20030578 Ver 1_COMPLETE FILE_20030509

OF Vv ti f F9p Michael F. Easley, Governor
William G. Ross Jr., Secretary
0,
G North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
>_ -1 Division of Water Quality
O `c
June 10, 2003
DWQ# 03-0578
Mr. Mel Alexander Martin County
Director of Parks and Recreation
P.O. Box 6, Town of Williamston
Williamston, INC, 27892
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Alexander:
You have our approval, in accordance with the attached conditions, to place fill in 0.177 acre of wetlands and 93 linear feet of
intermittent streams in order to construct the Williamston Department of Parks and Recreation Community Park in Martin County, as
described in your application received by the Division of Water Quality on May 9, 2003. After reviewing your application, we have
determined that this fill is covered by General Water Quality Certification Number 3402, which can be downloaded from our web site at
http://h2o.enr.state.nc.us . This Certification allows you to use Nationwide Permit Number 39 when issued by the U.S. Army Corps of
Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. You should send an application to
the Division of Land Resources for their review of your project under dam safety rules as well as erosion and sediment control. Also this
approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional condition listed
below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 1508 of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Tom Steffens in the DWQ Washington Regional Office at 252-946-6481 or Cyndi Karoly in Raleigh at 919-
733-9721.
Sincerely,
r
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Washington Regulatory Field Office
Washington DWQ Regional Office
Central Files
File Copy
John Lowenthal, 5544 Greenwich Road, Virginia Beach, VA, 23462
030578
N. C. Division of Water Quality 1617 Mail Service C46
enter Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
MEMORANDUM
TO: John Dorney/., Regional Contact: tom steffens
Non-Discharge BranchD WO Supervisor: Roger Thorpe
? Date:
SUBJECT: WETLAND STAFF REPOR R660MM ?TIONS
Q,;; l/io
Facility Name Williamston Parks & Rec Communityl? County Martin
Project Number 03 0578 C?O County2
Recvd From APP Region Washington
Received Date 5/9/03 Recvd By Region
Project Type community park development
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 OTHO Y O -NF-F-23-50-1 r _cF__ 30,209. 0.18 93.00
Mitigation Wetland
MitigationType Type Acres Feet
Wetland mitigation bank 0TH 0.35 F
T_r F_
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
C
omments: -7/?
r (f
JaSue n/
cc: Regional Office
Central Office Page Number 1
Mai 20 03 12:58p Town of Williamston 252-792-0399 p.l
WILLIAMSTON PARKS & RECREATION
POST OFFICE BOX 6. WILI_,IAMSTON, NC 27892
PHONE [phone] • FAX [phone]
DATE: 5" ?ZF • 0 3
TO: PA*P- V?Pr..,j
FROM: Mf.t a- ?sr
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Office Use Only: Form Version May 2002
USACE Action ID No. _ DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit [] Riparian or ed Buffer Rules
Section 10 Permit [] Isolated Wet an from DWQ
® 401 Water Quality Certification n
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval fo t 'ertification is
not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify a ilability with NCWRP prior to submittal of PCN), complete
section VIII and check here: 5-2
5. If your project is located in any of Noah Carolina's twenty coastal counties (listed on page 4),
and the project is within a North :Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: []
H. Applicant Information
1. Owner/Applicant Information
Name: _ Mel Alexander, Director of Parks and Recreation
Mailing Address:. PO Box 6; Town of Williamston
Williamston, NC 27892
Telephone Number: 252-792-7042. Fax Number: 252-792-2509
E-mail Address: -"
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must
be attached if the Agent has signatory authority for the owner/applicant.)
Name: John Lowenthal, PWS
Company Affiliation: LandMark'Design Group
Mailing Address: __ 5544 Greenwich Road
Virginia Beach VA 23462
Telephone Number: 757-473-2000 1 Fax Number. 757-497-7933
E-mail Address: Lowenthal 2?landmarkd .com
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USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed, Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete fo'r processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http.Wh2o.enr.state. nc us/ncwetlands/strmgide.htm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation); a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Provide 2:1 mitigation for 0.177 acres of impacts. Mitigation bank credits will be
purchased to provide 0.354 acres of miti ation -
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoratin
o
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP websiie at http://h2o.enr.state.nc. !s _
wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):`
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
M A
S"L
Amount of Non-riparian wetland mitigation requested (acres): S ?b•a3
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
i
Page6of8
Triage Check List
Date; 051
To
? ARO
? FRO
? MRO
RRO
Project Name; I
6?3 s
County;
Mike Parker
Ken Averitte
Alan Johnson
Steve Mitchell
From; -1?1i?
a WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Cyndi Karoly (CentralOfFice)

Telephone : (919)
The file n ' ?
rtached is being forwarded to
Please call if Your for your evaluation,
- You need assistance. .
tream
itching
? Are the stream and or wetland .. _ -. .. ,.
(Check dra ntigation sites available
wings for accuracy and viable?
? Is the aPPlication consistent with pre-application .meetings?
Cumulative impact concern
---...uauUIl :tafz!?
Wetland det
ami termination and distance t 4(`tu
mization/ to bluellne sUrf
.ace 4 `
avoidance issues vt?ate''
? Buffer Rules (Neuse T ,
? Pond fill -P?nlico, Catawba, Randleman
IR Mitigation )
D Ratios i' ?,,
WILLIAMSTON PARKS & RECREATION
110ST OFFICF. BOX 6. WILL,IAMSTON, NC 27892
P11ONL 252-792-7042 • FAX [phone]
Date: 5-8-03
? >b
To: Mike Horan, NC Division of Water Quality
From: Melton Alexander, Director
Subject: 401 Permit Fee
WEN yDS140l Q
?ApUF
A RQUALIN
EcripN
Please be advised that the town requests "written notification" regarding our 401 Permit.
As per our telephone conversation this morning I have enclosed a check for $200 to the
NC Division of Water Quality. If you find any problem regarding this application please
Contact me ASAP. Also allow me to thank you again for your patient assistance.
M 4-
LANDMARK
May 6, 2003
Mr. Mike Horan
NCDENR
Division of Water Quality
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604

101113P Yaw
11!i;?
Aft
Re: Williamston Department of Parks and Recreation Community Park
Corps No. 200310529
LMDG No 1980343-002.04
Dear Mr. I-loran:
LandMark Design Group, Inc, (LandMark) assisting Williamston Department of Parks And Recreation, submits
this 401 PCN and supporting information requesting authorization for wetland encroachments associated with
development of a community park at the intersection of Prison Camp Road and Tyner Road in Williamston, North
Carolina. The proposed wetland impacts qualify for Nationwide Permit 39.
I have included a copy of the 1) PCN, 2) drawings including a vicinity map, an overall site exhibit, plan views of
the road crossing and three other minor impact locations and, a section through the roadway 3) copy of the Corps
delineation letter and exhibit, 4) Corps NWP 39 permit, 5) a copy of the FEMA Map for the region illustrating
that the site is not in or near the 100 year flood plain and 6) a full size set of plan sheets.
Background
Mr. Wescott, COF., had a preference for locating the access road at the location of the existing farm road and
during the design process we evaluated locating the access road and pedestrian access pathway at the location of
the existing farm road as well as separating the road from the pedestrian pathway. A comparison of the two
designs is provided below.
2. F,valuation of Two Roadway Alternatives
A. Location of the proposed access road at the location of the existing farm road
LandMark completed preliminary design of the proposed access road at the location of the existing farm
road. A pedestrian pathway is required due to the amount of foot traffic traversing between the parking
lot and a one of the two playgrounds and some of the ball fields. Separation of the pathway and the road is
required as a major safety concern. The pedestrian pathway was located five feet off of the roadway in the
preliminary design. The total wetland encroachment for this alternative was 0.16 acres. In addition,
fewer parking spaces were possible with this roadway alternative.
B. Location of the proposed access road upstream of the existing farm road and locating the
pedestrian pathway on the farm road.
Engineers . Planners . Surveyors . Landscape Architects . Environmental Scientists
5544 Greenwich Road, Suite 200, Virginia Beach, VA 23462 17571 473-2000 FAX: [phone] [e-mail]
Mike Horan
NC DWQ
May 6, 2003
Page 2
LandMark completed a preliminary design locating the proposed road upstream of the existing farm road
and locating the pedestrian pathway on the farm road. The total wetland encroachment for this alternative
was 0.174 acres.
Using safety as the major deciding factor, the Department of Parks and Recreation chose to locate the proposed
access road upstream of the existing farm road and have the major separation between the pedestrian pathway and
the access road.
Impacts
A. Road Crossing " Impact A"
'rile road crossing is necessary to access the back portion of the site. The proposed impact is 0.174 acres.
See Figures 3 and 4 for the overall location, plan view and cross section of the proposed access road.
B. Parking "Impact B"
Impact B is necessary to allow even grading around the parking lot and meet the minimum parking
requirements. The proposed impact is 0.001 acres. See Figure 3 for a plan view of the proposed impact.
C. Pedestrian Pathway "Impact C"
Impact C is necessary to grade the existing farm road to ADA standards for handicapped access and allow
the pedestrian path to be placed on the road. The proposed impact is 0.001 acres. See Figure 3 for a plan
view of the impact.
D. Culvert Replacement
The existing 24'culvert under the farm road is not functioning properly. It is on a negative slope and is
undersized. The culvert located upstream at Prison Camp road is a 36'. We propose to replace the
existing culvert with a 29' by 45' horizontal elliptical reinforced concrete pipe which will allow the
roadway to stay at the existing elevation. This culvert passes the same volume as a round 36' culvert.
See Figure 3 for a plan view of the impact.
E. Stormwater Management "Impact D"
Impact D is necessary to allow discharge from the stormwater management facility into the existing ditch.
'I're outfall structure is located outside the ditch, but armoring of the ditch at the outfall location is
warranted to prevent erosion. The impact at this location is 0.001 acres. See Figure 5 for a plan view of
the impact.
Avoidance and Minimization Measures
A. Road Crossing " Impact A"
The proposed access road design was evaluated at the location of the existing road. The impact quantities
were very close to the proposed impact at the preferred location. Furthermore, the roadway is located as
far upstream as possible and still be on the Park property. The culvert will be an 29' by 45' horizontal
elliptical reinforced concrete which will allow the roadway to be constructed at a lower elevation and
reduce the wetland impact.
LANDMARK
IMMUINIMMUN
Mike Horan May 6, 2003
NC DWQ Page 3
B. Parking "Impact B"
Impact B is the minimum necessary to allow grading around the lot.
C. Pedestrian Pathway "Impact C"
Impact C is minimum necessary to grade the pedestrian pathway to ADA standards for handicapped
access.
1). Culvert Replacement
We propose to replace the existing culvert with a 29' by 45' horizontal elliptical reinforced concrete
which will allow the roadway to stay at the existing elevation. Installation of a 36' culvert would be less
expensive but have the potential to increase the footprint of the pathway. By using the elliptical pipe,
wetland impacts are reduced.
E. Stormwater Management "Impact D"
The stormwater management facility and outfall structures are located outside of wetlands. 'f'ile impact
has been minimized to just some outlet protection in the ditch to prevent erosion.
Compensation
Wetland impacts total 0.176 acres of headwaters forested wetlands and 0.001 acres of ditch impacts for a total of
0.177 acres of impacts. Williamston Department of Parks and Recreation proposes to provide 2:1 ratio of
compensation to impacts. Williamston Department of Parks and Recreation will purchase credits equaling 0.354
acres of wetland compensation through a local wetland mitigation bank.
Conclusion
In conclusion, Williamston Department of Parks and Recreation proposes to impact 0.177 acres of wetlands as
part of the development of their community park. The impacts have been avoided and minimized to the
maximum extent practicable. The Corps has issued a NWP 39 for those unavoidable impacts. Please call me
with any questions regarding this submittal and we appreciate your time and attention to this project.
Sincerely,
The LandM` aayk Design Group, Inc.
%?-
Jo n n *MIowentlial, PWS
Senior Associate
encl
LANDMARK
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If anv narticular item is not annlicable to this nroiect_ nlease enter "Not Annlicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4),
and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
if. Applicant Information
1. Owner/Applicant Information
Name: Mel Alexander, Director of Parks and Recreation
Mailing Address: PO Box 6, Town of Williamston
Williamston, NC 27892
Telephone Number: 252-792-7042
E-mail Address:
Fax Number: 252-792-2509
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must
be attached if the Agent has signatory authority for the owner/applicant.)
Name: John Lowenthal, PWS
Company Affiliation: LandMark Design Group
Mailing Address: 5544 Greenwich Road
Virainia Beach, VA 23462
Telephone Number: 757-473-2000 Fax Number: 757-497-7933
F -mail Address: jowenthal a,landmarkdg.com
Page 1 of'8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS 'Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of' the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Williamston Department of Parks and Recreation Community Park
2. T.I.P. Project Number or State Project Number (NCDOT Only)
Property Identification Number (Tax PIN):
4. Location
N/A
County: Martin Nearest Town: Williamston
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Williamston, proceed south
on Route 17, proceed west on Highway 64, exit south on Prison Camp Road to intersection
with Tyner RoadSite coordinates, if available (UTM or Lat/Long): 76-21-15 & 25-64-57
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
5. Property size (acres):_ 34.3 acres
6. Nearest body of water (stream/river/sound/ocean/lake): un-named tributary to Ready Creek
7. River Basin: Roanoke River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://li2o.enr.statc.nc.Lis/admin/maps/.)
8. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is primarily agricultural field with some
surrounding wooded areas. Land Use in the vicinity is primarily agricultural and rural
residential.
Page 2 of 8
Describe the overall project in detail, including the type of equipment to be used: The overall
project includes a community park with entrance road, ball fields, pavilion, concession
facilities, utilities including electricity, sanitary and water. Typical clearing and grading
construction equipment will be utilized
9. Explain the purpose of the proposed work: Development of a community park
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Corps delineation Action ID number 200211089, conducted by COE, map and letter attached
Corps permit Action III number 200310529 NWP 39 attached
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
This authorization will allow complete construction of the park
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: see attached cover letter
Page 3 of 8
Individually list wetland impacts below:
Wetland Impact Area Located within Distance to
Site Number Type of of 100-year Nearest Type of Wetland***
(indicate on Impact* Impact Floodplain** Stream
map) (acres) (yes/no) (linear feet)
A filling 0.174 No 0 feet forested
B filling 0.001 No 50 forested
C filling 0.001 No 0 feet forested
D filling (temp) 0.0 No 0 feet forested
E filling 0.001 No 900 ditch
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (F WA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local Floodplain maps. Maps are available through the FFMA Map Service Center at 1-800-358-9616, or
online at
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate ifwetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: approximately
1.5 acres
Total area of wetland impact proposed: 0.177 acres
2. Individually list all intermittent and perennial stream impacts below:

Stream Impact Site
Number
(indicate on map)
Type of
Impact* Length of
Impact
(linear
feet)

Stream Name** Average
Width of
Stream
Before
Impact
Perennial or
Intermittent?
(please specify)
A filling 68 UT to Ready Creek 3 feet intermittent
D. Culvert replac. temp 25 UT to Ready Creek 3 feet intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. 11' stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. 11' a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS Wraps arc available through the USGS at 1-800-358-9616, or online at
www.usgs.,gov. Several intcrnet sites also allow direct download and printing of USGS maps (e.g., www.to ozonc.com,
ww.m al( lucst_com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 68 permanent, 25 temp.
Page 4 of 8
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water
Area
Impact
of
Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary,
(indicate on (acres) sound, bay, ocean, etc.)
map)
n/a

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): N uplands R stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): stormwater
Size of watershed draining to pond: 19 acres Expected pond surface area: 0.14 acres
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact site
layouts, and explain why these design options were not feasible. Also discuss how impacts were
minimized once the desired site plan was developed. If applicable, discuss construction techniques to be
followed during construction to reduce impacts. see attached cover letter
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 5 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft "Technical Guide for Stream Work in North Carolina, available at
littp://li2o.cnr.state.nc.us/ncwetIancis/strmPidc.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Provide 2:1 mitigation for 0.177 acres of impacts. Mitigation bank credits will be
purchased to provide 0.354 acres of mitigation
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.St lte.nc.Lls/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Page 6 of 8
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes F-] No
Impacts below minimum thresholds
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes n No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
7.one I extends out SU feel perpendicular from near bank of channel; /.one Z extends an
additional 20 feet tom the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Page 7 of 8
X1. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Total acreage 34.29, existing impervious is 0.0 acres, proposed impervious is 3.013 acres
(8.79% of site)
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
sanitarv sewer to existine trunk line.
X111. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes R No N
Is this an after-the-fact permit application?
Yes ? No
XI V. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
nreatened Species, accessibility problems, or other issues outside of the applicant's control).
Williamston Parks and Recreation needs the certificate by the end of May 2003 to allow the
project to go out to bid on schedule. Overall schedule is very tight and construction must be
completed on schedule to receive appropriate funding.
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

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WILLIAMSTON, PARK CITY/COUNTY: WILLIAMSTON, NC
Wllllamston, North Carolina APPLICATION BY: WILLIAMSTON, NC
3 SCALE: 1" - 2000'
._._,? DATE: 01/31/03 SHEET 1 OF 5
FIGURE 2
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PURPOSE: PARK DEVELOPMENT
DATUM: HORIZ. w NAD 83
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OVERALL PLAN
WILLIAMSTON PARK
Willlamston, North Carolina
AREA V
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IN : Martin County
AT: Prison Camp Road & Tyner Road
CITY/COUNTY: Williamaton, NC
APPLICATION BY: Wllllamston Dept of
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SCALE: 1" - 250'
DATE: 01-31-03 SHEET 2 of 5
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PLAN VIEW & PROFILE AT: Prison Camp Road 6 Tyner Road
DATUM: HORIZ = NAD 83 CITY/COUNTY: Wllllamston, NC
VERT. ¦ NGVD n WILLIAMSTON PARK
Williamston, North Carolina APPLICATION BY: Willlsmston Dept of
LAMNIARK Parks 3 Recreation
SCALE: As Shown
DATE: 01-31-03 SHEET 4 of 5
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PURPOSE: PARK DEVELOPMENT
DATUM: HORIZ. ¦ NAD 83
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IMPACT AREA D
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WILLIAMSTON PARK
Williamston, North Carolina
L,?N,DNIARK
IN : Martin County
AT: Prison Camp Road d Tyner Road
CITY/COUNTY: Williamston, NC
APPLICATION BY: Williamston Dept of I
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SCALE: I"= 20'
DATE: 01-31-03 SHEET 5 of 5
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Ittp:H149,168.101.8/serviet/imsServlet?ServiceName=1ocator&ClientVersion=3.1&Form=True&Encode=Fal:... 2/3/03
May 05 03 09:01a Town of Williamston 252-792-0399 P.1
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
y? Washington Regulatory Field Office
' I P.O. Box 1000
Washington, North Carolina 27889-1000
IN REPLY REFER TO
April 30, 2003
Regulatory Division
Action ID No. 200310529 and Nationwide Permit No. 39 (Residential, Commercial, and
Institutional Developments)
Mr. Mel Alexander
Town of Williamston
Post Office Box 506
Williamston, North Carolina 27892
Dear Mr. Alexander:
This correspondence confirms our receipt of your application on March 3, 2003 and correct
wetland survey maps on April 3, 2003, for Department of the Army (DA) authorization to
undertake wetland filling activities for development of a new community parks and recreation
facility located at the intersection of S.R. 1142 and S.R. 1126, adjacent to Dog Branch, southwest
of Williamston, in Martin County, North Carolina.
For the purposes of the Corps of Engineers' Regulatory Program, the Code of Federal
Regulations (CFR) published in the Federal Register on January 15, 2002, lists nationwide
permits. Authorization, pursuant to Section 10 of the Rivers and Harbors Act and Section 404 of
the Clean Water Act, was provided for discharges of dredged or fill material into non-tidal waters
of the United States for the construction or expansion of residential, commercial, and
institutional building foundations and building pads and attendant features that are necessary for
the use and maintenance of the structures.
Your work is authorized by Nationwide Permit 39 provided it is accomplished in strict
accordance with the attached General Conditions and the following Special Conditions:
a, All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit.
b. The required compensatory mitigation for 0.177 acres of wetland impacts will be at a
2:1 wetland restoration ratio totaling 0.354 acres. According to your application, you propose to
purchase the required wetland restoration credits from a "local wetland mitigation bank." Be
advised that no construction activity within waters of the United States, including wetlands, shall
commence prior to your submission of a final mitigation purchase plan; approval of that purchase
plan by the Wilmington District's Regulatory Division; and submission of a mitigation purchase
MAY-05-2003 09:30 252 792 0399 96% P.01
May 05 03 09:01a Town of Williamston 252-792-0399 p.2
-2-
receipt. This final mitigation purchase plan should be submitted to Mr. William Wescott,
Washington Regulatory Field Office, Post Office Box 1000, Washington, North Carolina
27889-1000.
c. Excavated or fill material shall not be placed in any location or in any manner so as to
impair surface water flow into or out of any wetland area.
If you have not already done so, you should contact Mr. John Dorney, North Carolina
Division of Water Quality, telephone [phone], regarding Section 401 Water Quality
Certification. This nationwide permit does not relieve you of the responsibility to obtain other
required State or local approval. This verification will be valid for two years from the date of
this letter unless the nationwide authorization is modified, reissued or revoked.
Thank you for your time and cooperation. Questions or comments may be addressed to
Mr. Wescott, Washington Regulatory Field Office, telephone [phone], extension 25.
Sincerely,

