20180767 Ver 2_401 Application_20191122

�DECOSYSTEMS
CAROLINA
Ms. Jean Gibby
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest NC 27587
3040 NC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 — F:919-585-5570
November 18, 2019
NOV 2 2,_?o19
RE: Pre -Construction Notification Amendment: Nationwide Permit 29 anduction
Certification No. 4139
Gill Plantation Subdivision
Franklin County, North Carolina
Dear Ms. Gibby:
Carolina Ecosystems, Inc., on behalf of the Capital Land, LLC and FLM Engineering, has
prepared the attached Pre -Construction Notification (PCN) amendment for the above referenced
project for a Clean Water Act (CWA) Section 404 Nationwide Permit (NWP) 29. The site is
located along Mays Crossroads Rd in western Franklin County. The project would help to meet
housing demands for residences in the rapidly growing Triangle region of North Carolina.
The project would require impacts associated with a road connection between the proposed
subdivision and a neighboring community to the south. Per Franklin County, additional access
was required to the community and an existing easement extending off Cedarhurst Lane will be
utilized to facilitate the connection. The location of this crossing is fixed by the existing road
easement south of this project. In order to access the easement from the northern property, an
intermittent unnamed tributary of Cedar Creek (SC) must be crossed. As originally proposed,
this impact was not included in design plans and the stream in question a was to be avoided
altogether. However, during plan review with Franklin County staff, a direct connection to the
adjacent subdivision was requested, requiring the crossing of SC.
This is a two-phase project, and the impacts associated with this crossing would be included in
Phase II. Construction plans reference Phases 2B and 3 due to Franklin County utility allocation
limits (only 50-lots at a time). Project Phase I included 73 lots (utility Phases 1 and 2a), and
Project Phase II includes 74 lots (utility Phases 2b and 3). However, permitting and design are
proceeding as two phases.
The attached PCN form has been updated to include all previously permitted (AID SAW-2018-
01102, and DWR #18-0767) and currently proposed unavoidable impacts. The impact
discussions provided below are based on impact numbering presented in Tables C.2 (wetland
impacts), C.3. (stream impacts), and CA. (buffer impacts). Two wetlands and three unnamed
tributaries of Cedar Creek in the Tar -Pamlico River Basin occur on the property.

,
Gill Farm Subdivision Page 2 of 4
November 18, 2019
Impacts
Table C.2.
Wetland Impacts W1 and W2 were both approved via AIL? SAW-2018-01102, and DWR 418-
0767. No additional wetland impact is proposed.
Table C.3.
Stream Impact S1 was approved via AID SAW-2018-011.02, and DWR #18-0767. The USFWS
agreed to a May Affect Not Likely to Adversely Affect (MANLAA) determination for this
crossing, discussed below.
Stream Impact S2 would be a perpendicular road crossing of SC and permanently impact 79
linear feet of intermittent stream to accommodate a new 64 linear foot, 30-inch diameter,
concrete culvert (Engineering Exhibit EX-1). As shown in cross-section A -A on Exhibit EX-1,
the culvert would be buried 6-inches below the natural stream bed to preserve aquatic life
passage. No bed hardening via riprap within Stream SC is proposed.
Stream Impact S3, a temporary impact associated with construction of S2, would be an
additional 24 linear feet of stream SC would be temporarily disturbed during construction to
accommodate a stream pump -around (see detail on Exhibit EX-1).
Table C.6.
CA Buffer Impacts
Buffer
Impact
number -
(P/T)
Reason for Impact
B1(P)
Conversion
B2 (T)
Construction
B3 (T)
Road Crossing
B3 (P)
Road Crossing
B4 (P)
Road Grading
B4 (T)
Road Grading
B5 (P)
Mail Kiosk Grading
B5 (T)
Mail Kiosk Grading
Zone I
Zone 2
Buffer
Impact
Impact
Stream
Mitigation
(square
(square
Name
Required
feet)
feet)
SD
No
675
454
SD
No
2,004
1,304
SC
No
1,000
384
SC
No
4,036
1,863
SC
No
0
1,579
SC
No
0
449
SC
No
0
800
SC
No
0
362
Total Buffer Impacts:
7715
7195
Buffer Impacts B1 and B2 were approved via DWR #18-0767.
Buffer Impact B3 (refer to updated Table C.6. below) would include temporary and permanent
impacts associated with a road crossing. The total length of this crossing is less than 150-feet,
and less than 1/3 acre in size, and would therefore be considered `Allowable' per 15A NCAC
02B .0259. Permanent buffer impact areas include a Zone 1 buffer impact of 4,036 square feet
and Zone 2 buffer impact of 1,863 square feet associated with a perpendicular road crossing of

Gill Farm Subdivision Page 3 of 4
November 18, 2019
stream SC. This stream would also have a temporary buffer impact of 2,004 square feet in Zone
1 and 1,304 square feet in Zone 2.
Buffer Impact B4 would include roadside grading along an interior subdivision road. Grassed
swales would be installed along the road, and direct stormwater to a stormwater control measure
as shown on the attached Construction Plans (Exhibit C-7 Grading and Drainage, Exhibit C-20
Stormwater Management Details). All stormwater would be treated via stormwater wetland prior
to discharge and is considered `Allowable' per 15A NCAC 02B .0259.
Buffer Impact B5 would include slope and drainage grading within Zone II of the buffers. Slopes
adjacent to the Kiosk would be stabilized as shown on Exhibit C-8. A grass swale around the
facility would transfer stormwater to the stormwater control measure depicted on Exhibit C-20.
This impact is considered `Allowable' per 15A NCAC 02B .0259.
Avoidance and Minimization
A temporary pump around would be utilized to install the culvert line near Stream SC and
temporarily dewater 24 linear feet of Stream SC (Attached Impact Exhibit EX and Construction
Plan Detail on sheet C-24). Work would be preformed during dry conditions with no
precipitation in the immediate forecast to the extent practicable. No riprap stabilization is
proposed in the streambed.
Sediment and erosion control measures would be implemented according to NC requirements,
and approved by NCDEQ prior to implementation. Jurisdictional areas (Stream SC), including
all non -impacted Zone 11 buffer areas, adjacent to construction would be clearly marked with
protection fencing (Construction Plan sheet C-8) to avoid inadvertent encroachment. Copies of
permits and impact areas would be provided to the prime contractor and all subcontractors
working in or near jurisdictional areas. Land clearing would take place along with installation of
erosion control devices. Construction would be accomplished using typical equipment including
excavators, backhoes, and dump trucks. Additional equipment may be used as required.
Stormwater wetland BMPs are proposed on the project due to their exceptional performance at
removing sedimentation and pollutants. The nitrogen removal efficiency of stormwater wetlands
(-40%) exceeds what is required to satisfy riparian buffer diffuse flow regulations (30%).
Stormwater wetlands also provide exceptional phosphorus removal.
During review of the initial application, the US Fish and Wildlife Service was contacted by
USACE requesting comment relative to NLEB, Schweinitz's sunflower, Dwarf wedgemussel,
and Tar -River spinymussel. On July 2, 2018 the USFWS concurred with a Situation 2 NLEB
(outside of a red HUC and no pile driving, blasting, or percussive activities), and MANLAA for
freshwater mussels on the condition work would be completed within one day during low -flow
conditions with no precipitation in the immediate forecast. Construction of that line was
completed as agreed and has been certified by both the'design engineer and Franklin County. A
new search of NC NHP Tier 1 data indicates no new species have been identified in the area and
no previously unaddressed impact would result.

