20140549 Ver 1_401 Application_20140514

LETTER OF TRANSMITTAL
d Ward Consulting Engineers, P.C.
4805 Green Road, Suite 100
Raleigh North, Carolina 27616 -2848
(919) 870 -0526 Fax: [phone]
To Y1"Xd
Company:
J��� A /eP _ n'? 7/� Cf 4 — it <�n
We are sending you: ✓Attached _Under separate cover via
the following
_Shop drawings _Prints _Plans _Samples
_Specifications _Copy of letter Change order
Other
Copies 11
MIMI
These are Transmitted as checked below:
✓For approval Approved as submitted _Resubmit_ copies for approval
_For your use _Approved as noted _Submit _copies for distribution
As requested _Returned for corrections _Return _corrected prints
For review & comment Other
Rem
Copy To: " `� D Signed:
h4AY 0 2014

t u
2 0 1 4 0 5 4 9
F WATF
o�° qpG Office Use Only
Corps action ID no
° DWQ protect no
Form Version 1 4 January 2009
C G OWN
MAY ? ® 2014 p Page 1 of 10
i PCN Form — Version 1 4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
la
Type(s) of approval sought from the Corps
❑X Section 404 Permit ❑ Section 10 Permit
1b Specify Nationwide Permit (NWP) number NW 13 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express X❑ 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 ❑X No
For the record only for Corps Permit
❑ Yes ❑X No
If
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 ❑X No
1g
Is the protect located in any of NC's twenty coastal counties If yes, answer 1 h
below
❑Yes ❑X No
1h Is the protect located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Protect Information
2a
Name of protect
Ridgecrest and Willow
2b
County
Wake
2c
Nearest municipality / town
Cary
2d
Subdivision name
N/A
2e
NCDOT only, T I P or state protect no
N/A
3.
Owner Information
3a
Name(s) on Recorded Deed
Taylor Copeland
3b
Deed Book and Page No
DB 12548 PG 0968
3c
Responsible Party (for LLC if
applicable)
3d
Street address
303 South Dixon Avenue
3e
City, state, zip
Cary, NC 27511
3f
Telephone no
3g
Fax no
3h
Email address
C G OWN
MAY ? ® 2014 p Page 1 of 10
i PCN Form — Version 1 4 January 2009

4. Applicant Information (if different from owner)
4a Applicant is ❑ Agent ❑X Other, specify Town of Cary
4b Name Mr Steve Brown, PE
4c Business name Town of Ca Water Resources Department
(if applicable) Cary p
4d
Street address
316 North Academy Street
4e
City, state, zip
Cary, NC, 27511
4f
Telephone no
919 - 469 -4030
4g
Fax no
919 - 460 -4935
4h
Email address
steve brown @townofcary org
5.
Agent/Consultant Information (if applicable)
5a
Name
Becky L Ward
5b
Business name (if applicable)
Ward Consulting Engineers
5c
Street address
4805 Green Road, Suite 100
5d
City, state, zip
Raleigh, NC, 27616
5e
Telephone no
919- 870 -0526
5f
Fax no
919 - 870 -5359
5g
Email address
bward @wce -corp com
Page 2 of 10