David M. Lekson, P.W.S.
Chief, Washington Regulatory Field Office
Enclosures
Copies Furnished (without enclosure):
Mrs. Kathy Matthews
Wetlands Regulatory Section
USEPA/EAB
980 College Station Road
Athens, Georgia 30605
MAY-615-;)AR7 619:31 ?)5p 7qp Mqq q6% P.02
May 05 03 09:01a Town of Williamston 252-792-0399 p.3
-3-
Mr. Garland Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. John Dorney
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. David McHenry
North Carolina Wildlife Resources Commission
943 Washington Square Mall
Washington, North Carolina 27889
Mike Baldwin and Associates
Engineering, Land Surveying and Planning
1015 Conference Drive
Greenville North Carolina 27858
MAY-05-2003 09:31 252 792 0399 96%
P.03
May 05 03 09:01a Town of Williamston 252-792-0399
Action ID Number: 2 ?? 2 9
Name of Permittee: Ma 1 a A?'k'r'O' L
Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:
USAED, Wilmington
Washington Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27889-1000
Please note that your permitted activity is subject to a compliance inspection by a United
States Army Corps of Engineers representative. If you fail to comply with this permit you
are subject to permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been
completed in accordance with the terms and conditions of the said permit, and required
mitigation was completed in accordance with the permit conditions.
Signature of Permittee
Date
mn "C__-)MnT Mo•Z1 '7C^7 701l 6700 QGi
p.4
P MA
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID 200211089 County Martin
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Mel Alexander, Parks & Recreation
Address: Post Office Box 6
Williamston, North Carolina 27892
't'elephone No.: 252-792-7042
Size and location of property (waterbody, highway name/number, town, etc.) 27.6 acres of
property located at the corner of SR 1142 and SR 1126 southwest of Williamston and
adiacent to Dog Branch. Roanoke River Basin.
Indicate Which of the Following Applv:
_ There are waters of the U.S. and/or wetlands, on the above described property which we strongly
suggest should be delineated and surveyed. The surveyed wetland lines must be verified by our staff
before the Corps will make a final jurisdictional determination on your property.
_ Because of the size of your property and our present workload, our identification and delineation of
your wetlands cannot be accomplished,in a timely manner. You may wish to obtain a consultant to
obtain a more timely delineation of the wetlands. Once the consultant has flagged a wetland line on
the property, Corps staff will review it, and, if it is accurate, we strongly recommend that you have the
line surveyed for final approval by the Corps. The Corps will not make a final jurisdictional
determination on your property without an approved survey.
X The waters of the U.S. and/or wetlands, on your project area have been delineated, and the limits of the
Corps jurisdiction have been explained to you. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date
of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which
are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless
there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements
Placement of dredged or fill material in Waters of the US and/or wetlands on this property
without a Department of the Army permit may constitute a violation of Section 301 of the Clean
Water Act (33 USC 1311). A permit is not required-for work restricted entirely to existing non-
wetland area. If you have any questions regarding this determination and/or the Corps of
ingineers regulatory program, please contact William Wescott at 252-975-1616 extension 25.
Basis For Determination: Area meets the three parameters specified in the 1987 USACE
Wetland Delineation Manual, and is adiacent to Dog Branch, a tributary of Back Swamp
Property Owner/Authorize(
Corps Regulatory Official
Date 9-30-2002 Expiration Date 9-30-2007
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE
WETLAND DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS
FORM
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SHALL PROVIDE ALL LABOR MATERIALS, ETC. NECESSARY (5.2) ALL TAGS, STRINGS OR ANY OTHER MATERIAL ATTACHED TO THE PLANTS (9.3} NURSERY STOCK SHALL BE FULLY GUARANTEED FOR ONE FULL YEAR. ALL THE CONTRACTOR SHALL BE REMOVED AT THE TIME OF THE PLANTING. LABEL AT LEAST ONE TREE, PLANTS THAT FAIL TO MAKE NEW GROWTH FROM A DORMANT CONDITION OR THAT DIE TO COMPLETE ALL PLANTING AS SHOWN ON THIS DRAWING, AS SPECIFIED HEREIN SHRUB AND GROUNDCOVER OF EACH VARIETY W11H A SECURELY ATTACHED WATERPROOF DURING 1HE FRST YEAR AFTER PLANTING SHALL BE REPLACED. ALL REPLACEMENTS PLANT SGH~DUL~ - SHEET L-2 ONLY o ~ ° THEODORE R, CALVER " Zy ~
OR IN SUPPLEMENTAL SPECIFICATIONS, AND/OR AS REQUIRED BY JOB CONDITIONS. SHALL CONFORM WI1H THE ORIGINAL SPECIFICAT10N5 A5 TO SIZE AND TYPE. ALL THE WORK IN GENERAL INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL NAME AND THE SIZE AS SPECIFlED COSTS OF REPLACEMENTS SHALL BE BORNE BY THE CONTRACTOR. NUMBER KEY T N M INITiA SPACING ROOT COMMENTS ~ ~ N0. 787 BER KEY QTY. SGIENTT"G NAME COMMON NAME +?eibr+T m~rH cAU~ER m 0
IN THE PLANT LIST OF REQUIRED PLANTS LABELS SHALL BE SECURELY ATTACHED TO 1 SOIL TESTING PLANTS AND SHALL BE LEGBLE FOR 60 DAYS AFTER DELIVERY TO THE PLANTING SITE.
2 TopsolL; vnRE IDENTiFICAT1oN TAGS sLIaLL NOT eE usED. (10) ALL OTHER ITEMS NECESSARY TO MAKE WORK COMPLETE p z C G~ 12'-14' b' MINIMUM BRANCH HEI6HT Z D ENO
3 PLANTING AREA PREPARATION; I AROb 4 PLANTING PIT EXCAVATION AND SOIL AMENDMENT; (5.3) SUBSTITUTIONS WILL BE PERMITTED ONLY UPON SUBMISSION OF PROOF (10.1) ANY PLANT MATERIAL NOT PLANTED SHALL BE REMOVED FROM THE SITE. ARO6 5 Ater rubrum 'October 61ory October blory Rod Maple 2 Gal A5 SHOWN 84B SOAPE ARC G1
5 PLANT MATERIAL AND MULCH; THAT ANY PLANT IS NOT OBTAINABLE. ALL SUBSTITUTIONS MUST BE AUTHORIZED BY THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNUSED RUBBISH AND ~ l3ENIH 6 FERTILIZING; THE OWNER OR THE OWNER'S REPRESENTATIVE IN WRITING PROVIDING FOR USE OF THE pEBRIS FROM THE SITE UPON COMPLETION OF HI5 WORK. BENIH II Betula nlgra 'Dora-Heat' Dura-Heat RNer Birch 12' A5 SHOWN B6B MULTI-STEM CLUMP
7 STAKING, (WHEN REQUIRED) NEAREST EQUIVALENT OBTAINABLE SIZE OR VARIETY OF PLANT HAVNG THE SAME 3 GEAT GEAT 9 Gedrus atlantlca glauca Slue AElas Cedar 12' A5 SHOWN a#B/CONT.
8 CHEMICAL APPLICATION; (WHEN REQUIRED) ESSENTIAL CHARACTERISTICS AS THE ORIGNAL VARIETY WITH AN EQUITABLE SEEDING /SPRIGGING ARANIEE' ADJUSTMENT OF CONTRACT PRICE. 1 ) ¢ GHVI 9 MAINTENANCE AND GU GHVI 3 Ghionarlthus vlrglnlcus Nhite Fringe Tree 6' A5 SHOWN BdB/CONT.
10) ALL OTHER ITEMS NECESSARY TO MAKE WORK COMPLETE; (1L1) THIS SECTION INCLUDES, BUT IS Nur UNITED TO: TILLAGE, pH BALANCING, 11) SEEDING. (5.4} BALLED AND BURLAPPED PLANTS (Berg) SHALL BE DUG WiTH FlRM, FERTILIZING, WATERING, SEEDING, MAINTENANCI MOWING, AND MULCHING OF ALL DISTURBED 5 GUL.E GULF 5 Gupressocyparis Ieylarldil Leyland Cypress 4' A5 SHOWN BdBIGONT. o v
NATURAL BALLS OF EARTH OF SUFFICIENT DIAMETER AND DEPTH TO ENCOMPASS THE AREAS WITHIN THE CONTRACT LIMIT LINES NOI OCCUPIED BY STRUCTURES, PAVEMENT, BMPS, b ILO THE PLANTING CONTRACTOR 15 RESPONSIBLE FOR COORDINATING WORK WITH THE FlBROUS AND FEEDING ROOT SYSTEM NECESSARY FOR FULL RECOVERY OF THE PLANT. ILO I Ilex vomltorla Youpon Holly 6' A5 SHOWN B3B/CONT. 51NbLE STEM ~ -
IRRIGA110N CONTRACTOR AND OTHER CONTRACTORS. THIS PLAN DOES NOT GUARANTEE BALLS SHALL BE FIRMLY WRAPPED WITH BURLAP DR SIMILAR MATERIAL AND BOUND IMTH OR PLANTING BEDS. ~ ~Nrn~
THE EXISTENCE OR NON-EXISTENCE OF ANY U11LIT1E5. PRIOR TO ANY CONSTRUCTION, TWINE OR CORD. BURLAP SHALL NOT BE PULLED OUT FROM UNDER BALLS DURING LAN EXCAVATION, OR ROTO-TILLING THE CONTRACTOR SHALL ASSUME THE NESPONSIBWTY PLANTING OPERATIONS. BdtB PLANTS W4iICH CANNOT BE PLANTED IMMEDIATELY ON (11.2) QUALITY ASSURANCE: SEEDING WORK SHALL BE PERFORMED BY A SINGLE FIRM LAN 10 Lagerstroemla x 'Natchez' Natchez Grape Myrtle 8 A5 SHOWN BdB/CONT. MULTI-STEM 9-5 CANES ONLY °o N rn o E BdB/CONT. ~ N o ~
OF VERIFYING THE LOCATIONS OF ALL UT1LI11ES, ABOVE AND/OR BELOW GROUND, DELIVERY SHALL BE COVERED WITH MOIST SOIL, MULCH, OR OTHER MATERIAL TO SPECIALIZING AND EXPERIENCED IN LANDSCAPE WORK. g MbLb MbL6 I Magnolia grandiflora 'Little Gem' Little Gem Magnolia e' A5 5HOWN ~ ~ ~ ~ ° i 7 ta7N~
PUBLIC AND/OR PRIVATE THAT MAY EXIST AND CR05S THROUGH THE AREAS OF PROVIDE PROTECTION FROM DRYING WIND5 AND SUN. (11.2.1) SHIP MATERIALS WiTH CERTIFICATES OF INSPEC110N REQUIRED BY CONSTRUC110N. GOVERNING AUTHORITIES. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE a PITA PITA la Pinus taeda Loblolly pine 4 AS SHOWN BdB/CONT. ~ o+N N ~ ° ~ E
(5.5} PLANTS NOTED 'CONTAINER" ON THE PLANT LIST MUST BE CONTAINER MATERIALS 10 GbJGO B4ET/ ~ _~°o - QUGO ? Quercus cocclnea Scarlet Oak 10-12 2 Gal AS SHOWN CONT. 6 MINIMUM BRANCH HEI6HT ~ m ~ ~
(1) 501E TESTING GROWN vATH WELL ESTABLISHED ROOT SYSTEMS. LOOSE CONTAINERIZED PLANT MATERIAL {11.2.2) TOPSOIL ANALYSIS: PROVIDE FOR THE SERVICES OF A TESTING AGENCY WILL NOT BE ACCEPTED. ALL PLANTS INJURED AND PLANTS WITH ROOT BALLS BROKEN TO PERFORM AN ANALYSIS OF TOPSOIL TO BE USED, AND A DETERMINATION OF II QUPH rnm Ow- QUPH 19 CC>?uercus phellos Willow Oak ID-12' 2" Gal A5 SHOWN Bd8/CONT. b' MINIMUM BRANCH HEIGHT N ~ . _ x °
(1.1) THE CONTRACTOR IS RESPONSIBLE FOR SOILS TESTING AND ANNLTMis DURING TRANSPORT DR PLANTING OPERATIONS MALL BE REJECTED. BARE-ROOTED PLANTS NUTRITIONAL REQUIREMENTS OF SOIL FOR ESTABLISHMENT OF LAWNS AS SPECIFIED FOR SUITABILITY FOR PLANTING AND LANDSCAPE TREATMENTS REQUIRED (BR) SHALL BE PLANTED OR HEELED-IN IMMEDIATELY UPON DELIVERY. ALL PLANTS BELOW. °~rn~rl;'w SHRUBS
CONTRACT. EXISTING TOPSOIL SHALL BE UTILIZED TO THE GREATEST E%TENT SHALL 8E WATERED A5 NECESSARY UNTIL PLANTED.
POSSIBLE THROUGHOUT THE PROJECT. A MINIMUM OF 3 SOIL SAMPLES SHALL BE (11.3) SUBMITTALS: SUBMIT SEED/SPRIG VENDOR'S CERiiFlED STATEMENT FOR EACH GRASS I~ A65 TAKEN TO REPRESENT THE FULL RANGE OF SITE CONDITIONS. SOIL SAMPLES SHALL (5.6) NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON THE PLAN EXCEPT SEED MIXTURE REQUIRED, STATING BOTANICAL AND COMMON NAME, PERCENTAGE BY WEIGHT, A65 8 Abella grcndUlora '5herwood' Abelia Sherwood ~?3 (16-11") A5 SHOWN CONTAINER
BE TAKEN TO A DEPTH OF AT LEAST 6" BELOW THE LARGEST ROOT BALLS SPECIFIED WHERE OBSTRUCTIONS BELOW GROUND ARE ENCOUNTERED OR VMERE CHANGES HAVE BEEN ANO PERCENTAGES OF PURITY, GERMINATION, AND WEED SEED FOR EACH CRA55 SEED 13 IG12 ON THE PROJECT. WHERE HARD PAN EXISTS, DEEPER SAMPLING MAY BE REQUIRED. MADE IN THE PROPOSED CONSTRUCTION. NECESSARY ADJUSTMENTS SHALL 8E MADE ONLY SPECIES. IGR b Ilex cornuta 'Rotunda' Dwarf Chinese Holly M3 (21-24") 4' O.G. CONTAINER
(1.2) SOIL ANALYSIS SHALL BE BY CERTIFIED LABORATORY AND SEAND INCLUDE AFTER APPROVAL BY THE OWNER OR THE OYMER'S REPRESENTATIVE. REASONABLE CARE (11.4) DELIVERY, STORAGE, AND HANDLING: FERTILIZER, SOIL AMENDMENTS, AND SEED 14 ILVA ILVA 2 Ilex verticlllata 'Apollo' Apolly Holly (Male) I6-14" 4' O.G. CONTAINER
SOIL TEXTURE, COMPOSITION, ORGANIC MATTER CONTENT, PH, SALINITY, SHALL BE EXERCISED TO HAVE PLANTING PITS DUG AND SOIL PREPARED PRIOR TO SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL, UNOPENED CONTAINERS BEARING THE FERTILITY (AVAILABLE NUTRIENTS). FOR SOILS NOT MEETING TOPSOIL SPECIFICATIONS MOVING PLANTS TO THEIR RESPECTIVE LOCATIONS TO ENSURE THAT THEY YALL NOT BE MANUFACTURER'S GUARANTEED ANALY5IS, NAME, TRADEMARK, AND STATEMENT OF 15 ILVV~tlt ILVWR b Ilex vertlclllata 'Winter Red' Winter Red Holly I6-24" 4' O.G. CONTAINER • v~.+i
BELOW, THE REPORT SHALL INCLUDE RECOMMENDATIONS FOR AMENDING THE SOILS TO UNNECESSARILY EXPOSED TO DRYING OR PHYSICAL DAMAGE. CONFORMANCE TO STATE AND FEDERAL LAWS. IN LIEU DF CONTAINERS, FERTILIZER AND SOIL BRING THEM INTO COMPLIANCE WITH THESE SPECIFlCATIONS. THE CONTRACTOR 15 AMENDMENTS MAY BE FURNISHED IN BULK WITH A MANUFACTURER'S CERTIFlCATE INDICATING Ib IVON IVON b Ilex vomitorla nano 'Schillings' Schllling's Dwarf Yaupon Holly ~3 (18-21") 3' O.G. CONTAINER v
RESPONSIBLE FOR THE COSTS OF SOILS TESTING, AND SHALL SUBMIT 3 COPIES OF (5.7) A UST OF PLANTS, INCLUDING SIZES, QUANTITIES AND OTHER THE ABOVE INFORMATION ACCOMPANYING EACH DELIVERY. DURING DELIVERY, SEED, FERTILIZER JG81' 58 Junl eras conl'erta 'Blue Pacific' Blue Pacific Juniper ~3 (18-21") 3.5' O.G. CONTAINER
THE SOILS REPORT TO THE OWNER. REQUIREMENTS, IS SHOWN ON 1HE DRAWINGS. THE CONTRACTOR 15 RESPONSIBLE FOR AND SOIL AMENDMENTS SHALL BE KEPT IN DITY STORAGE AWAY FROM CONTAMINANTS. IT VERIFYING THE QUANTITIES A5 SHOWN ON THE DRAWINGS. IF DISCREPANCIES OCCUR IN PRECAUTIONS SHALL BE TAKEN TO PROTECT CONTAINERS FROM RUPTURE PRIOR TO USE. 18 MYGE P _
(2) TOPSOIL THE QUANTITIES SHOWN, THE PLANTING PLANS SHALL GOVERN. {11.5) JDB CONDITIONS: MYGE 96 M rice cerlfera Southern Wax Myrtle 90" 5' O.G. CONTAINER y 2
(2.1) NECESSARY QUANTITIES OF TOPSOIL SHALL BE SUPPLIED BY THE (5.8) THE PLANTING CONTRACTOR WILL BE NOTIFIED BY THE GENERAL (11.5.1) PRIOR TO BEGINNING THE WORK OF THIS SECTION, VERIFY THAT THE SITE ~E ~ c •o
CONTRACTOR AND APPROVED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR WHEN OTHER DIVISIONS OF THE WORK HAVE PROGRESSED SUFFlCIENILY TO WORK CONTRACTOR HAS COMPLETED THE FlNISH GRADING. AT THIS POINT, 4" OF
