20081319 Ver 3_As Built Monitoring Report Ph III_20111007

P®tashCorp
Helping Nature Provide
September 27, 2011
Mr. David Lekson
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 West 5t" Street
Washington, North Carolina 27889
Dear Mr. Lekson:
N.
V Pot ash or A rora
P
Federal Express 10 1201
(�) -DUD Q
Enclosed is the "Rutman Creels Watershed Restoration Project, Hyde County, North Carolina,
As -Built Report -Phase 3 ". Earthwork was initiated on this portion of the mitigation site in
August 2010 and planting was done in February and March 2011. If you have any questions,
please call me at (252) 322 -8249, or Christian Preziosi of Land Management Group at
(910) 452 -0001.
Sincerely,
t�c,­ AkA rv"
J rey C. Furness
Senior Scientist
PC: Amy Adams, DWQ -Wash. w /encl.
Al Hodge, DWQ — Wash. w/o encl.
Tammy Hill, DWQ - Raleigh w /encl.
R.M. Smith w/o encl.
M. Brom w/o encl.
C. Preziosi, LMG w /encl.
23 -11 -018 w /encl.
1530 NC Hwy 306 South, Aurora, NC USA 27806 T (252) 322 -4111
PotashCorp. I www.potashcorp.com

RUTMAN CREEK WATERSHED RESTORATION PROJECT
HYDE COUNTY, NORTH CAROLINA
IN SUPPORT OF THE
PCS PHOSPHATE COMPANY, INC.
MODIFIED ALTERNATIVE L
AURORA, BEAUFORT COUNTY, NORTH CAROLINA
AS -BUILT REPORT - PHASE 3
Prepared by:
Wetlands Resource Center
Canal Winchester, Ohio
Land Management Group, Inc.
Wilmington, North Carolina
September 2011

4
I �
TABLE OF CONTENTS
1.0. EXECUTIVE SUMMARY ........ ...............................
2.0. INTRODUCTION ...................... ...............................
3.0 PRE - CONSTRUCTION CONDITIONS ..............
4.0 RESTORATION SUMMARY . ...............................
5.0 INSTALLATION OF MONITORING DEVICES
LIST OF FIGURES, TABLES AND APPENDICES
......................2
...................... 3
...................... 3
...................... 3
...................... 8
Figure1 ................................................................... ............................... ...................Construction Phase Map
Figure 2 ................................................................ ............................... Phase 3 Well and Plot Monitoring Map
Figure3 ............................................................................... ............................... On -Site Reference Well Map
Figure 4 ............................................................ ............................... Reference Well Map (Cameron Property)
Table 1 ..................................................................... ............................... Phase 3 Planting List (March 2011)
Table 2 ................................................. ............................... Vegetation Plots and Wells by Community Type
AppendixA ........................................................................................... ............................... As -Built Drawings
Appendix B .................................................................. ............................... Packing Slips for Plant Deliveries
AppendixC ............................................................................ ............................... Phase 3 Site Photographs
Rutman Creek Watershed Restoration Project
As -Built Report (Phase 3)

1.0 EXECUTIVE SUMMARY
On behalf of PCS Phosphate Company, Inc. (PCS), Wetlands Resource Center LLC (WRC)
implemented the third phase (1,711 acres) of the Rutman Creek Watershed Restoration Project in
August 2010. The entire project consists of three phases totaling 4,213 acres of land formerly
consisting of nearly an entire headwater stream and wetland system of Rutman Creek (a second -
order tributary of the Pungo River) in Hyde County, North Carolina. The Rutman Creek Watershed
Restoration Project is intended to provide suitable, high - quality Coastal Plain wetland and stream
mitigation to offset authorized impacts associated with the PCS mine continuation project in
Aurora, Beaufort County (NC). The objective of the Rutman Creek project is to provide for the
functional restoration and ecological up -lift of wetland and stream habitat via the re- establishment
of characteristic hydrologic conditions and vegetative assemblages. Anticipated functions and
values resulting from the restoration project include increased nutrient retention /transformation,
sediment retention, floodwater storage /flood abatement, and groundwater recharge. Given the
scale of the restoration effort, the project will provide considerable habitat benefits on a watershed
and regional level. The project offers the unique opportunity to provide habitat connectivity
between vast acreage of wildlife refuge areas (to the northeast) and the Pungo River Estuary (to
the southwest):
The Rutman Creek property has been historically managed for agricultural production (winter
wheat, soybean, cotton and corn rotation). The majority of the project site consists of prior -
converted (PC) agricultural fields. Remaining acreage of forested land (jurisdictional and non -
jurisdictional areas) exist toward the southern limits of the project site. Under contract with PCS,
WRC initiated Phase 1 of the restoration project in February 2009 and Phase 2 of the project in
November 2009.
The following document provides information related to the 'as- built' condition of Phase 3
Y
(encompassing 1,711 acres of the 4,213 -ac project area) initiated in August 2010 and completed in
March 2011.
Rutman Creek Watershed Restoration Project 2
As -Built Report (Phase 3)