Gill Farm Subdivision
November 18, 2019
Page 4 of 4
The preceding information, along with the enclosed Pre -Construction Notification form, Vicinity
map, USGS map, Jurisdictional Features map, impact drawings, and erosion sediment control
plan sheet C-10 & C-I I are being submitted for your review of this project.
If you have any questions or need additional information, please contact me at your earliest
convenience at [phone] or [e-mail].
Sincerely,
Carolina Ecosystems, Inc.
Chris Hopper
Senior Environmental Scientist
cc: Mr. Mac Haupt, NCDWR, 401 & Buffer Permitting Unit
Attachments:
- Pre -Construction Notification Form
- Agent Authorization Form
- USACE Action ID: SAW-2018-01102
- NCDWR WQC No. DWR #18-0767
- NC Natural Heritage Program Search Report NCNHDE-10713
- Figures
o Project Vicinity
o USGS Map
o Features Map
- Engineering Exhibit (EX-1): Gill Farm Subdivision Impact Exhibit
- Construction Plans: Gill Farm Phases 2B & 3 (FLM Enginering)

Q�Q� W �T fi�QL
r
Office Use Only:
Corps action ID no.
DWQ project no.
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:
❑X Section 404 Permit ❑ Section 10 Permit
1 b, Specify Nationwide Permit (NWP) number: NWP 29 or General Permit (GP) number:
1 c. 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):
❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ❑X 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.
❑ Yes ❑X No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ®No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a. Name of project:
Gill Farm Subdivision Phases 26 & 3
2b. County:
Franklin
2c. Nearest municipality / town:
Youngsville
2d. Subdivision name:
Gill Farm Subdivision
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Gill Richard Braxton III
3b. Deed Book and Page No.
book 2000/page 159
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
1524 Mays Crossroads Rd
3e. City, state, zip:
Franklinton, NC 27525
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 1 Q
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑X Other, specify: Developer
4b.
Name:
Thomas M. Rahill
4c.
Business name
(if applicable):
Capital Land, LLC
4d.
Street address:
602 Holden St
4e. City, state, zip:
Raleigh, NC 27604
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a. Name:
Chris Hopper
5b. Business name
(if applicable):
Carolina Ecosystem, Inc.
5c.
Street address:
3040 NC Hwy 42 West
5d.
City, state, zip:
Clayton, NC 27520
5e.
Telephone no.:
919-359-1102
5f.
Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1863-97-9807
1 b. Site coordinates (in decimal degrees):
I Latitude: 36.049857 Longitude:-78.425079
1 c. Property size:
40.7 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Cedar Creek
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Tar -Pamlico
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 site is forested/pine plantation. The vicinity is mostly forested with residential, commercial, and agricultural development throughout.
3b. List the total estimated acreage of all existing wetlands on the property: None
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 437
3d. Explain the purpose of the proposed project:
The road crossing requested was mandated by Franklin County during their review of Phases 2B & 3 preliminary development plans.
3e. Describe the overall project in detail, including the type of equipment to be used:
See cover letter.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments: JD submitted May 18,2018
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Greg Price, Rob Crowther, Jackson Mathis
Agency/Consultant Company: Carolina Ecosystems, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
NC Buffer Determination: RR0#18-073 (March 28, 2018). A JD was not completed as part of permit SAW-2018-01102 (attached)
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
N Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
USACE AID: SAW-2018-01102 NCDWR 401/Buffer Approvals: DWR #18-0767 -see cover letter for discussion.
6. Future Project Plans
6a. Is this a phased project?
❑X Yes ❑ No
6b. If yes, explain.
See cover letter for discussion.
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):
❑X Wetlands ❑X Streams — tributaries Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
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)
—Temporary
W1 P
Conversion
Bottomland Hardwood Forest
Yes
Corps
0.01
W2 T
Construction
Bottomland Hardwood Forest
Yes
Corps
0.02
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:
0.03
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)
S1 T
Construction/Pump-Around
SD
PER
Corps
30
41
S2 P
Culvert
SC
INT
Corps
5
79
S3 T
Construction/Pump-Arounc
Sc
INT
Corps
5
24
S4
Choose one
S5 -
Choose one
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
144
3i. Comments:
See cover letter for discussion.
Page 4 of 10
RCN 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 below.
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)
O1
Choose one
Choose
O2 -
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 construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
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, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑X Tar -Pamlico ❑ Catawba ❑ Randleman ❑ 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
B1 -
B2 -
B3 -
B4 -
B5 -
B6 -
6h. Total Buffer Impacts:
6i. Comments: See cover letter for Table C.6. and discussion.
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.
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?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ 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.
❑ 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
® Yes ❑ 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.
Stormwater wetland BMP is proposed due to exceptional nutrient removal. This complies with NCDEQ
❑ Yes ❑R No
Options for Meeting Diffuse Flow Provisions of the Stormwater and Riparian Buffer Protection Programs
(March 7, 2014).
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
2b. Does this project require a Stormwater Management Plan?
0 Yes ❑ 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:
Basin will be converted to a stormwater wetland and all temporary diversion ditches will be converted to roadside ditches by re -installing liners, if
necessary. NPDES Construction Stormwater General Permit NCG010000.
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Franklin County
❑ Phase II
NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
® Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® 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?
❑ Yes ❑ No
Page 8 of 10
PCN Form —Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X 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
❑ Yes ❑ 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
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ®No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
El Yes ® 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
❑ Yes ❑X 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.
The project would provide residential homes. Once construction is complete (undetermined), no additional development would be supported.
4. Sewage Disposal (DWQ 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.
Lots will be connected to Franklin County water and sewer. The minimum depth of cover for gravity sewers will be 4'. Any gravity sewer within 50' of
surface water or wetlands will be constructed with ductile iron pipe. The minimum distance between the sanitary sewer line and storm drainage is 2'.
Page 9of10
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
EJ Yes OX No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑X Yes ❑ 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?
USFWS website https://www.fws.gov/raleigh/species/cntylist/franklin.htmi. NC Natural Heritage Program GIS data updated January 2018.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http:/AAfww.habitat.noaa.gov/protection/efh/habitatmapper.html
7, Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
® Yes ❑X No
status (e.g., 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?
HPOWEB Map Service http://gis.noder.gov/hpoweb/. National Register of Historic Places http:l/www.nps.gov/nr/research/,
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
pX Yes ® No
8b. If yes, explain how project meets FEMA requirements:
The proposed sanitary sewer line will be installed below grade. Project engineers will work with Franklin County to ensure compliance with the local
floodplain ordinance.
8c. What source(s) did you use to make the floodplain determination?
Franklin County FEMA GIS floodplain mapping, North Carolina Floodplain Mapping Program hftp://www.ncfloodmaps.com/
��►r�s �P , c��
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Applican Agen ' Printed Name
Date
Applican �genfignature
isii�a-trrd
(Agent's signature only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

