20170357 Ver 1_401 Application_20170317

69
SPANGLER
ENVIRONMENTAL, INC.
PAID
Land Planning - Permitting - Environmental Consulting - Construction �ana�e­ment-- Expert Testimony
LETTER OF TRANSMITTAL
Date
Name- Church Street - Morrisville
Company Name- Spangler Environmental
From- R E -. Church Street - Morrisville PCN Application
27 -Mar -1 7
2o, 70357
WE ARE SENDING YOU:
Attached
Shop Drawings
X Letters
X Reports
SEI #-.
Under Separate Cover
Specifications
Change Order
Computer Disk
F<eproducibles
Samples
COPIES
DATE
DESCRIPTION
4
3/27/2017
1
PCN Applications for Church Street - Morrisville
1 1
THESE ARE TRANSMITTED as checked below:
For Approval Approved as Submitted
For Your Use Approved as Noted
As Requested Return for Corrections
For Review & Comment FOR BIDS DUE
Resubmit Copies for Approval
Submit Copies for Distribution
Return Corrected Prints
Other
SIGNED. L 0 C��� CC:
4338 Bland Road Raleigh, N.C. 27609 tel [phone] fax [phone]
1-866-SPANGLER www.spanglerenvironmental.com

0� %NA T�'q
0 lqiiii'�..'Viuw �
Office Use Only:
Corps action ID i
DWQ project no.
Form Version 1.,
L9
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
Section 404 Permit E] Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
Yes No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
IX -1 401 Water Quality Certification — Regular El Non -404 Jurisdictional General Permit
F� 401 Water Quality Certification — Express Z Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
E] Yes Z No
For the record only for Corps Permit:
Yes No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
E] Yes Z No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
E] Yes Z No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No
Project Information
-2.
2a.
Name of project:
Myers Point Townes
2b.
County:
Wake
2c.
Nearest municipality / town:
Morrisville
2d.
Subdivision name:
I
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Church St. NC, LLC
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
448 Viking Drive, Suite 220
3e.
City, state, zip:
Virginia Beach, VA 23452-7331
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
E] Agent Other, specify: Owner of Project
4b. Name:
Wakefield Development Company
4c. Business name
(if applicable):
Wakefield Development Company
4d. Street address:
3100 Smoketree Court, Suite 210
4e. City, state, zip:
Raleigh, NC 27604
4f. Telephone no.:
919-723-7070
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Jim Spangler
5b. Business name
(if applicable):
Spangler Environmental, Inc.
5c. Street address:
4338 Bland Road
5d. City, state, zip:
Raleigh, NC 27609
5e. Telephone no.:
919-875-4288
5f. Fax no.:
919-875-4287
5g. Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1 a.
Property identification no. (tax PIN or parcel ID):
1 b.
Site coordinates (in decimal degrees):
I Latitude: 35.829011 Longitude: -78.832176
1c.
Property size:
15.35 acres
2.
Surface Waters
2a. Name of nearest body of water to proposed project:
Crabtree Creek
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse River
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The subject property is currently undeveloped and wooded.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.51
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 554
3d. Explain the purpose of the proposed project:
The purpose of this project is to construct a residential subdivision on the subject property.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project is a residential subdivision that will involve grading/earth moving and utility work by using grading and excavating equipment.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property
project (including all prior phases) in the past?
El Yes E9 No El Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
E] Preliminary E] Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ZNo El Unknown
5b. If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
El Yes 0 No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
0 Wetlands Streams — tributaries Z Buffers El Open Waters El Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 T
Excavation
Unknown
No
Corps
0.007
W2 T
Excavation
Unknown
No
Corps
0.053
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.06_
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S11 T
Excavation
UT to Crabtree Creek
INT
Corps
8
20
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
20
3i. Comments:
I
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts bell w.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake cmon truction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded
Filled
Excavated
Pi
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, t en you MUST fill out Section D of this form.
6a. Project is in which protected basin?
Z Neuse [-] Tar -Pamlico [] Catawba E] Randleman E] Other:
6b.
Buffer Impact
number –
Permanent (P) or
(T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
—Temporary
131 T
Utility Line Installation
LIT to Crabtree Creek
No
1,225
1,562
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
1,225
1,562
6i. Comments: Permanent maintenance corridor will be 10 feet or less.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All appropriate BMPs will be deployed including sediment and erosion control devices.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
E] Yes No
2b. If yes, mitigation is required by (check all that apply):
El DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
0 Mitigation bank
0 Payment to in -lieu fee program
El Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
El Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1 .
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
0 Yes E] No
within one of the NC Riparian Buffer Protection Rules?
1 b.
_
If yes, then is a diffuse flow plan included? If no, explain why.
Yes n No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
36.7%
2b.
Does this project require a Stormwater Management Plan?
ED Yes El No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
TW—ake County
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Wake County
1:1 Phase 11
NSW
3b.
Which of the following locally -implemented stormwater management programs
USMP
apply (check all that apply):
E] Water Supply Watershed
E] Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
El Yes No
attached?
4.
DWQ Stormwater Program Review
E]Coastal counties
[--IHQW
4a.
Which of the following state -implemented stormwater management programs apply
E]ORW
(check all that apply):
[]Session Law 2006-246
E]Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
E] Yes E] No
attached.
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
Yes No
5b.
Have all of the 401 Unit submittal requirements been met?
Z Yes E] No
Page 8 of 10
PCN Form – Version 1.4 January 2009

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
Ia.
Does the project involve an expenditure of public (federal/state/local) funds or the
El Yes No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes El No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
E] Yes No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetiand Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (1 5A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
El Yes Z No
or Riparian Buffer Rules (1 5A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes Z No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
E] Yes No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWO Requirement)
4a. 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.
Municipal sanitary sewer will service the subject property.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes FX� No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
N Yes Ej No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program's element occurrence data set.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
El Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
National Marine Fisheries Service essential fish habitat mapper.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
E] Yes ZNo
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC Natural Heritage Program
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEIVIA-designated 1 00 -year floodplain?
Yes No
8b. If yes, explain how project meets FEMA requirements:
There will be no fill placed in the 1 00 -year floodplain.
8c. What source(s) did you use to make the floodplain determination?
Spangler Environmental, Inc.
3-23-17
Jim Spangler, President
-AP-0�t/Agent's Printed Name
g nt's Signature
Date
It!(Agent's signa re id only if an authorization
EZVom
I the applicant is provided.)
Page 10 of 10

WAKE IELD,,,
(()%IPANY
3/23/2017
To Whom It May Concern:
The letter serves to inform you that Church Street NC, LLC located at 448 Viking Drive, Suite
220, Virginia Beach, Virginia, 23452 hereby authorizes Spangler Environmental, Inc. to act as
our technical agent for the purposes of environmental issues, including wetland and strewn
identification, permitting, mitigation planning and regulatory agency coordination at the property
known as Myers Point and as shown in Wake County records as 0745968737, 0755064507,
0755062243, 0745968641, 0755062891. All site visits by regulatory personnel must be
coordinated in advance with our agent, Spangler Environmental, Inc. This letter supercedes all
previous Agent -related correspondence.
The following contact persons should be copied on all correspondence:
Property Owner (or Legal Agent/Representative):
Raymond Gottlieb, Manager
Church St NC, LLC
448 Viking Drive Suite 220 Virginia Beach, Virginia 23452
757-463-5000
Technical Agent:
James A. Spangler, CEI, A.M.ASCE
Spangler Environmental, Inc
4338 Bland Road
Raleigh, NC 27609
919-8754288
[e-mail]
Sincerely, _---7
Raymond Gottlieb
Manager
3100 SMOKETPEE COURT SUITE 210, RALEIGH, N.C. 27604 - PHONE: [phone] - FAX: [phone]

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Legend
Property Boundary
7
T Perennial Stream
0 70 140 ______280 420 N11 Wetland
I Feet
Church Street Delineation
Freeman Rd
Morrisville, Wake County, NC
May, 2015
Art%
SPANGLER
ENVIRONMENTAL, INC.