2.0 INTRODUCTION
Phase 3 of the Rutman Creek Watershed Restoration Project (encompassing 1,711 acres of the
4,213 -ac project area) was initiated in August 2010, The phase boundaries are depicted in Figure
1. Of the 1,711 acres of the Phase 3 project area, approximately 1,388 acres consist of non -
riparian (i.e. headwater bay forest, swamp forest and wet hardwood forest) wetland restoration and
42 acres of riparian restoration (small stream swamp) while the balance (281 acres) consists of bay
forest wetland preservation.
3.0 PRE - CONSTRUCTION CONDITIONS
As with prior phases of the restoration project, Phase 3 consisted predominantly of actively farmed
fields (soybean, corn, and winter wheat rotation). Much of the site had been historically converted
and drained via the network of lateral ditches and collector canals. Spacing of the lateral ditches
was on approximate 330 -ft intervals. Lateral ditches flowed into collector canals (spaced
approximately 5,000 ft apart). Water levels in each collector canal were managed through a series
of water control structures designed to outlet surface water to either the Atlantic Intracoastal
Waterway (AIWW) to the southeast; New Lake Canal to the northwest; or Mooney Canal to the
southwest.
Diversion of headwater inflows resulted in the degradation of an approximate 65 -acre wooded
cypress -gum swamp associated with the upper reach of Rutman Creek. Prior to site conversion for
agriculture, water from expansive headwater wetland areas had discharged to this stream reach.
At the time of the implementation of Phase 3, the cypress -gum swamp exhibited wetland hydrology
but lacked any observable surface flow commonly associated with headwater streams,
4.0 RESTORATION SUMMARY
A. Summary of Earthwork
Restoration activities (earthwork, planting, and installation of monitoring devices) have been
completed within the 1,711 -acre Phase 3 project area. Earthwork was initiated in August 2010
Rutman Creek Watershed Restoration Project 3
As -Built Report (Phase 3)

upon receipt of applicable Erosion and Sediment Control Approvals by the NC Division of Land
Resources. Grading consisted of back - filling lateral field ditches, installing reinforced clay plugs at
prescribed locations within collector canals, the backfilling of an approximate ' /z mile section of the
primary outlet canal (Mooney Canal), the backfilling of an approximate 3,500 If section of Alligator
Canal, and the grading of two zero -order stream valleys. All land- disturbing activities were
implemented in such a manner as to minimize the area of exposure and the time between the land
disturbance and providing for ground cover. Areas disturbed were seeded and mulched upon
completion of final grades. Sediment and erosion control measures (including straw wattles and
check dams) were installed down - gradient within the limits of disturbance to prevent sediment from
leaving the limits of disturbance. All earthwork associated with this phase of the project was
implemented between August 2010 and January 2011.
Clay material for the plugs (Plug #11; Plug #12; Plug #14; and Plug #15) was excavated from
existing spoil piles along Mooney Canal. (Note that Plug #13 was installed within Mooney Canal
during the construction of Phase 2). The plug material was placed within the canals and
compacted utilizing heavy machinery (i.e. excavator equipment). All the clay plugs for Phase 3
were installed within Bama Canal between September 2010 and January 2011. Grading work was
conducted by Wetlands Resource Center staff (Canal Winchester, OH). Final grades were
confirmed by ESP Associates, PA (a registered licensed surveying firm) (refer to as -built drawings
provided in Appendix A). To provide additional reinforcement during high -flow events, filter- fabric
and large rip -rap was placed over the entire length of each plug (including the upstream and
downstream slopes). All water - control structures on each of the canals within Phase 3 have been
removed from operation. Note that access across the water - control structures has been
maintained to provide all- terrain vehicle ingress /egress for monitoring and long -term management.
Grading of the two stream valleys within Phase 3 was consistent with guidelines regarding zero -
order streams in the Outer Coastal Plain. Current guidance specifies that a gently sloping valley
(without a designed /constructed stream channel) may be established within headwater areas that
have been impacted through various land disturbing activities (e.g. agricultural ditching). Both
valleys originate within the area of the restored swamp forest wetland areas and slope gradually to
the respective, existing branches of the small- stream swamp forest. All ditches, field crowns, and
Rutman Creek Watershed Restoration Project 4
As -Built Report (Phase 3)