Information and Prior Project History
EB-Project
roperty Identification
roperty identification no (tax PIN or parcel ID)
0764208378
lb Site coordinates (in decimal degrees)
Latitude 35 7843 Longitude -78 7872
1c Property size
1 8 acres
2. Surface Waters
2a Name of nearest body of water to proposed project
UT to Swift Creek
2b Water Quality Classification of nearest receiving water
WS -III, NSW
2c River basin
Neuse
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
Please see documentation attachment
3b List the total estimated acreage of all existing wetlands on the property 0
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 750
3d Explain the purpose of the proposed project
Please see documentation attachment
3e Describe the overall project in detail, Including the type of equipment to be used
Please see documentation attachment
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past'?
Yes ❑ No X❑ Unknown
Comments
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)
Agency /Consultant Company
Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
5. Project History
5a Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
Ely ❑ No ❑X Unknown
5b If yes, explain in detail according to "help file" Instructions
6. Future Project Plans
6a Is this a phased project*?
❑Yes ❑X No
6b If yes, explain
Page 3 of 10
PCN Form — Version 1 4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a Which sections were completed below for your protect (check all that apply)
❑ Wetlands ❑X 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
2b 2c 2d 2e 2f
Type of Impact Type of wetland Forested Type of jurisdiction Area of
number
Permanent (P) or
Corps (404,10) or Impact
Temporary T
DWQ (401, other) (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
NIA
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 (PER) or
Type of
Average
Impact
number
Permanent (P) or
Intermittent (INT)?
jurisdiction
stream
length
emporary (T)
width
(linear
(feet)
feet)
P
Excavation
UT to Swift Creek
INT
Corps
31
17
P
rS4
Energy Dissipater
UT to Swift Creek
INT
Corps
31
32
-
Choose one
-
Choose one
S5 -
Choose one
S6 -
Choose one
3h Total stream and tributary impacts
49
31 Comments
The impacts for S1 includes bank restoration and stabilization with erosion fabric, seed, and woody vegetation The impact S2 is for the installation of a
Rip Rap energy dissipater to prevent channel erosion
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 inr4b all o en water im acts below
4a 4c
Open water ame of waterbody 4d 4e
Impact numbe(if applicable)
Permanent (P) Type of Impact Water body Area of Impact (acres)
Temporary (T) type
01 -
❑ Yes ❑ No If yes, permit ID no
02 -
Choose one Choose
EEEd pond surface area (acres)
Choose one Choose
03 -
Choose one Choose
04 -
Choose one Choose
4g Comments
4f Total open water impacts
N/A
5. Pond or Lake Construction
If and or lake construction ro osed then complete the chart below
5a 5b 5c 5d
Pond ID number Proposed use or Wetland Impacts acres 5e
purpose of pond p (acres) Stream Impacts (feet) Upland
P1 Choose one Flooded Filled Excavated Flooded Filled Excavated (acres)
P2 Choose one
5f Total:
5g Comments. N/A
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no
EEEd pond surface area (acres)
ond 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
below If iny im acts re uire mite ation then
all buffer
impacts
ou MUST fill out Section D of this form
6a. Project is in which protected basin?
❑X Neuse ❑ Tar - Pamlico ] Catawba
E] Randleman
❑ Other
6b 6c
Buffer Impact Reason for impact
p
6d
Stream name
6e 6f
Buffer
69
number —
Zone 1
Zone 2
Permanent (P) or
mitigation
impact
impact
Tern ora T
required?
(square
(square
61 P Channel Grading
UT to Swift Creek
No
feet
90
fee t
82 P Endwail
UT to Swift Creek
No
17
0
0
83 T Construction Access
UT to Swift Creek
No
429
B4 -
800
B5
Yes /No
Yes /No
B6
Yes /No
6h Total Buffer Impacts: 53s $oo
61 Comments B1- Channel bank re- shaped to a slope of 2 1 B2- Endwall Extension
63- Temporary Access, Area will be re- vegetated to match existing grasses
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minim
1a Specifically describe measures taken to avoid or minimize the proposed Impacts in designing project
The project minimizes impacts by extending the pipes only to the edge of the stream The project also minimizes the removal of the existing endwall
and dust removes a portion to connect to the new endwall
1b Specifically describe measures taken to avoid or minimize the proposed Impacts through construction techniques
Equipment will be kept above the stream and construction will only occur in the limits of disturbance Seeding, matting, and installation of woody
vegetation will occur in all disturbed areas shown on the planing plan for buffer reestablishment and stabilization
2. Compensatory Mitigation for
to Waters of the U.S. or Waters of the
2a Does the project require Compensatory Mitigation for
Impacts to Waters of the U S or Waters of the State?
2b If yes, mitigation is required by (check all that apply)
❑ Yes ❑X No
❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this ❑ Mitigation bank
project? ❑ Payment to In -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
Type Choose one Quantity
3b Credits Purchased (attach receipt and letter) Type Choose one Quantity
Type Choose one Quantity
3c Comments
1.4. 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- npanan 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 permlttee 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
buffer mitigation9 ❑ Yes ❑X No
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 ripanan buffers identified
within one of the NC RI anan Buffer Protection Rules? ❑ Yes 0 No
1b If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes 0 No
2. Stormwater Management Plan
2a What is the overall percent Imperviousness of this project?
3%
2b Does this project require a Stormwater Management Plan? ❑ Yes 0 No
2c If this project DOES NOT require a Stormwater Management Plan, explain why
The impact of the new headwall will not increase the impervious area for the property located at 303 South Dixon Avenue
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 local overnment's Lunsdlction Is this voiect?
3b Which of the following locally - Implemented stormwater management programs
apply (check all that apply)
13c Has the approved Stormwater Management Plan with proof of approval been I
attached?
Review
4a Which of the following state - Implemented stormwater management programs apply
(check all that apply)
4b Has the approved Stormwater Management Plan with proof of approval been
5. DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements?
5b Have all of the 401 Unit submittal requirements been met?
Bw
Town of Cary
0 Phase II
❑ NSW
�] USMP
❑ Water Supply Watershed
❑ Other
❑ Yes 0 No
❑Coastal counties
❑HQW
❑ORW
❑Session Law 2006 -246
❑Other
❑ Yes 0 No
❑ Yes ❑ No
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1 4 January 2009

F. Supplementary Information
I. Environmental Documentation (DWQ Requirement)
1a Does the project involve an expenditure of public (federal /state /local) funds or the
use of public (federal /state) land? 0 Yes ❑ No
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
(North Carolina) Environmental Policy Act (NEPA/SEPA)? ❑Yes OX No
1c 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
letter) ❑ Yes ❑ No
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 O No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after - the -fact permit application?
❑Yes ❑X 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
additional development, which could impact nearby downstream water quality? ❑Yes OX No
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
N/A the proposed project, or available capacity of the subject facility
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 Q No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c If yes, indicate the USFWS Field Office you have contacted
i
-
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Please see documentation attached
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur In or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b What data sources did you use to determine whether your site would Impact Essential Fish Habitat?
The project is located in an urban headwater stream at an outlet of a pipe
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 ❑X No
status (e g , t
ational Historic Trust designation or properties significant In
North Carolina
history and archaeology)?
7b What data so
irces did you use to determine whether your site would impact historic or archeological resources?
The NC Historical Pr
servation Office website (www hpo der state nc us) was searched and no sites were listed for this property In addition, no
architectural structures
or archaeological artifacts were noted during preliminary surveys at the site
8. Flood Zone Dc
signation (Corps Requirement)
8a Will this project
occur In a FEMA - designated 100 -year floodplain?
❑ Yes ❑X No
8b If yes, explain
how project meets FEMA requirements
8c What source()
did you use to make the floodplain determination?
The website (nc flooc
maps gov) did not list the area to be within a 100 year floodplain
Steve
Brown, P E
_
5/v Jzot j
Applicant/Agent's
Printed Name
Date
Ap llcant/ ent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided
Page 10 of 10