IAA OL,INA 3040 NC Hwy 42 West; Clayton, NC 27520
ECOsy 'T'E s9 INC. P:919-359-1102 — F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address 1524 Mays Crossroads Road
and/or Description
Parcel Identification 1873-17-9911
Number(s) (PIN)
City: Franklinton State: NC County: Franklin Property Size (Acres): 122.8
Proverty Owner Information.
Owner: ® Authorized Agent*
Name: GiH-Rwhard-JJ=%tor -HJ- /yM /fi5 e
Title:
Street Address: 1524 Mays Crossroads Rd.
City: Franklinton State:NC Zip Code:27525
*Written proof of authorization from owner required.
Authorization
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the
U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.
Additionally, I hereby grant Carolina Ecosystems, Inc. (CEI) staff, their designated contractors and representatives, as
well as other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting on -site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of
environmental information, documents, and/or permit requests concerning the above listed property. These services may
include regulatory determinations of environmental features on my property such as issuing a determination associated
with streams and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant such access. I have made CEI aware of, and supplied all available records related to, previous
environmental investigations on the subject property of which I have knowledge.
Owner/Agent (signature) It Date.

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-01102 County: Franklin County U.S.G.S. Quad: Franklinton
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Pennittee: Thomas Rahill
Capital Land, LLC
Address: 602 Holden Street
Raleigh NC, 27604
Size (acres) 79 (approximately) Nearest Town Youngsville
Nearest Waterway Camping Creek River Basin Pamlico
USGS HUC 03020101 Coordinates Latitude: 36.050891
Longitude:-78.420412
Location description: The 79 acre site (approximate) identified as the Gill Farm Subdivision is located approximately 2000
feet northwest of the Mays Crossroads Road Peach Orchard Road intersection, near Youngsville, Franklin County, North
Carolina (see attached plans; 6 pages).
Description of projects area and activity: This authorization is for temporary and permanent impacts to jurisdictional streams
and wetlands associated with the construction of a residential subdivision as follows: Sewer line Crossing #1: Stream SD 41-
linear feet of temporary impact for the installation of an 8 " sanitary sewer line to include dewatering; Wetland WB-763
square feet (0.02 acre) of temporary impact for the installation of an 8" sanitary sewer line and 490 square feet (0.01 acre) of
permanent impact for conversion of forested wetland.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number: NWP 29 Residential Developments
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND/OR SPECIAL, CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated May 31, 2018, including the signed application
page received on June 7, 2018. Any violation of the attached conditions or deviation from your submitted plans may subject
the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
Special Conditions:
1. All work within the permitted stream area must be completed within a single day during low flow conditions and
with no precipitation in the immediate forecast.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional
general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below,
provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and
conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to
commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve dhe permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.

If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Andrew Williams at [phone] or Andrew.E.Williams2(iDusace.army.mil.
n+nhw^.a MWAu+w.nm[Wqwr iv>
Corps Regulatory Official:
Date: July 19, 2018
Expiration Date of Verification
March 18, 2022
A. Determination of Jurisdiction:
❑ There are waters, including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide pen -nit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any
work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (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.
3. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (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.
4. ® A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you
may request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. ❑ The aquatic resources within the above described project area have been identified under a previous action. Please reference
the approved jurisdictional determination issued . Action ID: SAW-
B. Basis .For Jurisdictional Determination: N/A. An Approved JD has not been completed.
C. Remarks: None
D. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The del ineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).
If you object to this determination, you may request an administrative appeal under Carps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) forth. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room IOM15
Atlanta, Georgia 30303-8801
Phone: [phone]

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not Applicable.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. ` Digitallyslgned by WLLIAMS.ANDREW.E.1244561655
DN: c=U5, Government, a J ou6
,ou=USA,cn=W1LLIAMSANDREW.E2456155
Corps Regulatory Official: Date: 2018.07.191339:15-04'00'
Andrew Williams
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http•//corp,smapu.usace.army.mil/em a12ex/f`?p=136:4:0.
Copy furnished (via email):
Stephanie Goss
North Carolina Department of Environmental Quality
Water Resources Water Quality Regional Operations Section
1628 Mail Service Center
Raleigh, North Carolina 27699-.1628
Chris Hopper
Carolina Ecosystems, Inc.
3040 NC Hwy 42 West
Clayton, North Carolina 27520
Kathy Matthews
US Fish and Wildlife Service
P.O. Box 33726
Raleigh, North Carolina 27636-3726

Action ID Number: SAW-2018-01102 County: Franklin County
Permittee: Thomas Rahill
Capital Land, LLC
Project Name: Capital Land, LLC/Gill Farm Subdivision
Date Verification Issued: July 19, 2018
Project Manager: Andrew Williams
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:
US ARMS' CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Andrew Williams
3331 Heritiage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

i�i+r,.c v'a'"'.��?°Mn'f..«...
Applicant: Thomas Rahill Capital Land, LLC File Number: SAS/-2018-01102
Date: July 19, 2018
Attached is:
See Section
below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The:fvllowing iderit fieS�3oLr rtghtsend oPt�o�s rr�ardtng an adnt—'strat' appal of the above d�crston
Additicn4I.Jnforin�taon`trlay b fc tztad ni h � usace atn�v t t�l�l4l�s actns Ci �zl r� k!� /fie&ulat�aa —i-o man dl�erra�t
,Corps regulations at 33 CFR Part 31.,.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the distri(,t engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section I1 of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: if you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST,FOR APPEAL 6ii `OBJEC DONS 'JO,AN INITIAL' PROFFERED) PERIVITT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is alreadz in the administrative record.
POINT OF CONTACT FCjI QL'E TlONE:Off' NI f '!1iAT 01,
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Andrew Williams
CESAD-PDO
69 Darlington Avenue
U.S. Army Corps of Engineers, South Atlantic Division
Wilmington, North Carolina 28403
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to ,Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportuni to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For Permit denials, Proffered Permits and approved Jurisdictional .Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: liar. Jason Steele, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

M
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N Map Date: May 2018 Gill Plantation
CAROLINA Feet WetlandsPerennial Stream Revised: Franklin County, NC
ECOSYSTEMS 0 250 500 Study Area Intermittent Stream Revised:
Franklinton (2013) 1;24;000 Quadrangle Map Revised: Figure 2: USGS Map

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GILL FARM SUBDIVISION
1656 MAYS CROSSROADS ROAD
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YOUNOS'VILLETOWNSHIP
FRANKLIN COUNTY{ NO
CAPITAL LAND, LLC
IMPACT EXHIBIT