4338 Bland Road Raleigh, INIC 27609
919-875-4288
Figure 1
Delineation Map
map source:
Durham County G IS

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Natural and
Cultural Resources
March 23, 2017
Dalton Cook
Spangler Environmental
4338 bland rd
raleigh, NC 27609
RE: Church Street - Morrisville
Dear Dalton Cook:
ROY COOPER
coveynor
SUSI H. IL-MAIELTON
S�ewlv
NCNHDE-3185
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement,
or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at Mdnpy,butlera0Qdcr,aov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
Nothing Compares��,
:tate 7fNoith Carolina I Departmentot4atura) and Cujlura� ResourM I NatUralHeffUjePrograrn
121 W Jones greet I Raletfh, MC 27603
1651 Mail service cenw I Raleigh, NC 27699-1651
_____www-n0hAGr9 1919-707-8107

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Church Street - Morrisville
March 23, 2017
NCNHDE-3185
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID
Scientific Name
Common Name
Last
Element
Group
Rank
5 -Very
--- Significantly
Observation
Occurrence
Low
Rare
Date
Rank
Dragonfly or
32043
Coryphaeschna ingens
Regal Darner
2004 -Pre
H?
Damselfly
--- Endangered
G5?
SI
4 -Low
--- Significantly
Reptile
35531
Ophisaurus attenuatus
Slender Glass Lizard
1979-09-13
H?
Vascular Plant
19976
Buchnera americana
American Bluehearts
1949-07-13
H
Vascular Plant
3633
Dichanthelium annulum
Ringed Witch Grass
1937-06-01
H
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Accuracy
Federal State
Global
State
Status Status
Rank
Rank
5 -Very
--- Significantly
G5
S2?
Low
Rare
5 -Very
--- Significantly
G5
S2
Low
Rare
4 -Low
--- Endangered
G5?
SI
4 -Low
--- Significantly
GNR
S1
Rare Peripheral
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type
NC Department of Transportation Mitigation Site NC Department of Transportation State
NC Division of Mitigation Services Easement NC DEQ, Division of Mitigation Services State
Wake County Open Space Wake County: multiple local government Local Government
Wake County Open Space Easement Wake County: multiple local government Local Government
Definitions and an explanation of status designations and codes can be found at httpsm//ncnhde.natureserve.ora/contenYhelp. Data query generated on March 23, 2017; source: NCNHP, Q1 January 2017. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-3185: Church Street - Morrisville
N
E
March 23, 2017
Project Boundary
Buffered Project Boundary
Managed Area (MAREA)
Page 3 of 3
1:23,778
0 0.2 0.4 0.8 mi
0 0.325 0.65 1.3 km
S—c s. Esn, HERE. DeL-na. Int—ap, imennent P Corp, GEBCO,USGS,
FAO, ZPS, NRCAN, GeoBase. IGN. Kadaster NL. Ordnan- Sumey, Esn Japan,
VIETI Ew Chm (Hong Kong), —topo, Maprnyinda, 0 OpenSteatMap
­ntributDrs. am the GIS User Gon—n"

EFH Mapper
http://www.habitat.noaa.gov/protection/efli/efhmapper/
EFH Data Notice: Essential Fish Habitat (EFH) is defined by textual descriptions contained in the
fishery management plans developed by the regional Fishery Management Councils. In most cases
mapping data can not fully represent the complexity of the habitats that make up EFH. This report
should be used for general interest queries only and should not be interpreted as a definitive
evaluation of EFH at this location. A location -specific evaluation of EFH for any official purposes must
be performed by a regional expert. Please refer to the following links for the appropriate regional
resources.
Sources: Bri. GEBCO, NO.AA, Natiorai Gecgraphic,
DeLorrre, HERE, Geonames.org, sr�a other cortributors
Query Results
Map Scale = 1:72,224
Degrees, Minutes, Seconds: Latitude = 35049'46" N, Longitude = 79010'49" W
Decimal Degrees: Latitude = 35.83, Longitude = -78.82
The query location intersects with spatial data representing EFH and/or HAPCs for the following
species/management units.
1EFH
No Essential Fish Habitats (EFH) were identified at the report location.
HAPC�,
No Habitat Areas of Particular Concern (HAPC) were identified at the report
location.
EFH Areas Protected from Fishing
No EFH Areas Protected from Fishing (EFHA) were identified at the report location.
I of 1 3/23/2017 12:20 PM

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WETPOND #1
WET DETENTION BASIN CONSTRUCTION SEQUENCE
1. U DER NO CIRCUMSTANCES SHALL THE WET DETENTION RAM BE FINALIZED AM PLANTED PRIOR 70
COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL AREAS WHICH DRAIN TO, IT.
A:
1 cTio
2. IF WET DErE N BAS4N IS TO BE USED AS A SEDIMENT BASIN DURING CoNsrRU N, ROUGH
GRADE FIER PLANS FILL PLACEMENT AND DU`rLET STRUCTURE CONSTR N SHALL BE IN
COMPLIANCE WITH DETAILS AND WET DETENTION BASIN CONSTRUCTION NOTES HEREON. IF THE WET
DETENTION BASIN HAS BEEN PREVIOUSLY ROUGH GRADED AN
B24OR USED AS A SEDIMENT BASIN.
REMOVE AND DISPOSE OF SEDIMENT DEPOSITS WITHIN THE N AREA
5 3. ROUGH GRADE WET DETENTION BASIN AS NECESSARY AFTER SEDIMENT REMOVAL AND TO FINAUZE
BASIN GRADES. ALL Fl PLACEMENT SHALL BE IN COMPLIANCE WITH THE SPECIFICATION IN THE
CONSTRUCTION NOTES ON THS SHEET.
1 4. AFTER ROUGH GRADING WET DETENTION BASIN. BEGIN FINE GRADING TO CONSTRUCT FORMAT
I BERMS/WALLS AND lAkIN POOL ARM GRADING TOLERANCE FOR THE WET DETENTION BASIN SHALL BE
2 �/- 0.20 FEET FROM GRADES SHOWN ON THIS PLAN.
5. IN CONJUNCTION WITH GRADING AND FILL PLACEMENT. CONSTRUCT OUTLET STRUCTURES TO BRING IT
INTO COMPLIANCE WITH TH SE PLANS. IF OUTLET STRUCTURES WERE CONSTRUCTED WITH ROUGH
GRADI WHEN USING THE WET DETENTION BASIN AS SEDIMENT BASIN, SKIP TO NEXT STEP.
6 WHEN FINE GRADING AND OUTLET STRUCTURE IS COMPLETE. CALL SURVEYOR AND ENGINEER FOR
AS8UILT SURVEY AND EVALUATION.
7. IF SURVEYOR AND ENGINEER DETERMINE THAT GRADING IS NOT IN COMPLIANCE WITH THESE DRAWINGS.
MAKE CORRECTIONS AS REQUIRED BY THE ENGINEER. AND REPEAT PREVIOUS STEP. OTHERWISE
PROCEED TO NEXT STEP.
IL UPON NOTIFICATION FROM THE ENGINEER THAT THE WET DETENTION BASIN IS IN COMPLANCE WITH
THESE DRAWINGS. PROVIDE LANDSCAPING IN COMPLIANCE WITH THE PLAN SHOWN ON THIS SHEET AND
ANY ADDITIONAL SPECIFICATIONS FROM THE OWNER. IF TIMING IS SUCH THAT PIANTINGS WOULD OCCUR
E IN SUMMER MONTHS, COORDINATE WITH THE ENGINEER. OWNER, AND THE LOCAL MUNICIPALITY ABOUT
DELAYING PLANTINGS UNTIL FALL OR EARLY WINTER FOR MAXIMUM SURVWABIUTY OF PLANTINGS,
1, SEED ALL DISTURBED AREAS PER THE SEEDING SCHEDULE SHOWN IN T11EIE PLAINS,
10. CALL TOWN OF MORRGVILLE STORMALATER INSPECTOR FOR APPROVAL Or STABIJZATION.
ii. CONTRACTOR SHALL WATER NEW PLANT MATERIAL PLANTED IN THE WET DETE IDN BASIN DALY UNTIL
0
COMPLETION OF ALL OTHER SITE RELATED CONSTRUCTION. AFTER THE FULL SCOPE OF THE
fic CONTRACTOR'S WORK IS COMPLETED, IT SHALL BE THE OWNER'S RESPONSIBILITY TO WATER PLANTS
DAILY UNTIL PLANTS HAVE BECOME WELL ESTABLISHED AND WATERING IS NO LONGER NECESSARY.