Documentation for Pre - Construction Notification (PCN) Form
Ridgecrest and Willow Project Town of Cary NC
3b. No wetlands are located at the end of the pipe and within the limits of disturbance
B Project Information and Prior Project History
3a. Existing Conditions
The project is located in a well - established residential area of Cary, NC. The head of the stream begins at
a block endwall located on the property of 303 South Dixon Avenue where a partially submerged 30 inch
RCP discharges storm runoff into the stream. The watershed to this point consists of 31 acres of
developed residential lots and four acres of impervious area. During storm events, 322 Willow Street
experiences yard and possible structural flooding due to the capacity limitations of the existing
downstream storm drainage system. Due to the low position of the existing yard inlet ponded water is
predicted to reach a standing water depth of approximately 25 inches of standing water is anticipated in
the yard before the water will overtop the curb into the street. The existing 30" RCP running from the
yard inlet to the endwall is at a negative slope and partially submerged. The conditions of this pipe
additionally results in flow restrictions. The property owner of 322 Willow Street requested the Town of
Cary' assistance in preventing structural flooding on their property.
3d. Explain the purpose of the project
The purpose of the project is to reduce property flooding and prevent structural flooding by providing
additional stormwater capacity for the existing pipe system that extends from the yard inlet at 322
Willow Street to the pipe outlet in the endwall.
3e. Describe the overall ro'ect in detail includin the t e of a ui ment to be used.
The existing system will be replaced with a larger pipe system that will not impact any existing stream
length. The proposed pipes have been rerouted towards the intersections of Willow Street and
Ridgecrest to provide a better alignment and to avoid existing sanitary sewer line relocation. This
alignment will also enable the existing 30 inch pipe crossing Willow Street to be slip lined with a smaller
diameter pipe to minimize construction impacts. To accommodate the twin 36 inch pipes an extension
to the existing endwall at the pipe outlet is proposed. The stream bank at the endwall extension will be
graded to accommodate the new pipes and a rip rap apron is proposed at the outlet to reduce velocities
and prevent stream erosion. The stream bank will be graded to a stable slope, seeded, matted, and
replanted with woody vegetation as shown on the planting plan
The work within the buffer will consist of pipe installation, headwall construction, bank re- shaping, bank
stabilization, and re- vegetation with herbaceous and woody vegetation in Zone A. The work in Zone B
includes pipe installation and re- vegetation with herbaceous seed to match existing conditions.
Construction equipment and materials will be stored on site within the limits of disturbance.
The equipment to be used in this project is earth moving equipment and various other support
apparatuses. Heavy equipment may include hydraulic excavators, compactors, bulldozers, skidsteer
loaders, and dump trucks to load and unload materials. The construction equipment will enter off of the
existing roadways and will perform all construction from the top of the stream bank. No construction
equipment will cross the stream.

F. Supplementary Information
_ - �u� „�C wouia im act Endan ered S
esignated Critical Hbt ecies or
aita
The site is an existing urban residential area that has previously been impacted by development. Habitat
is not present for Wake County listed vertebrate and invertebrate endangered species. Michaux's sumac
prefers open areas and is relatively shade tolerant. The site is forested with other open areas currently
being mowed. There should not be any associated T/E issues.

,�
CCU
�-I
0
�--�
^�
F-�
U
4,
.o

if -f
/ 1
t
w.�
t
f �•
•�
l
1
l
�r
•r,
if -f
/ 1
t
w.�

Photo 3: Looking upstream at submerged pipe in endwall
Photo 4: Stream bank looking upstream

Vn
C�
�-I
cc3
n
•---a
C�
V

V
C
O
R
m
i!a
W Chatham St
6
Project Location Map, Ridgecrest and Willow
N
A
0 205 410 620 Feet
1 inch = 400 feet
Maps makes every effort to produce and publish
the most current and accurate information possible.
However the maps are produtxd for information purposes,
and are NOT surveys No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation

VWQLC1 W119U [Vlidp, mugecrest anti willow
N
205 410 820 Feet
1 inch = 400 feet
Disclaimer
(Maps makes every effort to produce and publish
the most current and accurate information possible.
Hokvever, the maps are produced tot infwrrtatWn purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or Its Interpretation

Soils Map, Ridgecrest and Willow
N
ApB2: Appling sandy loam, 2 -6% slope, eroded
ApC2: Appling sandy loam: 6 -10% slope, eroded
ApD: Appling sandy loam, 10 -15% slope
AsC: Appling fine sandy loam, 6 -10% slope
AsC: Appling fine sandy loam, 6 -10% slope
Cn: Colfax sand loam. 0 -3% slooe
0 50 100 200 Feet
1 inch = 100 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided forthe data therein, its use,or its interpretation