CONTRACTOR SHALL APPLY TOPSOIL ONLY AF1ER SECURING SOIL TEST, AS COMMENCE WORK ON THE PLANTING OPERATION. THEREAFTER, PLANTING OPERAilONS TOPSOIL SHALL BE IN PLACE AND ROUGH GRADE LEVELS SHALL BE AT THE FINISH SPECIFIED ABOVE, APPLYING RECOMMENDED TREATMENT THEREOF, AND SUBMITTING SHALL BE CONDUCTED UNDER FAVORABLE WEATHER CONDIli0N5 DURING THE NE%T SEASON GRADE LEVEL, IN ALL LANDSCAPE AREAS, INCLUDING AREAS TO BE ESTABUSHED IN c
FOR APPROVAL OR SEASONS WHICH ARE NORMAL FOR SUCH WORK. REMOVAL OF ROCK OR OTHER TURF. c 4
(2.2) TOPSOIL REQUIREMENTS MAY BE MET IN ANY OF THE FOLLOWING WAYS: UNDERGROUND OBSTRUCIDNS, RELOCAT10N5 TO AVOID OBSTRUCTIONS, AND PROVISION OF (11.5.2) PRIOR TO TOPSOIL PLACEMENT ALL AREAS TD RECEIVE TOPSOI SHALL BE A. ON-SITE TOPSOIL MEETING SPECIFICATIONS MAY BE STRIPPED AND DRAINAGE FOR PLANTING AREAS SHALL BE GONE ONLY AS APPROVED BY THE OWNER OR ALLIRANSI ONAZONEBBETWEEN UNDERS NG OILEAND NEW SOI~TOPSOSL SHALL BEAD 5 X DIAMETER 1METER
STOCKPILED ON SITE. THE OWNER'S REPRESENTAl1VE. L, B. ON-SITE TOPSOIL NOT MEETING SPECIFICAl10NS MAY BE STRIPPED, PLACED IN TWO (2) TWO INCH (2°) LAYERS. THE FIRST LAYER SHALL BE PLACED OF ROOT BALL i 10 X ROOT BALL DIAMETER T BALL
STOCKPILED AND AMENDED ON SITE, TO MEET SPECIFICATIONS. (5.9} ALL PLANTS SHALL BE PLANTED UPRIGHT AND FACED TO GIVE THE BEST AND THOROUGHLY TILLED IN PRIOR TO PLACEMENT OF SECOND LAYER. ROTO-TILL AN AREA AROUND TREE PIT EQUAL TO ~ ~
C. OFF-SITE TOPSOIL MEETING SPECIFlCATIONS AND FROM AN APPROVED APPEARANCE OR RELATIONSHIP TD ADJACENT STRUCTURES. ROOTS SHALL BE SPREAD IN (11.5.3) THE LANDSCAPE CONTRACTOR SHALL PLACE A FOUR INCH (4") CE MAY BE PROVIDED. THEIR NORMAL P09TION. ALL BROKEN OR FRAYED ROOTS SHALL BE CUT OFF CLEANLY. COMPACTED LAYER OF TOPSOIL OVER ALL AREAS TO BE ESTABLISHED IN TURF. THE ROTO-TILL CONTINUOUS SOUR PLANTS WITH CIRCLING ROOTS SHALL NOT BE ACCEPTED. BURLAP TWINE AND OTHER TOPSOIL LAYER SHALL BRING ALL TURF AREAS AND SHRUB BEDS TO FINISH GRADE. PLANTING BEDS BEYOND CONTINUOUS 10 TIMES THE DIAMETER OF THE ROOT BALL
(2.3) TOPSOIL STOCKPILED FOR LATER USE SHALL BE STORED WiTHIN THE FASTENING MATERIAL SHALL BE CUT AND PUSHED TO THE BOTTOM OF THE PLANT PIT RIGHT-OF-WAY, AND AT LOCATIONS APPROVED BY THE OWNER, UNLESS THE WORKING PRIOR TO BACKFILL MATERIAL BEING PLACED. THE PLANT SHALL NOT BE ROCKED BACK (11.5.4) DETERMINE LOCATIONS OF ALL UNDERGROUND UTILITIES AND PERFORM EDGE OF PLANT EDS BEYOND ~ °b'. .ANT
AREA IS SUCH THAT 1HE PRESENCE OF THE MATERIAL WOULD INTERFERE WITH WORK IN A MANNER WHICH YNLL AVOID DAMAGE ALL UilUT1ES ARE NOT NECESSARILY
ORDERLY PR05ECUTION OF THE WORK. STOCKPILE AREAS OUTSIDE OF THE RIGHT-OF- AND FOURTH TO ENTIRELY REMOVE THE WRAPPING MATERIAL NOR SHALL ANY OTHER SHOWN ON DRAWINGS AND CONTRACTOR SHALL ASSUME RESPONSIBILITY OF WAY SHALL BE LOCATED BY THE CONTRACTOR AT HIS EXPENSE. PRACTICE BE PERFORMED WHICH COULD CAUSE THE ROOT BALL TO BREAK APART. WHEN pETERMINING EXISTENCE OR NON-EXISTENCE OF ALL UTILITIES. MAINTAIN GRADE STAKES 3" MULCH (MAX. ~
(2.4} STRIPPING TOPSOIL SHALL BE CONFINED TO THE AREA OVER WHICH THE WIRE BASKETS ARE USED ON THE ROOT BALL OF PLANTS THE WIRE SHALL 8E REMOVED SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. DEPTH) MULCH ~ SHALL NOT TOUCH 1
AVAl10N IS TO BE ACTIVELY PROSECUTED WITHIN 15 DAYS FOLLOWING THE TO AT LEAST 12" BELOW THE TOP OF THE ROOT BALL (11.5.5) WHEN CONDI110N5 DETRIMI NTAL TO LAWN ESTABLISHMENT, GROWTH AND EXC STRIPPING OPERATION. EXCAVATION AND EMBANKMENT CONSTRUCTION SHALL BE MAINTENANCE ARE ENCOUNTERED, Sucu AS RUBBLE FlLL, ADVERSE DRAINAGE .Y i ! ~ ~ PLANT TRUNK 3" MULCH MAX. '
CONFINED TO THE MINIMUM AREA NECESSARY TO ACCOMMODATE THE CONTRACTOR'S (5.10) AT THE TIME OF PLANTING, AND AS MANY 11MES LATER AS SEASONAL CONDITIONS OR OBSTRUCTIONS, NOTILY THE OWNER'S REPRESENTATIVE BEFORE E UIPMENT AND WORK FORCE ENGAGED IN THE EARTH MOVING WORK. CONDITIONS REQUIRE, EACH PLANT AND 1HE SOIL AROUND IT SHALL BE THOROUGHLY BEGINNING WORK. V r Q v w ( ~ ~ ~ ~ ~ DEPTH) MULCH
(2.5) TOPSOIL, EITHER ON-SITE OR OFF-SITE, SHALL BE THE ORIGINAL TOP WATERED. CARE SHOULD BE EXERCISED WHEN WATERING TO AVOID FLOODING OF PLANTS (11 6) WARRANTY LAWNS: THE ESTABLISHMENT PERIOD FOR LAWN AREAS SHALL BE EARTH ~ ~ 1 , ~ ~ , ~ \ BACKFILL MATERIAL SHALL NOT TOUCH
LAYER OF A SOIL PROFILE FORMED UNDER NATURAL CONDI110NS, TECHNICALLY AND BEDS, DISPLACEMENT OF MULCH MATERIAL AND EROSION OF SOIL AVOID USE OF FROM THE TIME OF INSTALLATION UNTIL THE 1HIRD CUTTING OF AN ESTABLISHED LAWN. AN BERM DEFINED AS THE "A" HORIZON BY THE SOIL SOCIETY OF AMERICA. IT SITALL HIGH PRESSURE HOSES. THE CONTRACTOR SHALL MAKE, AT HI5 EXPENSE, WHATEVER FINISH GRADE PLANT TRUNK EARTH BERM m
CONSIST OF NATURAL, FRIABLE, LOAMY SOIL WITHOUT ADMIXTURES OF SUBSOIL. ARRANGEMENTS MAY BE NECESSARY TO ENSURE AN ADEQUATE SUPPLY OF WATER TO MEET ESTABUSHED STAND SHALL BE UNIFORM IN coVERAGE AND OF THE SPECIFlED MIXTURE. NO OR OTHER FOREIGN MATERIALS, AND SHALL BE REASONABLY FREE FROM STUMPS, 1HE NEEDS OF THIS CONTRACT DURING INSTALLATION. THE CONTRACTOR SHALL ALSO INDIVIDUAL LAWN AREA SHALL HAVE UNACCEPTABLE PORTIONS IN EXCESS OF ONE PERCENT SPECIFIED BACKFILL FINISH GRADE 5~ MATERIAL
ROOTS, HARD LUMPS, S11FF CLAY, STONE, NOXIOUS WEEDS, BRUSH, OR OTHER FURNISH ALL NECESSARY HOSE, EQUIPMENT ATTACHMENTS AND ACCESSORIES FOR THE OF THE INDIVIDUAL LAWN AREA. ALL REPLACEMENTS SHALL BE SUBJECT TO THE WARRANTY REQUIREMENTS AS THE ORIGINAL STOCK. ANY DAMAGE DONE DURING REPLACEMENT ~
ADEWAIE WATERING OF PLANTED AREAS A5 MAY BE REQUIRED UNTIL ACCEPTANCE BY THE OJ LITTER. IT SHALL HAVE DEMONSTRATED BY EVIDENCE OF HEALTHY VEGETATION OPERATIONS SHALL BE 1HE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. OQ O- GROWING, OR HAVING GROWN ON IT PRIOR TO STRIPPING, THAT IT IS RL ASONABLY OWNER OR THE OWNER'S REPRESENTATIVE. o_ m w ' . ~ ~
WELL DRAINED AND DOES NOT CONTAIN SUBSTANCES TOXIC TO PLANTS. 5.11) MULCH SHALL BE CLEAN, GROUND OR SHREDDED BARK OR HARDWOOD (11.7) SOIL AMENDMENTS:
(2.5.1) "A" HORIZON: "A" HORIZONS SHALL BE MINFJRAL HORIZONS ( I ONS OR ORGANIC MATTER MULCH. IN PLANTING AREAS WHERE SLOPES EXCEED 3:1 AND AT DRAINAGE DISPERSION (11.7.1) LIME; TO pH BALANCE SOLI, NATURAL DOLOMITIC LIMESTONE CONTAINING CONSISTING OF (1) HORZ
ACCUMULATION FORMED OR FORMING AT OR ADJACENT TO THE POINTS OR ALONG NATURAL WATER WAYS WHERE CONCENTRAl10N5 OF SURFACE WATER NOT LESS THAN 95X DF TOTAL CARBONATES WITH A MINIMUM OF 30X MAGNESIUM SURFACE; 2) HORIZONS THAT HAVE LOST CLAY, IRON, OR EMPTY FROM CULVERTS OR PAVED DITCHES, HEAVY JUTE MESH SHALL BE INSTALLED, CARBONATES, GROUND SO THAT NOT LESS THAN 98% PASSES A 20-MESH SIEVE N Z d
( SHREDDED HARDWOOD OR BARK MULCH SHALL HAVE BEEN COMPOSTED FOR AT LEAST TWO AND NOT LESS THAN 50% PASSES A 1D0-MESH SIEVE. ALUMINUM, WITH RESULTANT CONCENTRATIONS OF QUARTZ OR E
OTHER RESISTANT MINERALS OF SAND OR SILT SIZE; OR (3) MONTHS PRIOR TO APPLICATION. FRESHLY GROUND MULCH WILL NOT BE ACCEPTED. (11.7.2) ALUMINUM SULFATE: TO pH BALANCE SOIL, COMMERICAL GRADE IN DRY HORIZONS DOMINATED BY 1 OR 2 ABOVE BUT TRANSITIONAL TO FINELY g20UN0 MULCH WHICH INHIBITS DRAINAGE, ENCOURAGES WEED GROWTH OR POWDER FORM. ROTO-TILLED AREA .LED AREA ~ 3 X BALL J UNDISTURBED SOIL - o r~ "I N U
AN UNDERLYING B OR C. BECOMES WATERLOGGED WILL NOT BE ACCEPTED. MULCH SHALL BE COMPOSED OF SIMILAR (11,7,3) SUPERPHOSPHATE: SOLUUIF MIXTURE OF TREATED MINERALS; 2DX SHALL BE EQUAL TO .EQUAL TO -
(2.5.2) "A" HORIZON SUBDIVISIONS: Al HORIZONS SHAL1 BE MINERAL SIZED FRAGMENTS AND SHALL NOT CONTAIN STICKS, CONES, LEAVES, UNSHREDDED AVALABLE PHOSPHORIC AGO. ROOT BALL DEPTH AND HORIZONS, FORMED OR FORMING AT OR ADJACENT TO THE PIECES, OR OTHER DELETERIOUS MATTER. ALL AZALEA AND CAMELLIA PLANTING BE05 LL DEPTH AND IN IN POORLY DRAINED SOILS, UNDISTURBED SOIL 3 x BALL AT INDIVIDUAL TREE PITS IN ~ SHALL EXCEED PROVIDE A GRAVEL TRENCH POORLY DRAINED SOILS A 1" W
SURFACE, IN WHICH THE FEATURE EMPHASIZED IS AN SHALL HAVE 1' OF PINE STRAW MULCH UNDER 2" OF BARK OR SHREDDED HARDWOOD (11.8} FERTILZER: GRANULAR OR PELLET IORM, HORTICULTURAL GRADE COMPLETE NO CASE SHALL EXCEE[ ACCUMULATION DF HUMIDIFlED ORGANIC MATTER INTIMATELY MULCH. FORMULAS, DRY AND FREE-FLOWING, UNIFORM IN COMPOSITION, AND SUITABLE FOR 12" IN DEPTH FOR R00 _PTH FOR ROOT TO PLANT PIT. PERFORATED ~ OTO-TILLING SHALL VERTICAL PIPE SHALL BE ~ " NOTE. R INSTALLED. PIPE SHALL START
ASSOCIATED WITH THE MINERAL FRACTION. THE 501E IS A (5.12) ALL PLANTS SHALL BE MULCHED IMMEDIATELY AFTER PLANTING. APPLICATION BY APPROVED EQUIPMENT. 1HL 1 ERIILIZER SHALL CONFORM TO 1HE APPLIABLE BALLS OVER 12" DEEP. JER 12 DEEP. DRAIN TILE OR PIPE SHALL NOT OCCUR UNDER DRIPLINES
DARK OR DARKER THAN UNDERLYING HORIZONS BECAUSE OF THE STATE FERTILIZER LAWS. PRESENCE OF ORGANIC MATTER. THE ORGANIC MATERIAL IS GROUND COVERS SHALL BE MULCHED WITH A 3' LAYER OF SHREDDED HARDWOOD OR BARK RUN CONTINUOUS WITH OOT ZONES OF EXISTING MINIMUM OF 3-4" BELOW GRADE )TO-TILLING SHALL OR IN R AND EXTEND INTO UNDISTURBED TRENCH. IF POSSIBLE PLANTS THAT ARE TO BE
I REMAINS MULCH. ALL OTHER PLANTING BEDS, SHRUBS AND TREE PLANTINGS SHALL BE MULCHED (11.9) SEED; STATE-CERTIFIED SEED OF IIIE LATEST SEASON'S CROP COMMON TO THE NOTE: ROTO-TILLING SF ASSUMED TO BE DERIVED FROM PLANT AND ANIMA MATH A 3" MINIMUM LAYER OF MULCH. IRIS MULCH SHALL ENTIRELY COVER THE AREA SITE LOCATION. PROVDE FRESH, CLEAN, NEW CROP SEED COMPLYING WITH ESTABLISHED NOT OCCUR N AREAS DEPOSITED ON THE SURFACE OF THE SOIL OR DEPOSITED WITHIN ~ THE PLANTING PIT, BED, OR EARTH B132M AROUND EACH PLANT YA1H THE EXCEPTION TOLERANCES FOR GERMINATION AND PURITY IN ACCORDANCE WITH 1HE U.S. DEPARTMENT OF HAVE ROOTS OF EXISTIP UR IN AREAS THAT CONNECT TO STORM DRAINAGE RETAINED. SOIL.
THE HORIZON WITHOUT APPRECIABLE TRANSLOCAl1ON. A2 OF THE AREA IMMEDIATELY ADJACENT TO THE PLANT TRUNK OR TRUNKS. THE AREA AGRICULTURE RULES AND REGULATIONS UNDER THE LATEST EDITION OF THE FEDERAL SEED OTS OF EXISTING SYSTEM. PLACE ON LOW SIDE
HORIZONS SHALL BE MINERAL HORIZONS IN WHICH THE FEATURE IMMEDIATELY ADJACENT TO THE PLANT TRUNK OR TRUNKS SHALL BE LEFT FREE OF ANY ACT. SEED SHALL BE MIXED BY THE DEALER AND SHALL BE DELIVERED TO THE SITE IN PLANTS THAT ARE TO E EMPHASIZED 15 LOSS OF CLAY, IRON OR ALUMINUM, WITH MULCH. SEALED CONTAINERS WHICH SHALL BEAR THE DEALER'S GUARANTEED ANALYSTS. SEED THAT RETAINED. THAT ARE TO BE OF BED, OR BOTH SIDES ON o LEVEL SITES.
RESULTANT CONCENTRATION OF QUARK OR OTHER RESISTANT HAS BECOME WET, MOLDY, OR OTHERWISE DAMAGED WILL NOT BE ACCEPTABLE. SEEDING: d z
MINERALS IN SAND AND SILT SIZES. (6) FERTILIZING (2.5.3) "A" HORIZON TOPSOIL CONTENT: "A" HORIZON TOPSOIL SHALL BEG X BY X GERMI~ ON PE APPLICATION TREE PLANTING
IN ACCORDANCE WITH THE FOLLOWING MATERIALS BY PERCENTA E (6.1) THE FERTILIZER SHOULD BE A DRY SLOW RELEASE FORM OF FERTILIZER. DESCRIPTION PURITY OF VOLUME: IT SHOULD CONTAIN AT LEAST 25-50X WATER INSOLUBLE NITROGEN. THE FERTILIZER 100X CYNODON DACTYLON 'BERMUDA 90-97X 10-18 DAYS APRIL-JULY 2 LBS PER 1000 SF SHRUB PLANTING ~ a NOT TO SCALE ~ s o D > _
SILT 42-58X SELECTED SHOULD ALSO HAVE A LOW ADJUSTED SALT INDEX TO PREVENT BURNING. THE TRIANGLE' -BERMUDA TRIANGLE >m NOT TO SCALE Q ~ ~ O o « O
SAND 15-20% N-P-K RA110 SHOULD NOT EXCEED 3-1-2 UNLESS THE SOIL TEST REVEALS 1HAT BERMUDAGRASS (OR EQUIVALENT) CLAY 15-20X ADDITIONAL LEVELS OF P AND K ARE NECESSARY. o a E E ~E a N ~ as d > >
ORGANIC MATERIAL 12-16X (11.9A) SPRIGS: STATE-CERi1fIED SPRIGS OF THE LATEST SEASON'S CROP COMMON TO THE (2.6) TOPSOIL SHALL HAVE A PH IN THE RANGE OF 5.8 TO 7.0 PRIOR TO MIXING (6.2) FOR DECDUOUS TREES, USE OSMOCOTE (18-6-12) AT 1HE RATE SITE LOCATION. PROVDE FRESH, CLEAN, HEALTHY SPRIGS COMPLYING VATH TOLERANCES o N to a y i d a N v c
WITH AMENDMENTS. EQUIVALENT TO 4 LBS ACTUAL N/1000 SQ FT OF R00T ZONE AREA/YEAR. FOR ESTABLISHED BY STATE AND FEDERAL REGULATIONS. m u o v a ~ ~ U a m N M a Z r
A PREPARATION EVERGREEN TRIES USE 2 LBS ACTUAL N/100D SQ FT OF ROOT ZONE AREA/YEAR. SPRIGGING a ~TIwQN (3) PLANTING ARE DESCRIPTION PERIOD 3 ~
6 3 MIX THE FERTILIZER INTO THE BACKFLL SOIL OF 1HE TREE PITS. 100X CYNODON DACTYLON '11FWAY 419' - APRIL-JULY 500 BUSHELS PROPOSED GROUND COVER a
(3.1) PLANTING AREAS. BECAUSE OF SOIL COMPACTION DURING CONSTRUCTION, ( ALL PLANTING AREAS SHALL BE LOOSENED BY ROTO-TiLLING AS SPECIFIED BELOW. FOR SHRUB BEDS, MIX THE FERTILIZER INTO THE AREA THAT HAS BEEN ROTO-11LLED 11FWAY 419 BERMUDAGRASS (OR EQUIVALENT) PER ACRE O.C. SPACING VARIES o ~
AREAS UNDER THE DRIP LINE OF TREES OR SHRUBS TO REMAIN IN PLACE SHALL NOT FOR THE PLANTS BE ROTD-TILLED. A PLANTING AREA IS ANY AREA IN WHICH NEW PLANTING OCCURS. (11.10) STRAW MULCH: STRAW SHALL BE 51ALKS FROM OATS, WHEAT, RYE, BARLEY OR U
3.2 PRIOR TO EXCAVATION OF INDIVIDUAL TREE AND SHRUB PITS, A (6.4} 1HE FERiiUZER RATE FOR CONTINUOUS GRWND COVER AND SHRUB BEDS PoCE THAT ARE FREE FROM NO)QOUS WEEDS, CHEMICALS, MOLD OR OTHER OBJEC110NABLE REMOVE MULCH FROM MIN. 3" MULCH Q
( ) TER OF THE ROOT BALL SHALL BE SHOULD BE DERIVED BY CALCULAiING THE ENTIRE ROOT 20NE AREA. THE ROOT ZONE MATERIALS W11H A MULCH TACKIFlER. STRAW SHALL BE IN AN AIR-DRY CONDITION SUITABLE REi DIAMETER EQUAL TO TEN 11MES THE DIANE AREA IS FOUND BY MEASURING THE AREA CONTAINING THE MULTIPLE PLANT ROOTS. USE FOR PLACING. STRAW SUPPLIm FOR MECHANICAL APPLICATION SHALL BE CHOPPED. ARI ROTO-11LLED TO A DEPTH EQUAL TO THE DEPTH OF THE ROOT BALL FOR PLANTS OSMOCOTE (18-6-12) AT A RATE EQUIVALENT TO 2 LBS OF N /100D SQ FT OF ROOT AROUND PLANTS TYP. AS SPECIFIED ~ Z ~ ~