#1 PLANTING SCHEDULE
WET DETENTION BASIN CONSTRUCTION NOTES
I. ALL CONSTRUCTION SK46LL BE IN ACCORDANCE WITH TOWN OF MORRMVLLE AND THE STATE OF NORTH
CAROLINA STANDARDS AND SPECeTCATIONS,
2- THE CONTRACTOR SHALL WARRANTY ALL PLANTED MATERIALS FOR A PERIOD OF 2 YEARS FROM DATE OF
INSTALLATION. AT THE END OF THE FIRST YEAR AND AT THE END OF THE SECOND YEAR, THE
CONTRACTOR SHALL REPLACE ALL PLANTS WHICH DO NOT SUR"f E. ANY HEALTHY PLANTS NVANGED
DURING PLANT REPLACEMENT SHALL ALSO BE REPLACED.
3. SOIL BELOW ELEVATION 307.50 FOR WErPOND SHALL BE TESTED BY THE USDA AGRICULTURAL EXTENSION
OFFICE FOR PH. WHICH MUST FALL BETWEEN 5.5 AND 7.0. TESTS SHALL ALSO BE PERFORMED FOR
NUTRIENTS SUCH AS NITROGEN. PHOSPHORUS, AND POTASSIUM. AND FOR MINERALS SUCH AS CHELATED
IRON AND UME. AMENDMENTS TO SOIL RECOMMENDED BY USDA SHALL BE INCORPORATED INTO SOIL TO
PROMOTE VIGOROUS VEGETATION AND PLANT GROWTH. RECORDS OF TESTS AND AMENDMENTS PROVIDED BY
CONTRACTOR SHALL BE PROVIDED TO THE ENGINEER.
4. LANDSCAPING PLANTINGS SHOWN HER ON SHALL BE INSTALLED DURING FALL SEASON OR EARLY WINTER IF
POSSIBLE FOR MAXIMUM PLANT SURVIVABILITY.
5. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS AND
FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE GEOTECHNICAL
ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE STRINGENT. EMBANKMENTS FOR
BASINS SHALL BE PLACED IN B INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSTTY OF No
LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF . OR -
TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. THE
CONTRACTOR SHALL TAK PHOTOGRAPHS OF THE OUTLET STRUCIURE AT ALL PHASES OF INSTALLATION
AND SHALL RETAIN WITH GEOTECHNCAL TESTING DATA. THE CONTRACTOR SHALL ALSO RETAW ALL
SHIPPING RECORDS AND SPECIFICATIONS FOR THE OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL
OF THE ABOVE DATA My BE REQUIRE AS PART OF THE MUNICIPAIJTY AS -BUILT PROCESS AND SHALL
BE MADE AVAILABLE TO THE ENGINEER UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE
DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST.
6. TOLERANCES FOR FINAL GRADES SHALL BE WITHIN 1/- 0.20 FEET. THE TOWN OF MORRISVILLE WILL
REQUIRE AN ASBUILT SURVEY OF THE CONSTRUCTED WET DETENTION BASIN THEREFORE STRICT
ADHERENCE TO THE GRADING ON THIS PLAN AND THE TOLERANCES SPECIFIED HEREON SHALL BE
REQUIRED PRIOR TO CERTIFICATION BY THE ENGINEER THAT THE WET DETENTION BASIN HAS BEEN BUILT
IN COMPLIANCE WITH THESE DRAWINGS. UPON COMPLETION OF THE FINAL CF=IOR TO
PLACEMENT OF ANY PLANT MATERIA E C R SHALL CONTACT THE TO SURVEY THE
ASBUILT CONST DEI_ENTT�LTH
BASJ�NTWO
RUCTED WET CONTRAC70R SHALL NOTIFY THE ENGINEER THAT THE
CONSTRUCTED WET DETENTION BASIN HAS BEEN COMPLETED AND THE ENGINEER SHALL EVALUATE THE
ASBUILT SURVEY DATA FOR COMPLIANCE WITH THESE DRAWINGS. IF THE WET DETENTION BASIN Is FOUND
To BE OUT OF COMPUANCE WITH THESE DRAWINGS, THE CONTRACTOR SHALL REGRADE THE WET
DETENTION BASIN AS NECESSARY TO BRING THE WET DETENTION BASIN INTO COMPLIANCE WITH THESE
DRAWIN S. THE COST OF ANY ADDITIONAL SURVEY OR ENGINEERING EVALUATION REQUIRED RESULTING
FROM INCOMPLETE OR INCORRECT GRADING OF THE WET DETENTION akSJN SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
FILL
BUY. m- tun,. 3
Ao
Tastier,
CROS"ECTION OF WETPOND
Nor.sCAUT
PIPE SCHEDULE
RIP -RAP APRON SCHEDULE
Pri Design bers
Land Use Area (ac)
FLOODPLAINS DO EXIST ON-SITIE PER FIRM MAP PANEL
Design Starrn Flowi
Z
3720074SOOJ AND 3720075500J DATIED MAY 2,2006
Inlet Type
up
InleflD "D Top Up lassertillplinvertDril Size Pipe j
UP D Ift) Ift) (ft) 11.) Matted
ttr*th I
(fit)
Slope
1%)
Struciture
d.
Velocity L..gth
Width
Depth
Type d.
24
RCPLII
9.05
OW55
MH/JB
(fq
PR to Pond 2
332.90
327.45
326.55
FES 1
3.00
&4 18
9
22
Class 1B' - 13'
44
334m29
FES 3
2.00
4.5 12
6
22
_9*
Class 1B, W-13,
IVffj/JB
A.
FES 17
zoo
5.4 6
6
9
Class B' V* - 13'
180.65
5.92
FES 2D
2.00
63 12
6
314.70
Class B' ir - 13m
24
RCP 111
EW 31
2.00
4.4 a
8
9
(;Ia,,A' T-9'
312.00
30S.T5
FES 40
2aOO
7.1 12
6
22
Class B' 6� - 13'
31_12
Pwivywassoatorsch"Aa Rg. I
304.50
302.00
24
WET DETENTION BASIN CONSTRUCTION SEQUENCE
1. U DER NO CIRCUMSTANCES SHALL THE WET DETENTION RAM BE FINALIZED AM PLANTED PRIOR 70
COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL AREAS WHICH DRAIN TO, IT.
A:
1 cTio
2. IF WET DErE N BAS4N IS TO BE USED AS A SEDIMENT BASIN DURING CoNsrRU N, ROUGH
GRADE FIER PLANS FILL PLACEMENT AND DU`rLET STRUCTURE CONSTR N SHALL BE IN
COMPLIANCE WITH DETAILS AND WET DETENTION BASIN CONSTRUCTION NOTES HEREON. IF THE WET
DETENTION BASIN HAS BEEN PREVIOUSLY ROUGH GRADED AN
B24OR USED AS A SEDIMENT BASIN.
REMOVE AND DISPOSE OF SEDIMENT DEPOSITS WITHIN THE N AREA
5 3. ROUGH GRADE WET DETENTION BASIN AS NECESSARY AFTER SEDIMENT REMOVAL AND TO FINAUZE
BASIN GRADES. ALL Fl PLACEMENT SHALL BE IN COMPLIANCE WITH THE SPECIFICATION IN THE
CONSTRUCTION NOTES ON THS SHEET.
1 4. AFTER ROUGH GRADING WET DETENTION BASIN. BEGIN FINE GRADING TO CONSTRUCT FORMAT
I BERMS/WALLS AND lAkIN POOL ARM GRADING TOLERANCE FOR THE WET DETENTION BASIN SHALL BE
2 �/- 0.20 FEET FROM GRADES SHOWN ON THIS PLAN.
5. IN CONJUNCTION WITH GRADING AND FILL PLACEMENT. CONSTRUCT OUTLET STRUCTURES TO BRING IT
INTO COMPLIANCE WITH TH SE PLANS. IF OUTLET STRUCTURES WERE CONSTRUCTED WITH ROUGH
GRADI WHEN USING THE WET DETENTION BASIN AS SEDIMENT BASIN, SKIP TO NEXT STEP.
6 WHEN FINE GRADING AND OUTLET STRUCTURE IS COMPLETE. CALL SURVEYOR AND ENGINEER FOR
AS8UILT SURVEY AND EVALUATION.