C�

i I, 1
Erosion Control Matting,/ Coconut Fiber (Coin) Blanket (C -700)
Description
The coconut fiber channel lining shall, be a machine- produced 100% biodegradable mat.
The blanket shall be of consistent thickness with the coconut fiber evenly distributed over
the entire area of the mat. Coconut Fiber Blankets`will only be used in locations specified
by the Engineer. Locations will be on all disturbed streambanks prior to turning the
streamflow into the newly constructed channel. Other problem areas may also require the
placement ,of coconut fiber blankets.
Materials
Coconut fiber mattina shall be provided m mei-_t A,-
Matrix
.. vv.i vr.avllu lYVl VN1V W .
Coconut Fiber
Weight
20 oz/SY 678 m2
Tensile'Strength
1348 x 626.1b/ft minimum (1650.5 x 766.5
k m
Elongation
34% x.38%
Open-Area measured
50%
Thickness
0.30 inches minimum. 7.6 mm
Flexibility m — cm
65030 x 29590
Recommended Flow
11 fee_ t/second 3.35 m/s
Size
6.6 x 164 feet 120 SY or 100 S
"C" Factor
_4
0.002
Stakes will be wooden stakes 12 in. (300 mm) in length with a notch cut 1 in. (25 mm)
from the top. These stakes shall be used to stake the matting along the slopes. Wooden 3
ft. stakes spaced approximately ately 4 ft. apart shall be used-to secure the matting at the toe of
the slope. The toe stakes shall have a minimum 1 -inch by 1 -inch cross - section and shall
be designed so that the matting can not slide past the exposed end of the stake.
Construction Methods:
_ Provide a smooth soil surface free from stones, clod's, or debris that will prevent the
contact, of the matting with the soil. Place the matting immediately upon final grading.
Take care to preserve the required line, grade, and, cross section of the area,covered. All
cut slopes' shall be stabilized at the end of each working day with erosion control matting.
Apply fertilizer, seed, lime, and straw mulching prior to installing the matting.
Prepare the soil beneath the matting with topsoil if required, seed, fertilizer, and cover
with straw mulch. Unroll the matting and apply without stretching such that it will lie
smoothly but loosely on the soil,surface. Bury the top slope end of each piece`of matting
in a narrow trench at least 6 inches (150 mm) deep and tamp firmly. Where one roll of
matting °ends and a second roll begins, ,overlap the end of the upper roll over the buried
end of the second roll so there is a 6 inches (150 mm) overlap. Construct check trenches
at least 12 inches (0.3 m) deep every 50 feet (16 m) longitudinally along the edges of the
matting or -as directed by the Project' Engineer. Fold over and burymatting to the full

I ( , I
depth of the trench, close and tamp firmly. Overlap matting at least 6 inches (150 mm)
where 2 or more widths of matting are installed side by side.
Place stakes across the matting at ends, junctions, and check trenches approximately 1
foot (90.3 m) apart with notch facing upslope. Place stakes along the outer edges and
down the center of each strip of matting 3 feet (1 meter) apart. Place stakes along all
lapped edges 1 foot (0.3 m) apart. Refer to details in the plan sheets.
The.Engineer may require adjustments in the trenching or staking requirements to fit
- - - — individual- site-conditions. - - - -- - -- -__ - -- -- — - -- -- - -- - - - - - - -
Basis of Payment
The quantity of "Erosion Control Matting/Coir Matting" measured as provided above
Will be, paid for at the contract unit price per square yard for "Erosion Control
Matting/Coconut Fiber (Coir) Blanket" and shall include all work and materials required
in this section. Payment for staples, stakes; and twine will be included. in the contract unit
price, for "Erosion Control Matting ".
Payment will be made under:
Erosion control matting .............. ............................... SY

0�
^��I
F"�'�
O
. PI
♦�
U
-r--+
O
'�
N
O
O

z
95 V
OO z B
J W a �I
V1 WW �O ZQpQ R
E..I zN N W J Z LLLLLL LL J W J
W a W p a¢ Ti J J J J p 2 Z
�
jF ??UQ
''j�Wy
wO �W '7i q o m�a`�.ija� Qswt3Wcj s to A III I( >0a o 0 m E pa N c 0 Do SZaZ ^O MMW - p p WaZIOoaaZN 2i'O m W =8ao N
o�Z� a'a'a' C s'
0 ow zw. LLp LLO F= zd d' m JJW¢w +� r�S cr3u
W LLJLLJ W� zz �� Fr N as
�N �wO
F mD
Jz Fwp as ¢ `U d
�ap p (A -L m C LL
z O LL L w
f0 U O N � a
0 C O O
0 zT R
, E
N
¢ O C p LL 0 0
.q > z 3 czO
o m N m
CL o p K
3 Z
N R N
d
a E w p p U
c R
$ o m -W m
U w o d o s c o
LL a a LL LL z
x,�ox
d IoIlill
ce
r 104
N
J
o �
o�
0
Z
w � m
0
o o rn_
cn F-�•1 - A
CU =
CD
V V_�t � z o 3 P�"���1�•�W�JlJ \�O/ � I',�L , 8 �
L � ¢
o - l�-�
p m U p
0 z (D O a
^' Q o V]
' r o N -j O W jib O
� O 3mmv Imm on3 � w U
c
ca
S Ub0.10 N0
(� aa,3z���
`TA'r
AM
o
W 0 M q O
i
• �� �
00
a �z�,
Q
M A
F- n
_ gocu u U Q A A
OD
CV) ir)
Q N Ri
CL
AO
sz W Who
Vl
Q'
LAJ
�ZUU M Mm %D
VIQ-'�IJ N
�J WVWM UZ LAJ
J ' MZW �,¢U F¢ -l7pZ
w ¢� Vz Q r.
¢�r J��Q F. LLJ
z ° 3 W r O V z y t¢
v` _• Ix � z Wo
L-3 L) � WUo
Ld
�ac
0-
O
z�
O
y
N
Yom/
A
A