HAVNG ROOT BALLS NO DEEPER THAN 12". FOR PLANTS HAVING ROOT BALLS OVER (11.11) WOOD CELLULOSE MULCH: 12" DEEP, THE ROTO-11LLED AREA SHALL BE 12". UNDER ND CIRCUMSTANCES SHALL ZONE AREA. THE FERTILIZER SHOULD BE EVENLY DISTRIBUTED WITHIN THE SHRUB BED FINISHED GRADE ~ ~
- THE DEPTH OF THE ROOT BALL SOIL (11.11.1) MULCH SUPPLIED FOR USE WITH HYDRAULIC APPLICATION OF GRASS SEED THE ROTO TiLLED DEPTH BE GREATER THAN AND FERTILIZER SHALL CONSIST OF SILVA FIBER MULCH BY WEYERHAEUER COMPANY, Q ~
(3.3) IN CONTINUOUS SHRUB AND GROUND COVER BEDS, THE ROTO-TiLLED (6.5) ALWAYS BE SURE 1HAT ADEQUATE MOISTURE IS AVAILABLE WHEN TACOMA, WA [phone] OR EQUAL. WOOD CELLULOSE FIBER SHALL NOT BE PERIMETER SHOULD EXTEND TO A DISTANCE OF 5 TIMES THE DIAMETER OF A SINGLE FERTILIZING SO THAT THE FERTILIZER WILL BE DISSOLVED INTO THE SOIL SOLUTION U1IUZED HOWEVER FROM 6/1 TO B/15. DURING IRIS TIME, STRAW MULGi SHALL BE EXISTING OR AMENDED TOPSOIL- Q U SEE SPECIFICATIONS
ROOTBALL OF THE PERIMETER PLANTS. DEPTH OF T1LlAGE FOR SHRUBS SHALL BE A5 FOR ROOT UPTAKE AND TO AVOID BURNING THE ROOTS. U1ILIZED. W z
SPECIFlED ABOVE. (11.11.2) PROCESSING OF WOOD CELLULOSE FlBER SHALL BE IN SUCH A MANNER (7) STAKING THAT IT WILL NOT CONTAIN GERMINATION OR GROWTH INHIBITING ELEMENTS. ROTO-TILL TO 12" ~
(4) PLANTING PIT EXCAVATION AND SOIL AMENDMENT (11.11.3) WOOD CELLULOSE FIBER SHALL BE DYED AN APPROPRIATE COLOR TO Z ~
(4.1) TREE AND SHRUB PITS SHALL BE 3 11MES THE WIDTH OF THE ROOTBALL, (7.1) TREES REQUIRING SUPPORT WILL BE INDICATED IN THE COMMENTS ALLOW VISUAL METERING OF ITS APPLICATION. AND SHALL BE DUG SO THAT THE BOTTOM OF THE ROOT BALL PALL REST ON SECTION OF THE PLANTING SCHEDULE ALL TREES REQUIRING SUPPORT SHALL BE (11.11.4) WOOD CELLULOSE FlBER SHALL HAVE THE PROPERTY OF BECOMING Z
UNDISTURBED SOIL, AND THE TOP OF THE ROOT BALL WiLL BE 2" ABOVE FINISH STAKED ACCORDING TO THE DETNLS PROVIDED. EVENLY DISPERSED AND SUSPENDED WHEN AGITATED IN WATER. WHEN SPRAYED Z
GRADE. UNIFORMLY ON THE SURFACE OF THE SOIL, THE FIBERS SHALL FORM ABLOTTER-LIKE (4.2) GROUNDCOVER, ANNUAL AND PERENNIAL BEDS SHALL BE i1LLED TO A (7.2) 1W0 STAKES SHALL BE REQUIRED PER TREE THE STAKES SHALL BE PLANTING DETAIL Q GROUND COVER
DRIVEN VERTICALLY INTO THE GROUND TO A DEPTH OF 2 1/2' TO 3', ON OPPOSITE GROUND COVER WHICH READILY ABSORBS WATER AND ALLOWS INFlLTRATION TO THE DEPTH OF 12", OR IF SOIL AMENDMENTS ARE REQUIRED, EXCAVATED TO A DEPTH OF gDES OF THE TREE, IN SUCH A MANNER A5 NOT TO INJURE THE ROOT BALL OR ROOTS. UNDERLYING SqL NOT TO SCALE ~ Z Q
12", UNLESS OTHERWISE NOTED ON THE PLANS. PLANTS SHALL BE EVENLY SPACED y-TAKES FOR SUPPORTING 1REES SHALL BE 2" SQUARE OR ROUND, BY B'. THE STAKES (11.11.5) WEIGHT SPECIFICAT10N5 FROM SUPPLIERS FOR APPLICAl1DN5 SHALL REFER WITHIN 1HE T1LLE0 PLANTING AREA AND SET TO MAINTAIN THE ORIGINAL GROWING SHOULD BE SOUND WOOD TREATED WITH A SUITABLE WOOD PRESERVATIVE. A SINGLE TO AIR-DRY WEIGHT OF THE FlBER, A STANDARD EQUIVALENT TO 10 PERCENT MOISTURE W ~
DEPTH WHILE ALLOIMNG FORA 2 TOP DRESSING OF MULCH. BURLAP LOOP SHALL BE PLACED AROUND THE TRUNK, ABOVE THE FIRST MAJOR BRANCH, (4.3) WHENEVER POSSIBLE, THE EXCAVATED SOIL SHOULD BE USED OR AMENDED AND TACKED TO ONE OF THE WOODEN STAKES. ANOTHER SINGLE BURLAP LOOP SHALL (11.12) THE LANDSCAPE CONTRACTOR SHALL CAREFULLY CORRELATE HI5 WORK WITH THAT I-
TO BE USED AS BACKFILL MATERIAL IN ORDER TO ELIMINATE OR MINIMIZE THE ALSO BE PLACED AROUND THE TRUNK, ABOVE THE FIRST MAJOR BRANCH, AND TACKED TO OF OTHER SITE DEVELOPERS. THE LANDSCAPE CONTRACTOR 15 REQUIRED TO INSTALL AND
OCCURRENCE OF HYDROLOGIC DISCONTINUITIES, AND/OR SOIL INTERFACE PROBLEMS THE OTHER WOODEN STAKE. THE BURLAP SHOULD BE TAUT. MAINTAIN HIS FINISHED WORK AT HIS EXPENSE. COMMON TO PLANTING BEDS CONTAINING SOILS OF DIFFERENT TEXTURE. J a Z J
(4.4) WHERE SOILS TESTING OR SUBSEQUENT OBSERVAl10N INDICATES THAT (11.13) SEED BEO PREPARATION THE TEXTURE OF THE EXISTING SOIL IS UNDESIRABLE FOR THE PLANT SPECIES (7.3) WOODEN STAKES AND BURLAP TIES SHOULD BE REMOVED AFTER ONE YEAR. (11,13.1) SEEDING/SPRIGgNG SHALL NOT BE DONE WHEN THE GROUND IS FROZEN, SNOW J_
BEING PLANTED (LE. HEAVY CLAY, PURE SAND) THE ON-SITE SOIL SHALL BE 8 CHEMICAL APPLICAT{ON COVERED, SATURATED, OR IN ANY OTHER CONDITION MMICH WOULD MAKE ESTABLISHMENT AND tl
N THE SOILS REPORT TO PROVIDE SUITABLE ( ) SURVIVAL OF LAWNS UNLIKELY. AMENDED AS RECOMMENDED W1THI TEXTURE. WHERE SOILS TESTS DO NOT REVEAL TEXTURAL DEFICIENCIES, YET (8.1) ALL PESTICIDES SHALL BE PRODUCTS OF RECOGNIZED COMMERCAL (11.13.2) AT THE TIME OF BEGINNING SEED BED PREPARA110N, TOPSOIL SHALL BE IN W ~ o
SUBSEQUENT EXCAVATIONS D0, THE BACKFILL MIXTURE SHALL BE 66X EXISTING MANUFACTURERS, AND SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, ANO LOCAL A LOOSE, FRIABLE CONDITION, FREE FROM STONES IN ANY DIMENSION, STICKS, ROOTS AND SOIL AND 33R TOPSOIL A5 DEFINED ABOVE. PESTICIDE LAWS. PESTICIDES SHALL BE APPLIED Wi1H CALIBRATED EQUIPMENT OTHER EXTRANEOUS MATTER. IF TOPSOIL HAS BECOME CRUSTY, HARDENED OR ERODED J ~ z
(4.5) WHERE SOILS TESTS INDICATE THAT THE PH, SALINITY OR CHEMICAL ACCORDING TO EPA LABEL RESTRICTIONS AND REGULATIONS BY A CERTIFIED SINCE BEING SPREAD, IT SHALL BE A PART OF THIS WORK TO RESTORE THE SOIL TD THE 3
COMPOSITION IS UNDESIRABLE FOR THE PLANT SPECIES BEING PLANTED, THE SOIL APPLICATOR. ANY DAMAGE INCURRED TO THE SITE, ADJACENT PROPERTIES, OR LOOSE CONDITION DESCRIBED ABOVE. SHALL BE AMENDED AS RECOMMENDED WITHIN THE SOILS REPORT TO ACHIEVE APPLICATOR DURING PEST1gDE APPLICATIONS WILL BE THE SOLE RESPONSIBILITY OF 0
SUITABLE CHEMICAL PROPERTIES. AFTER AMENDING, PLANTING SOIL FOR DECIDUOUS (11.13.3) SPREAD FERTILIZER AT THE RATE OF 4 LBS./1000 SF 4 TiMES PER YEAR. ADD W ~
PLANTS SHALL HAVE A PH VALUE BETWEEN 6.D ANO 7.0, AND FOR EVERGREEN OR 1HE CONTRACTOR. pH BALANCNG AGENTS AT RATES RECOMMENDED BY THE SOIL TEST REPORT TO ACHIEVE A SEMI-EVERGREEN PLANTS SHALL HAVE A PH VALUE BETWEEN 5.0 AND 6.0. A (8,2) PESTICIDES SHOULD BE USED ONLY WHEN NECESSARY TO TREAT AN pH OF 5.5 TO 6.8. BLEND ADDITIVES THOROUGHLY INTO UPPER 4" OF TOPSOIL REMOVE ANY I
REPRESENTATIVE SAMPLE FROM THE EXCAVATED SOIL SHALL BE FIELD TESTED FOR OUTBREAK OF A HARMFUL PEST OR DISEASE PROBLEM. THE OWNER OR THE OWNER'S ROCK OR OTHER DEBRIS WHICH MAY SURFACE. 11LL AREAS UN11L SOIL IS LOOSE AND PH UTILIZING A RELIABLE SOIL PH METER OR 501E PH TEST KIT. THE PH VALUE REPRESENTATIVE SHALL BE NOIIFlED 24 HOURS PRIOR TO THE APPLICATION OF ANY FRIABLE AND ALL SOIL AMENDMENTS ARE UNIFORMLY DISTRUBUIED. J
OF THE NATURAL SOIL BACKFILL MIXTURE MAY BE AMENDED BY ADDING LIMESTONE PESTICIDE. (11.13.4) WORK ALL AREAS TO A SMOOTH EVEN SURFACE FREE FROM IRREGULARITIES, N 0
OR ALUMINUM SULFATE AS NEEDED. RIDGES, OR DEPRESSIONS. PREPARED AREAS SHALL MEET REQUIRED FlNISH GRADE (4.6) WHERE SOILS TESTING OR SUBSEQUENT EXCAVATION INDICATE THE (9) MAINTENANCE AND GUARANTEE ELEVATIONS AND SHALL DRAIN ADEQUATELY. REPAIR ALL WASHED AND ERODED PORTIONS. F- a
EXISTING SOIL IS UNSUITABLE FOR USE AS BACKFILL MATERIAL, BECAUSE OF (11.13.5) MOISTEN PREPARED AREAS IF SOIL IS DRY. WATER THOROUGHLY, THEN ALLOW 1HE PRESENCE OF DEBRIS OR 01HER DELETERIOUS MATERIAL, THE BACKFILL (9.1) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FDR MAINTAINING SURFACE MOISTURE TO EVAPORATE. DO NOT CREATE MUDDY SOIL CONDITIONS. 0 Z ~
MATERIAL SHALL BE 66X TOPSOIL, AS DEFINED ABOVE, AND 33X CLEAN SAND. HIS WORK FOR 1HE PERIOD OF ONE YEAR AFTER ACCEPTANCE BY THE OWNER OR THE Q ~
(4.7) AMENDED BACKFLL SOIL REPLACES ONLY THE SOIL EXCAVATED FROM OWNER'S REPRESENTATIVE. MAINTENANCE SHALL INCLUDE MOMANG, WATERING, WEEDING, (11.13.6) SOW SEED USING A SPREADER OR SEEDING MACHINE AT THE RATE OF THE TREE AND SHRUB PIT (3 TIMES THE WIDTH OF THE R00T BALL), NOT THE CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RESETTING OF PLANTS TO 2 LBS/1000 SF. DO NOT SEED WHEN WIND VELOGTY EXCEEDS 5 MI. PER HOUR. DISTRUBUTE (11.14.4) WASTE MATERIAL SHALL BE REMOVED FR( LL BE REMOVED FROM THE SITE DAILY. J W
EN11RE ROTO-TiLLED AREA. PROPER GRADES OR UPRIGHT POSITIONS, RESTORATION OF EAR1H BERMS, AND OTHER SEED EVENLY OVER ENTIRE AREA BY SOWING EQUAL QUANTITY IN 2 DIREC110NS AT RIGHT (4.8} FOR TREES IN POORLY DRAINED SOILS, A VERTICAL PIPE SHALL BE NECESSARY OPERATIONS. ADEQUATE PROTECTION FOR LAWN AREAS AGAINST TRESPASSING ANGLES TO EACH OTHER. (11.15) CLEAN-UP ANO PROTECTION Z
INSTALLED AT THE EDGE OF THE PLANT PIT EXCAVATION, EXTENDING TO A LEVEL DURING PLANTING OPERATIONS AND AGAINST DAMAGE OF ANY KIND SHALL BE FRONDED. (11.13.7) RAKE SEED LIGHTLY INTO TOP 1/4' OF SOIL, FIRM ENTIRE AREA WITH A ROLLER (11.15.1) KEEP PAVEMENTS CLEAN AND WORK AREi AN AND WORK AREA IN AN ORDERLY CONDITION.
EQUAL TO THE TOP OF THE MULCH. THE PIPE END SHALL BE THREADED AND FITTED NOTHING IN THESE NOTES 15 INTENDED TO RELILIIE THE CONTRACTOR of HIS NOT EXCEEDING 90 LBS. PER FOOR OF ROLLER WIDTH, AND WATER WITH A FINE SPRAY. WITH A THREADED CAP. RESPON5181LI1Y TO REPAIR EXISTING LAWN AREAS DAMAGED BY WORKMEN ENGAGED IN (11.15.2) PROTECT SEEDED AREAS AND MATERIALS AS AND MATERIALS FROM DAMAGE DUE TO Designed: Date;
THE COMPLETION OF THIS PROJECT. (11.13.8) PLANT SPRIGS IN FURROWS WiTH A MECHANICAL SPRIGGING MACHINE OR OPERATIONS BY OTHER CONTRACTORS, 1RADES, AND )RS, TRADES, AND TRESPASSERS. MAINTAIN PROTECTION 1NAL ACCEPTANCE. TREAT, REPAIR OR REPLACE TRC 1~27~03
5 PLANT MATERIAL AND MULCH TRACTOR DRAWN TRANSPLANTER. FURROWS SHOULD BE 4-6" APART AND 1-2" DEEP, DURING INSTALLATION AND UNTIL FlNAL ACCEPTANCE. ( ) LEAVING A PORTION OF THE SPRIG EXPOSED ABOVE THE SOIL AFTER SPRIGGING ROLL THE pAMAGED SEEDED AREAS AS DIRECTED. (9.2) INSPECTION OF THE WORK TO DETERMINE COMPLE110N OF THE CONTRACT LAWN AND KEEP THE SOIL AND SPRIGS MOIST UNTIL THEY HAVE INITIATED NEW GROWTH :TED. Checked: Scale;
(5.1) THE NAMES OF PLANTS REQUIRED UNDER THIS CONTRACT CONFORM TO THOSE EXCLUSIVE OF THE POSSIBLE REPLACEMENT OF PLANTINGS, WILL BE MADE BY THE OWNER AND BECOME ESTABUSHED. DO NOT MULCH. GIVEN IN LH. BAILEYS HORIUS THIRD, 1976 EDITION. NAMES OF VARIETIES NOT INCLUDED OR THE OWNER'S REPRESENTAl1VE AT 1HE CONCLUSION OF THE INSTALLATION PERIOD (11.16) COMPLETION AND ACCEPTANCE CJB VARIOUS
.,,...,,..,,~,~,r,, r„ ,~,i n.ir rnuai rnnu nc iuG cnuTenrr wll I RJF CnAITRACT WIII RF ACCEPTED AND NOTICE OF
THEREIN CONFORM GENERALLY WITH NAMES ACCEPTED IN THE NURSERY TRADE. ALL UFUN WK iLN NUiGt ntuUWlNU aUUn NarLUnUN. rttvutai Z ALL oL 3UOMnirU V'THE ENTIRE CONTRACT IS COMPLETED TO THE File Mgr./Drawn: CADD File name:
PLANTS SHALL HAVE A HABIT OF GROWTH THAT IS NORMAL FOR THEIR SPECIES AND BY CONTRACTOR AT LEAST TEN DAYS PRIOR TO THE ANTICIPATED DATE FOR INSPECTION. COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTI THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WITH WELL DEVELOPED ROOT SYSTEMS. AFTER INSPECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING BY THE OWNER OR (11.14) MAINTENANCE DURING ESTABLISHMENT PERIOD: SATISFACTION OF THE OWNER'S REPRESENTATIVE. PRESENTATIVE. GSW/TFiC LANDSCAPE.dwg
ALL PLANT MATERIAL SHALL BE FREE FROM INSECT PESTS, PLANT DISEASES, AND THE OWNER'S REPRESENTATIVE OF ACCEPTANCE OF THE WORK, EXCLUSIVE OF THE (11,14.1) IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO DETERMINE WATER (11.16.2) WITHIN TEN (10) DAYS OF THE GENERAL 3 OF THE GENERAL CONTRACTOR'S NOTIFICATION THAT THE IWNER'S REPRESENTATIVE WILL INSPECT THE INSTALLATION Project Number: Dwg. File No.:
INJURIES. ALL PLANTS SHALL EQUAL OR EXCEED THE MEASUREMENTS SPECIFIED IN THE POSSIBLE REPLACEMENT OF PLANTS SUBJECT TO GUARANTEE; OR, IF THERE ARE ANY APPLICATION RATES. INSTALLATION IS COMPLETE, THE OWNER'S REPRESENT, DEFICIENCIES, THE CONTRACTOR WILL BE NOTIFIED OF THE REQUIREMENTS NECESSARY PLANT LIST, WHICH ARE MINIMUM ACCEPTABLE SIZES. TREES SHALL HAVE SINGLE TRUNKS WORK. PLANTINGS SHALL NOT BE CONSIDERED ACCEPTED UNTIL (11.14.2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE DURING THE AND, IF FINAL ACCEPTANCE IS NOT GIVEN, WILL PREPi r GIVEN, WILL PREPARE A "PUNCH LIST'. 1980343-00201 14122W
EXCEPT AS NOTED. ALL SHRUBS SHALL BE HEALTHY, VIGOROUS, AND OF GOOD COLOR. FOR ALL CDEFICIENCIES OMPLETION OF HAVE THE BEEN CORRECTED AND APPROVED IN WRITING, ESTABLISHMENT PERIOD AND UNTIL FINAL ACCEPTANCE. MAINTENANCE SHALL BEGIN (11,16,3) FINAL ACCEPTANCE WILL BE GIVEN BY TH ONLY DAMAGED OR BROKEN BRANCHES OF PLANT MATERIAL MAY BE PRUNED AND ANY IMMEDIATELY AFTER SEEDING/SPRIGGING AND SHALL INCLUDE WATERING, FERTILIZING, REMOVAL OF SATISFACTORY COMPLETION OF ALL WORK INCLUDING ILL BE GIVEN BY THE OWNER'S REPRESENTATIVE UPON
NECESSARY PRUNING SHALL BE DONE AT THE TIME OF PLANTING. HOWEVER, UNDER NO STRAW MULCH, WEED ERADICATION, MOWING, TRIMMING, CUPPING REMOVAL, THE _ WORK INCLUDING "PUNCH LIST' ITEMS. Drawing Number
CIRCUMSTANCES SHALL THE CENTRAL LEADER OF A PLANT BE PRUNED. BALLING AND RECONSTRUCTION OF ALL AREAS DAMAGED BY EROSION OR OTHER OCCURENCE. BURLAPPING OF PLANTS SHALL FOLLOW THE CODE OF STANDARDS CURRENTLY (11.14.3) STANDS IN LAWN AREAS SHALL BE MOWED WHENEVER THE AVERAGE HEIGHT
RECOMMENDED BY THE AMERICAN STANDARD FOR NURSERY STOCK. REACHES 2 INCHES. MOWING HEIGHT SHALL BE 1-1/2 INCHES. L-3 15 OF 17