ROY COOPER
6 Governor
�L�
i �
MICHAEL S. REGAN
Secretary
" LINDA CULPEPPER
Water Resources Interim Director
ENVIRONMENTAL QUALITY _
July 20, 2018
DWR #18-0767
Franklin County
Gill Richard Braxton 111
1524 Mays Crossroads Road
Franklinton, NC 27525
Midyette Carlton
4801 Green Tunnel lane
Raleigh, NC 27613
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE TAR-PAMLICO RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B .0259) WITH ADDITIONAL CONDITIONS
Gill Plantation Subdivision
To Whom It May Concern:
You have our approval for the impacts listed below for the purpose described in your received
by the Division of Water Resources (Division) on June 4, 2017 with payment received on June 5,
2018. The impacts are covered by the attached General Water Quality Certification Number
4139 and the conditions listed below. This certification is associated with the use of
Nationwide Permit Number 29 once it is issued to you by the U.S. Army Corps of Engineers
(USAGE). Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification, General Permit and/or Buffer Rules are met. No
other impacts are approved, including incidental impacts.
Di%7sion of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org/web/ivq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location. 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Gill Plantation Subdlvision
DWR #18-0767
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
Wl-Sanitary Sewer/Easement
0.01(acres)
0 (acres)
W2-Construction for Sanitary Sewer
0 (acres)
0.02 (acres)
Stream
S1-Sanitary Sewer -Pump Around
0 (linear feet)
41 Linear feet)
Buffers — Zone 1
B1-Sanitary Sewer/Easement
675 (square feet)
0 (square feet)
132-Construction for Sanitary Sewer
0 (square feet)
2,004 (square feet)
Buffers — Zone 2
B1- Sanitary Sewer/Easement
454 (square feet)
0 (square feet)
132- Construction for Sanitary Sewer
0 (square feet)
1,304 (square feet)
2. Stormwater Management Plan (SMP) Approval from Local Community Required
The stormwater management plan (SMP) must be approved by Franklin County and meet
the requirements of this Certification. The SMP may not be modified without prior written
authorization from Franklin County. [15A NCAC 02H .0506(b)(3)]
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500, [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]
6. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may be
required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and General Certification
and is responsible for complying with all conditions. 115A NCAC 02H .0501 and .0502]

Gill Plantation Subdivision
DWR 918-0767
401 AND BUFFER APPROVAL
Page 3 of 4
This approval and its conditions are final and binding unless contested.
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 150B by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at httD://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
if sending by First Class !Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings,
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition mast also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
if sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DWR•-401 & Buffer Permitting
Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DWR —401 & Buffer Permitting
Branch
512 N. Salisbury Street
Raleigh, NC 27604

Gill Plantation Subdivision
DWR #18-0767
401 AND BUFFER APPROVAL
Page 4 of 4
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Tar -Pamlico Riparian Buffer Rules as described in 15A NCAC 02B .0259. Please contact
Stephanie Goss at 919-791-4256 or [e-mail] if you have any questions or
c91th
SD
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 41.39
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, Ste. 105; Wake Forest, NC 27597
DWR RRO 401 files
DWR RRO 401 & Buffer file via Laserfiche
Thomas M. Rahill, Capital Land, LLC, 602 Holden Street, Raleigh, NC 27604
Chris Hopper via e-mail at chris.hopper(a)carolinaeco.com

rs� Roy Cooper, Governor
NC DEPARTMENT OF
119 Susi Hamilton, Secretary
Palm NATURAL AND CULTURAL. RESOURCES
Al aWalter Clark, Director, Land and Water Stewardship
NCNHDE-10713
November 18, 2019
Christopher Hopper
Carolina Ecosystems Inc
3040 NC Hwy 42 W.
Clayton, NC 27520
RE: Gill Plantation Subdivision Phase II
Dear Christopher Hopper:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/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. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https•//www fws_gov/offices/Directory/ListOffic.Qs.cfm?,gtatecode=37.
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, Registered Heritage Area, Clean Water Management Trust Fund
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 rod ney.butlerna ncdcr.00v or 919-707-8603.
Sincerely,
NC Natural Heritage Program
4� aKSI'w , _Ifs"+it;`�, hs�„:�w..�i � �i.L:�f�ra, d5?.� �?r"'£. _.? t��l . �:'�"t�.?a?��.Bi.M k�i' rX'`�, �,°,� 1„��e;�r�•. i ��..m,�i�rs?

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Gill Plantation Subdivision Phase II
November 18, 2019
NCNHDE-10713
Element Occurrences Documented Within a One -mile Radius of the Project Area
Animal 32239 Waterbird Colony --- 2010-04-19 C 5-Very --- ---
Assemblage Low
Dragonfly or 33749 Somatochlora Coppery Emerald 2004-Pre H? 5-Very --- Significantly G3G4 S2?
Damselfly georgiana Low Rare
Natural Areas Documented Within a One -mile Radius of the Project Area
TAR/Cedar: Creek Aquatic Habitat R5 (General) C4 (Moderate)
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.org/content/­help. Data query generated on November 18, 2019: source: NCNHP, Q4 Oct 2019.
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-10713: Gill Plantation Subdivision Phase II
November 18, 2019
Project Boundary
Buffered Project Boundary
E] NHP Natural Area (NHNA)
Page 3 of 3
1:25,538
0 0.2 0.4 0.8 mi
0 0.35 0.7 1.4 km
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS.
FAO, NPS, NRCAN, GeoBass, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
MET', Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
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Cedar
C Cedar
reek
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iv
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Lat: 36.0517 / Long:-78.4149
i'w
Project Location:
Franklin County, NC
N
CAROLINA
ECOSYSTEMS Miles
0 0.5 1
May 2018
Cro,0ked C
Study Area
USGS Named Streams
Q'X-
Cvvv
Gill Plantation
Franklin County, NC
Figure 1: Vicinity Map

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N Map Date: May 2018 Gill Plantation
CAROLINA Feet
Wetlands "%ranCounty, Y�
i Perennial Stream Franklin CNC
ECOSYSTEMS 0 250 500 � Study Area Intermittent Stream
Revised:
Figure 2: USGS Map
Franklinton (2013) 1:24,000 Quadrangle Map Revised:

LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
— — — — — — EX. ADJACENT OWNERS
- - - - - - - - - - - EX. EASEMENT
— OHW— OHW— EX. OVERHEAD ELECTRIC LINE
W W EX. WATER LINE
EX. WETLAND
EX. CHANNEL/STREAM
-- -- --- EX. CHANNEUSTREAM BUFFER
EX. SURFACE WATER
PROP. RIGHT-OF-WAY
PROP. LOT LINES
- - - - - - - - - - - PROP. SETBACK LINE
- - - - - - - - - - - PROP. EASEMENT
-325- EX. MAJOR CONTOUR (5)
324- EX. MINOR CONTOUR IV)
325 PROP. MAJOR CONTOUR (5)
_._____....,...,.._324 ......,,-......-._,...,_ PROP. MINOR CONTOUR (1')
-"'-1--�-} PROP. STORM SWALE
PROP. STORM SEWER
® PROP.FLARED END SECTION (FES)
v PROP -HEADWALL (HW)
PROP. PERMANENT ZONE I BUFFER IMPACT
_j PROP. PERMANENT ZONE II BUFFER IMPACT
PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
NOTES
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON APRIL 9, 2019 & AUGUST 8, 2019.
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATED
BY CAROLINA ECOSYSTEMS, INC AND LOCATED BY CAWTHORNE,
MOSS & PANCIERA, PC.
3, PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH
NCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE MAINTAINED IN PROPER WORKING
CONDITIONS THROUGHOUT CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILY
IMPACTED FEATURES WITH NATIVE VEGETATION.
nm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NO LICENSE NUMBER C�222
PIP
t 33,r�a.-f PROP. TEMPORARY ZONE II IMPACT (B4) + 7 - (93 SQ. FT.) y� 1 REVISION HISTORY
��L-..."'� - (369 SQ FT) �T`. Oq'00,. o' _ sr REV
/ ` "'--a-.. ' ti N PROP. PERMANENT ZONE II IMPACT (BS) \\ a ' a DESCRIPTION DATE
_75 PROP. PERMANENT ZONE II IMPACT B4 U PROP. TEMPORARY ZONE II IMPACT (B4)
(800 SQ. FT.) ( I ) 1 REVISE IMPACT LABELS 11/15/2019
6 % �.� ',� .. (1,475 SD. FT.) '01 (56 SQ, FT `... \` �.� W ...,
PROP. TEMPORARY ZONE II IMPACT(B5) PROP. TEMPORARYZONEII IMPACT(B3)
/ (362 SQ FT.) -.- - (35 SQ FT)
-- - -
o �
PROP TEMPORARY ZONE IIMPACT (133)-
j (1e6 SQ FT.) PROP. TEMPORARY ZONE II IMPACT (B3) ss
345'
PROP PERMANENT ZONE I. r PROP. PERMANENT ZONE IIIMPACT (B3)
(1.760 SQ. FT) ) £< _ ) 11 h� (1,087 SQ, FT.)
I
PROP. IMPACT(B3) ROP. PERMANENT ZONE
ZONE I MPORARY
II IMPACT F7 ).. _
PROP 64 LF 30" CLASS III BOB (383 SQ. FT.)
P
1 _
�l CULVERT WITH HEADWALLS 4 \
< 3 1 SL ` o PROP. TEMPORARY ZONE II IMPACT (B4) J \
r�PE \ (24 SQ. FT)
. STREAM \
r�
EX M\ PROP. PERMANENT ZONE(22^76 SQT (FT.)- 31�E �. \
s \
PROP. TEMPORARY ZONE I IMPACT (33)--
' (204 SQ FT)
325..._
PROP- TEMPORARVZONEI IMPACT(B3)-
PROP. TEMPORARY ZONE II IMPACT (133) 1$ 7 � .. ' / y -..�� (227 SQ. FT.) _ ^� 1\ ORIGINAL PLAN SIZE: 24' X 36"
IMPACT TABLE
TEMPORARY
PERMANENT
STREAM SC (S2)
24 LF
79 LF
ZONE I BUFFER (B3)
i,WO SF
4,0W SF
m U
mQ
ZONE II BUFFER (B3)
384 SF
1,863 SF
ZONE I BUFFER (134)
0 SF
0 SF
ZONE II BUFFER (134)
449 SF
1,579 SF
O
ZONE I BUFFER (B5)
ESE
0 SF
ZONE II BUFFER (135)
362 SF
800 SF
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
BACKFILL PER NCDOT STANDARDS
PROP. HEADWALL WITH VIINGWALLS
PROP. 30"CULVRT
(BURIED 0.5 FT (E014) BELOW
THE EXISTING STREAM BED)
PIPE AND HEADWALL EX, UNDISTURBED SOIL
BEDDING PER NCDOT
STANDARDS
CROSS SECTION A -A
NO SCALE
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
20 10 0 20
SCALE. 1 INCH = 20 FEET
N SCALE ADJUSTMENT
BASE FLOW + 1'
SILT BAG
IF IT IS NOT r INCl ON S
(2' MIN.)
(OR OTHER APPROVED
sREET. AOnST YOUR SCALE
Acco E-Ly
DEWATERING DEVICE)
WATER LEVEL
WORK
DEWATERING
GILL FARM SUBDIVISION
AREA
.�-
STREAM
PUMP
PHASES 2B & 3
DIVERSION PUMP
INTAKE HOSE
1656 MAYS CROSSROADS ROAD
DIKE SECTION
INTAKE HOSE
YOUNGSVILLE TOWNSHIP
P P .,.
FRANKLIN COUNTY, NC
NOTES:
FLOW
1, PUMP AROUND DIKES SHALL NOT BE
WORK AREA LENGTH
SET OUTSIDE THE LIMITS OF
NOT TO EXCEED THAT
DI STURBANCEAMPACT LIMITS SHOWN
/ \
WHICH CAN BE COMPLETED
CAPITAL LAND, LLC
ON THE PLANS.
/
FLW�
IN ONE DAY'
.,....:
2. INSTALL PUMP AROUND DIVERSION
-
AND DEWATER THE CONSTRUCTION
ZONETHROUGH THE DEWATERING
""
DATE: 10-21-19
DEVICE. THE CONTRACTOR SHALL
SCALE
AS SHOWN
STAGE THE LIMITS OF THE PUMP
JURISDICTIONAL STREAM BED AROUND FLOW DIVERSION TO
SEDIMENT DIKE
DESIGNED BY:
FILM
DEWATER ONLY THAT SECTION
24" DIAMETER SUMP OR POOL
(SEE DIKE SECTION)
APPROVED BY:
FLM
SCHEDULED FOR THAT DAY'S WORK.
(12" TO 18" DEEP)
AT THE END OF EACH WORK DAY,
DISCHARGE ONTO A STABLE
PROJECT NO.:
18066
THE WORK AREA SHALL BE
VELOCITY DISSIPATOR MADE OF
SABILIZED, THE PUMP AROUND
CLEAN WATER DIKE
RIPRAP OR SANDBAGS
REMOVED, AND THE FLOW
RESTORED TO THE CHANNEL. WORK
(SEE DIKE SECTION)
IMPACT EXHIBIT
SHALL BE COMPLETED ONLY DURING
FORECAST PERIODS OF DRY
WEATHER
PUMP AROUND DETAIL
EX-1
NO SCALE
SHEET 1 OF 1