L191-L ON 4MJ 'am4S AUMPDOV 'N 91£
;uow}.odoo noinosoN mjoM
4Jq0 ;o UMOl
ooi WWs 'vs UWJD 9M
eyes -0 :x aamn XMI
0
mz
mr z
az ='Z-
Po
�U
� W,
bs < $_
��OZyla ar
O
O ms °szmN
woc)o��0¢
rc C9
U
28 8UZy =�
Z W w W W W 7-
�FTF=-FOQ¢`!
VNI102IVO H LIIObZ `,k -JVD 30 NLAAOJ,
11 � MION CM 67K)S s
r l2la" IS MO'TIIM (INN CIVOU IM0210QRI �
I
I I II I I I I% n I I I I
1 1
11 t I I I
'I
Z
w m
w �
z O w w h m
U' IwOO- m Z 1-fail t(Nyq N(9��Fp= -7� ZpK � w
g o¢zrcOrca zaN�W��O wz cg y
2 g sar ofnm2Q g8
� � s vlwc.JrWwY �? =gm��
y c� W ¢�Zjmw�a Or9H.H. 10
w '2rz z��p�ww=�umu2llogw�Z °w �v_i
O LL�ZZ� =����co -w prcg OZ2<a� �p a �m
Z w �yy O_mrz Z} .(z(Jw(J O�Q�Qi Ji°up s�C`_°,0 �(9
aO Z ZS KZON�>Ww�LOQO�C�Q02 ArZ QZ �Q Hl-�Z
U 8a 80",gw °pQtm�O¢ww1a200WoNV Rim" j
F�y a
W -wpo °rcaNQa xN °ia�rc = i °pwc�i z z
i d '6�z w wnvwzwZrNaJ�aa;$ re S°
O z- �m��zwQUg °JO ¢per w�0 �
off= $�ap' �aQS��pp �r gzm wrc ail �iw Fm
' F 2Uwrr2GwLLQO Zw c'1wi6$�mK1m �SGIQ' -WNZrW rL
qWfr/lmpQa 7r7gVUOS °aGip°gs W a'2WU`28 >riJlin�°
o air $zOyz crg�OQw4a{{ QQm wrc �J <aZ'��Om 7d`"lo °C j°Zr KOOW pQJ j[[yJJjm z.
$ ovFmd�aN 8gpqpaaLL Q�wa� � � wg9a�m.a?���$
w N KU$=8QHzw T '-v2i LrU
U �J W W F r N w V NNW x a r 95'M ~ d m U
w aQ� 'ZU =200?az rW ?QOWQf2NN Q
b n p 3
ww � N M� N f„
N (7
W O
_
6rg?2
a
2
rcJspijp 0� � 5� W ��iz55
�8 w�Z'. -5 EMU slaw vawio¢ ??w
=z�az�mm oNi�`w'rb "'arc i�ci}am ofzz,�"F
Sw2aZ��0 j�a�`2t]2Qy NyOW�NU' OFa
_� mOw�aQ$ °w Uma Nz auf%i
2 -26%5 AH s4ic2i!dazaNi$ H%gg wqg
a-JP$- HH a6g=wZ5 W°w
NNO°$ WN i-L io Q�g ZOZ S�FjH mNm
��rc= stir; �z °�ar0 C¢ S8°'t ->ww �QrO
F� r OZW�w ¢wQaW� ¢vl
zN �ii °a�
��y 88WJ jS� w-
W 4°wi
°��pZam�° TumLLWaW U�N� w =oNEZ
ZB
ul° �wW�oom� °wFm &�aN7Jg(°aaa�Y�ww�o� = &Z
Z 1,72 N °um1N�W °� °wwmp O�u°wipoa
Z
m m rc
a
���Oa�7COinJ- t7'oaWOOi�O� - ^m �wC�O °U�ow
O =?S�ON� QU Wwwrg °$ aUZ ULL��- frc u�fnwU
°yF�w?U='�a�'gBVjZSFh$�Ff2 -�rL �LLV_lw ¢�w�
oawz�m��2�z�w °mNm��z��NZ���msQUO�
gao8 =�gaO8�wZptiaaw =I1715n8zN��8w 2 wZp
0aFw$
w W�UUfdZo�¢r=�ua$�ryn fwilw m�O�Q�V
w m 9 z w
z o
yNz
O
o°C= 5 =(3ZZwZ nq'-g- y >O Z(9r a$
Z�BK Q(7 WQaa Zw 8m WZ�Z A "O ✓y$�N as W�
O�xg QZ yo'� �VVW mlull� 8$ = ram � _
Ho-.!N) m �ow'� o =z� _ $a Lei
° $ ¢ a =s
z °d d"rO� rr w aw 8 W � ��9 �W QUO
j 0 OZ� Q QA NGrm a'a rc�-O
zg�w8wOW s =�0� 2iwz
a w `wi'r�=rc r�mQ 2� z
NON ONU N $oso ¢ �wsz sm�
zrcw0 wzr� LLZi
p'jw w
rN5� � $wowq� w � "o �a °wwcs7 � w
8S y w woa a
wYu2i �8gw wm?w -zw8
a m- g 2 wzLLw
a�=� J�3 =wg�g�go� a'z4a ���mWo
it >wNZ''zda Nw;QQ;{{a
°JD pr=ai x 6° FOp`gwO�oa4wNzO¢O�a( �p wm�i r�j�aSmY U Y '4 $w� = ¢F2Z O QzW� m� W�wxZ�SratyWaWrcrcawx O d�$i Ww Sa w°VF¢h
KZ w O O
(9� � mYOZLLZ�o�ro xw z�'�prp$aw
QU fcn/f1r ZOrWmf °�UNyZ4iN° �FJKr U'a'Ur�rOFWOr 8;z Sa z
WO�Zp w�JQ=O�iKOw pia i5ioa r'6 s d�Nn.��oa��y0
V=K�V roaara zmmmmomrmraarUriprOm
= W A � WJ
S = 2y ZE Ny
o z mJ
r.
wuaiM °W J
NHu��m m°d MH p�-w�
xx �i �w�� °'rcwu-
f-
pp�m° SYw22 QU$°
C Sa' p Zo oF $ M.".0.
W W 6 N $w a �4lg W¢> mj �m LL°mg p K 0 Q
J Z�QmU�7 Q N rj
a� mmNp mUZ.-
z�aaN
Ww Zwowa WBw
=amp a t(�Jz� W. w$w
pa duo �NaNNqallf Nwy04
az
2 gK
zww WPA �r�a U
a�FtJQ°� raW �1-w bKJO�a
m¢ °WONrr��a QZaNQw
m rmH UM it m6ra
Qz rSti r Fw2w
QQg��rN ��m8y
F
13 =1d_LS 1S3M S
E~
1 �
Q
V'
LL-1 O�
w
v7 Ul,
L?1
Vr
I
6
W
_
>
Z
Q
2
Z ¢
$ 2
a p
8
W z
ao
W
m
g
NZ��
y"$
No
d 2
$�
°¢S
��
�aF
rcF
N $
U O
y W m
0 N
'a wy
g a
mQa
�a
�
-mzJ
loi
8$�
rri�m
rwn ZNUZ
gmfiz>
wSw mJ
N�7r2ZU ¢y Ua5
ram�a� f-� LLaw
�(
t{1zQa
9
� ° °QQ
W°JDO
Z W 4 W K
as UR
8
r
Q K
°,
}K} w�wla
v 2 J LL
ZUZ2p.Zw
O J w z Lq
QUrQU �aaa
Z W?S
Q(!:m 6
Ngwr
pa, o¢�ea�eO pmp
WZOdKOfr/1m
a([mN¢UNwJW�pU
z
W
�R
= W A � WJ
S = 2y ZE Ny
o z mJ
r.
wuaiM °W J
NHu��m m°d MH p�-w�
xx �i �w�� °'rcwu-
f-
pp�m° SYw22 QU$°
C Sa' p Zo oF $ M.".0.
W W 6 N $w a �4lg W¢> mj �m LL°mg p K 0 Q
J Z�QmU�7 Q N rj
a� mmNp mUZ.-
z�aaN
Ww Zwowa WBw
=amp a t(�Jz� W. w$w
pa duo �NaNNqallf Nwy04
az
2 gK
zww WPA �r�a U
a�FtJQ°� raW �1-w bKJO�a
m¢ °WONrr��a QZaNQw
m rmH UM it m6ra
Qz rSti r Fw2w
QQg��rN ��m8y
F
13 =1d_LS 1S3M S
E~
1 �
Q
V'
LL-1 O�
w
v7 Ul,
L?1
Vr
I
6