7. IF SURVEYOR AND ENGINEER DETERMINE THAT GRADING IS NOT IN COMPLIANCE WITH THESE DRAWINGS.
MAKE CORRECTIONS AS REQUIRED BY THE ENGINEER. AND REPEAT PREVIOUS STEP. OTHERWISE
PROCEED TO NEXT STEP.
IL UPON NOTIFICATION FROM THE ENGINEER THAT THE WET DETENTION BASIN IS IN COMPLANCE WITH
THESE DRAWINGS. PROVIDE LANDSCAPING IN COMPLIANCE WITH THE PLAN SHOWN ON THIS SHEET AND
ANY ADDITIONAL SPECIFICATIONS FROM THE OWNER. IF TIMING IS SUCH THAT PIANTINGS WOULD OCCUR
E IN SUMMER MONTHS, COORDINATE WITH THE ENGINEER. OWNER, AND THE LOCAL MUNICIPALITY ABOUT
DELAYING PLANTINGS UNTIL FALL OR EARLY WINTER FOR MAXIMUM SURVWABIUTY OF PLANTINGS,
1, SEED ALL DISTURBED AREAS PER THE SEEDING SCHEDULE SHOWN IN T11EIE PLAINS,
10. CALL TOWN OF MORRGVILLE STORMALATER INSPECTOR FOR APPROVAL Or STABIJZATION.
ii. CONTRACTOR SHALL WATER NEW PLANT MATERIAL PLANTED IN THE WET DETE IDN BASIN DALY UNTIL
0
COMPLETION OF ALL OTHER SITE RELATED CONSTRUCTION. AFTER THE FULL SCOPE OF THE
fic CONTRACTOR'S WORK IS COMPLETED, IT SHALL BE THE OWNER'S RESPONSIBILITY TO WATER PLANTS
DAILY UNTIL PLANTS HAVE BECOME WELL ESTABLISHED AND WATERING IS NO LONGER NECESSARY.
#1 PLANTING SCHEDULE
WET DETENTION BASIN CONSTRUCTION NOTES
I. ALL CONSTRUCTION SK46LL BE IN ACCORDANCE WITH TOWN OF MORRMVLLE AND THE STATE OF NORTH
CAROLINA STANDARDS AND SPECeTCATIONS,
2- THE CONTRACTOR SHALL WARRANTY ALL PLANTED MATERIALS FOR A PERIOD OF 2 YEARS FROM DATE OF
INSTALLATION. AT THE END OF THE FIRST YEAR AND AT THE END OF THE SECOND YEAR, THE
CONTRACTOR SHALL REPLACE ALL PLANTS WHICH DO NOT SUR"f E. ANY HEALTHY PLANTS NVANGED
DURING PLANT REPLACEMENT SHALL ALSO BE REPLACED.
3. SOIL BELOW ELEVATION 307.50 FOR WErPOND SHALL BE TESTED BY THE USDA AGRICULTURAL EXTENSION
OFFICE FOR PH. WHICH MUST FALL BETWEEN 5.5 AND 7.0. TESTS SHALL ALSO BE PERFORMED FOR
NUTRIENTS SUCH AS NITROGEN. PHOSPHORUS, AND POTASSIUM. AND FOR MINERALS SUCH AS CHELATED
IRON AND UME. AMENDMENTS TO SOIL RECOMMENDED BY USDA SHALL BE INCORPORATED INTO SOIL TO
PROMOTE VIGOROUS VEGETATION AND PLANT GROWTH. RECORDS OF TESTS AND AMENDMENTS PROVIDED BY
CONTRACTOR SHALL BE PROVIDED TO THE ENGINEER.
4. LANDSCAPING PLANTINGS SHOWN HER ON SHALL BE INSTALLED DURING FALL SEASON OR EARLY WINTER IF
POSSIBLE FOR MAXIMUM PLANT SURVIVABILITY.
5. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS AND
FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE GEOTECHNICAL
ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE STRINGENT. EMBANKMENTS FOR
BASINS SHALL BE PLACED IN B INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSTTY OF No
LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF . OR -
TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. THE
CONTRACTOR SHALL TAK PHOTOGRAPHS OF THE OUTLET STRUCIURE AT ALL PHASES OF INSTALLATION
AND SHALL RETAIN WITH GEOTECHNCAL TESTING DATA. THE CONTRACTOR SHALL ALSO RETAW ALL
SHIPPING RECORDS AND SPECIFICATIONS FOR THE OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL
OF THE ABOVE DATA My BE REQUIRE AS PART OF THE MUNICIPAIJTY AS -BUILT PROCESS AND SHALL
BE MADE AVAILABLE TO THE ENGINEER UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE
DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST.
6. TOLERANCES FOR FINAL GRADES SHALL BE WITHIN 1/- 0.20 FEET. THE TOWN OF MORRISVILLE WILL
REQUIRE AN ASBUILT SURVEY OF THE CONSTRUCTED WET DETENTION BASIN THEREFORE STRICT
ADHERENCE TO THE GRADING ON THIS PLAN AND THE TOLERANCES SPECIFIED HEREON SHALL BE
REQUIRED PRIOR TO CERTIFICATION BY THE ENGINEER THAT THE WET DETENTION BASIN HAS BEEN BUILT
IN COMPLIANCE WITH THESE DRAWINGS. UPON COMPLETION OF THE FINAL CF=IOR TO
PLACEMENT OF ANY PLANT MATERIA E C R SHALL CONTACT THE TO SURVEY THE
ASBUILT CONST DEI_ENTT�LTH
BASJ�NTWO
RUCTED WET CONTRAC70R SHALL NOTIFY THE ENGINEER THAT THE
CONSTRUCTED WET DETENTION BASIN HAS BEEN COMPLETED AND THE ENGINEER SHALL EVALUATE THE
ASBUILT SURVEY DATA FOR COMPLIANCE WITH THESE DRAWINGS. IF THE WET DETENTION BASIN Is FOUND
To BE OUT OF COMPUANCE WITH THESE DRAWINGS, THE CONTRACTOR SHALL REGRADE THE WET
DETENTION BASIN AS NECESSARY TO BRING THE WET DETENTION BASIN INTO COMPLIANCE WITH THESE
DRAWIN S. THE COST OF ANY ADDITIONAL SURVEY OR ENGINEERING EVALUATION REQUIRED RESULTING
FROM INCOMPLETE OR INCORRECT GRADING OF THE WET DETENTION akSJN SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
FILL
BUY. m- tun,. 3
Ao
Tastier,
CROS"ECTION OF WETPOND
Nor.sCAUT
PIPE SCHEDULE
Area
Pri Design bers
Land Use Area (ac)
FLOODPLAINS DO EXIST ON-SITIE PER FIRM MAP PANEL
Design Starrn Flowi
Z
3720074SOOJ AND 3720075500J DATIED MAY 2,2006
Inlet Type
up
InleflD "D Top Up lassertillplinvertDril Size Pipe j
UP D Ift) Ift) (ft) 11.) Matted
ttr*th I
(fit)
Slope
1%)
Pipe Erid
C25
41
12191
327.61
327.56
24
RCPLII
9.05
OW55
MH/JB
9S.69
PR to Pond 2
332.90
327.45
326.55
24
LRCLL
79o73
1*13
MH/jB
45
44
334m29
326.45
325.60
24
RCP 111
61.86
1.37
IVffj/JB
"
43
332.17
325.50
314.80
24
RCP 111
180.65
5.92
MH/JB
43
42
323.60
314.70
312.10
24
RCP 111
67.78
3.84
MH/JS
42
41
320.74
312.00
30S.T5
24
ROPIII
93.1S
8.11
-...L
41
31_12
10.50
304.50
302.00
24
ROP 111
60.27
4.15
MMH/JB
COOT Cl
39
_T_
37
33o.27
325.20
319.70
15
1 RCP 111
118.34
4.65
NCDOTCI
39
37
324.49
319.95
319.60
15
RCLII_I_
31m93
0.79
NCDOTCI
37
32
324.67
319,50
1 318.10
25
RCP 111
80.47
1.74
DROP INLET
361
36
325.30
320.10
1 319.80
15
RCP M
3QOB
100
DROP INLET
36
35
325.57
319. 70
318.50
15
RCP 111
126.82
0.95
NCDOTCI
3�_
34
326wOl
318.25
316.70
18
RCP !1!