soil roads within the valley corridor were backfilled and /or removed, and the corridor graded to a
gradual longitudinal slope. The northern valley is identified as Stream Valley "A" while the southern
valley is identified as Stream Valley "B ". Valley A is approximately 5,350 If in length and was
graded to a slope of 0.08 %. Valley B is approximately 3,500 If in length and was graded to a slope
of 0.06 %. Refer to the attached as -built plan view and profile drawings in Appendix A.
It should also be noted that the earthwork included the installation of a wetland seep /swale
adjacent to Alligator Canal near the northern property boundary. Since Alligator Canal extends
beyond the property boundary of the mitigation site, measures were needed to avoid hydrologic
trespass to neighboring properties. Complete backfill of Alligator Canal to the western boundary at
this location would have caused an immediate hydrologic impact to the adjoining properties. As a
result, alternative measures that would avoid hydrologic trespass while minimizing adverse effects
to the overall mitigation effort of the large -scale watershed restoration project were evaluated.
Grading and planting of a vegetated swale was considered the preferred option for preventing
hydrologic trespass while concurrently minimizing adverse effect to the overall restoration project
goals.
The swale /seep was constructed in an area of an existing ditch that drained to the existing forested
small- stream swamp. As part of the earthwork, the down - gradient section of the ditch was
backfilled. The seep dimensions are approximately 600 ft in length (extending from the bank of
Alligator Canal to the intersection of the restored zero -order stream valley) and 160 ft in width. The
slope of the seep is 0.25 %. As depicted on the as -built plan view (Appendix A), the seep was
constructed in the area of an existing field ditch. In addition, the first 60 If involved the removal of
existing roadbed (side -cast material from the historic excavation of Alligator Canal). The area of
the seep is within a shoulder -slope position adjacent to the zero -order stream valley. The
alignment of the seep corresponds with the natural contour of the land in this area (gradual slope
from north - northwest to south - southeast). The bottom elevation of the swale does not exceed the
bottom elevation of the previously existing ditch. The banks of the ditch were graded back to
approximate 30:1 slopes. The lower end of the ditch was backfilled to match the proposed grades.
Coir fiber wattles were installed within the constructed swale to reduce the potential for sediment
run -off prior to the establishment of ground cover. The swale and disturbed area were seeded and
Rutman Creek Watershed Restoration Project 5
As -Built Report (Phase 3)

straw - mulched at a rate of 2 tons per acre. The swale has been planted with a mix of hardwood
species (including bald cypress, swamp chestnut oak, and ironwood) adapted to wet conditions at
a density of approximately 537 stems /acre.
Planting of the 1,430 -ac restoration area was conducted by Superior Tree Planting Service from
February 23, 2011 through March 3, 2011. All planting activities were supervised by environmental
scientists from LMG. Plant material was provided by Arborgen Nursery (Blenheim, SC). Per the
restoration plan, three non - riparian vegetative communities (bay forest, swamp forest and wet
hardwood forest) and one riparian vegetative (small stream swamp) community were established
throughout the 1,430 -ac restoration area. While the different habitats were demarcated in the field
along a specific boundary, species along adjoining habitats were mixed to represent a more natural
transition among community types.
In general, the wet hardwood areas (totaling approximately 223 acres) were planted with species
better adapted for drier conditions. These areas generally consisted of loamy soils with a thin
organic surface. Species planted in these areas included swamp chestnut oak (Quercus
michauxii), black gum (Nyssa sylvatica), laurel oak (Quercus laurifolia) and ironwood (Carpinus
carolinium). The bay forest community (approximately 391 -ac) was planted with characteristic
species such as pond pine (Pinus serotina), bald cypress (Taxodium distichum), black gum (Nyssa
sylvatica), Atlantic white cedar (Chamaecyparis thyoides) and sweet bay (Magnolia virginiana).
The swamp forest habitat (approximately 774 acres) was planted with species better suited for
wetter conditions and soils with deeper organic surfaces. Species of this community type included
green ash (Fraxinus pennsylvanicum), bald cypress, and swamp black gum (Nyssa biflora). The
small stream swamp included those areas within the corridor of the zero -order stream valley.
Species of this habitat type included bald cypress, swamp black gum, river birch (Betula nigra), red
bay (Persea palustris), and pond pine (along the edge of the valley corridor).
A total of 736,385 seedlings were planted (corresponding to an average density of 515 stems /ac) in
Phase 3. Table 1 provides additional information regarding community composition and total stem
counts for Phase 3. In addition, the packing slips for the deliveries to the site are included in
Rutman Creek Watershed Restoration Project 6
As -Built Report (Phase 3)