al91-a ON AJDO '399AS AURPMV 'N 91C VNIrIONVO HDION `XXV0 30 NMO,L
}11gW}JDd9Q BGDinooaa U ;DM ;'3NN() *'.. 10 (N� MOT r
o
9240 —m (STO) X007 aim w ;pm �uosm 9w
N S.I.I HW'AA0idW1 HDVNIVU(I
owe -� .� �� �a �
'�•,T `gW'4q TTr)KT'a - FWT.T.'TnQKTm (MVAA __ MO'I'II A 28 ISHUDHOUM � d do
W Li
v
7
F
Qzo
tJj- Z E
—N-p O
J
3
POSITIVE PROTECTION
PORTABLE CONCRETE BARRIER
H
W
W
N
H
y
W
3
H
vq
8� �Y
C� �6
`_ ICI I z
'aa
0
a
12
a
i
F
o�
�l
g
j:
wnwDaw c--
O
O
0�_u
12 t
8
co
O
ol%o■
ii ii
no ■■
■■ no
u u
,®�
�./
.. ■■
■■ ■■
no on
.. ■■
on
aOm IIYi1J
N ■l IC©
■N ■11.4
■N■I I■■
POSITIVE PROTECTION
PORTABLE CONCRETE BARRIER
H
W
W
N
H
y
W
3
H
vq
8� �Y
C� �6
`_ ICI I z
'aa
0
a
12
a
i
F
o�
�l
g
j:
wnwDaw c--
O
O
0�_u
12 t
8
co
O
III I a 1, 6 R1 5
6ij ;I
a I I'll
12[x
go
4 d n a3

ZL9LZ ON AJD'J '199.qS Aujopry 'N 91C VNIrIONVO H1U0N `A'dVD 30 XM01
;uou.r+jndoa sawn000a -a }OM
AJ�O ;O uMOl a� +�a = �!
6989 -urn M va qM8 ox CM (3W JB Mo'm
9890 -OLB (818) OOi vw6 'Vg=we 90Bf NV"W 10HLNW ^�
V
em-0 � aeN�a Ana `••�'"'„ S1NRWRA02idInII 'J1JVXIV2iQ
DNIS,'IflSNOD Crdvm M0rjrjjM 2R JLMDaDCjjU
L � •
O
z_
mmmi
M
133211S 1S3M 'S 133NIS 1S3M 'S
� a
a a
w w
H
�P Wz
o �P W o �
o
o� s�
aw ,mow
S0
W W
Li P
v~i 3AV 1HEINA y 3AV 1HE)INA e
C3
IP-2
A J A
3 0 3 loll 11 ;
ce
W W a 12
W W ��� ,
A ASR$
M I I I
Mel
b 6'y 1 d d 4 d ,a