13187
1.17
NODOTCI
34__
32
32189
S14v4O
313.75
18
RCP 111
61.95
2.05
NCDOTCI
33
32
322.98
314.8
. 5
IS
RCPIII
28.35
1.63
MH/is
32
31
323.40
312.00
310.00
24
RCP 111
27.33
7.32
SCM OvUet
30
29
311.50
303.00
302.72
24
RCP 111
54.99
0.
NCDOT 0 Double
28
26
33222
326.20
324.15
15
RCP 111
203.76
101
NCDOTCI
27
26
335.61 1
330.10
328.30 1
25
1 RCP 111
175.39 1
1.03
NCOCITCI
26
25
333.84 1
324.05
322.85 1
15
1 RCPIII
119.77
1.00
DROP INLET
25
24
331.50 1
322.75
321.60 1
18
1 RCPIII
11216
142
MH/JB
24
23
33O.OD 1
320.10
319.90
18
KP 111
19.19
1.04
N DOTO
23.2
23.1
327.79
322.90
322.55
15
FROPIR
3D.83
1.14
NCDOTCI
23.2
23
3Z7.67
322.45
321.75
15
RCP 111
66.45
1"'
NCDOTCI
Z3
20
32&73
33S.80
319.�
24
RCP 111
59.55
- 1&01
DROP INLET
22
21
334.91
330.55
i2 20
15
CP III
NCDOTCI
21
20
331.08
326.10
324.20
15
RCP 111
97.44
--j.17
NCDOTCI
2D
19
329.69
31910
31815
24
RCP M
30.83
j.76
NCDOTCI
19
18
329.81
318.15
317.60
24
RCP 111
50.50
1.09
1VH/JB
18
17
329.30
316.SD
307.50
24
RCPIIJ
96.02
9.48
NCDOTCI
16.3
16.2
W.65
335.75
333.05
15
RCP 111
190.38
1.42
NCDOT 0
16.2
16
337.95
332.95
332.45
15
REP 111
46.85
2.07
NODOTCI
16.1
16
336.43
332.55
332.35
15
RCP fl!
24.93
Od81
NCDOTCI
16
15
336.43
332.25
331.55
15
RCP 111
93.56
0.75
DROP INLET
15
14
337.31
33035
32915
15
RCP 111
108.32
1.02
NCDOTCI
14.1
14
335.W
330.80
330.55
15
RCP M
24.85
1.01
NCDOTCI
14
13
335.6j_
32Sa95
3271SO
IS
RCP H!
7830
1.72
NCDOTCI
13
1 8
332-77
327.50
324.50
28
RCP 111
90-47
3.32
FES
12
n
327.79 1
325.85
322.90
15 1
ROP 111
76.02
3.98
YARD INLET
11
20
32S.S7
322.9D
32D.20
25 1
RCP 111
2.7.86
933
NODOTO
10
9
325-08
320.10
319.90
15
RCP�1111
.93
0.81
NODOTO
9
8
325mOS
319.60
319.00
18
RCP 111
111.37
0.72
fVH/JB
8
7
330.53
318.90
317.80
24
RC
ROP M
109182
1.00
YARD INUET
7
6
324m65
317.70
316.35
24
ROP 111
133.99
2.01
NCDOTCJ
6
5
326.13
316.25
315.90
24
RCP 111
33.68
2.04
NCDOTCI
5
4.1
327.27
313.90
313.65
24
ROP fi!
4191
0.57
NCDOTCI
4.3
4.2
319.61
314.75
314.10
15
RCAP 111
64.00
1.02
1 NCDOT CI
4�2
4.1
319.61
14.00
313.10
18
RCP III
125.60_
0.72
VsH/JB
4.1
4
1 325.81 1
312.60
311.70
24
RCP 111
84.40
JD7
YARD I! .1
4 1:]�3��I-
307,
CP III,
50M
6.99
2 1
1
1 31L90 1
3M.OD
.607
��24R
.
RCP
57.40
0.57
WETPOND SUMMARY
a ME yz"
6
OUTLET STRUCTURE #2 DETAIL
NOT TO S LE
Pq
E3
r, 07
(j , t ,-
a-- (j) � i 15
'LL "F5
Op. Lu Z _-O
LU 3E�a`
W Z
Z a
a- Z .r
Lu W .1
cc
ca wii�u
Z do�!
ZC�u)
L_ 0 cc
0 �f � MW
x:)
Z
C60 xw<
oz,
3C
Z 5 1
' " 5
i f
. . . . . �zi
z
Z
LU
7 EL
d
Z
UJI
Z
WETLANDS EAST ON-SITE I
Area
Pri Design bers
Land Use Area (ac)
FLOODPLAINS DO EXIST ON-SITIE PER FIRM MAP PANEL
Design Starrn Flowi
Z
3720074SOOJ AND 3720075500J DATIED MAY 2,2006
Impervious Open Spout Woodlands
I-
Cv.
C12
Clul
C25
CUOD
PR to Pond 1
8.07
4.73 334 0000
TO THE NCDOT STANDARDS AND SPECIFICA-n&s
30.33
3&14
59.93
72.04 1
9S.69
PR to Pond 2
2460
!v66 Oa94 MOO
APPROVED FOR CONSTRUCTION
10.07
12-P
19.52
23.43
32.02
PRt. Bypas, Pnds
9.49
L64 167 S.17
E,girwirg:_
18.41
24,25
4LO7
50.75
71.78
Pond I Outfall
cc 0
Sir-.: D-
G%
1.13
20.03
48.49
N.17
Pond 2
0
2.96
4.86
Ir -24
-
21.94
31.09
PRFInM
1O.L7
639
17.58
24.25
56.6s
T­Eu7
7 SO
1 q
P
WM
2.95 1.89
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22.46
31_12
5678
566.7M8
71 1
1OG92
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9,145
Design Stann Srf- El ... tions (ft)
Fr -board (ft)
309.38
5.70
311.33
175
312.23
ZSS
313.40
1.68
1 313.75
1.33
_314.08
LOO
S.rface Ani a Pond Z
3,430
Design Stom Surfisoe Elevations (11)
F me board (ft)
309.99
3.12
310.95
2.15
311.24
1.76
311-79
1.21
311.88
1.12 1
31L99
1.01 1
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Z
3720074SOOJ AND 3720075500J DATIED MAY 2,2006
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN
ACCORDANCE WITH THE ACCEPTED POLICIES OF THE
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TOWN OF MORRISVILLE PROJECT NO. 16-11000005/16-0006-S/C
0
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10' TAME.
RIP -RAP I
AND DRAINAGE MAJORED W/CLAS
MOTIECTILE"Alle
_0
��'v
is \
HANNEL SCHEDULE
L 9 WETPOND 12
L -L Ji
Iz,
:ban DANK,-flptlon I Bothoin I Side .1 Hydraulic Norinnal $hear I InIng
I SI*P.N1 S ope I I I I Raditill Dapth(ft) trane; (pd)
D I Area (ac) Ich") lips) (,Q
21% TO 1131 1 0.14 1 04 1 1.01 1 Q. 0.10 0,14 0.24 1 S75, STAPLE
�Kr Epp 1 TO 0.17 1 05 1 1.13 1 044 011 015 031 1 S75. STAPLE
0 1
C V -DITCH 1 3,5% 1 IOA141 1 0.38 1 1.2 1 1.38 1 87 0. 7 O�35 0.59 1 S75. STAPLE
im"Os W &Wh A- G-
RIP -RAP APRON SCHEDULE
Sar -lure d. Velocity Length Width Depth Type d.
(fP-) Ift) (R) (in)
FES 1 3.00 6A le 9 22 Cl- 'B' 6"- 13'
FES 3 2.00 4.5 12 6 11
-13,
FES 17 2.00 &4 a S". 13"
FES 20 2.00 &3 12 61 - IT
EW 3`1 2.00 1.4 Less A' 3-61
6% 13'
Far NYDoT Dissoil SchodVi, Rg. I
WET DETENTION BASIN CONSTRUCTION SEQUENCE
I . UNDER NO C40CUMISTANCES SMALL THE WET DETENTION BASIN BE FINALIZED AND PLANTED PRIOR TO
COMPLETION OF CONSTRUCTION AND STABR17ATION OF ALL. AREAS WHICH ORION TO IT.