Appendix B. Photo - documentation of construction and planting activities are provided in Appendix
C.
Table 1. Rutman Creek Watershed Restoration Project - Phase 3 Planting List (March 2011)
Non-Riparian Restoration
Bay Forest
391 -ac
Common Name
Scientific Name
# Planted
Swamp Red Bay
Persea palustrs
9,405
Sweetbay
Magnolia virginiana
11,880
Loblolly Bay
Gordonia lasianthus
8,600
Pond Pine
Pinus serotina
67,425
Atlantic White Cedar
Chamaecyparis thyoides
20,500
Bald Cypress
Taxodium distichum
47,200
Black Gum
Nyssa sylvatica
24,200
Total
189,210
Non-Riparian Restoration
Wet Hardwood Forest
223 -ac
Common Name
Scientific Name
Swamp Chestnut Oak
Quercus michauxii
29,500
Laurel Oak
Quercus laurifolia
18,400
Cherrybark Oak
Quercus falcata
11,400
Black Gum
Nyssa sylvatica
19,700
Ironwood
Carpinus carolinium
16,600
Yellow Poplar
Liriodendron tulipifera
12,200
American Elm
Ulmus amencana
14,300
Total
122,100
Non-Riparian Restoration
Swamp Forest
774 -ac
Common Name
Scientific Name
Yellow Poplar
Liriodendron tulipifera
38,175
Bald Cypress
Taxodium distichum
108,400
Green Ash
Fraxinus pennsylvanica
57,425
Swamp Black Gum
Nyssa biflora
106,400
Pond Pine
Pinus serotina
44,950
Atlantic White Cedar
Chamaecyparis thyoides
42,500
Total
397,850
Riparian Restoration
Small Stream Swam
42 -ac
Common Name
Scientific Name
Bald Cypress
Taxodium distichum
6,000
River Birch
Betula nigra
4,700
Swamp Black Gum
Nyssa biflora
4,700
Pond Pine
Pinus serotina
3,625
Swamp Redbay
Persea palustris _
1,000
Silky Dogwood
Cornus amomum
2,400
Elderberry
Sambucus canadensis
2,400
Buttonbush
Cephalanthus occidentalis
2,400
Total
27,225
Grand Total
736,385
Rutman Creek Watershed Restoration Project 7
As -Built Report (Phase 3)

5.0 INSTALLATION OF MONITORING DEVICES
As part of the implementation of Phase 3, LMG installed a total of 124 automated shallow
groundwater monitoring wells (RDS, Inc. WM -20s) within the 1,430 -ac restoration area (Figure 2).
Of the 124 monitoring wells, fifty -four (54) are located within eighteen (18) arrays situated across
the restored valleys. When new flow gauges are. available for purchase from RDS, Inc., a flow
gauge will be added in the stream valley at the location of each well array. In addition, a total of
sixteen (16)-automated wells have been installed within the identified reference wetland areas both
on the mitigation site and off -site on nearby properties. Data from these wells will be used for
comparative analyses to evaluate the hydrology of the zero -order valleys and the wetland
restoration areas. Refer to Figure 3 and Figure 4 for maps depicting the location of both on -site
and off -site reference wells. In addition to the groundwater monitoring wells, one hundred forty-
three (143) permanent 0.10 -ac vegetation plots were randomly established within the 1,430 -ac
project area. The center of each plot is marked with rebar and flagged PVC.
The selection of plot and well locations was based on stratified random sampling methodology.
The Phase 3 restoration area (1,430 ac) was divided into separate polygons based upon planted
community type (which in turn corresponded to identified soil units and topography). The NOAA
GIS sampling tool (created for area -based sampling) was used to randomly identify locations within
the polygons. The number of wells and vegetation plots by community type are provided in Table
a
Table 2. Vegetation Plots and Wells by Community Type
Community Type
Acreage
Vegetation Plots
'Monitoring Wells
Wet Hardwood Forest
223
22
11
Bay Forest
391
39
20
Swamp Forest
774
78
39
Small Stream (Zero Order)
42
4
54 (18 well arrays)
TOTAL
1,430
143
124
Rutman Creek Watershed Restoration Project
As -Built Report (Phase 3)