ZISLZ ON AJoO IWAS (UJDPDOV 'N W
}uouqjcdso staoinoaoa m;DM
km o ;O UMOJ,
am —once ga xvi gm a ox �
o89)-OGB ST8 OOi ome In UMJD gm
am--D :ox momn Aid
'�'d `S2I��NIOI�I� OI�II,L'IIISI�IO� Q2I�M
1 '\
VNIJOIVO H.L2ION `A-d vro AO NMO.L
SJ NHW oudwi aOVNIV -dG
log
hauls MO'TIIM (INV avo-d J SaNDHOund
ova
d
&&sE
a
z
J
z
V�
z U
z f
2
i
z w
V
V
z
H^
0
e
N
m
M
N
(W
lb
� '�II III11��1
I LL�
/ ,,;','.! \ ~ �d0 'l `� ♦\ 2N
All
\
dam\ �o�� � \ � . � - I)� ��♦ \\ // \ � /
FIX
SW
tkx•
\ `\
ak�- - \
\_001 1gg°\ owl °
/ F vim\
VV\
FFy„� 6
V \ I •t\ I\II7''9\ \ \ °\ �'\�\ \�
Lao. ag
w IL
149,
\ 3�Kii N340 A ,f JNLLSD(3 I \
\ a
CL
111 \ \ ` \ \` \•- \
it
�}n �mz
1 M IS
I- 0011 —s— { \\ \ \`
Alf
FA \ a \\ \ 16
(td
0
l d u o z- oA
�1
I�� "" UJ
WL T, : 1 �

USCZ ON AJDO IWAS twPPDOV *N W VXIrl0 dVD HZU0N `AdVD AO NMO.L
IU*UgJDdap BDOJF16608 JQJDM
tlGDO )O UMDj y +�f�40•,
8469 -068 8T8 %Yd 678tL8 Dlt Q
>t�
4890 -M M ooi w4ms 'M USQJD goer . �� - s.LI� HW2[A0UclWl 219VNI�ia $ �
om—o :" sown mm JL21au.LS MO'TIIM (INV CIVOU .LSaUD21OaRI
'D'd `SXHlAxl9NlA oNIZ'iI1SN0o crdvm
gM
N
\e \
lb
N.
t ♦ \♦ \\ \ c
\
s.
\ \ e
0
di,
bt
t� �p
ak
`\ O / •I • `�� \` /J /\ ` \ \\ \\ •
\\ \ \ \
Cf Z.
_ \\
aat "°
oI
1 111)
\ I s

ZISLZ ON kJD3 ` MAS AUJOPW/ 'N 91£
}uou4mdop saoinoeaa w;DM
;o u mol
e989 -ode (STS) xvd 9T9d8 ON
9890 -ode M 001 o7WS *m UDDJD gm
eT98 -D 4m awn mu
VNI'IONVO H,LWON `AWVD AO NMO,L
t #CNVNVI
SIN21IAI AOUdWI H- DVNI`d2IQ
laau LS Morirli m (INV civow ISHUD21- QRI
I \
\ /
0 ' • \
1^
z �
001 �W
cz
a �Y Ike—
Al \
f
i s
z1
ckh
I
n vril I 1 I /�
I I I\ I t
zi
im
1 t \ 1 1
I
I
I
I+
N
N
n
N
I
8
R
o b
in
0

ZISLZ 3N tioO 19PAS AUMP?oV 'N 9I£ V%IIrIO'UVD H1NON `AWVD JO NMO.L
auow}podop wojnosoa jo;oM °'3NN (j "-
tic� jo wr►ol %i1 t ' ��um% Z # CM � ' b
em-em BTe Y►8 97M ON �
9e90 -aa9 8.w ooT "M Is � Qoer S1.I�I�I/�i�A02IdI�I �1J�'NI�2IQ
em--o 4m ammn mm "" "'' J aaHIS MOrIrIIM QIV avow .LSD oaDaIld
goo
qlqirifmS o cmvm
a
b_
^I
n
oL
I
I
4
\nl
J �
1`l
i'$ZZS
r
N
a
s
zQz�
dN
a
IT
Oilmg
11111 fill I I I I I! I N
N
�q

ZtSLZ ON AJoD IWAS AUJDPooV 'N WE
}uawVDdap coomosoU jo;DM
e969 -O 9 Ste 8Y1 9791S ON IRRpnua
9990-018 (STS) oot emm In MoD 9o9T
ST98 -0 :ON mow!I ama Y�
v kX.L 1V l.L V ►J AAL"% -L V1Nl Lill Y L.f L.LV LXL•1\.J L"
: '3NN.( 7
°a, NOL vmmm M LYM ®®Od- K�dd v
SJXHWaA0"UJWIH9VNIV-dG 19
hauls MOTIIM (INV Gvou IsauDaJQRI V a a
1 41
r
r'
i,
� a �
1 �
I
Xv. J,
`� � — � �1 '`� 1����� �� fit• /� � �
,1
r '
J
1 r-�
r
1
!� or
!�
!
o,
r
r ,
8
S §
� 8
1
\'I\-
J\'
1�
:I
ip
�e
ICI
i
lip
Ion���A
:I
ip
�e
g
I
My
I
ICI
i
Ion���A
g
I
My
I
i
g
I
My
I

ZISLZ ON AJVO 100AS dUIPPEW 'N 9t£
}wu4JDdaQ awnoeoa -S}DM
Ajo ;o UMol
8969--Ow 8T8 B►d 9i9w8 �N
9890 -owe su OOT ows *m UNWO goot
8T98 -0 :ON III mu
��e
o
b
n
/ to
I \
Is
VNTIO "M HJLWON `A' HVD AO NMOZ
NYId 8'TaiM (3W NCUdarrJ.a
DNUNWId rff3WB ®®C'adOdd ;
SJ.NHWaA0'ddW1 T[`JVN a
121a2I.LS MO'I'IIM QNFT QV02I ZM0210QI2I
`g m
zm w
F aaLLLL z w
m_ WWp�W m ¢o W U m WW
WY
W w>OpFw
F-
¢z
i%55� rWrw�w w� <pw�zW ~i7�Wrcyza Z�
�v=i waom�W 11�yyO oUi�N�p�pZrn���N O
FWW wy V a� pZFw h-
we
�N
w0 log��Ww
�apH wpm FW_ -$try gj mW���xKpO w ��
Z Xm�iz = Na OUHO`�ZOF'X�ayz�
0 aa$�?�z���mo�a�xo Q$aOgg aW
gg ss WW aa m �x �ji� dmQQQQ
O�w�Z�U'Wx�SS�2 �a�nZZ��m FZ�N�'axr�`-w Za XZm
t7 a��rZWrL �Fmtl pZpc g?6 tL ti oZp�a mrc yWFwg¢~p pa=Z
Omd 126 d'w?HaUatWj�77w5W aa�U¢1xa�LL 7O1pO0a,U��
a F
a
Z
o
a �z
a w
Z
� W
`a
za
zl
i
1
1
4
9
i
dA
1 2 a s�
d d i d d
8a
A =
i
a
t N
O
z
z
�pU
E-�
r
11
0� .q
1
,L.
H
it
■
I _g
lip,
N 14
R r
\I
:;C]