2. IF WET DETENTION BASIN IS TO BE USED AS A SEDIMENT BASIN DURING CONSTRUCTION. ROUGH
GRADE PER PLANS FILL PLACEMENT AND OVILEr STRUCTURE CONSTRUCTION SRALL BE IN
COMPLIANCE WITH DETAILS AND WET DETENTION BASIN CONSTRUCTION NOTES HEREON. IF THE WET
DETENTION BASIN HAS BEEN PREVIOUSLY ROUGH GRADED AND/OR USED AS A SEDIMENT BASIN.
REMOVE AND DISPOSE OF SEDIMENT DEPOSITS WITHIN THE BASIN AREA.
3. ROUGH GRADE WET DETENTION BASIN AS NECESSARY AFTER SEDIMENT REMOVAL AND TO FIWLIZE
BASIN GRADES. ALL L. PLACEMENT SHALL 13E IN COMPLIANCE WITH THE SPECIFICATION IN THE
CONSTRUCTION NOTES ON THIS SHEET.
4. AFTER ROUGH GRADING WET DETENTION BASIN, 13EGIN FINE GRADING TO CONSTRUCT FOREBAY
BERM /WALLS AND MIN POOL AREA. GRADING TOLERANCE FOR THE WET DETENTION BASIN SMALL BE
S'
0.20 FEET FROM GRAM SHOWN ON THIS PLAN.
5. :14 C WUNCTION WITH GRADING AND FILL PLACEMENT. CONSTRUCT OUTLET STRUCTURES TO BRING IT
NTO COMPLIANC WITH THESE PLANS. IF OUTLET STR CTURES WERE CONSTRUCTED WITH ROUGH
GRADING WEN USING THE WET DETENTION BASIN AS SEDIMENT BASIN. SKIP TO NEXT STEP.
S. WHEN FINE GRADING AND OLrrLET STRUCTURE IS COMPLETE. CALL SURVEYOR AND ENGINEER FOR
ASBUILT SURVEY AND EVALUATION.
7. IF SURVEYOR NO ENGINEER DETERMINE THAT GRADING IS NOT IN COMPLIANCE WITH THESE DRAWINGS.
MAKE C RECTIONS AS REQUIRED BY THE ENGINEER. AND REPEAT PREVIOUS STEP. OTHERWISE
PROCEED TO NEXT STEP.
0. UPON NOTIFICATION FROM THE NrINEER THAT THE WET DETENTION BASIN IS IN COMPLIANCE WITH
THESE DRAWINGS, PROVIDE LANDSCAPING IN COMPLIANCE WITH THE PLAN SHOWN ON THIS SHEET AID
ANY ADDITIONAL SPECIFICATIONS FROM THE OWNER. IF TIMING IS SUCH THAT PLANTINGS WOULD OCCUR
IN SUMMER MONTHS. COORDINATE WITH THE ENGINEER, OWNER, AND THE LOCAL MUNICIPALITY ABOUT
DELAYING PLANTINGS UNTIL FALL OR EARLY WINTER FOR MAsIMUM SURVIVABILITY OF PLANTINGS.
9. SEED ALL DISTURBED AREAS PER THE SEEDING SCHEDULE SHOWN IN THESE PLANS.
10. CALL TOWN OF MORRISVILLE STORMWATER INSPECTOR FOR APPROVAL OF STABILIZATION.
11. CONTRACTOR SMALL WATER NEW PLANT MATERIAL PLANTED IN THE WET DETENTION BASIN ONLY UNTIL
COMPLETION OF ALL OTHER SITE RELATED CONSTRUCTION. AFTER THE FULL SCOPE OF THE
CONTR*CTDR*S WORK IS COMPLETED, IT SHALL BE THE OWNER'S RESPONSIBILITY TO WATER PLANTS
DAILY UNTIL PLANTS HAVE BECOME WELL ESTABLISHED AND WATERING IS NO LONGER NECESSARY.
A
SCM #2 PLANTING SCHEDULE
Inletill) Inkal)
up D-
Top LI limantUp ImmrtDn Slos Pipe
Ift) (h) Ift) (I.) Material
Length
(Ift)
Slope
11%)
Pipe End
3720074500J AND 3720075500J DATED MAY 2,2006
I...L NAIVE ___T..�.
Drainage
Am.
Land Use Amas (u)
SHALLOW LAND PLANTINGS
Design Storri Flows Ids)
<
EF+86 ELAPATORADELPHIS FISTLALCISIS PYE WEED I 1"POT
O.C_jFUU_BUSIIY CONTAINER
IJOE
�IiJSCUS CC)CCINLUS SCARLETT RIAIEMA LOW L r POT
HC Be+
III*
124 - 0,C.IFULL BUSHY CONTA
SHALLOW WATER PLANTING.
3262_
INL 180 1 AKJPH4R LUTEA SPATTERDOCK LILY I 4 -POT
12,rO.C.IFULL
ISA 1 80 ISCIRPUS ACUTUS
13
WET DETENTION BASIN CONSTRUCTION NOTES
45
1. ALL CONSTRUCTION S BE IN ACCORDANCE WITH TOWN OF MORRISVILLE AND THE STATE OF NORTH
CAROLINA STANDARDS AND SPECIFICATIC145.
2. THE CONTRACTOR SHALL WARRANTY ALL PLANTED MATERIALS FOR A PERIOD OF 2 YEARS FROM DATE OF
INSTALLATION. AT THE END OF THE FIRST YEAR AND AT THE END OF THE SECOND YEAR. THE
CONTRACTOR SHALL REPLACE ALL PLANTS WHICH DO NOT SURVIVE ANY HEALTHY PLANTS DAMAGED
DURING PLANT REPLACEMENT SHALL ALSO BE REPLACED.
3. SOIL BELOW ELEVATI N 300.50 FOR WETPOND SHALL BE TESTED BY THE USDA AGRICULTURAL EXTENSION
OFF E TO PH. WHICH MUST FALL BETWEEN 5.5 AND 7.0. TESTS SHAUL ALSO BE PERFORMED FOR
NUTICENTSRSIH AS NITROGEN. PHOSPHORUS. AND POTASSIUM. AND FOR MINERALS SUCH AS CHELATED
M
I" AND UME. AMENDMENTS TO SOIL RECOMMENDED By USDA SHALL BE INCORPORATED INTO SOIL TO
P TE VIGOROUS VEGETATION AND PLANT GROWTH. RECORDS OF TESTS AND AMENDMENTS PROVIDED BY
CONTRACTOR SHALL BE PROVIDED TO THE ENGINEER.
4. LANDSCAPI PLANTINGS SHOWN HEREON SHALL BE INSTALLED DURING FALL SEASON OR EARLY WINTER IF
POSSIBLE FOR MAJUMUM LANT SUR"I ABILITY.
5. THE CONTRA OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS AND
FILL PLAC MENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE GECTECHNICAL
ENGINEER'S RECOMMENDATIONS OR THESE PLANS. WHICHEVER IS MORE STRINGENT. EMBANKMENTS FOR
BASINS SHALL BE PLACED IN 6 INCH LOOSE LAYE AND SHALL BE COMPACTED TO A DENSITY OF NO
LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF � OR -
TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. THE
CONTRACTOR SHALL TAKE PHOTOG HS OF THE OUTLET STRUCTURE AT ALL PK45ES OF INSTALLATION
AN SHALL RETAIN WITH rEOTECHNKAI_ TESTING DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL
SHIPPING RECORDS AND SPECIFICATIONS FOR THE OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL
OF THE ABOVE DATA MAY BE REQUIRED AS PART OF THE MUNICIPALITY AS -BUILT PROCESS AND SHALI_
BE MADE AVAILABLE TO THE ENGINEER UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE
DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST.