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Project Number: Dwg. File No.:
1980343-00201 14121W
Drawing Number
L-2 16 OF 17

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ao so 2 1980343-002.01 14122
5GALE I"=40' Drawing Number
ENTRANCE ROAD AND BIORETENTION AREA PLANTING PLAN
15 OF 17

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o U No. 028501 a
1. General: The contractor shall furnish all labor, mater~rrls, equipment and incidentals required to provide a submersible
grinder sewage pump station as shown on these con:~lruction drawings and as specified in theses general notes and standards. 8, Wet Well: Precast concrete manhole b~ to manhole base, riser and top :;ectians sized as shown on plans shall be constructed per ASTM C478. Joints between sections shall be .o ~
waterti ht utilizing, ASTM C443 "0" rin A. The pump station shall be constructed and tested in accordance with the NCDENR North Carolina, Administrative Codes for Onsite Wastewater Systems and the Standards CS 10 b Concrete Sealants or equa , C443 "0" rin 'oints or ASTM C4/H joints far cold applied sealing- compound, CPS-210 by Concrete Products Sup I Com an or ~a 1 P Y P Y ~ ants or equa . Joints shall be coated with bituminous material an the interior and exterior. Where shown on the drawings the FS
and Specifications for Town of Williamston Public Works Deportment Utilities, Drainage, and Streets . top shall a cast in lace concrete. concrete. S~ONAL ~
Flexible rubber pipe s eeves far pipe ei 's far pipe entrances conforming to ASTM C923 shall be utilized for gravity sewer pipe entrances. Non-metallic, non-shrink grout
B. The Contractor shall not deviate from the NCDENR a proved plans without written approvals from the Owner, Engineer, and NCDENR. All ap raved shall be used for dischar e i e a eni - The contractor will be re wired to submit the As-built documents to he Owner for review 9 p p p deviations shall be noted on the Contractors As bui t documents. q and ~e pipe openings.
approval prior to scheduling final pump station inspections and testing by the Engineer. A. Access Hatch: Access hatch shall b~ hatch shall be cast in the wet well cover. The access hatch shall be as manufactured by Hallida raducts, Inc of Orlando, Florida or approved
dimensions shall be as shown on the construction drawings, The access hatch shall be a Series 1 3648 with the following: o
- has 60 Hz and 3450 RPM. The units shall roduce 68 mat 42 TDH. The motors shall be non-ov equal. The size and dimensions sh 2. Pumps: Each pump shall be rated 2,4 HP, 230 volts, 1 p e, gp erloading 1. Stainless steel cam ression s rin U U pression spring assist
throw h out the entire erfarmance curve. The um and motor shall reserve a minimum service factor a 1,15, The performance curve submitted for approval shall state p P g.. p 2. Auto-Lack stainless steel hold of in addition to head an capacity performance, he pump efficiency, grinder capabilities, and reflect the motor service factor. P ~ ~ ~ z~ steel hold o en arm with release handle
3, Stainless steel hinges and attach es and attaching hardware o M,. ~ o ~ lock with removable key ~ o ~ ~ > ~ r' n
~ Model GRP 26 1 FM manufactured b Homa Pum Technolo 4. Stainless steel slam lock with re A. The pump shall be equal to a Homa grinder pumf / y p gy 5. Channel frame ~ Q I I ~ s: ~
I Class 1 Division 1 Ex losion Proof and shall be su lied b the um manufacturer. 6. Sin le leaf construction B. The pump, floats and guide rail system shall mee P PP Y P P 7, 30 lbs. er s . ft. load ratin 7 N N ~ tY~ #ion o N ~ ~ ~
P q 9 load rating o o aM E
C. Hoist: Provide a stainless steel adjustable portable hoist with stainless steel construction, ad'ustable reach, 30 feet of stainless steel cable and safety hook, Land B. Coatings: - ~ E...._
winch, floor mounted stainless steel socket, 1,000 Ib. safe load as Manufactured by Halliday roducts Series DB or approved equal,
Metal Surfaces: All metallic surfaces 3. Electrical: The station shall be controlled by a duplex control panel mounted on a edestal adjacent to the station. The control panel shall be supplied by the pump Concrete Surfpcdeterior wet well wal aluminum and stainless steel shall be ainted unless otherwise noted with a coatin s stem in accordance with the standard aintin s ecifications. ~ `P tallic surfaces (other than } p ~ g y p g p
manufacturer. The control panel enclosure shall be fiberglass enclosure meeting NE A 3R with provisions for a pad lock and hinged door. All components of the wet well walls, floor and ceiling surfaces shall be painted with a coating system in accordance with the following, or an approved equal:
control panel shall be sized to meet the National Electric Code requirements. Tnemec Coal Tar -Epoxy System Boxy System
Finish -Semi-Gloss
A. The pump control panel shall be provided with the following; Surface Preparation -Acid etch 1, Hand-Off-Automatic Switch for each pump First Coat - H~-Build Tnemec-Ta - Acid etch
2. Pump run indication li ht for each pump Id Tnemec-Tar (14.0-20.0 dry film mils) " •
3. Seal failure indication i ht for each ump Surface re oration and caatin a F d coatin a lication shall be in accordance with the coatin manufacturers re uirement. This a lies to i e, valves, etc,, in the um station ~ 9. PP 9 q PP P P P P ~
4. Flashin alarm li ht an horn with si ence and test switches p P 9. P 9 9 even though not specified ~n this se 5. High water alarm Aluminum: All surfaces of aluminum fled in this section. ~
6. Pump failure alarm via thermal overload of aluminum which will be in contact with concrete, mortar, or dissimilar metals shall be given a heavy coat of coal tar epoxy paint.
7. Power failure alarm sensor with automatic switch -over to a backup battery ~ ~
8. Time Bela la um on ower failure Pump/Trash Basket Hatch~n integrally r Y .P P P An integrally mounted frame for pump and trash basket access shall be furnished and installed as shown an the drawings. The unit shall be fully , c
9. Anti condensa ion contained including frame, continuous i 10. Battery backu with trickle charger release handle, steel lifting handle and ,continuous protruding anchors, and doors. Each door shall, be 1/4 inch diamond plated aluminum equipped with automatic hold-o en arm, vin I grip r. All hardware shall be stainless steel. The frame and doors shall be desi n for 300 sf live loo in rate. T e " g handle and factory padlock ba g p g ~
11. Telephone d~a er located ~n the control panel with 8 channels. Automatic dialer shall have a battery back-up and shall be capable of sending an alarm signal for the assembly shall be as manufactured by ~ufactured by Halliday Products, Model TIR3048 or equal. ~ c
common alarms such as hi h water, pump fail for each pump, power fail, flow fail alarm for each pump and two (2) additional spare alarms. 9 .o a'
12. Seal failure indication
13. Elapsed time meter for each pump TRASH BASKET 14. Thermal overload protection
15. Motor heat sensor The trash basket shall be constructed constructed on 0.63 inch thick aluminum plates with 2 holes on 3 centers, welded to an aluminum frame with tracking angles and lifting bail. The c ~
16. IEC rated starters basket guide rails shall be constructed e constructed of extruded aluminum channels provided with cross bracing and wall stand-off mounting flanges as manufactured by Halliday Products, Model ~ ~
17. Dry alarm contacts for each pump B1A, or equal.
18. Connections far float level controls 19. Duplex pump controller with alternator c
20. Interior li ht for maintenance. LIFTING CHAIN/ROPE 3
21. Duplex ex erior receptacle.
An 18-inch length of stainless steel cl finless steel chain shall be connected to each pump and the trash basket bail. Attached to the free end shall be a length of rope sufficient to reach
approximately six feet above the wet H B. The Contractor is responsible for mountin the purrs control anel, automatic transfer switch, power meter connection and disconnect on a pedestal eve the wet well top slab when the pump/trash basket is in its normal operating position.
mounted panel. The Contractor is required o make a I electrica control connection from the ump control panel to the motors, control floats, automatic transfer switch, Chain shall be stainless, welded steel, Melded steel, 0.25 inch diameter, straight link style, short link pattern. The rope shall be 0.25 inch diameter, nylon, marine class.
power, alarms, auto dialer and appurtenances. All electrical work shall conform to the Nations Electric Code and will require inspection and m
approvals from the local Codes enforcement agency. Hooks for hanging pump/trash basket 'trash basket lifting ropes shall be fabricated of stainless steel and installed one for each unit at the top of the pump station wet well adjacent to the
unit's respective access hatch. 4, Generator: Not part of this project. latch.
5. Force Main Pi in and Fittin s: ALUMINUM LADDERS P9 9
„ Aluminum ladders shall be provided whE fabricated to meet all a licable OSHA re uirements. Ladder rails shall be fabricated of 1-1 2" rovided where indicated on the drawings and shall be pp q /
LARGE DIAMETER PIPE (3 AND LARGER) diameter schedule 40 aluminum tubin . 9 P Z~ ninum tubing. Ladder rungs shall be a least a 1 square aluminum extrusion with grooves for nonslip surface. Provide connections and wall stand-offs
as shown on plans or required by the wired b the ENGINEER. All connections shall be minimum of 1/2 stainless steel. E I Y
Ductile Iron Pipe : Conform to the latest edition of ANSI A21.51 and the following minimum thickness class: N ~ U
Nominal Thickness
Size Class Location 9. Operation and Maintenance Manual W ce Manual ~
3"-12" 50 All locations The pump equi ment manufacturer sha iufacturer shall be responsible far supplying written instructions which shall be sufficiently comprehensive to enable the operator to o erate
and maintain t e pump station and all Pipe furnished shall have thickness class at least equal to those given above per ANSI A21.51, Pipe thickness shall be designed based on flat bottom and or me has not previously operated / station and all equipment. Said ~nstruct~ons shall assume that the operator is familiar with pumps, motors, piping, and valves, but t at he ed and/or maintained the exact equipment supplied.
trench with loose backfill (Type 1 Laying Condition).
li 'n conformin to ANSI A21.4. Ductile iron i e shall be bituminous coated. These instructions shall be prepared a: Line all ductile iron pipe with cement mortar ni g g P P and shall include those devices and ec 0 e prepared as a systems manual applicable solely to the pump station and equipment supplied by the manufacturer to these specifications, °
ev~ces and equipment supplied by him, However, items of equipment far which the station manufacturer has made mounting or other
either ush-on or mechanical 'oints shall be furnished for above round i e or i e installed in provisions, but which he has not suppl Where the point t o is not indicated on the drawing, p ~ g p p. p p has not supplied, may be excluded from these instructions. Z
buried casings. estrained joints shall be utilized on aerial installations. The instructions shall include, but not ude, but not be limited to, the following: ti
Push-on joints shall conform to applicable requirements of ANSI A21.11 (AWWA C111). Gaskets and lubricants for pipe fittings shall conform to ~ °1 u P J
1.11 AWWA C111 . Descriptionof, and operating instruction; applicable requirements of ANSI A2 ( ) ~ instructions for, each major component of the pump station(s) as supplied. ~ ~ m a 9 a ~ m~ o ~ E a~~
~f the um stations in all intended modes of o eration. ~ a ~ N N ~ o
Mechanical 'oints includin i e ends, lands, bolts and nuts, and askets, shall conform to applicable requirements of ANSI A21.11 (AWWA C111). Instructionsfor operation of the pump 1 ~ 9 PP 9 9 P P O P o,.Q a d ~ m a " ~v rry a
Instructionsfor all adjustments which m ents which must be performed at initial start-up of the pump station(s), and adjustments which must be performed in the course of Z ` ~ a <
Fittings for Ductile Iran Pipe: Conform to ANSI A21.10, Class 150, Fittings shall have cement mortar lining equivalent to that of the pipe lining, preventive maintenance as specified by specified by the manufacturer. ~ „ ~ Zo
Service instructions for major componer fac urer but which are su lied b him in accordance with these ~ ; 3 " ~~or components not manufactured by the pump station manu t pp y o s
COUPLINGS FOR DUCTILE IRON PIPE: specifications. The incorporation of lit ~aration of literature produced by the actual component manufacturer shall be acceptable. ° s