QO
Q
y�o
Y SITE
U ^
l Q
Uh
]U
oQ�
O CEOARHU
(SR ig QSTLN
Qpy.G OfsO
p0.15
HILL RD
(SR 1113)
VICINITY MAP
1" = 2000'
CONSTRUCTION PLANS
-WHASES 2B & 3
�A
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE, NORTH CAROLINA
• 1873-17-8247 ♦ 1863-97-9807
DEVELOPER:
CAPITAL LAND, LLC
CONTACT: THOMAS M. RAHILL
602 HOLDEN STREET
RALEIGH, NC 27604
321.239.9250
[e-mail]
ENGINEER OF RECORD:
FLM ENGINEERING, INC
CONTACT: CHRISTOPHER A. LEWIS, PE
PO BOX 91727
RALEIGH, NC 27675
919.802.7146
[e-mail]
SHEET TITLE
C-1
COVER
C-2 & C-3
CALCULATIONS
C-4
EXISTING CONDITIONS
C-5
SITE PLAN
C-6
UTILITY PLAN
C-7
GRADING AND DRAINAGE PLAN
C-8
EROSION & SEDIMENT CONTROL PLAN
C-9
LOT EROSION & SEDIMENT CONTROL DETAILS
C-10 -- C-12
ROAD 1 PLAN & PROFILE
C-13 -- C-15
ROAD 5 PLAN & PROFILE
C-16
ROAD 6 PLAN & PROFILE
C-17
ROAD 7 PLAN & PROFILE
C-18
ROAD 8 PLAN & PROFILE
C-19
GRAVITY SEWER OUTFALL PLAN & PROFILE
C-20
STORMWATER MANAGEMENT DETAILS
C-21
NCDEQ NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
C-22
NCDEQ NCGO1 INSPECTION RECORDKEEPING AND REPORTING
C-23 -- C-28
DETAILS
ALL CONSTRUCTION SHALL BE DONE IN
F
RDANCE WITHALL FRANKLIN COUNTY, NCDEO
NCDOT STANDARDS AND SPECIFICATIONS
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
Y�y
SEAL
REVISION HISTORY
REV DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THISEAR 11NCHINLENGIN
ON O RIGINAL DRAWING
IF IT IS NOT I INCH ON THIS
SHEET. ADJUST YOUR SCALE
ACCORE-1
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE:
11-14-19
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
18066
COVER
C-1
SHEET 1 OF 28