6. TOLERANCES FOR FINAL GRADES SHALL BE WITHIN /, 0.20 FEET. THE TOWN OF MORRISVILLE Wu�
REQUIRE AN ASBUILT SURVEY OF THE CONSTRUCTED Er DETENTION BASIN THEREFORE STRICT
ADHERENCE TO THE GRADI ON THIS PLAN AND THE TOLERANCES SPECIFIED HEREON SMALL BE
REQUIRED PRIOR TO CERTIFICATION BY THE ENGINEER THAT THE WET DETENTION BASIN HAS BEEN BUILT
IN COMPLMCE WITH THESE DRAWINGS. UPON COMPLETION OF THE FINAL CRADI= RIOR TO
SU F
PLACEMENT OF ANY PLANT M ) E C OR SHAUL CO CT THE SUF R TO SURVEY THE
ASBUILT CDNST BASI��
RUCTED WET DA!W E CONTRACTOR SMALL NOTIFY THE ENGINE R THAT THE
CONSTRUCTED WET DETENTION BASIN HAS BEEN COMPLETED AND THE ENGINEER SHALL EVALUATE THE
ASBUILT SURVEY DATA FOR COMPLIANCE WITH THESE DRAWINGS. IF THE WET DETENTION BASIN IS FOUND
TO BE OUT OF COMP ANCE WITH THESE DRAWINGS. THE CONTRACTOR SHALI_ REGRADE THE WET
DETENTION BASIN AS NECESSARY TO BRING THE WET DETENTION BASIN INTO COMPLIANCE WITH THESE
DRAWINGS. THE COST OF ANY ADDITIONAL SURVEY 08 ENGINEERING EVALUATION REQUIRED RESULTING
FROM INCOMPLETE DR INCORRECT GRADING OF THE WET DETENnON BASIN SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
=DT;: BE
As - a& -'A
Yt X�S=
M 3UAW317M
reersaw
as
11
DDV M. waa %D\
7:1
3
3024"
CROSS�SECTION OF WETPOND
Nor . �
PIPE SCHEDULE
inlet row
_ Up
Inletill) Inkal)
up D-
Top LI limantUp ImmrtDn Slos Pipe
Ift) (h) Ift) (I.) Material
Length
(Ift)
Slope
11%)
Pipe End
3720074500J AND 3720075500J DATED MAY 2,2006
Drainage
Am.
Land Use Amas (u)
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN
Design Storri Flows Ids)
<
KM/JB
46
45
2g_
327�45
3262_
24
RCP IN
79.73
13
KM/JB
45
44
_L32
334F29
326.45
325.60
24
RCP 111
61.86
137
MH/JB
44
43
332.17
325.50
314,80
24
RCP III
18D.65
S.92
MH/JB
43
42
323.60
314.70
312.10
24
RCP 111
67.78
3.84
MH/J8
42
41
320.74
312mOD
305o2S
24
ROP 111
8118
8.11
MH/Ja
41
40
310.50
304.50
302.00
24
RCP 111
60.27
4.15
NCDOTCl
39
37
330.27
325.20
319.70
15
RCP 111
118.34
4.65
�CDOTCI
38
37
324.49
319.115
319.60
15
RCP 111
32.83
0.79
NCDOTC1
37
32
324.67
319.50
318.10
15
RCP 111
80.47
1.74
DROP INLET
36.1
36
32530
32D.10
319.80
15
RCP 111
30.08
LOD
DROP INLET
36
35
325.57
319.70
31850
" SO
15
RCP 111
12 .82
0.95
NCDOTCI
35
_34-
326.01
-
318.25
316.70
1 8
REP !1!
132487
NCDOTCI
34
32
323.n
314,40
313.171
18
REP H!
6L95
1.05
NCDOTCI
33
32
322.98
314,ES
314.55
18
ROP 111
1&35
L63
PM/JB
L2
31
3Z3b4O
312100
I
31O.ED
E324.15
24
N III
27.33
7.32
SCMOutlet
30
29
311.50
303.00
302.72
24
Rcp 111
'4'89
0.51
NCCIOT 0 Double
28
26
332.22
326.20
15
RCP 111
203
20176
101
NCDOT CI
27
26
335.61
330.10
328.30
15
RCP !1!
17539
1603
NCDOT Cl
26
25
333.84
324.05
BS
322.85
1.5
RCP 111
119.77
1.00
DROP INLET
25
24
331.50
322.75
321.60
18
RCP 111
112.26
1.02
MH/IB
24
23
330.0)
320.10
319b9O
18
RCP 111
19.19
1.04
NCDOTCI
23.2
23.1
327.79
322.90
322&SS
15
RCP !1!
30.83
1.14
NCDOTCI
23.1
23
327.67
322.45
321.75
15
RCP "1
6"45
1.05
NCDOTCI
23
20
328.73
329.80
319.20
24
RCP 111
59.55
1.01
DROPINUET
22
21
334.81
330.55
326.20
15
ROP III
12B.41
167
NCDOTCl
21
20
331.08
326.10
324.20
15
REP 111
97.44
2-17
NODDY
20
19
1 329..
319.10
318.25
24
RCP 111
30.83
2.76
C
NODOT C:
19
18
329.81 1
18.15
317,60
24
RCP 111
50.50
2*09
18
17
329.30 1
311SISO
307.50
24
RCP 111
9&02
9.48
NZIa O
16.3
16.2
340.65 1
335.75
333.05
15
RCP 111
190.38
1.42
NCDOTCI
16.2
16
"S
332.95
332 15
1.5
RCP 111
46.85
107
NCDOTCI
16.1
16
.43
332r55
332-3S
15
RCP 111 1
24.93
0,81
NCDOTLI
16
15
336.43
332.25
331.55
15
RCP 111
93.56
0.75
DROP INLET
15
14
k3377.95
337.31
330.35
329.25
15
RCP 111
108.31
1.02
NCDOTCI
F144.1
14
. SS
335.66
330.80
33GSS
15
REP III
24.�_
LOT
NCDOTO
14
13
S..
328m95
327.60
18
RCP H!
78.30
1.72
NCDOTCI
13
8
332.77
327.50
324.50
19
RCP 111
90.47
3.32
FES
.
12
U
327*79
325.85
322.90
15
RCP 111
76.01
3.88
YARDINLET
11
10
325.57
322.80
320.20
1.5
RCP III
27.��_
9.33
NCDOTCI
10
9
325.08
320.10
319.90
15
RCP 111
24.93
0.81
NCDOTCI
9
8
325.08
319.9D
319.OD
18
RCP 111
111.37
0.72
MH/JB
a
7
330.53
318.90
317.80
24
RCP 111
1 109.82
1.0)
YARD INLET
6
324.65
317.70
316.35
24
RCP 111
133.99
1.01
NCD0TCI
6
K7
5
326w13
316.25
315.90
24
RCP ]it
33.68
1.04
NCDOTCI
5
4.2
327.27
313.90
313.65
24
RCLIII
NCDOTCI
43
4,2
319.61
314.75
314,10
15
RCP III
64�
NCDOTCI
4,2
4.1
319.61
314M
31110
18
RCP !1!
2
2
MH/JB
4.1
4
325.81
312.60
311.70
24
RCP IN.
!fO
1! .27
YARDINUET
4
3
322.50
311.00
3O7mSO
24
RCP H!
50.08
6.99
SCIVIOutlet
2
1
31290
304.01)
303.67
36
RCP 111
57.40
0.57
WETPOND SUMMARY
T -as 0- v AAAAi =21pm-
-----------
4'
-7
OUTLET STRUCTURE #30 DETAIL
NOT TO SCALE
ED
d A-;
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PM/Post Design Pa mmetairs
DO DaST ON-SITE PER FIRM MAP PANEL
9R
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3720074500J AND 3720075500J DATED MAY 2,2006
Drainage
Am.
Land Use Amas (u)
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN
Design Storri Flows Ids)
<
ACCORDANCE WITH THE ACCEPTED POUCIES OF THE
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1"
CU.
CxZ
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8.07
4.73 3.34 0.00
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30,33
38. L4__
59m83
72.04
95.69
PR to Pond 2
2.60
1.66 0.94 0.00
Sir-.: D-
10.07
12.57
19.52
23.43
31.02 1
FAR to Bypass P.,
1.64 2.67 5.17
I'l-mg:
18.41
24,25
41.07
50.75
71.7�_
pould loutfaill
LAU I -Ass,
T ­f Cwy Milli., W-nd S -
0196
1.13
20.03
4&49
86.17
Porld 2 Clitfall
2,
2.96
4.86
16.24
21.94
30.09
PIT Final
10.67
6.39 4*28 OdO70
27.58
24.25
56.65
104,27
17MO 60
EX
20.36
2.95 1 1.89 1 15.5T-
---
22.46
31.12
56.78
71.71
1 92
SurfiWAs Area a Ford I
8,145
Design Stom Surfate EIL__Ions (ft)
F:board (ft)
309.38
530
311.33
3.75
312..