Mechanical Couplings for ductile iron pipe shall be Dresser Style 38 epoxy coated with stainless steel bolts, Smith Blair, Rockwell or equal. Electricalschematic diagram of the pun rn of the pump station(s) as supplied, prepared in accordance with NMTBA and JIC standards. Q Z
Layout drawing of the pump station(s) n stations as su lied re ared in accordance with ood commercial ractice, showin the locations of all um s, motors, valves, and ~
Threaded (tie) rods shall be b Star National Products or equal hot dipped galvanized after fabrication. Tabs for tie rods shall be ductile iron Duck i in , P PP •P P 9 P 9 P P 0
Lock heat treated tie bolts ho di ed alvanized b Star National Products or a ual, or hot di ed olvanized steel late er the drawin s. P P 9 PP 9 Y q PP 9 P P 9 Q
Parts list and list of suppliers for coin) Restrained joints shall be Snap-Lok or Bolt-Lok b Griffin or equal for buried applications and Ri id-Lok or Mech-Lok by Griffin or equal for exposed Tiers for components. ~
pipe on piers. Restrained joints shall be rated for he same pressures as the pipe and fittings an shall be based on interlocking metal, not set Operation and maintenance instruction :e instruction which are limited to a collection of component manufacturer literature without overall pump station instructions shall not be I
screw fr~ct~an. acceptable.
Retainer glands where approved shall be rated far 300 psi and shall have twist off torque nuts. Operation and maintenance instructions Z o :e instructions shall be specific to the equipment supplied in accordance with these specifications. Z
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CAST IRON GATE VALVES: Instruction manuals applicable to many ;able to many different configurations and pump stations, and which require the operator to selectively read portions of the instructions,
shall not be acceptable. General : Valves may be either metal or resilient seated, as manufactured by Mueller, or equal. W-
10. As-Built Drawin s: The Contractor ; Contractor shall ravide to the Owner prior to acceptance of~the pump station and appurtenances the As-Built drawings. The As-Built _ p
Resilient Seated : Valves shall conform as a minimum to AWWA C509,r and be mechanical 'oint with ends adapted to the pipe or fitting to be installed. drawings shall in icate all deviations f II deviations from he approved plans and specifications. The As-built drawings shall show the final elevations for the pump station and valve I-
Valves shall be non-rising stem and open counter-clockwise with a 2 square ,operating ,nu . Valves shall be iron body, with 0-ring .packin . Seating vault to include um control settings it tional mirror ~ma e desi n. Valves shall have a smooth bottom desi n wit all iron P p ~ntrol settin s, dimensions. And electrical as-built information in the form of a line dia ram with the wiring nomenclature matching the field N 9 9 ~
shall use compression closure. Gate shall be of a true bi d ec g g g ~ installation. surfaces, internal and external, coated with a minimum of 8 mil. thickness of epoxy. Q
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Horizontal Type : Supply double-disk gate valve designed for mountin in horizontal position complete with solid bronze (Grade I or IV) or 300 series 3
stainless steel tracks secure) fastened in body and bonnet. Construe valve of the rolling-disc type such that the discs serve as rollers and carry their own weight and t e weight of the wed es. Provide valve with bronze scrapers {Grade I, II, III, or IV) to traverse the tracks ahead of
the rollers in both directions of travel, Provide 1 and larger valves with bypass to equalize pressure. ~ 0
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Supply gears accurately formed and smooth running, with bronze pinion shaft operating in bronze or permanently sealed antifriction bearing. Equip 3 0
bevel-gear mechanism with cut-tooth steel gears conforming to ASTM A27, Grade V60-30. Provide bevel- gear mechanism with totally enclosed-type gear case that encloses both stuffing box and gearing.
6. Warrant; The Contractor shall provide a one (1~ year warrant on all pump station equipment and appurtenances for components and workmanship. Warranty does J
not begin until the NCDENR has issued the certificate to opera a for the facility.
7. Force Main Testing: Shall be performed in accordance with the "Standards and Specifications for Town of Williamston Public Works Department Utilities, Drainage, and Streets". 0
A Town of Williamston representative shall be notified 48 hours prior to testing and shall witness. ~ Q 0
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Z
Designed: Dcte:
CBN 01127103
Checked: Scale:
CJB NONE
File Mgr./Drawn: CADD File name:
GSW/CBN C-14.dwg
Project Number: Dwg. File No.:
1980343-00201 14123 W
Drawing Number
C-14
14 OF 17
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DUPLEX NEMA 3R CONTROL PANEL T• LaDCar ~/~/ea r,~ STEEL PIPE TO BE FILLED 's" a if MIN. PAGE 28 ~
WITH AUDIBLE/VISUAL ALARM AND ~ FLOURESCENT LIGHT TO BE SUPPLIED 4 SCH 40 PVC THREADED END GALVANIZED ~ ~ WITH CONCRETE ~l~.l ~ ° f~ARLES J. BODNAR z
BY THE MANUFACTURER. SEE PLAN PIPE RETURN VENT WITH 1/2-INCH MESH FOR LOCATION GALVANIZED HARDWARE CLOTH FAST o - HAL.LIDAY PRODUCTS No. 028501
( EN VENT - -
PROVIDE 230 VOLT TO WET WELL WITH ANCHOR BOLTS AND 1 PHASE SERVICE SEAL WITH SILICON CAULKING TYP. „ SERIES L18 ~ AND LID LADDER o,~
) 6 DIA. ST'D. WEIGHT STEEL (LADDER) ~
SERVICE-ENTRANCE DISCONNECT 36"x 48" ALUMINUM ACCESS HATCH 1~ FSS PIPE (ASTM A53) ° TONAL E STANDARD FEATURES:
CAST IN TOP OF WETWELL WITH EXTERIOR WEATHER PROOF STAINLESS STEEL HARDWARE • ALL ALUMINUM WELDED CONSTRUCTION
DUPLEX RECEPTACLE o ~ • SUP RESISTANT RIBBED RUNG DESIGN RAILS ~ CUSTOM FIT WALL MOUNTED STANDOFFS
CONTROL PANEL PEDESTAL o FLOOR MOUNTING OPTIONAL (SPEGFY) 1" CONCRETE CHAMFER MODE HIGHER oR • FLAT ROUN
PORTABLE HOIST MOUNTING LOWER IF STAND- o / D WALL MOUNTING (SPECIF`r7 E - (PAINT SAFETY YELLOW) OFF FALLS ON A 1/z•e o
SOCKET IN ACCORDANCE WITH RUNG, MOUNTING ~ ~ HOLES ~ ~ ~
12" THK. CONCRETE SLAB MANUFACTURER'S RECOMMENDA WIDTH AND LENGTH AS REQUIRED TIONS. - - ~ OPTIONS:
„ . ELEV. 72.75 o° ~ r` .r ~ ~ r, Nrno E ~ t` • AVAILABLE IN STAINLESS STEEL
6 6 ° ° ~ . ° ~ ° ~ C >~MN~ 1., n ~
CONDUIT SIZE AS REQUIRED ° 6 ~ 1 III CAULK AS REQD.) _ - 6 DIA, STD. WEIGHT , , " o ~,a N rn "s'~ ° ~ /B ~ ~ ~ ~ v n
3'-0" ~A RIBBED o 0 0 ~M E L ~ r.; 3 -0 STEEL PIPE (ASTM A53) TO Ruea SPECIFICATIO ~ o ~ _ c. << N ~ S - ~ h iJ tV 'v t.. I'~ . .
• 3'-6" COVER TO POWER SUPPLY BE FILLED WITH CONCRETE THE LIB AND LID LADDERS AS ~ m o.,.,- ~ MANUFACTURED BY HAWDAY PRODUCTS, INC. N = = _ x ° rt x
(PAINT SAFETY YELLOW OF ORLANDO, FLORIDA, SHALL BE CONSTRUCTED ENTIRELY OF ALUMINUM. ~ N ° E .c; t: THE RAILS SHALL BE 3/B X 2 1 2 FLAT BAR ~ W > w~ 16' APART. THE WALL MOUNTED STANDOFFS SHALN BSHALL BE SPACED
° 2" BALL CHECK VALVE 0 FLAT BAR ANp WELDED TO THE RAILS AT A MAXIMUMEOF 6D"xON CENTE 6" THE STANDOFFS SHALL BE A ~11NIMUM OF T AND MANUFACTURED TO FlT
SEAL W NON-SHRINK GROUT ° CAST IRON SMOOT ON INTERIOR oo 2" BRASS GATE VA FINAL GRAD ~ FLUSH WITH THE WALL 1 3/B DIAMETER SLIP RESISTANT RIBBED RUNGS
A . o o LVE E s; F S ~ SLOff o MALL EAA~LLR ELSPACED 12" ON CENTER AND SHALL BE WELDED TO THE INSIDE OF ~ti OUNIING
00 2 COUPLING (STAINLESS STEEL ° oo A _ TABS °
ALUMINUM TRASH BASKET o0 ° 3~_
SEE DETAIL SAME SHE ° oo ° ET o0 •
00 L 1 B WALL M ~ ~
CONCRETE ouNT)
° . SPECIFY OWAETER •
° 3'-6" ° 3'-6" 18' ROUND WALL FLAT WALL ~
° o O
96" DIA. PRE C ° ° AST CONCRETE WET . FLOOR ~ NOUNTING iv
WELL WITH INTERIOR EXTERIOR COATING GUIDE RAIL / S ° C I I REQUIRED INFORMATION .
. ° ~ BASIN DIAMETER a'
° • RAIL LENGTH • STANDOFF LENGTH (7° MIN,)
8"X8" D.I. TEE PIPE SUPPORT (TYP) , S EE NOTE BELOW ° . L1D wAL LAND FLOOR MOUNT) ~
d a °
~ a Q~ 4
8-INCH GRAY ITY SEWER INVERT ELEV.. 54.12 ° °
d . C
STAINLESS STEEL H.W. ALARM ELEV. LIFTING CH 53.12 - AIN ~ INFLUENT PIPE
i i `p
LAG PUMP "ON" ELEV. 52.62- ' 000000 SPECIFY STANDOFF f 000000 .
LEAD PUM _ ° 2" SCH 80 PVC PIPE P ON ELEV. 52.12 . N~ NOT TO SCALE o000o sroP HAWDAY PRODUCTS m
0000/010 SPECIFY DIAMETER 000000 N
PUMPS "OFF" ELEV. 51.3 9 SERIES 81A
00 SECTION ®ROUND WALL (STANDARD TRASH BASKET SYSTEM 0000 ) 000000
STANDARD FEATURES•
. 1 I ° 1 6" • ALL ALUMINUM CONSTRUCTION
FILL MATE - - (TYP) RIAL NCDOT ABC STONE , ELEV. 49.89 20" PERFORATED SCREENING STYLE ~ • EXTRUDED ALUMINUM GUIDERAIL SYSTEM z
COMPACTED MATERIAL TYP ~ • ° ° ( ° ° I ° ° ) ° ~ d . ° ° o E
BAIL - E °(MIN) 3'-0°(MIN) ~ ~
BEN 2 -0 (MIN) 3 -t D
6"BLIND--~ FLANGE TY TRASH BASK ' TYPICAL ~ ET w
V~ VALVE BOX 00 ~
6 MIL THICK POL 12" - NCDOT #57 STONE FIN. GRADE 00 2" HOLES ON 3' CENTE ~ 0 0
YTHYLENE ~ VAPOR BARRIER ` 0
~ 00 00 ~g SPECIFICATIONS
O O o TH[ B1A SERIES TRASH BASKET SYSTEM A S MANUFACTURED BY HALLIDAY
B" 57 6" SCH 40 THREADED ST E 12" 57 00 ~ SCREEN STYLE BAF ORLANDO, FLORIDA SHALL BE OF THE PERFORATED o SKET, HANNG 2 HOLES ON J CENTERS. THE BASKET
GALVANIZED STEEL RISER PIPE TRL E 12" PVC O Z" SCH BD TH ~ ~ a SHALL BE OF ,OBO' ALUMINUM PoTH ALUMINUM TRACKIN R READED g1~ ~ G ANGLES AS PART OF THE BASKET FRAME. THE CUIDE RAILS SHAIi BE EXTRUDED ALUMINUM o TRUSS PIPE GALVANIZED STEEL FORCE 8" CHANNELS SIZED TO FACILITATE EASY OPERATION OF THE BASKET, AN Z
MAIN W/ THRUST BLOCK ALUMINUM BASKET STOP SHALL BE SUPPLIED.
rn SIDE ~ m a
6°-90' BEND p a ~
_ ~ W THRUST BLOCK SCALE; 1 2 - - ~ a: ~ « NOTES: ~ ~ ~ o o 'E ~ .E
/ 1 0 6"X 2" N o o a K N ~ 0 „ 2' SCH 40 GALVANIZED ~ • MODEL 84A STAI 2 NLESS STEEL BASKET AVAILABLE d a r e a
6" GALVANIZED REDUCING STEEL RISER PIPE STOP • WALL STAND-OFF AVAILABLE (SPECIFY c~ _ ~ a P )UCING 000000 • OTHER SIZES AVAILABLE ) ~ a ~ a a
STEEL RISER PIPE ELBOW ~ z a IOW 2 THREADED GATE VALVE • STAINLESS STEEL PIPE RAIL SYSTEM AVAILABLE -
18" 3 ~ n ~ z G
ASSEMBLED SECTION zz s/e• REQUIRED INFORMATION ~ ; a
FLAT WALL • BASIN DIAMETER o b o S GUIDERAIL • DEPTH OF INVERT ~
DUPLEX NEMA 3R CONTROL PANEL • LENGTH OF STANDOFF (IF REQUIRED)
WITH AUDIBLE/VISUAL ALARM Q Z
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Q
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U - ANasTCa e/se/se I
12" THK. CONCRE NOT TO SCAL TE SLAB E T TO SCALE © LL ~ PAGE 27 f'~
WIDTH AND LENGTH AS REQUIRED STAINLESS STEEL
2" THREADED GATE VALVE Z ADJUSTABLE ~ HAWDAY PRODUCTg Z
` `F WITH HAND WHEEL OPERATOR PORTABLE HOIST
< (TYP) LIMITS OF GROUT AS ` PER SERIES DB
PUMP MANU ~ ` FACTURER S , Z (STAINLESS STEEL ADd PORTABLE HgSn VARIES (24" - 36")
RECOMMEND << ~ » ATIONS 2 X 2 THREADED J Z STANDARD FEATURES ~
` SCH 80 PVC TEE • STAINLESS STEEL CONSTRUCTION ~ S.STL. CHAIN Z ~
< < 4.5" ASHCROFT GAUGE INSIDE • ADJUSTABLE REACH CABLE • 30 FEET OF STAINLESS STEEL CABLE
STANDARD VALVE BOX FRAM E 1/4" S.STL. AND SAFETY HOOK Q
. AND COVER SEAL W/ CORE, BOOT, AND NON-SHRINK ` ° • DUTTON-LAINSON HAND WINCH J J _J LL
GROUT SMOOTH 0 2" THREADED N INTERIOR (TYP) 5 0 a GATE VALVE AND Y D-L WINCH ~ 3 ~ ASSEMBLY
' - MIN. VALVE BOX • SAFETY ~ u'
2 SCH 80 PVC FORCE MAIN 4 O 0 O AIN HOOK Q OPTIONS: Z
0 0 8-INCH GRAVITY SEW o o ~ f' ER • ELECTRIC WINCH
o o,o o • ADDITIONAL CABLE AVAI STATIC LABLE Q
' 0 2" SCH 80 RESTRAIN ALL JOINTS AND FITT INGS ~ LOOP (SPECIFY LENGTH) ~ • EMBED, WALL MOUNTED OR
- - PVC ~ WITHIN 50 L.F. OF GA Q PIPE TE VALVE FLOOR MOUNTED SOCKET
< < E3 K, STAINLESS • OTHER REACHES AVAILABLE ON REQUEST STEEL TUBE CONSULT FACTORY J
C~ I~ DAVIT 24" = 49" 38" = 34" " Q
8"X8" D.I. TEE GALVANIZED STEEL LIFTING - 10
HEIGHT 3/8" WALL PLATE ^ Q LL
' • „ ~ 0 0 0 ,D"
2 SCH 80 PVC ALUMINUM TRASH BASKET 5~ < EMERGENCY STAINLESS FIELD II ~ STEEL TUBE INSTALLED -I 8" - J~ • • ~ W
SEE DETAIL SAME SH ~ - THREADED 90° PUMP EET BEND TYP ~--PIPE BOLLARD TYP} MAST ~ I Z ANCHOR
( ) CONNECTI ~ S ON EE DETAIL AB VE < ~ 6• ' d. e" ~
< -f- 8" 3/8" BASE ___1_ I ~ ~ PLATE Designed: Date:
SEE EMERGENCY PUMP
NnT~• AI 11111 AIllu i ennrn n» Tiinr~nrn ~ 00 WEEP HOLE CBN Ot/27J03
")IHINLtbJ bILLL WALL MOUNTED FLOOR MOUNTED Checked: Scale: Li EMBED SOCKET STAINLESS STEEL STAINLESS STEEL
CONTRACTOR uiviiivu v uHUUtrc- RtHutU ~WINU UHECK UUNNECI IUN DETAIL TO INSTALL 8"X8" DUCTILE IRON TEE SEE DETAIL SAME SHEET V nALVE WITH LIMIT SWITCH TYP ON THE GRAVITY INVERT TO MINUMIZE SPLASHING
INTO WET WELL. TEE TO BE USED IN PLACE OF BEND PIAN "X 60" OVERALL SOCKET SOCKET CJB 1/2'=1'-0' HEIGHT File Mgr./Drawn: CADD File name:
FOR MAINTENANCE REASONS.
MODEL MAST L-OA G8W/CBN C-13.dwg NOTE: D UNIT NO. DIA. (MAX.) WEIGHT Project Number: Dwg. File No.:
SCALE: 1/291 = 11-0" (D MOUNTING HOLES ARE 3/4"0 D1B36B 2 3 8" 300 LBS. 73 LBS. 1980343-00201 14124 W
D2B36B 3 1/2" 1000 LBS. 96 LBS. Drawing Number
C-13
13 OF 17