aISLZ ON AJDIO '309AS town AUMPR*V 'N IDM VNI1011VO Hl-d0 I `XdV0 JO NMO,L
;Uau�.,cdoa �noaoa � }cM ,,.,,
ICJD3 j0 UMOj ;a ±jiNNlj�u'
8969 -OLB 8I6 End 9T9L8 �!I ��� m swim
gago-uo (STS) WT WWQ Im =MID 9m
SJX 1WHA0WclWI HOVNIVI&I `
ST98-� 1 Wn hauls MO'TIIM QNV Qv02I lsaaoa (il_d
'3'd `S2I99NIIJI�I� ONIZZIISI�IOD Q2I�'M
' C N 'XOI3TYU M3MS .OS - 3did .S4 IIUNI „SI
' sAYMHOIN dO NoiSiAla B103AIRD 3dId 31BROO BNV °•
wI1YlUodSNva dO 1d30 m
YNtTDwa NINON 310NI8 tlOd l'IVNWN3 313tl9N00 -�
i0 31Y1S UOd DNIMVUO OUWNYIS NSIIM3
S'.IT
IF
LLL
bbirx
� I C 6 1 bLL�L 1
4 �3355�9 L'qe qa."
- -r O
I I - -T a
I
e I F STATE OF ENOLISX STANDARD DIUBING FOR
o
7 WA DEPT
NORTH RA OF
oN CONCRETE ENDWALL FOR SINGLE m° U
�r PT OF OF HI YS AND DOUBLE PIPE CULVERTS
I I DLL WEIfdI, N C tfi" TNiW 48" PIPE 80' SNHI
z
O
Lo
p
N
O
llllll l
�s' 10
3 K
1-1 z
a m d g
m 4 u -r
� s
Main � � � ��
e 60 O N wt i d d b
o` 3
ao VON It F W f
a
r U�
vl ��B{j ULM
� O.
Y � MIL �, 'aa i��'f •' b
12

USIZ ON AmO IM4S AUWPOOV 'N 9t£
}wu4Odob saO�nosaa ;oM
, •,
Z c
VXI'IM1VD HxON A-dVD AO NMO,L
0
�a
.m
kwo ;o UMOj
,
' "3N N4 j' ••
'ate+ ►+� ,'� =:
�
9w�
�
�
I
am-om ZFd gum ON
9890 -ow (8T8) ooT oww 'VII �iD goof•
r
7 •
v
'D
l
am--o :ox n >a ° s
�,,
SJ N21WaAOUdW1 aDVN�xa
I
tT
A
z
1!6
A
A
'1',T `RNgr4VTr)KTq r)KTT.VTngKTO') CT?TVM
__
121axIs Mo'I'IIM QNV (WON 1moaoaix
m
x,11 c
z �ig
ik �� A
1 L 29
TTIM�a
H W
W
H
Rug w
ga ss8 R p
ui mm
a
y m
p W
19M �Ig10 JD im K (J
U
y�
I
WA
M
0
p4
a
I
F
U
V
w
z
0
H
U�
H
p,
W
r
Pi
a
CL
W
F
G, W
p.
a
_a W
m
o
A
rojolo'
Z
9 12
W
e
z
O�
U
a
a
0
�a
>
Z
9 12
W
e
z
O�
U
y �
z
�
U
v
'D
$
D
A
z
A
A
Oil
W
m
y �
z

ZL4LZ ON kZ3 `3 p(] �twePcay 'N 91£ `v'NI702vD H,I.a0N `X11VD 30 Nm0j,
;uou�cdoa soainosoa �o ;G/N . °�NN.i j' °• �
+ �..
6999 -O0 (STO) ZVI 9WW ON RIPL " swim 3TTAUM
9840 -us (STS) OOT "WS W UMiD 909f 1
GT98 -0 :m xwwn mu ' '. !'� "• S.INHWaA0'dJWI HJVNIVU(I
'ad `s -darn IONa ONIZ'IfISNOD auvm ZaaH.LS MO'I'IIM (INV QV02I .LSH2I32HIJ(li d �
z
° I` a c, ; a a ww
� a
� a
gg U U
NI
RN
Z
fil e�"
1441 Not a
OEQ
Acwi, k�
p
� 1
.4 ._
a Z
O s N N
r
a W
Niglio
app{ y !,
>
GX
IN
A6
fig
x. Y g
16 b Y i 1�3y{y��;
� I a !! iCCi
�Y Ew p
+ zo Q I� -•+ K °m 1 o Q
>
_— E _« ti ♦ e Q O iEk1i I I b
I
x
x
x
x
x
x
x
x
x�
a
xxxxxxx�a��
xxxx�ats
���
q