2), ern
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SOIL
S P8CIi4il<N
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tiaax, L1 cvraxianr; Rcftnrtxrts: Test ipecime3, co4nuatued to 140 7 pct) at 7 9','a moimim
ASTM I}.22• 'lest ble•.had for Pwdck-Size Analysis orSoils
ASTM la2?l9: "!"t5i Mrtltoct fat ReWive Nnsiry Qf C4he5i l Soils
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NCDENR Sto=vater 3NIP N[amal
Revised 09-2S-07
- Further construction is planned on either the immediately surrounding site
or in outparcels that may drain to the bioretention site. (The upstream
contributing drainage area must be completely and permanently stabilized
(e.g. gravel base course driving surface (preferably paved), or a dense and
vigorous vegetative cover). The heavy sediment load from a bare earth
construction site will cause premature failure of a bioretention BN1P.)
- The cell is inaccessible for maintenance.
- The cell will not comply with local landscape ordinances.
Contritu.itfrag Drainage Basin
Consider the affect of large storms on potential erosion within the cell as well as potential
overflmv and downhill erosion upon water leaving the cell. The contributing area to an
individual bioretention cell will typically be acres or less because manv large
watersheds will not have an area that is large enough to serve the treatment volume while
also being high enough above the Nvater table.
12.3.3. Step 3: Determine the Surface Area and Depth Required
The cell can be designed to hold the first itch of rainfall from the entire drainage area.
The required surface area of the bioretention cell is equal to the required treatment
volume divided by the ponding depth. No dimension (width, length, or radius) can be
less than 10 feet. This is to provide sufficient space for plants.
12.3.4. Step 4: Select the Soil Media Type.
The soil mix should be uniform and free of stones, stumps, roots or other similar
material greater than 2 inches. It should be a homogenous soil mix of 85-88 percent by
weight sand (USDA Soil Textural Classification), 8 to 12 percent fines (silt and clay), and
3 to 5 percent organic matter (such as peat moss) shall be used. Higher (12 percent) fines
content should be reserved for areas where TN is the target pollutant. In areas where
phosphorus is the target pollutant, lower (8 percent) fines should be used. Additionally,
the phosphorus content of the soil mix should be low. Soil media should be sent to NC
Department of Agriculture [NCDA] Jabs to be analyzed. The P-Index for bioretention
soil media should always range between 10 and 30, regardless of the target pollutant
(Hardy et. al., 2003 and Hunt et. al., 2006). The P-Index is an extremely important design
element. Cells that are constructed of high P-Index soils can export phosphorus.
I N D f ce T65 r
The media should be tested to determine an
The
perinea n 2 ti s zott c to between 0..52 and E, inches per hour, and 1-2 inches per hour is
preferred- As-a rifle oflIUMb u'stiig?tlie aJove-specified media, the iii? ltiation rates
should be approximately 2 in/hr and 1 in/ hr for 8%' and 12% fines, respectivety,
depending on the target pollutant. An estimated drainage rate for percent fines between
8 and 12 can be approximated during design by linear interpolation. If TSS or pathogens
is the target pollutant, the higher permeability can be used because these two pollutants
are removed on the surface of the bioretention cell rather than within the cell.