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Designed: Date:
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r~i ir~rii r n n n iri
L5unL5Lt I-'HIVtL GSW DETAILS-C9
Project Number: Dwg. File No.:
FISH TAIL ACCESS 1980343-002.01 14125W
Drawing Number
C.1 2 12 OF 17

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~ No, 028501 a
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2 STRIPES OF RED E
REFLECTIVE TAPE 0 U
O~ ~ ~ ~ ~
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0 ~ NNOV C ~ >r~ai o
I 6" DIAMETI=R SCHEDULE 40 O p,NN ~ ~ V
STEEL PIPE FILLED 1 1/2' CLEARANCE .t- oo,'onn E ~o m~n~-
W11H CONCRETE E~~ N" x ~
io 9" dfnc3F-liW
I GRAVEL
• • 2°I-1 SURFACE COURSE
• TACK COAT
3° J-1 INTERMEDIATE COURSE • ~ ~
• j..
7"-D" DIAMETER • ' ' ,'i ~ , j B TYPE ABC STONE ~ • ~ ' y . 0 y ~ " • ' ~ • ~ ! GEOTEXTILE FABRIC.• SHALL BE ~
• CONC. FOOTING 180' HINGE- ~ • C • ' i~ ~ NON-WOKEN NEEDLEPUNCHED
6 4000 PSI MIN. (TYPICAL) POLYPROPYLENE FABRIC MANU- •
FACTURED FOR RQAOWAY CONST. USE MIN. WEIGHT SHALL BE B OZ./SY.' ~
NOTE.•
SANDBLAST PIPE, PRIME AND PAINT WITH MINIMUM TWO COATS OF 'SAFETY YELLOW" COMPACTED SUBGRADE ~
OR HIGHWAY YELLOW" PAINT a'
PAVEMENT SECTION NO. 2 s:
NOT TO SCALE OT AL N TO SC E c
'rn v
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2' l-1 SURFACE COURSE
NOTE; PAINT IM1N A MINIMUM TWO COATS OF SAFETY YELLOW
OR "HIGHWAY YELLOW" PAINT 'r Y " y', ,.S ' ~ , 8 AGGRE(~41E SUB-BASE
~ • ~ , ~ ~ ' TYPE ABC SIONf R\
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POLYPROPYLENE FABRIC MANU- m
J0.0' FACTURED FOR ROADWAY CONSL USE, min. WEIGHT SHALL BE 8 OZ/SY `
GALVANIZED POST C P ALVANIZED POST CAP COMPACTED SUBCRADE
STEEL CHAIN AND LOCK Z~ PAVEMENT SECTION No. 1
NOT TO SCALE o E - E
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50" TQ° OF POLE 3" O.D. GALVANIZED
~q. SS4O GATT= POST w
1
2" O.D. GALVANIZED TUBULAR BARRIER GATE
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SIGN TO READ "RESERVED PARKING ADJUSTING INE ~ W W/lDEN71FlCATION SYMBOL, BOLT REQUIRED HEIGHT rr~~ ~ ~
VI TO STEEL IUBE W/ (,~/8 )l0,mm CADMIUM TO ACCOMODATE - Z
PLA ZED BOL 75 NUTS & WASHERS THE ADDlT10NAL J W J LINES.
°VAN ACCESSIBLE" Z lR D SIGN AS REQU E J Z
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PAINT POST BASE YELLOW E ~N p ~ W lL ~
CONC WHEEL STOP (IF REQD.J o 0
GROUND 0
P/L OR FACE OF CURB 1,83 m (6) LONG PRECAST CONC.
WHEELSTOP W/2 ~4 BARS BREAKWAY CHANNEL BAR POSTS ~ 762mm (2 -6) CONT• 1.75 m 5'-9" LONG ~ ~"~i
MIN. 10 P OR ( ) ALL BOLTS, NUTS AND WASHERS ~ ~ ~ ~ SHALL BE GALVANIZED, 5/16" OR 3/8"
FACE OF CURB rn Q F PARKING 5URFACE AS SPEC1f7E0 ~
20,imm ry~ J04.8mm ~ h p 12ID CONCRETE BASE
(8) (1) Q.' 2-j'4 BARS IHRU WHEEL- W
STOP PVMT. MlN 457mm (18~ Z
~ LONG. ON CONC. PVMT. NOTE.• USE EPOXY BONDING -
AGENT 1. HANDICAPPED PARKING SIGN SHALL CONFORM W11F1
CURRENT STATE AND LOCAL CODES AND RECULA710N.~
BASE AS SPECIFIED 2. IHE DETAILED SIGN SHALL BE 7HE MINIMUM PROVlDEO. Designed: Date: lF A SIZE SIGNACE PACKAGE lS REQUIRED THEN THIS ITEM CJB 01/27103
SHALL MATCH PACKAGE DESIGN REQUIREMENTS
TE WHEELSTOP Checked; Scale: CONCRE HANDICAP SIGN DEfAiI. cJB NTs
NOT TO SCALE N7S
file Mqr./Drawn: CADD F11e name:
GSW DETAILS-C11
Project Number: Dwg. File No.: 1980343.002.01 14126W
Drawing Number
110E 17
I

pYTH of
SOIL STABILIZATION MALTING SHALL BE L t,~
USED IN CONJUNCTION WITH RIPRAP AroULLErENO oFPIPE. FILL SLOPE SECTION` ~ ~
~ ~ ~ ~IARLES J. BODNAR z
y ~ ` U 1a ENOWALL No. 028501
~ I SOIL STABILIZATION MALS SHOULD ` ~ ~ ~661VJ,~,~111 Q ~ ~ BE INSTALLED I/ERTICALLY 5' NOTE• SCOPE SURFACE ~
1 1 1 ~ / DIY DOWNSLOPE FOR BEST RESULTS. Q SHALL BE SMOOTH o~,
Q AND FREE OF 1 \ Q ROCKS, LUMPS OF FSS ~~G lONAI.
~ DIRT, GRASS AND -
~ Q STICKS MAT SHALL ~ 5' BE PLACED FLAT
Q ON SURFACE FOR CROSS SECTION TOE OF FILL CULVERT
~ PROPER SOIL ~~IIN CONTACT. E
% Q , 3 p JUTE, OR EXCELSIOR ~
\ - ENTRENCH EDGES Q 4'~ ~ ~ 2 ~ OR EQUIVALENT ~ o
OF MA7FRIAL 6" ~i,~ ~ 0 Q o.s,Q STAPLED IN PLACE VARIABLE (MIN. T) ~
~ ~ ~ N[~VOV BURIED 6" MIN. 6° MIN. ~ > rry ~ o
Q 1' _ ~ 'NN~
_ , BURIED 6" MIN. o o ~ n ~ E
Q E~C-
CHECK SLOTS TO BE DIRT SHALL BE _ CONSTRUCTED AS PER 5' ~ TAMPERED PRIOR
MANFACIURERS RECOMMENQATIONS TO LAYING TOP ~,_2~ LAP OVER
LEVEL LIP OF SPREADER 2:1 OR TOE OF FILL FLATTER
0 0 MIN, 6,
BERM TOE
MAINTAIN SLOPE ANGLE TRENCH INTO BERM AND SILT FENCE -i o o ~ y
TRANSVERSE PROGRESS DOWNSLOPE CLOSED CHECK SLOT DISTANCE IS 6' MINIMUM if FLOW ~ IS TOWARD EM[34NKMENT ~
FLOW LEVEL SPREADER WITH VEGETATED LIP
FLOW ~
~ TOP OF •
-8 UPSTREAM AND CUT SLOPE SLOPE LINING SLOPE LINING ~ ~
,'-2• f E A M - DOWNSTR OPTIONAL STONE COMBINATION
FLO ~ WET SLOPE _ = DRY SLOPE , a~
TERMINAL 6°- CROSS SECTION ~ .
TREATMENT - 2 a'
~ 304. Nmm 457.2mm
POLYPROPELYENE 2' NON-WOVEN (1I>> (1.51 VDOT #3, X357, #5, #56 OR ~ 57 COARSE AGGREGATE IN VARIABLE MIN. T -
NEEDLE PUNCHED rN TREATMENT - 2 ~ ~ ) C~0 UI1(.E # ( ) GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER ~ o.
GEOTEXTILE FILTER FILTER VE SO uIF~ER~ CLOTH (BEHIND A~ ER ~AQ
1RETMENT - 2) F WAT ~ 0 ~ *FlLTER CLOTH 6X6 TREATED TIMBER
~ 6" MIN. ~ ~ h 762mm SECURE WIRE TO GROUND ~
TRANSVERSE ~ SOIL lE ttOTTOM OF FILL SLOPE FLOW OPEN CHECK SLOT E FLOW WITH WIRE STAPLES #5 REBAR TO ~ (2.5 J
r SECURE TIMBER
I~OTTOM OF CUT SLOPE BOTTOM OF CUT SLOPE 4' OR SHOULDER ' 3' m 7 MIN,
BREAK POINT UNDISTURBED 2:1 OR
*2 - COARSE AGG IN TLORSESHOE` WHE 3" COARSE AGGREGATE TO REPLACE SlL / FENCE CLASS I RlPR4P SOIL FLATTER HORSESHOE` WHEN HIGH VELOCITY OF FLOW
TYPICAL TREATMENT-,2 TYPICAL TREATMENT - 2 /s EXPECTZ-D 'PELTED MIN. 6
G INSTALLATION SLOPE INSTALLATION MATTIN
S E CULVERT INLET PROTECTION SPREADER WITH RIGID LIP Z SILT FENC LEVEL
NOT TO SCALE o E - E
* MIN, PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD, & SPEC. 3.19, RIPRAP cn ~
w
- T2 SOIL STABILIZATION MATTING TREATMEN BM
NOT r0 SCALE
0 0
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SHILLgI AAiL'iI~CYP SLOT Z as as a
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APPROX/MJTELY 200 STAPLES REQUIRED ~ Y~7 m ~ J F- y m m a o «
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,wr aE AAgED Ati~SS fy, ~ ~ m m o a t' n` r~i g
1. SET THE STAKES 2. EXCAVATE A 4"X4" TRENCH UPSLOPE z - ~ a z a
a'~ s~ ~r ~r I I~ ALONG THE LINE OF THE STAKES - m 3 g Q N 2 0
SLR I I I I III I I I / O N d' ry 3 f ` / ~ O
ro aE s~uacrAevnm (1800 mmJ ~
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NIEIFE AE1P~,tS A 6~'RU AT Af 1fAP A~ )r~ SLQ~ 1DBWIL AatD SpRED L+IP dglVl I I ~ ~ / ~ /
d1I~YC fiE YI)EiP1IL OIE~P 1rE ~AMI ARD AMCyA~P /T LQI L#~E " rg1Vl' I LDiNi17 AE LPL I I I III I / / i Q
LAP ~qNT ? M1t (d/lE 1~1 QItr1 I I I ~ / z _
AMIP f~NICY I FLOW J 0
AhCnCi~4 SLOT - I I J' MIdL ~l r QIP fIA11aP 100mm ~
S~ J' IiIJL S1~iP THIN ~'r I I I S~~ -7- 50' MIN. " Q 3' EXISTING ~4~ U
2 I (6' MIN.J rA Z PAVEMENT V J = EX/ST. GROUN ~ ~I
I I t• ro r4• ~ A s W W ~
QN~ SLL~ API~Lr I I I I I I I STAPLE FlL 1ER MA 1ERlAL TD STAKES 4. BACKFILL AND COMPACT THE ~ O
A4G1EC1A~E A71~V1" rlIAILlEY I I I I I I ro ~ ara~naN a~ ftow I AND EXTEND LT INTO THE TRENCH. EXCAVATED SOIL. ~ Z
Aqn AhC~KSP SQL 1: I I I I FILTER CLOTH MOUNTABLE fJ W J A ~ BERM Z
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err ~
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r~wnres n~ ~auAriatic rosy ~ an • ~ ~ . }'V m 10' MIN. ~ V * EXISTING FLOW
GIV~P ~ AAD s~owcE AT rs NV/ERIMLS W. EXISTING 12 MIN PAVEMENT L r
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. , , B' S~IPYE 1/1t LEACII~I RrP OAEIP SLIL. • CtiM~1f~IlAAN'~AINrE18 ~ W 0
10' MLN. SHEET FLOW INSTALLATION PERSPECTIVE NEWJ
ply fLOM' r1aVClAaY SPOT rD~Wli fLaLD MUST EXTEND FULL WIDTH ( 900 mm ~
Aar pronn~nrE c~r~awG 2„ ~arcr ~v ana~x ~ ~cr OF INGRESS AND EGRESS PLAN VIEW ~0W (3' MAX) Q t1PERATION ~ O
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rf.'MINN? /Mk7MIL N AiE L~H/ER L#F 12' MIN. 3" 9 W
1tiE Q9pW E AT ALL PEE Z
2" EXISTING GROUND
Designed: Date:
FILTER CLOTH 3" CJB 01!27103
,SECn~ A-A POINTS A SHOULD BE HIGHER THAN POINT B Checked; Scale:
NT - 1 TREATMENT - 1 TREATME DRAINAGE INSTALLAAON (FRONT ELEVA]]ON) CJB NTS
INSTALLATION CRITERIA File Mgr./Drawn: CADD File name:
TYPICAL ORIENTATION OF
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION OF A FILTER BARRIER GSW DETAILS-E&S CE SF Project Number: Dwg. File No.:
NOT TO SCALE (W/OUT WIRE SUPPORT 1980343-002.01 14127W
Nor TO SCALE Drawing Number C- 10
BEM SOIL STABILIZATION MATTING -TREATMENT 1 NOT TO SG4LE
100F17

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File Mgr./Drawn: CADD File name:
17+00 18+00 GSW Sheet C9..dwg
Project Number: Dwg. File No.:
1980343-00201 14128W
WATER LINE PR<DF--lL-EE Drawing Number
SCALE 1" = 30' (HORIZONTAL)
1" = 3' (VERTICAL) C-9 9 OF 17

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1~ = 3' VERTICAL 1„ = 3' VERTICAL Q 0
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Designed: Date:
c,Ja ~lv/aa
Checked: Scale:
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File Mgr./Drawn: CADD File name:
GSW Sheet C-8.dwg
Project Number: Dwg. File No.:
1980343-00201 14129W
Drawing Number
C-8
8C 17

C~
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0 0 F v No, 028501
Q l ~ ~ ~ _ _
GH POINT-ELEV = 76.2 5 LOW POINT E EV ....75.759 _ cn ~0 ~ _ _ _ _ ~ G,a
_ _ _Hl H POINT 5TA = 12+7848 _ LOW POINT TA _ 14+47 COW POINT EV - 74:190 _ _ PVI STA - 12+25__ _ . _ w SS~ONAL E~
85 LOW POINT S A - 10+68.01 PVl STA - 14f50 85
- _ ~ PVI ELEV = 75500 PVl STA = 10+50 _ ' PVl ELEV = _.73.730............ _ _ A. D. _ _-2,159 _ A. D. _ 1.036.... Q Z
J
K = 92.620 K = 93133 A.D. 6.377 _ _ _ _ _ O Q E
K= 11.761 U o
_ _2011.OOQ' VC _ _ _ _ _ _ _ _ 200:0 0' VC _ v rn I ~ ~ ~ ~
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1~ = 3' VERTIC=AL
-NIGH-POINT EV = 79.152 _ _ _ _ _ 0
~ _ H1CH POINT S A - 21+44;81 o
_ i PVL STA = 22f 00 _ _ _ I _ _ 0
PVI ELEV = 79:500 _ _ Z _
A.D. _ -4.079 - _
K = 6.776 ~ u m v ~ -
I _ a o! ~ 4 7 ~ E
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L W PO/NT ELEV = 70.5 4 ~ ° ~ ° _ _ _ _ } I
L W PO/NT STA = 25+04.08 I PVL STA = 24+75 ~ Q
~ mm _ _ _ _ _ _ _ i Z PVl ELEV = b'9.750 -
I N~ J A.D. =....5..1.10 0
80 _ _ , _ _ _ 8~ - ~ - ~
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ly) Q) IN I K, qo w(~5 AJ~ File Mgr./Drawn: CADD File name:
QN) 1601 N1~ GSW Sheet C-7.dw 9
1980343-00201 14130W
E=-N-FRA~,NC~F-= R<DoAE:> PR4 P R C> F~- I 1E Project Number: Dwg. File No.:
Drawing Number
SCALE: 1" = 30' HORIZONTAL 'AL
1" = 3' VERTICAL C-7
7 OF 17

c~
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PROt/IDt SAXAPHONE CONNECTION ~ ~ ~
s' ABOUT- IN</ERT of MANHOLE z ~ CHARLES J. BODNAR ~ 0 o H
~ No. D28501 ~ Q
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cn D,~ " 5~3 ,40, ~ F G~
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W CONTRACTOR TO DIRECTIONAL o " DRILL .3" FORCEMAIN UNDER ROAD ~
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81.5 / -APPROXIMATE LOCATION- _ -
LCONTRACTOR TO VERIFY HORIZONTAL r. 2-.3° 45' BENDS
r AND l/ERTICAL LOCCTION BEFORE ~ ~
BEGINING CONSTRUCTION ' ~ i~ ~,W f 'r. ~
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~R~INE T „ WA ,F ~ ~ H
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/ ,50 ~
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j~ PROPOSED 1 1/2 \ ~ WATER METER 0
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I- ~ Designed: Date:
CJB 1/27(03 1
Checked: Scale; - 1
CJB 1"-30'
' File Mgr./Drawn: CADD File name:
1 - GSW Sheet C-6.dwg
Project Number: Dw . File No.:
50 Dwg. File No.: 11 1960343-00201 14131W
LINE - SHEET C-4 Drawing Number MATCH
C-6 6 OF 17
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16 L.F. -12 ° RCP ®1.00% 71.57 ~ C
LS ~ / 0
INV. 7214 -
72 - C C
~ 72 DD a
~ 3 1 74 ,
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115 L.F. GRAS:~r SWALE ®0.5% ' 73 PA 1N 73
120 L.F. GRASS SWALE ®1.0% ~ o~ 7 - . , u~
7.3 50 ' ' 74.25 PROPOSED LIGHT INV. =72.30 - : LIGHT
~ 74 4 -TYPE_C ' b c 74 } , $
(TYI'ICAC~ . .
. , 74.3 74.:3 74.3 74.3 : ' 74.3 74.3
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EXISTING TREE LINE
m
_ ;
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75
DD Z~
75 0 o E E N O
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0
0 W
0
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75.5 75.5 75.5 75.5 75.5 75.5
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PROPOSED MUL Tl-USE FIELDS
~ ; 3 ° _ d ~ V J
Q d' ~ _ > r m ~ o o E~ ~E v
u ~ ~ ~ a 0
~ Q ~ ~ a v m ~ d ~ N M
~ U d Z - ¢ ~
3"d Z~ 75
~ N 3 N ~ ~ ~
Q _Z
J
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PROPOSED STREET LIGHT v D Q
~ -TYPE A-
TYP/CAL CHILD PLAYGROUND PLAYGROUND ORDER ( ~ „ I F- ~ j5
PROPOSED HANDICAP SIGN 6 CAP EQUIPMENT 4 ~ ~ (REFER TO DETAIL / 6" GATE SAL ~E - ~
74.3 74.3 ~ 74.3 CHILD PL YGROUND 74.3 Ir-8 x6 REOUCER EQU/PM NT 5 Z o 74.3 74,..3 Z
/ 8x8" TEE
' TC=7.90 8'X2" REDUCER Ill r ,
TC=7390 - - ~
I II 2" GATE SAL ~E J ~ 74 ll I J Z - 13 ~ - 0
75 ~ - - -ter , - -T _
' _ ~ ~ I 5' BITUMINOUS I ~ I , T 73 54 14~SPA ~ @ =1 , ~ I ~ CONCRETE PA H ITUMINOUS U1 ~ BETE PA H
' EP=7 .60 PARK BENCH - ~ llll _I a ' Q ; ~ ~ -
' (TYPICAL - EP= 73.2 I ~ ~ ~ I ~ (J l ~2 ^ ~ ~
EP=73.64 , 6' ~ 3 /
.:533"32 "1 " 108 00' _ TC~ 7.44 I ~ R I - - I ~ ~
- Tj BUl G ~ 27 00 ~6~.p 2" DD ~ o ~
~ ~ - 73 T = 35 TC-72.88 o. yy- F . =7,~ o TC- 3 43 p - z
d. ~ ~i 3 0
II - S ACES ~ 9 = 1 9.5 ~ ~ ~ ~ e , ~ ~ 56' 7 5 "W 72 ~
o T YP A 1 ' 2 . DO ? TC-T2 82 ~ „ 73
- - 15 LF.-6 P C N 0 TC 7 : 6 SAN CLEAN-OUT h ~ 4 72 P Al I @ .83% J
~ ~ ~ ~ TC 71::76 INV,=68.95 ' h ~ SP ~ '=8 ' N ~ ~ o
~ ~ ~ I i ~ o P~ 5 y
W 6 50 TC=72.09 0~ ~'si, ~ DD PROPOSED LIMITS 0 EARII~ q o TC=72 B ~ ,'~fi>~ Q TS 0 EARlNG O
LC D:
o = -*-N3332'10"W, 10800' 6'X6" WYE W
~ C=71.1,5 INV.=68,23 TM~ T£~79~ z~7 " Z
Pr 26129.43 s~' . 87 L.F. -6 PVC SAN ~ 4, 83% " ~
~ F o. 11 S 9 99 ~1 1 PROP. SAN. MH #4 / Designed: Date:
5 R/M=69.50 ~ INV. IN=64.03 CJB 1/2703
EP= 1.76 ©Q a o _ ~ =3550'18" 8" PVC WATER L/NE ~ ~ INV. OUT=62.08
-W - - - - - - - - ~ R=200.00' - - ~ , _ EP=71.31 ~0 ` ' , Checked; Scale;
i m' 96100 / ~ C,JB 1"-30'
T=64.67'-t1 4~ titNUS %Jjj
^ C=123.07 -8 4 ' Bb`NOS File Mgr./Drawn: CADD File name:
CB=N38:3241 E 4 MATCHLINE - SHEET C_4 GSW Sheet C-5.dwg
MATCHLINE - SHEET `i- Project Number: Dwg. File No.:
1980343-00201 14132W
Drawing Number
c-5
5 OF 17