Annual monitoring will be conducted near the end of each growing season for a period -of five
years. Vegetative monitoring will occur throughout the established 0.10 -ac permanent plots
corresponding to a total of 14.3 acres (equivalent to approximately 1% of the restoration area).
Shallow groundwater level data will be collected on a daily basis via the 124 automated wells.
When acquired and deployed, a total of 18 flow gauges will begin collecting data within Stream
Valley A and Stream Valley B. All data will be compiled and evaluated per the approved
restoration plan. Please note that specific success criteria (for both vegetation and hydrology) are
described in the restoration plan. Monitoring reports will be submitted annually to the USACE and
NCDWQ by February 15th of each year.
Rutman Creek Watershed Restoration Project 9
As -Built Report (Phase 3)

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APPENDIX B.
PLANT DELIVERY PACKING SLIPS

Native Roots Nursery
703 Nicholson St.
Clinton NC 28328
Land Management Group
PO Box 2522
Wilmington, NC 28402
Ship To
Belhaven NC
Shipping Ticket
Date
Invoice #
2/23/2011
152
1 1VGLJV a b11 "Lk 1VLU111 VJ —A 11 Ul VVFLVU.
Terms
Due Date
Ship Date
Ship Via
Net 30
3/24/2011
2/23/2011
CH Robinson
Description
Quantity
Magnolia virginiana tubeling
Gordonia lasianthus tubeling
Persea palustris tubeling
11,880
8,600
4,880
Dl000n n;nT. „a ro1-rn h., fw if onra.�tnrl
1 1VGLJV a b11 "Lk 1VLU111 VJ —A 11 Ul VVFLVU.

BILL OF LADING
6492 Beersheba Hwy.
McMinnville, TN 37110
Phone °(931).668 -8941 -
Fax[phone]
E-M":[e-mail]
www.tnnursery.com/wcn
ID:
:, R
ORDER #:
c7 . Z
P.O. #:
ORDER DATE:
4.
SHIP DATE:
VIA:
I!
TERMS:
SEND ci
SALESMAN:
CONTACT:
FAX #:
t�.Y., - sr +q--- SHIP TO: ',:.r
BILL TO: ira'' ; „uL _.. _ _., ° � �� r -a: = wt,
'Y3111'
if.i!1tt ?z .f ! ?y x1, �!:...., )r _
...... t'} . ..1 s .... �. _. 1
QTY. ON
ORDER
QTY.
SHIPPED
VARIETY GRADE
UNIT
PRICE
TOTAL
4.
% SERVICE CHARGE ON ALL ACCOUNTS PAST DUE. Received By
IRS h CONDITIONS OF SALE All orders are accepted subject to crop failures, damage by natural causes and we reserve the right to refund all or any pan of the payment made. We are careful to keep varieties true to name and will replace upon proper proof anything
•nay be otherwise or refund original purchase price but not more than this amount. We give no warranty expressed or implied as to the growth or productivity. All orders are accepted without liability for non - performance if labor shortage or delay in transportation should
tnt us from making a delivery. Our terms are 2% 10 net 30 days after date of invoice with any packing charges added. C.O.D. shipments will be made when accompanied by at least 50% with order.
The parties agree that the Chancery Court of Warren County, Tennessee shall have exclusive jurisdiction over any dispute arising out of this transaction.
ALL WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING MERCHANTABILITY AND FITNESS, ARE EXPRESSLY WAIVED.
ir CLAIMS MUST BE FILED IN WRITING WITHIN 10 DAYS OF RECEIVING SHIPMENT. When any damages are apparent, make it to your delivering carrier, followed in writing within 10 days of receiving.