STORM DRAINAGE CALCULATIONS
TO
FES 1
FES 3
FES5
FES7
H
FES 11
FES 13
FES 15
FROM
FES 2
FES4
FES6
FESB
HW 10
FES 12
FES 14
FES 16
DRAINAGE
AREA
(acJ
2.32
1.85
3,39
2.81
6.94
6.18
3.01
0.14
2 NFAR
RAINFALL
INTENSITY
(in/hr)
8.05
8.05
8.05
8.05
8.05
8.05
8.05
8,05
RUNOFF
COEFFICIENT
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
O
DRAINAGE
AREA
(cfs
934
745
13.64
11.31
27.93
24.87
1212
0.56
OTOTAL
FLOW'
(Cfs)
9.34
1678
13,64
11.31
27.93
24.87
28.90
11.87
SLOPE
(Poft)
OOt04
0.0134
0.0134
0.0134
0.0313
0.0391
0.0391
0.0409
Dtheo
(In)
17124
20.3
18.8
17S
21.0
19.2
20A
14.5
SIZE
(in)
30
24
24
30
30
30
24
Vfull
(f -)
73
9.7
8.3
8.3
14.8
16.5
16.5
14.6
LENGTH"
(ft)
48.00
56.00
56.00
56,00
54.00
64.00
64,00
116.00
ROAD CL
ELEVATION
(H)
364.04
362.85
356.79
339.12
340,48
330S9
329,96
329.00
SHOULDER
ELEVATION
(ft)
363.36
36217
356AI
338A4
339.80
329,91
329.28
328.32
UPPER
INVERT
(ft)
35900
358.25
351,50
335.00
330.00
325.50
324.75
324,75
LOWER
INVERT
(ft)
35850
357.50
350.75
334.25HI0.91
328.00
323.00
322.25
320.00
HW/D
080
0.82
1.04
1.17
1.07
1,20
O,g3
HW
DEPTH
(ft)
1.60
2.05
2.08
1.82
2.93
2.68
3.00
1.86
HW
ELEVATION
(it)
36060
360.30
353.58
336.82
332.93
328,18
327,75
326.61
HW to
DEPTH
(ft)
276
1.87
253
162
6.88
1.73
1.53
171
PIPEOSS
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
OR
W�:
ALTI
)
HGL
EXPANSION
LOSS
(Hc)
CALCULATIONS
BEND LOSS
(Hb)(Ht)
TOTAL LOSS
INLET
WATER
SURFACE
ELEV.
(ft)
DI/JB
RIM ELEV."
(ft)
WATER
SURFACE
ELEV.
BELOW RIM
(ft)
DI 17 "'
JB 18
5.61
8,05
0.50
22.58
2258
00134
22.7
30
9.7
56.00
317.53
316.B5
312,25
311.50
J 18
JB 19
'INCLUDES
JB 19
JB 20
FES 21
0.00
0,00
01
8.05
8.05
8.05
0.50
0,50
0.50
0.00
0,00
22.58
22.58
22.58
0.0101
0.0101
0.0536 1
23.9
23.9
17.5
30
30
8.4
84
.
148.00
248
28.00
N/A
N/A
N/A
N/A
N/A
N/A
311,50
310.00
307.50
310.00
307.50
306.00
N/A
N/A
N/A
N/A
RCP
313.01
0,14
0.27
0.51
1.01
1.94
314.95
31550
0.55
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
RCP
RCP
RCP
311.59
30909
0.38
064
0.27
1A
0.38
0,24
T28
31287
.
317.00
.
4.13.00
5,.67
511
RUNOFF FROM
ROADSIDE
DITCHES
"PIPE LENGTH
IS FOR
PIPE ONLY AND
DOES NOT INCLUDE
FLARED
END SECTIONS
OR OTHER END
TREATMENT
"'GRATE ELEVATION
FOR
DI 17 = 315675'
DITCH
NUMBER
RUNOFF
COEFFICIENT
10-YEAR
RAINFALL
INTENSITY
(in/hr)
DRAINAGE
AREA
(sf)
DRAINAGE
AREA
(acres)
Q
(Ofs )
TOTALQ
(cfs 1
BEGINNING
STATION
ENDING
STATION
LENGTH
(ft)
CHANNEL
SECTION
ROADSIDE DITCH
BOTTOM
WIDTH
(ft)
DESIGN
LEFTSIDE
SLOPE, Z:1
(ft)
RIGHTSIDE
SLOPE, Z:1
(ft)
CHANNEL
DEPTH
(ft)
CHANNEL
SLOPE
(if/ft)
NORMAL
DEPTH
Ift)
FREEBOARD
SHEAR
STRESS
(Ib/ft2)
VELOCITY
(fPsl
MANNING'S n
VALUE
TEMPORARY LINER"
PERMANENT LINER'
109
0.50
7.26
85,725
796
7.10
7.10
119«50
125+00
550.00
TRIANGULAR
0.00
400
Z50
1.50
0.0494
0.71
0,79
2.19
4.33
0036
NAGSC250
CLASS C VEGETATION
WITH NAG SC250
110
0.50
7.26
120,779
277
10.06
10.06
119+50
128+50
900,00
TRIANGULAR
0.00
4,00
Z50
1.50
0.0494
079
0,71
2.44
4.96
0.034
NAGSC250
CLASS C VEGETATION
WITH NAG SC250
111
0.50
7.26
201,267
4.62
1677
30.21
125+50
134+00
850.00
TRIANGULAR
0,00
4,00
2.50
1.50
0.0494
I'll
0.39
3.42
7.54
0.028
NAGSC250
CLASS C VEGETATION
WITH NAG SC250
112
0.50
7.26
4,982
0.11
042
1048
129+00
130+50
150.00
TRIANGULAR
0.00
4.00
2,50
1.50
0.0494
0.80
0.70
2.47
5.40
0.034
NAGSC250
CLASS C VEGETATION
WITH NAG SC250
113
14
115
t11
117
118
119
0.50
0.50
0.50
0.50
0.50
0.50
0.50
7.26
T26
7.26
7.26
726
7.26
7.26
65.669
3,500
19,900
9,959
9,996
4984
87,029
1.51
008
0,46
0.23
0.23
0.71
2.00
5.47
0.29
1.66
0.83
0.83
0.42
7.25
15,95
1,12
2.49
0.83
0.83
0.42
7.25
131+50
136+50
136+50
138+00
138+p0
140+00
140+00
134+50
135+00
134+00
136+50
136+50
138+50
138+50
300,00
150,00
250. 00
150.00
150.00
150,00
150,00
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
0.00
0,00
0.00
0.00
0.00
0,00
0.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
2.50
Z50
2.50
250
2.50
2.50
2.50
1.5U
1,50
1.50
1.50
1,50
1,50
1.50 1
0.0494
0.0591
0.0591
O.Ot19
0. 0119
0,0152
0,0152 1
0.92
OA3
0.5S
0.52
0,52
0.38
0,86 1
0.58
1.07
0.92
0.98
0.98
1.12
064
284
1.59
5,80
0.032
NAGSC250
CLASSCVEGETATION
WITH NAG SC250
1,86
0,065
STRAWW/NET
CLASS C VEGETATION
2.14
2,28
0,065
STRAW W/NET
CLASS C VEGETATION
0.39
0.94
0.065
STRAWW/NET
CLASS C VEGETATION
0.39
0,36
0.82 1
0.94
O.OfiS
STRAWW/NET
CLASSC VEGETATION
089
0.065
STRAWW/NET
CLASS C VEGETATION
302 1
0,033
STRAWW/NET I
CLASS C VEGETATION
®®®®®®®®®®®®®®®®®®®
®®®®®®®®®®®®®®®®®®®
®®®®®®®®®®®®®®®®®®®
®®®®®®®®®®®®®®®®®®®
2.17
0,033
STRAW W/ NET
CLASS C VEGETATION
0 69
0,065
STRAW W/ NET
CLASS C VEGETATION
207
0.033
STRAWW/NET
CLASS C VEGETATION
212
0,033
STRAW W/ NET
CLASS C VEGETATION
3.27
0.033
STRAW W/ NET
CLASS C VEGETATION
3,38
0.033
STRAW W/ NET
CLASS C VEGETATION
4.00
0.033
STRAW W/ NET
CLASS C VEGETATION
499
0.028
NAGSC250
CLASS C VEGETATION
WITH NAG SC250
6.67
0.033
NAGSC250
CLASS CVEGETATION
WITH NAG SC250
7.56
0.031
NAGSC250
CLASS C VEGETATION
WITH NAG SC250
7.19
0.032
NAGSC250
CLASS C VEGETATION
WITH NAG SC250
9.17
0,028
NAGSC250
CLASS C VEGETATION
WITH NAG SC250
600
601
602
603
0,50
0.50
0.50
0.50
1 7.26
7.26
7.26
7.26
1 3,289
12,527
13,254
62,792
0.08
029
0.30
1 44
0 27
1.04
1.10
5.23
0,27
1.04
1.10
5.23
605+75
605+75
603+50
603+50
604+50
604+50
600+50
600+50
125.00 -
125,00
300,00
300.00
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
0.00
0.00
0.00
0.00
4.00
4.00
4.00
4.00
2.50
2.10
2.50
2.50
1.50
1,50
1.50
1.50
0.0135
0.0135
0 EE
00186
0.33
0.55
0.53
0.74
1.17
0.95
0.97
0.76
,28
0.28
046
0.62
0.86
0.76
076
1.20
3.02
0.065
0.065
0.065
0.033
STRAW W/NET
STRAWW/NET
STRAW W/NET
STRAW W/ NET
CLASS C VEGETATION
CLASS C VEGETATION
CLASS C VEGETATION
CLASS C VEGETATION
700
701
0.50
0.50
7.26
7.26
4,4t8
90,085
0.10
2.07
0.37
7.51
0.37
7.51
700+50
700+50
703+00
703+00
250.00
250.00
TRIANGULAR
TRIANGULAR
0.00
0.00
4.00
4.00
250
2.50
1.50
1.50
00375
0.0375
0.31
0.74
1.19
076
0,73
173
1.18
4.22
0.065
0.034
STRAW W/NET
NAGSC250
CLASS C VEGETATION
CLASS C VEGETATION
WITH NAG SC250
800
801
'APPROVED
0.50
0,50
EQUALS ACCEPTED
7,26
7.26
60,560
22,200
1.39
0.51
505
1 Ell
6.17
17.80
B00+00
800+00
802+00
802+00
200.00
200.00
TRIANGULAR
TRIANGULAR
0.00
0.00
4.00
4.00
2.50
2.50
1.50
1.50
0.0298
0.0298
0,71
1.02
0.79
0.48
IS:
1.91
3.77
5.26
0.033
0.030
STRAWW/NET
NAGSC250
CLASS C VEGETATION
CLASS C VEGETATION
WITH NAG SC250
SWALE DESIGN
10-YEAR
SWALE
NUMBER
1
2
3
4
5
*SWALE 2 INCLUDES
RUNOFF
COEFFICIENT
0,50
0.50
0.50
0.50
0.50
RUNOFF
RAINFALL
INTENSITY
(in/hr)
7.26
7,26
7.26
7.26
7.2fi
FROM ROADSIDE
DRAINAGE
ARE'
(s�
7146
15,236
21,448
36,222
48,592
DITCHES 800
DRAINAGE
AREA
(acres)
0,23
0.35
0,49
0.83
1.12
& 801 /SWALE
q
(cfs)
CS5
1.27
179
3.02
4.D5
3 INCLUDES
TOTAL Q'
(cfs)
0.85
25.24
2703
60.85
4,05
RUNOFF FROM
UPPER
INVERT
319.00
312.00
306,00
305.00
327.00
SWALE 2, &SWALE
LOWER
INVERT
306.00
306.00
303,00
301.00
30900
4 ACCEPTS
LENGTH
(ft)
545.00
165.00
250.00
180.00
360.00 1
RUNOFF FROM
CHANNEL
SECTION
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
TRIANGULAR
ROAD DITCHES 517
BOTTOM
VTIDTH
Ift)
1,00
1 00
1,00
1.00
-
8 51 R
LEFTSIDE
SLOPE, Z:1
(ft)
2.50
2.50
2.50
2.50
2.50
RIGHTSIDE
SLOPE, Z:1
(ft)
2.50
250
2.50
2.50
210 1
CHANNEL
DEPTH
(ft)
2.00
2.50
2.00
250
1.00 1
CHANNEL
SLOPE
(ftlft)
0.024
0.036
0.012
0.022
0.050
NORMAL
DEPTH
(ft)
0,37
174
1.36
1.68
0.70
FREEBOARD
(ft)
1.63
0,76
0.64
0.82
0.30
SHEAR
STRESS
(I�)
0,55
3.95
1.02
233
2.18
VELOCITY
(fPs)
1.32
6.28
5.34
9.47
4.13
MANNING VALUES n
VALUE
&065
0.027
0,024
0.020
0,036
TEMPORARY LINER'•
STRAWW/NET
NAGSC250
NAGSC250
NAGSC250
NAGSC250
PERMANENT LINER••
CLASS C VEGETATION
CLASS C VEGETATION
WITH NAG SC250
CLASS C VEGETATION
WITH NAG SC250
CLASS C VEGETATION
WITH NAG SC250
CLASS C VEGETATION
WITH NAG SC250
CALL 48 HOURS BEFORE
YOU DIG
OMENS
NORTH CAROLINA
ONE -CALL CENTER
REVISION HISTORY
REV DESCRIPTION I DATE BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMIT DO NOT CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
U 1"
I
IF IT IS NOT INCH ON THIS
SHEET ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY. NC
CAPITAL LAND, LLC
DATE: 11-14-19
SCALE: ASSHOWN
DESIGNED BY FILM
APPROVED BY: FILM
PROJECT NO.: 18066
CALCULATIONS
C2
SHEET 2 OF28