bioretention 12-11 July 2007
L-
12.3 Field Permeability Tests
'ii`tl,-.^-O LLru ITIany dif crilnt L_ -l -- of field ta. i? tut C:M IA' u----! :a C.Ii U>;.MU! tht! per-
M14iAJi' it 5' Or the to :;,W SO For v-mu pIct, a . ST D WV 94 MGM SturLd;I d
Methcd fear InAltration Wte of SM in Mid Wing Double-Ring Jnfi[trrjn-.e;er,'
and A 414Y D 509:', -si '"Standard Von is ltcd. for Fir'ld::4I+easure rc;ent cf
117tlltrai.lrln 1L. Lt: 1 :;lll:ta 11 Dc., 1t71,C-.'- ung 1?t?{Il?-C11rmeter vith. a Se-24-d-1 finer ??irw,,
f.?s''?,(''C1hp JUld WO Ant arv Si(91?% to L[ m 4:+117AWL 1`IF nd perT.7slrl7der and ark!
used to rusce3 t}1F_'' icitll,crar on rate Qt'r`.-ater L:Lw tl c .? :W.
.q_1Pd"i f e[d TY t!, a r a?:+s?tij lI 111 +r' i }77k"+'y IIL I p' !lt't#flon 'l, the I [iWdynt 4ai' `r-
rn?,n 7•l7t -? -*.T '14T7r C; n6 1 I*Cnl?i' lt?7 tests on CT:J.1II sr.'e "IT"IcTi: ZP`say nct h-+'
.W
?Y Iru l 1[itiL 4,1 LhL, , t1.3 I tLLiId IiLIaY I: .1 iii 6- c6i-. Sl(11- __,_ x.,_. LjvMIrI
in g [lia.` (il_rs L"J "N"'Idunt of CerJt'senbillty i:, thl'IIL]' h thu 171,(.I:arl:'4?.lll.'os o the C`.Ylat! gu
lr. watfq- to rl in open son.dp1eFi, Fin-Ire 12,ia present •r.IlirlicF: standpiPC? coni,
thn_s. =6 tha,:.' tq>!I.,1tLi.l7;'Q: wod tra calculate tl 4'' tieM penr.e'Ibilir i h Lire Pre ,entc L l
Fig. 12.76 <,-md i•.

LETTER OF TRANSMITTAL

1880 Waycross Road
Cincinnati, OH 45240 Project No.: 22CO11XX
Transmittal No.: V-1898
To: Marge Langston Date: 08/27/2009
Jacobs Engineering PO No.: S62-1102
475 Green Oaks Parkway PO Description: Site Underground Utilities
Holly Springs, NC 27540
Project Title: 22COl 1XX Ship Via: ? Hand Carry
NOVARTIS VACCINE and DIAGNOSTICS X Overnight
USFCC Project
t
i
? El
Holly Springs, NC ec
ron
c
Procurement must be notified of any price change within 10 days of receipt of these documents:
Remarks: Documentation being returned to Site via FedEx-Overnight, Attn: M. Langston.
Company Distribution Jud Signed: y Halsey
Jacobs Engineering C.Parrish (E)
Jacobs Engineering L.Scto (E) Judy Halsey
Jacobs Engineering M. Langston (EH) Document Control
Jacobs Engineering S.Harrison (E) Direct Dial 5135957922
Jacobs Engineering T.Duke (E) Direct Fax [phone]
File:
We care about Quality. One or more team members may have contributed to the completion of this transmittal.
Please contact the originator if you have any com ments or suggestions to improve our process.
Status Due Date Document Number Rev Description
B .1 0642-334600-002 1 Bio retention Engineered Media Sand

A = Approved as Submitted N = Information Only F = Final Record
B = Approved as Noted (Revise as noted and resubmit drawing as certified) V = Void (Not Applicable)
C = Not Approved (Revise as noted and resubmit drawing for approval) W = Waived
Page 1 of 1
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THIS DOCUMENT CONT.AiNS PROPRIETARY INFORhrlnriON OF NOVART!S AND'S TEN'DFREU SUB_FC CUNDITIC)IdS TH tN T r ' ~4~t' ~ - ~ -
AT THE ~ -S RUMENTS, .~f V ES ANh T,_I~S RcPRESFNTED 1Hf R FY AND AI, '~,NrORMAT'ON RTLATING 1HCRf ~ IA) BE RETAINED IN CONFIDENCE, NOT BE RG~PR.,,~DU+'~ED ;;iR COE~'~~[i~ ~Pd `dd+~l~l~T f?R.N I " ~-idD N!?I T±SED OR INCORPORATED !N ANY F'R'.~1.~ ' T EX~,EPT 111dDER EXF~ITk~~ Tvk'~ r ~ t^R = ar ~ i ~i ftv . ,T
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