BILL OF LADING
QTY.
SHIPPED
t
UNIT
PRICE
TOTAL
6492 Beersheba Hwy.
ID.
McMinnville, TN 371 I0
rG?
r
Phone {931 668 - 8941,:]
)
r P
Fax[phone]
.oRr'A-'"�.°
E- Mai1:WCNursery @blomand.net
SHIP DATE:
www.tnnursei-y.com /wcn
VIA: If
—'r.
.- ..�w+:n ...
TERMS:
�-
_.... _..- _ .: _ -
"vs
SALESMAN:
CONTACT:
FAX #:
BILL TO
. _ , - r✓ r r -' s ! t ID 1.
SHIP TQ
,�'- .ii h :Y{.4..{
.
Jor.4 ICA
fi
^ " i P.
" .
k e-? �•�� r? L_, €i ND1 ~: CRg .? < .:' S. �•
c ,
i1-~
QTY. ON
ORDER
QTY.
SHIPPED
VARIETY GRADE
UNIT
PRICE
TOTAL
rG?
r
�.y.wsu ivi
.��✓b.1' "'
—'r.
.- ..�w+:n ...
-:. _ ....._. �.
�-
_.... _..- _ .: _ -
"vs
i,L..r3M.f..r
..
4
i% SERVICE CHARGE ON ALL ACCOUNTS PAST DUE. '„ Received By
IMS It CONDITIONS OF SALE: All orders are accepted subject to crop failures, damage by natural causes and we reserve the right to refund all or any part of the payment made. We are careful to keep varieties true to name and will replace upon proper proof anything
may be otherwise or refund original purchase price but not more than this amount. We give no warranty expressed or implied as to the growth or productivity. All orders are accepted' without liability for non-performance if labor shortage or delay in transportation should
gent us from making a delivery. Our terms are 2 % 10 net 30 days after date of Invoice with any packing charges added. C.O.D. shipments will be made when accompanied by at least 50% with order.
The parties agree that the Chancery Court of Warren County, Tennessee shall have exclusive jurisdiction over any dispute arising out of this transaction.
ALL WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING MERCHANTABILITY AND FITNESS, ARE EXPRESSLY WAIVED.
IY CLAIMS MUST BE FILED IN WRITING WITHIN 10 DAYS OF RECEIVING SHIPMENT. When any damages are apparent, make it to your delivering carrier, followed in writing within 10 days of receiving.

U
C!�
Supedree
S&d�]>t]gS
Toll Free: 1-800-222-1290
Phone'' . 843-528-3203
Fax: [phone]
www.superlreeseedlings.com
Date:
Time: a. m, p.m.
Seedling Distribution Sheet 41 1r.
ik", U" ED 41 1 5
South Carolina SuperTree Nursery
5594 Highway 38 South
Blenheim, SC 29516 Circle One: OT or NOT
Customer Name "-t
Ordered by:
A.At-'.
Ship to Location-
Lift Date
Species
Family
Seedlot
Gen.
Pallet Tag Ws
Trearnent-
Pounce
Avg. Sldgs/
Box
No. of
Boxes
Seedlings Shipped
etc.
A
A"7
00
J,
9, q=00
A
goo
-2.
f f v
= i
Q
1 O Y.0 0
A
V.,
j
56
12
Totals
%1
13 qbo
age Temperature
Van Temperature
Number of Racks
ArborGen Employee Signature
Carrier Name
Driver Signature
Customer or Authorized Signature
PACKING SLIP
()'��J.
ARBORGEN

Aft&) .
�uperTree
sadli
Toll Free: 17800-222-1290
Phone'?? 843-528-3203
Fax: [phone]
www.supertreeseedlings.com
Date:
P rn n-m.
Seedling Distribution Sheet
South Carolina SuperTree Nursery
5594 Highway 38 South
Blenheim, SC 29516 r;-1- nnn- AT or NOT
Lift Date
Carrier Name
.ckage Temperature
Driver Signature
Van Temperature
Customer or Authorized Signature
Number of Racks
ArborGen Employee Signature
PACKING SLIP
%f W-
ARBORGEN