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0 X05 MATCHLINE -SHEET C-6 ~ ` ~ O o NrnoE 0 , L ITS, OF .WETLANDS Z~ N o v
_ 8" PLUG W/~ PROP. SAN. MH ~3 5 , v ally
' 2"BOA. ~ RIM=75.00 i N. MH g3 1~ ' 1 > >~N~ A if i ~ 0 ' N N E
\ , \ 1 INV. 1N=56.39 OO . ~ ~.k-'' ~ v PROP. END WALL na o ° ~ E =56.39 ~ -6.672 k} E~~
`8 GATE UAL l/E 78.00 \ ~ 1NV. OUT=56.29 'T=56.29 ~ ,i INV. ~y~ ~ ~ ~ o.,.,,o Z , / Q N•---X
H.P. 36 L.F. -29'"x45'" ELLI T/CAL ~ / / fn
' -8'x8" TEE V CP ® 9.009' ~ i
9$ 8 ~ - ~ ~ . + ~ N
78 i, , \ /
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fC=79.50 HYDRANT ASSY. 0 ~ ~ o
PROPOSED SPEED BUMP EP=78.37 ~l Q ~2 ~ ~ N ~ ~2 2a / - 0 5 / Ph~OP. E WALL ~
' TYPICAL PT=20+9J 34 P= 7H 84 PC=22 ( J ' _ ~ CURB ~ _ OP ' PC=22t .02 ~ 7 / IN4!=66. ~ ~ / ~ ~
~3 1 ~ -
Q 76 75 /
1 1 6g o ~ • ~
~ - 0 ~B 7B EP=78.66 T, C-7961 D~ TC=7913 ~ ~ ~ / ~ p N 1` ~
_ 50 ~y o i 5 1 i 8 ~
" i xv - J 0 o ~ , i 6 c ~ _i/ ~ PT-24151.52 a
N - 112.34 EO T - EP= 7.46
N 196.68' ~ b 80. DO - 16 LF-12" ~ N o q ~ ~ 4 =403502" q _ to R=228.00'
r H P RCP ~ 320' ~ EP= 7, 46 ~ ~ ~ i ~ h ~1 o L=961.50 ~
~ 6 1B - =78.37 ~ 1~ ~ T=84,30' ~
~ EP-78.6 EP ~ 0 77.25 72 ~ C=158.94' ~ ~ CB=N4055 03 E
o ~ EP=78..1!j TC=7904 ~ a 0=833849 f _
R=1 D0.00 77 00 1 ~ INV.=75.45 p :PROPOSED `ATE l . G ~ c 74 N 00 ('REFER TO DE~rAIL) ~
rn L-133.37 !'=78.43 77 76 75 V J - T= 89.48' , 6 75 1 ~ EW INV. 1N=63.74
~ f - C=133.37 ~ INV. - 74.94 Pf 94 ` r PROPOSED STREET L lGI l ~ ° ;REPLACE EXIT. 24 CMP WITH
PC=19+47.35 _ ~ EP=78.32 \ ~--8" GATE l/AL I/E ~ CB-N192310'E ~ 18 \ l/AL I/E -TYPE A- < WITH 24'L.)~ - 9"x45"
~ \ ~ EP- 7B 28 \ 8'"x8" TEE r TYPICAL o `ELLIPTICAL RC~. 0.50q 6~ ' :E ( ) Z r
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19 Z s e o ~ Z Rl ~ 8 m ~ ~
a~ J ~ < D d0 ~ . ~ ~ P P
EP=77.98 ~,P~78.2 - ' t p0 567;3 ~ EP-78.28 P 5 , , 50 6 . ,
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e- , r~~ o ~ 00 2
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TYPE Al TC=78.97 PROPOSED 2"- - -?1 ' ~4' ~a NEW INV. 1N=63.62 Z c o E
EP=7 , 6 _ WATERLINE ~ ~ TC=78 5 ~ _ E ~ o
f 1~ ~p0 TC 78 PROPOSED PICNIC FACIUTf ~ ~ U l -
~ ~2 GA TE 7AL 2 GA TE SAL l/E >
7 , _ , q (REFER TO ARCH. DRA WING , ~ / W ~ I ~ TC=79.00 SAN CLI SAN CLEAN-OUT '
~ ~ r ~ ~ ~ ~ = 75. ~ HP / INV. f ; ' ~ ~ ~ =75.20 ' ~ INV. C 0. 1 ~0 4.00% 1 '
' 9+00 P~~ ~ I.
~ ~ ~ r~ q ~ ~ ' 6 ~ ~ g L F ,6 SAN L.F. C. O. 123
~ r ~ ` 123 f 3; ~ 1" ~ ® ~s ~ F.F.=79.20 o tv ~ o
~ ~ ~ ~ Q ~ ~ PROP. HANDICAP SIGN ~ ~ i ° r i
~ 0 W ~ . (REFER TO DETAIL) \ ~ i i o
r~ 30 V' ~ ~ r Q i ° ~ O~ i z ~ a
~ ~ ~ - ~ ~ ~ ~ PRO 4 ~ o ~ , PROP. SAN. MH #2
re r R ~ ~j ~ RIM= DROP CONN. REQ D D ; a ~ ) Z ~ ~ ° RIM=74, 75 D ~ i v c m a o
INV. 9N= 54.87 1 ~ Z j 0 5 ~ ` v~ 4 'E v < i CONTROL PANEL ~ ~ o Q o v a
~ ~ h G INV. ^ Q ~ INV. PT-18+08.09 r "i G ~ ~ ° INV. INV. 1N=61.08#4) n i ~ ~ a ~ N cn ~ o
f ~ SR ~ ~ INV. 9N=70.28/6" ® PROPOSED ''PUMP STATicJ,N ~~j/~~ o o < a ~ v a ~ I I Z
\ YP 0 INV. h _ ~ TYPE B ~ _ INV. OUT=54.77 o j~SEE PUMP STATION SHEETS) c v a ~ I -
~ i3 a ~ Z
~ ~ ~ 1 1~ ~ 8 00 ~ ~ ~ o - Tc=78.14 a a i PROP. SAN, MN #1 , L ~ ~ °
~ ~ tr ~ ~ a f V 0 'e RIM=73.75 r
~ ^ r N Vt ~ TC=7810 V. 1N=54.26 ~ ~ IN o ~ W
r+ ~ Z ~ INV. DUT=54.16 ~ Q W ?
V r ~ ~O g ~ J
~ rf 1 POC=17+40.04 Q ~ ~ ~ 0 L.F.-8" SAN PVC `F ~ ~ IMTH PLUG ~ ' ~ ~
0.509 ~ Q .
~ 1 ~ • ~a ~ ~ ~ ~ ~ ~ c~ V PARK BENC SF ~ ' ~~T
25 0 . ~ f ~ ~ ~ i J~s I (TYPICAL) F F-
~ W
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rip ~ 6'~ fl ~ ~ r
0 ~ TC 77,10 ~ TC=77.30 ~ J PLAYG OUND
C~ TC 76.98 BORDER
't ~ TC= 7 .08 ~ - PROPOSED + J z o ~ - 0
E'°= /6.4 TC= 7 00 PLAYGROUND o S C YPE A1, vD ~ ~ q ~ N
0 0P --~06' X ~o n~s~~_ rc~ ~1
~ 75.67 //tiC UD Cf'EP ® IDp'©~_ _ ~ p Q ~ - ~ ~ J
~ H.P S F ~S r, oo~. 6 - R- CHILD PC A YGROUND , J EQUIPMENT 3 , ~ -
16 TC-.77 00 L~2 y' , ~ 3
- 76 76 ~ 255933 ~ SF X lL
R=100.00' ~ PROP. F. E. S 16 k ~ CHILD PLAYGROUND I X 0 EQUIPMENT 2
L=4537' INV.=74.27 T=23.08' ~ Z 3
E0=76.47 CHILD I C= 44.98 0 UI CHILD PLAYGROUND ~
~ CB=N80:3332 E ~ h EQ E UIPMENT 1 ~ ~ Q ~ E-

r 75 75 i
W 6 ~ ~ SF i 0 ~i
W 75 Q i i
i i ' ~ i
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uJ 3 ; I Z ' , ,
~ PROPOSED D.l. ,
M TOP=74.00 Designed: Date:
~I I - W INV.-71.50 CJB 127/03
Z
67 L.F.-1B° CPEP ~ 0.600 J r Checked: Scale: CJB 1 ~30

v 73 ` 7 72 5 File Mgr./Drawn: CADD File name: -
GSW Sheet C-4.dwg
Project Number: Dwg. File No.:
X75 SF lMITS OF WETLANDS 1980343-00201 14133W 70 L
PROP. F.E.S Drawing Number
INV =71.10 _
C-4
4 OF 17
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77
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~ =19 08'06 ~=1908'06" C~P 16 ~ ;
R= 740.00' =740.00' PROP. F.ES. ~ .m v ~ J -
L=24714' lNV=73.72 ~ 76 ~m'nm yry =24714 < ~ - ~ _
-p T=124.73' =124.73 ~ o o E~ Ev In ~ w a ~ ~ N 7j O
~ Z ~ C=245.99' =245.99, 75 . f! B=N49 44, 5 ~ r c a a v a 35 E 1 6 ~ a~ N
N ~ CB=N49 44 35 E ~ J EP=75.74
0~ ~ Z ~ ' MATCH EXIST. Ui ~ ? _ 6 ~ ~ _ c~ o < d Z ~
c9 N ~ PROP, F. E. S
~ J INV.=72.34 6~ -P ~l ? O 'y O Tr
p EP=75.40 - - ~=163659" U' ~ R=500.00' PT=12+62.27 74.93 ° 75
G l ° ~ _w 75 Q 74 ~ =81443.3" Z
p c9 Z EP= 75.00 L =145.00' 7fi ~ T=73.01 0 0 5 „ R=150.00' J 7 74 44 L.F.-12 CPEP ®1.00
4 C=144.50' p w / s L=214.02' O
CB=N4829 02'E i!" ~P T=129.81 " ~ Q
I 7 75 ..~.5 y5 s PROP. F.E.S. V C=196.32' U SF 75 - CB=N1826'12'E
74 -1 INV. = 73.28 ' I LL ~ f
/ u, PC=13+46.93 ~
~ EP=74.9 76 0 0 ~ ~ Q Z 0 Z
- 11 27 _ ~ t~ 74.93
p J O q O HP i--- W 114 L.F ~24 RCP 4.009' SF

r EP 7 : i EP=74.09 PROPOSED S EET LIGHT z J - o
~ ~ rcac)
- 1~ ~ N~ PC=11f17.26 PR OSED SPEED BUMP EP 75. ?PICAL ~4 ~3 ~ 4 3 Q 1 1 y2 ~ -
~ ~ n J LL J
PROPOSED 10x4 7,~ 50 ~
i ENTRANCE SIGN W PROPOSED D.l. MM l1
' (REFER TO DETA/LS) - LJ~ TOP=73.00 ~ O
1"IP 1 8 ~ - 31"I 1 1NV. =70. oo z P
E - 5 55 _ ~ fL
MAT H EXIS ` ~0 42 L.F. -12 CPEP ®3.579'- P P 79'~ O E ®35 ~
PROP, FE.S 72 _ ~ SF INV.-67.84 ~ 73 72 ~o 3 SF 7 2
- -T. 73 1 73.50
73.50 73.50
, _ _ i Q
~ ~ Q
~ ~.W--_ _
PROP. FE. S ~
~ ~ INV. =68.50 _ W z
(.!I
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J Designed: Date; CJB 1/27/03
0~
Checked: Scale:
CJR 1"=30'
File Mgr./Drown: CADD File name:
GSW Sheet C-3.dw 9
Project Number Dwg. File No.:
1980343-00201 141UW
Drawing Number
C-3-
3 OF 17

O
Z TH Q
o AL F Z G
w r ~ ~
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0 0 U No. 028501 ~
Q ~ ~
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SHEET C-4' 0
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3 0
SHEET C-6
J
0
a 0
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Z
Designed: Date:
CJB 1/27/03
Checked: Scale:
CJB 1"-100'
File Mgr./Drawn: CADD File name:
GSW Sheet C-2.dwg
Project Number: Dwg. File No.:
1980343-00201 14135W
Drawing Number
C-2
2 OF 17

en 7
(UG) INDICATES UNDERGROUND UTILITY (OH) INDICATES OVERHEAD UTILITY
DEBCHPIION PFi0P08®
SAN ' ~ - - SANITARY SEWER
WATER w
- STORM SEWER S
ELECTRIC LINE E x;,~: ~L,
_ GAS LINE G r SHEET N0. DESCR~TION
C-1 COVER SHEET
TELEPHONE T N
CABLE TV LINE C-2 OJERALL PLAN
CLEANWT CO FM C-3 SITE DEVELOPIvI1'NT PLAN
_ FORCE MAIN
- - - - MANHOLE -~MN C-4 SITE DEVELOPMENT PLAN
CATCH BASIN/CURB BASIN ~ CB C-5 SITE DEVELOPMENT PLAN
DROP INLET O1
PLASTIC YARD DROP INLET PI _ C-6 SITE DEVELOPMENT PLAN
C-7 ROAD PROFILES
HEADWALL (W/ WNGS) _ , FLARED END SECTION -I FES
WATER METER C-8 UTILITY PROFILES
W _ ; _ METER VAULT C-9 UTiI1TY PROFILES
_ s YARD HYDRANT (SIAMESE CONNECTION) yy
FIRE HYDRANT -?Fh' C-10 EROSION CONTROL NOTES AND DETAILS
_ _ VALVE -mot- ~C C-ll GENERAL NOTES AND DETAIl.S
~ Cq TELEPHONE PEDESTAL \S`~ ~ a C-12 GENERAL NOTES AND DETAII.S
':Fr TELEPHONE POLE f
_ ~ \ ~Q~ POLE W/ LIGHT C-13 PUMP STATION PLAN ~ SECTION Z----~_
POWER POLE t
GUY WIRE C-14 PUMP STATION NOTES
T ~ ~ POLE MOUNTED 51GN WILDCAT RD L-1 Iw~1DSCAPE PIAN
\ _ L-2 LANDSCAPE PLAN
GROUND ELEVATION \ \ ~
GROUND CONTOUR ~ INE ~ ~ -3 DET ~5 L PLANT SCHEDULE, NOTES 8c AILS 0
ASS ~ coNCRETE cuRe g0AR0 CO
Sf~ _ CURB ~ CUTTER `l 1 US RTE 13
FEY. CDIC tll~ t QITIE3t ~
US RTE 13 ~ wwPm aye a currEkN
_ 1 c
GRAVEL PAVEMENT 0 ~K P 9MCK P ~
CEMENT CONCRETE ~ Pp
BINMINOUS CONCRETE ~ ~c~ v
BUILDING / ~ ~~P
PROJECT OMITS Q~?, RETi RD NINE CH AND R-15 ZO
RIGHT-OF-WAY - GAR GARRETT RD PROPOSED L.:rB~ RECREATIONAL PARK
Y 64 e CENTERUNE/BASEUNE GNWA
PROPERTY LINE ~ GROSS SITE ACREAGE 34.24 AC.
DITCH, SWALE UNE / J~ b SITE COVERAGE BY BUILDINGS 3,739 SQ. FT.
~E~ 0 TREE LINE
~ ~ ~ ~H/~ FENCE~~ RANCH PROJECT AREA 18.631 AC. (54.3%OF PROPERTY) i~ ,
i GUARDRAIL B R GRASS RD TOTAL SITE 1MPERVIOUS AREA, (PERCENT) 3.013 AC. (8.79%OF PROPERTY)
BORING LOCATION W No. - ~ B-~s / ~ B 12
BENCHMARK ~ RCwN RD / ® ~ \ LUM 8 - G l~ ,S c~~ AREA DISTURBED ?5.74 AC. (75.1%OF PROPERTY )
" Q0~ PO ~ H1GNW~
~0 ~ HIGHWAY 64 ~ BUILDING DATA
'yam T c ~+v ~T MAY ~e o NOTFr SOMA $YMBOIS S~IOAVN L\ ~~i ~ ~ P i ~ 2,3(14 SQ TOTAL FLOOR AREA OF CONCESSION BLDG .FT.
o ~
NEC~SARII.,Y BE USFD FOR TH6 PRiQ1ECf. ~ Ty ~ 0 \~o MFR ~ ~ TOTAL FLOOR AREA OF PICMC SHELTER 1,435 SQ.FT.
Q~ Ro ~ q0 ~~P PROPOSED HEIGHT OF CONCESSION LS - 3-1U16° ~ ~ b
PROPOSED HEIGHT OF PICMC SHELTER 26 - S-U4
- 0 FR
Rpq PARKING REQUIREMENTS
0 / /
PARKINU UIRED 107 SPACES
PARKING PROPOSED 132 SPACES
HANDICAPPED SPACES REQUIRED 6 H.C. SPACES G VAN ACCESSIBLE)
HANDICAPPED SPACES PROPOSED 6 H.C. SPACES (6 VAN ACCESSIBLE)
TOTAL PROPOSED SITE PARKING 138 SPACES
$~f 1'•~
ACTH of OWNER /DEVELOPER SITE ENGINEER
y ~ r,~ TOWN OF WII.,LIAMSTON LANDMARK DESIGN GROUP
O ~ DEPARTMENT OF PARKS 4029 IRONBOUND ROAD, SUITE 100
~ CHAI~fS J. BODNAR z o AND RECREATION W[I,LIAMSBURG, VIRGINIA 23188
U No. 028501 ~
~ n _T - - POST OFFICE BOX 6 TELEPHONE [phone]
WILLIAMSfON, NC 27892 FAX (757? 229-0049
l i S li , E ~ I 1~ 0 NAL „ F TELEPHONE= [phone]
. _ . FAX [phone]
NORTH CAROLINA REGISTRATION PENDING Engineers a Planners # Surveyors irveyors
Landscape Architects # Environmental Consu kntal Consultants
Project Number: Dwg. File No..
1980343-001.01 14136W
Drawing Number G 1
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