2.85
313.
1.69
313.75
1.33
314.08
1.00
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3,430
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311.99
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9R
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3720074500J AND 3720075500J DATED MAY 2,2006
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN
<
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TOWN OF MORRISVILLE PROJECT NO. 16-11000005/16-0006-S/C

_.. __
t0t`W 209.59' _ 230.15 ALS UPCfURCH, MARY
N36" E!£' y 'tr 2P2t r _ 1E3,462 �"F OR 3.?526 ACRES u3
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WETLANDS EXIST ON-SITE
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t P} mg �iPP Q1iE� FSR C�IVS Call CONSTRUCTION
�ry x � � WELL DB. 15752 PG, 726 ��rvlV�,� PROPERTY LINE ' REMOVED, T1®P. �
Thy BE ZONED: TCRTO BE REMOVED
ABANDONED
USE: VACANT i�EE TO BE PROPERTY LINE 0
ott ANN
S SS CERVICE � AREA TENONED, TYP � tr 20 pn T9 BE REMOVED OVERHEAD ELECTRIC RIGHT--OF-WAY Signature: Date: Z
46,562 SF OR 1.0659 ACRES X, �° DEDICATION M
Q TO BE ABANDONED 1� } TO 9E RENO D - � � ��n Q
tr 22 pn qtr 21 ro ` Town e Morrisville, Engineer Datellniteals � � Q
OVERHEAD ELECTRIC GUYS: (16,840 SF �
�� SQ tr t� n tr is o S.SCO TO BE RELOCATED $ng:
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tr 19 - tr /2 m� trip
p tr p- _ SCO; ANG? SS SERVICE r w _. En i neeri Q
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i.tr t� n Pr-ts ro TO ABANDONED Planning:
p NV 329.65
qtr is pn „ �E AB �OP�ED AND SS SERVECtc":: ,30.01' �
IBM TO BE A N�DONED � bw INV 330.35 ! Other (specify):
ti NCDOT Cl 100 FIRE HYDR,A�W- tr 20 pn 10' DIRT ROAD
r� r OVERHEAD ELECTRIC
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1 F GE BO_ TO BE REMOVED 10'. DIRT ROAD AND LIGHT POLE tr J6 its r 2i pn tr P wn
TIC 34 .06 _ - ,.• Rr 2� � V w
NV OUT '35.45 EL -.344 "2, INV 335.17 INV 334:33 TO RE REMOVED TO BE REMOVED cr i5 _
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TO BE REMOVED -�R BE RE OVkE) Pr z2 pn
ff , pn x o - �- Signature: Date: N
5' CONC SIDEWALK $g n 10 DIRT ROAD
" � � � INV 334. 16 p TO BE" REMOVED - , "� � c �
30 STD CSG tr 22 m1 D1Rr ,BOAC—, - Pr 2,r �» _ 4INV,,3- 14 o Town o€CAry Utihties, Water and Sewer
SEB TO BE REMOV RBA ; o n , INV .3JJ. O3 49 , VCy L
INV
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Engineering Ins ec?,onServicesmustbecontaeted 9 9 463-6907
ti u g p { 1 }at a minimum 24 hours U.
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INV 331.31 INV 337.02 __ � ss — �° Pss �_� � � �. ca ,, ;_ � - � ,, • __.. T , N _..
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TO�BE EMOVED ' . ,
TO � REMOVED �G - - _ — A f �— ELECTRIC

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INV IN ,330.17 ' TO BE RELOCATED -EX, 4' DIA. SS MH 103
!NV OUT 321.88 R
' iOP 335.46 TV PEDESTAL RANSFORMER NCOOT Cl29 N C
TO BE RELO TM �� M , p
INV OUT 330.14 \ hFCDOT ClCf 32 F-
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INV IN 329.49 FIBER OP77C MARKER TIC 334.11 BALE Btu FEET UJI
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TBM !NV OUT 329.4 t k v
EX. 4' DIA. ss MH 105 TO BE RELOCATEtJ = O
I FIRE &"DRANT 5
j EfP TOP 337.81 FLANGE BOLT
l JG I INV OUT 3,30<97 ELEV - JJZ87 D 25 50 100 150 200 to
LIOTOWN OF MORRISVILLE PROJECT N® 0005/16-0006-S/C

340
M.
HATCHED AREA DENOTES
ALTERNATIVE BUFFER AREA
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PROPOSED PROFILE CENTERLINE
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AT LEAST : INCHES
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THE BOTTOM OF STORM SEWE PIPE WHEN HORIZONTAL SEPARATION IS 3 FEET OR
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# SANITARY a t.
LESS FROM EXISTING O i STORM'
340 EXISTING PROFILE CENTERLINE
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PROFILE
"R — EXISTING PROFILE ALONG R.O.W. RIGHT
SANITARYTHE BELOOR THE SANITARY IS # #`
Signature: Date:
SANITARY SEWER SHALL BE DUCTILE '#CONCRETE4.
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Town of Morrisvi , , Town Engineer
HAVING A 6" CLEARANCE.
1
CONSTRUCTION NOTES
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PIanni ng,
RM
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5.00 LF
12" DIP
0.36% 290
0r1012+00
SEWERS1SANITARY Y AT LEAST 10 FEET LATERALLY FROM EXIS71NG OR
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WHERE WATER MAIN i , R OR STORM SEWER CROSS, i VERTICAL
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SEPARATION IS LESS THAN 18 INCHES, OR THE WATERLINE PASSES UNDER THE
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5.00 LF
12" DIP
0.36% 290
0r1012+00
SEWERS1SANITARY Y AT LEAST 10 FEET LATERALLY FROM EXIS71NG OR
PROPOSED WATER MAINS UNLESS THE ELEVATION OF THE TOP OF THE SEWER IS AT
18" BELOW THE 150" � OF T�EWATER MAIN W" A HORIZONTAL �SEFARATIPN
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WHERE WATER MAIN i , R OR STORM SEWER CROSS, i VERTICAL
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SEPARATION IS LESS THAN 18 INCHES, OR THE WATERLINE PASSES UNDER THE
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SANITARY SEWER, BOTH THE ER MAIN AND SANITARY SEWER $HALL BE DUCTILE IRON
LU
PIPE, EQUIVALENT TO WATER IN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE AT THE POINT '
1 SANITARY SEWERS SHALL HAVE THE TOP
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OF #
AT LEAST : INCHES
THE BOTTOM OF STORM SEWE PIPE WHEN HORIZONTAL SEPARATION IS 3 FEET OR
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Town of Morrisville
# SANITARY a t.
LESS FROM EXISTING O i STORM'
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1, CROSS,
STORMt# AND VERTICAL SEPARATION a INCHES WITH
SANITARYTHE BELOOR THE SANITARY IS # #`
Signature: Date:
SANITARY SEWER SHALL BE DUCTILE '#CONCRETE4.
0
0
U.
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0
Town of Morrisvi , , Town Engineer
HAVING A 6" CLEARANCE.
1
ALL MANHOLETOFs ARE To SE FLUSH WITH FINAL LIFT OF OR • ABOVEA
•
GRADE N NATURAL GROUND,
PIanni ng,
5ALL •R • ACCORDANCE i #RAND
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Other (specify):
THE STATE OF NORTHa« -. STANDARDS ,.. SPECIFICATIONS.
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Signature: Date:
Town of Cary Utilities, Water and Sewer
WETLANDS EXIST ON -SI TE
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APPROVED T 1 IV
Signature: Date:
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Town of Morrisvi , , Town Engineer
Q tg Initials
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Engi neeri ng;
PIanni ng,
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Other (specify):
Signature: Date:
Town of Cary Utilities, Water and Sewer
Engineering Inspection Service -s must be contacted [phone] at
to the commencement O a ny
a minimum 24 hours
H
M
prior construction activities.
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TOWN OF MORRISVILLE PROJECT NO. 16-11000CVC
005/16-0006-,