3.
As, -
SuperTree
Toll Free: 1-800-222-1290
Phone: [phone]
Fax: [phone]
www.supertreeseedlings.com
Date:
Time: ----- — a. m. p.m.
Seedling Distribution Sheet
00
South Carolina SuperTree Nursery
5594 Highway 38 South
Blenheim, SC 29516 Circle One: OT or NOT
Customer Name:
Ordered by: I
Ship to Location:
:kage Temperature
van Temperature
Number of Racks
ArborGen Employee Signature
Carrier Name
Driver Signature
Customer or Authorized Signature
PACKING SUP
ARBORGEN�-
01
Gen.
Pallet Tag #'s
Treatment-
Pounce
.etc.'
Avg. Sldgs/
Box
No. of
Boxes
Seedlings Shipped
Lift Date
Species
Family
Seedlot
817
t4
e
0-:
14 9
-0 ko
V
u
6 fl,
q oa
6 00
14,
—03,00
Totals
:kage Temperature
van Temperature
Number of Racks
ArborGen Employee Signature
Carrier Name
Driver Signature
Customer or Authorized Signature
PACKING SUP
ARBORGEN�-
01

Seedling Distribution Sheet
South Carolina SuperTree Nursery
Supedree 5594 Highway 38 South
Blenheim, SC 29516 Circle One: OT 'or NOT
Toll Free: 1-800-222-1290
Phone: [phone]
Fax: [phone]
www.supertreeseedlings.com Customer Name:-
Date: Ordered by:
Time: a*M--,P- Ml,� < Ship to Location:
Lift Date
Species
Family
Seedlot
Gen.
Pallet Tag Ws
Treatment-
Pounce,
etc.
Avg. Sldgs/
Box
No. of
Boxes
Seedlings� Shipped
koce
TOO.
< J"
r7
14 00a
00
3
boo
3� 6.2
Totals
015"
,kage Temperature
vc,ii Temperature
Number of Racks
ArborGen Employee Signature
Carrier Name
Driver Signature
Customer or Authorized Signature
PACKING SLIP
ARBORGEN�.

Aw&
SuperTree
Toll Free: 1- 800 - 222 -1290
Phone: 843 - 528 -3203
Fax: [phone]
www.supertreeseedlings.com
Date:
Time: ' a. m. p.m.
Seedling Distribution Sheet
South Carolina SuperTree Nursery
5594 Highway 38 South
Blenheim, SC 29516
r-
Circle One: OT or NOT
Customer Name:
Ordered by:
Ship to Location:
;kage Temperature
Van Temperature
Number of Racks
ArborGen Employee Signature
Carrier Name
Driver Signature
Customer or Authorized Signature
PACK: 'NC SUP
ARBORGEN .
Gen.
Pallet Tag #.'
reatrnent
Bounce,
Avg. Sldgs/
Box
No. of
Boxes
Seedlings Shipped
Lift Date
Species
Family
Seedlot
1 ,
_
r "1
,1.
A,
'
d
400
'00
)q'. V
11� 600
200
0 ti/.
f
Totals
600
;kage Temperature
Van Temperature
Number of Racks
ArborGen Employee Signature
Carrier Name
Driver Signature
Customer or Authorized Signature
PACK: 'NC SUP
ARBORGEN .

'
' ~~e-- K'�K�~�r^bu���n��heet
- ��
South Carolina Supe[TreeNuraery
55Q4 Highway 38South
S&dhrjp B|enheim. SC 2A51G Circle One: OT / or NOT
�
Toll Free: 1'800'222-1290
Phone: [phone]
Fax: [phone]
� �om
� ---_�
Dote:
~ �
Time: aa.m. p m . Lift Date Species Family
-~
'
'ackage Temperature
_______
Van Temperature
Number ofRacks
Arbor3en Employee Signature
__--_
�
====
Seed|cn
Customer Name:-
/ ` !
]\
Ship toLocation:
—Tre7amnent- Avg6S1dgs/ No. of eedlings Shipped
tr
ounce, ox S
7Gen.T Pallet Tag ,n Boxes
0 Box
\ ~ -
Carrier Name `
Driver Signature
customer mAuthohzod Signature
_---______
` -
PACKING SLIP
()�t
ARBORGENN.

package Temperature __---
Van Temperature
Number of Racks
ArborGen Employee Signature_.-.-
� Totals
EN
Carrier Name
Driver Signature
Customer or Authorized Signature
PACKING SLIP ARBORGEN
Seedling Distribution Sheet
1-11 ey
L A
A his
South Carolina SuperTree Nursery
5594 Highway 38 South
�upTP�
S
Blenheim, SC 29516
Circle One:
OT or
NOT
Toll Free: 1- 800 -222 -1290
rte,
Phone: [phone]
Fax: 843 - 528 -3943
r
Customer Name.
www.supertreeseedlings.com
A
..
Ordered by:
Date:
Ship to Location:
Time:
a.m.p.m.
reatment- Avg. Sldgsl
No. of
Seedlings Shipped
Seedlot Gen. Pallet Tag #'s Pounce, ounc Box
Boxes
Lift Date Species
Family
;f_oQ
�`J
1 n
1
z P
log-
(fry®
S'Q0
package Temperature __---
Van Temperature
Number of Racks
ArborGen Employee Signature_.-.-
� Totals
EN
Carrier Name
Driver Signature
Customer or Authorized Signature
PACKING SLIP ARBORGEN

APPENDIX C.
SITE PHOTOGRAPHS

(1) Road bed adjacent to Alligator Canal prior to removal and grading of valley
(2) Removal of road bed and backfilling of Alligator Canal
Rutman Creek
Watershed Restoration Project
Phase 3
Hyde County, North Carolina
LMG
LAND MANAGEMENT GROUP me
- Environmental Consultants
Wilmington, NC
www.lmgroup.net
Appendix C.
As -Built
Site Photographs

(3) Northwestern end of Alligator Canal as it is backfilled
U 41:::
(4) View of backfilled Alligator Canal
Rutman Creek
Watershed Restoration Project
Phase 3
Hyde County, North Carolina
LMG
LAND MANAGEMENT GROUP me
- Environmental Consultants
Wilmington, NC
www.lmgroup.net
Appendix C.
As -Built
Site Photographs

(5) Restored headwater valley re- connected to riparian wetland (see picture below)
(6) Area of riparian wetland enhancement subsequent to re- connection to headwaters.
Sheetflow documented through formerly dry valley.
Rutman Creek
Watershed Restoration Project
Phase 3
Hyde County, North Carolina
LMG
LAND MANAGEMENT GROUP wr
- Environmental Consultants
Wilmington, NC
www.lmgroup.net
Appendix C.
As -Built
Site Photographs

Riparian wetland formerly
disconnected from headwaters
(7) Stream Valley A looking down - gradient toward existing riparian wetlands
(8) Stream Valley A looking up- gradient toward headwater swamp forest area
Rutman Creek
Watershed Restoration
Phase 3
Project LMG
LAND MANAGEMENT GROUP INC
- Environmental Consultants
Hyde County, North Carolina
Wilmington, NC
www.lmgroup.net
Appendix C.
As -Built
Site Photographs

Headwater valley "B"
(9) Stream Valley B near intersection of Alligator Canal prior to backfilling of canal
(10) View of Stream Valley B looking down - gradient toward existing riparian wetlands
Rutman Creek
Watershed Restoration Project
Phase 3
Hyde County, North Carolina
LMG
LAND MANAGEMENT GROUP i
- Environmental Consultants
Wilmington, NC
www.lmgroup.net
Appendix C.
As -Built
Site Photographs

(11)Stream Valley B near intersection of Alligator Canal after final grading
(12) Stream Valley B post- construction
Rutman Creek
Watershed Restoration Project
Phase 3
Hyde County, North Carolina
LMG
LAND MANAGEMENT GROUP roc
- Environmental Consultants
Wilmington, NC
www.lmgroup.net
Appendix C.
As -Built
Site Photographs

(13) Planting of headwater valley
(14) Planting of bay forest areas
Rutman Creek
Watershed Restoration Project
Phase 3
Hyde County, North Carolina
LMG
LAND MANAGEMENT GROUP �xc
- Environmental Consultants
Wilmington, NC
www.lmgroup.net
Appendix C.
As -Built
Site Photographs

(15) Former soybean field post backfilling of ditches
(16) View of WM -20 installed at Plot 41
Rutman Creek
Watershed Restoration Project
Phase 3
Hyde County, North Carolina
LMG
LAND MANAGEMENT GROUP �,vc
- Environmental Consultants
Wilmington, NC
www.lmgroup.net
Appendix C.
As -Built
Site Photographs

(17) View of planted bald cypress
(18) View of planted green ash
Rutman Creek
Watershed Restoration Project
Phase 3
Hyde County, North Carolina
LMG
LAND MANAGEMENT GROUP we
- Environmental Consultants
Wilmington, NC
www.lmgroup.net
Appendix C.
As -Built
Site Photographs