LEGEND
EX. PROPERTY LINE
— —
EX. RIGHT-OF-WAY
— — — — — —
EX. ADJACENT OWNERS
— — — — — — — — — —
— EX. EASEMENT
---- ---
EX. ROAD CENTERUNE
--- —400— ---
EX. MAJOR CONTOUR (10.)
__ ......... ......... ........._..... .......
EX. MINOR CONTOUR (2)
— OHW— OHW—
EX- OVERHEAD ELECTRIC LINE
W — W
EX. WATER LINE
EX. WETLAND
— —
EX. CHANNEUSTREAM
—
EX. CHANNEUSTREAM BUFFER
.................................
EX. SOIL LINE
EX. TREE LINE
NOTES
1. BOUNDARY AND TOPOGRAPHIC DATA PROVIDED BY CAWIHORNE,
MOSS & PANCIERA, P.C. ON APRIL 4, 2019 & AUGUST 29, 2019.
2. REFER TO THE FINAL SUBDIVISION PLAT BY CAWRHORNE, MOSS &
PANCIERA, PC FOR FINAL SITE BOUNDARY METES AND BOUNDS.
3. CONTOURS SHOWN ON THIS SHEET ARE BASED ON FRANKLIN COUNTY
GIB TOPOGRAPHY.
4. A PORTION OF THIS PROPERTY LIES WITHIN A FEMA DESIGNATED
100-YEAR FLOOD HAZARD AREA PER FEMA FIRM PANEL NO.
3720186200J, EFFECTIVE JANUARY 16, 2004.
5, WETLANDS AND STREAMS SHOWN DELINEATED BY CAROLINA
ECOSYSTEMS, INC. AND LOCATED BY CAWTHORNE, MOSS & PANCIERA,
PC.
7. TREE LINES SHOWN PER AERIAL PHOTOGRAPHY.
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT EXTENT.
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL
UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHEN
OPERATING AROUND EXISTING UTILITIES.
11, THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
SOIL TYPES
APB - APPLING LOAMY SAND, 2 TO 6 PERCENT SLOPES
CaB - CECIL SANDY LOAM, 2 TO 6 PERCENT SLOPES
HeB - HELENA SANDY LOAM, 2 TO 6 PERCENT SLOPES
Wa8 - WAKE-SAW-WEDOWEE COMPLEX, 2 TO 8 PERCENT SLOPES, ROCKY
WeB - WEDOWEE SANDY LOAM, 2 TO 6 PERCENT SLOPES
WeC - WEDOWEE SANDY LOAM, 6 TO 10 PERCENT SLOPES
WED - WEDOWEE SANDY LOAM, 10 TO 15 PERCENT SLOPES
CALL 48 HOURS BEFORE
YOU DIG
ems,
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
1Alt
y„
EX. 20'-WIDE PUBLIC N7F \\\\
- SANITARY SEWER - --
EX STREAM SD CARLTON MIDYETTE W D 1t
EASEMENT '! ( - �.
r.-.., D.B. 838, PG. 248
I
EX. 50 RIPARIAN BUFFER
_.. t .. PIN # 1869 80-7949
WeC EX. STREAM SA t •\ /`�
N � `
APB
�. ,• EX WETLAND B ' ,' : ...... ... \. ':;� `� - EX 50' RIPARIAN BUFFER
I`y�Y _ ....
m
Ex WETLAND
.) l '.. -. ,- ; �: •.. ,. ". � .. .. -• ', ` .. - l � : i'REMAINING PORTION
I
EX 50' RIPARIAN BUFFER / `� , `r , ' RICHARD BRAXTON GILL, llI ,1 .�•:�. ) `7`�aS
EX STREAM 58
NO DEED LISTED
M-8. 2000, PG 159
t ;.>;
`; WaB ' Q
CARLTON
PIN#1873-17-9911
\
,
MIDYETTE --_
,' �` `.
D.838, PG. 24B �.' , '" � I i �
B.
PIN # 1863-BB-623B j S
'"'
-, `� . '•
- �
- __
\
\ �` \
. \
S6s \�
A2�1•`
-
` /
AREA RESERVED
FOR FUTURE
•
WeC
- r �
I
,- ,.. , ;
..., APB,....,
..2132
�'
DEVELOPMENT
81 EX. SEWER
WeC
WeB
0
WeC\
. - .. -`-EX 50 RIPARIAN BUFFER
/ �� "
��
t
HeB\
fi3 (J j
jeN
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER 0-4222
REVISION HISTORY
RNV DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
200 100 0 200
SCALE. 1 INCH = 200 FEET
SCALE ADJUSTMENT
THIS MR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
I I
IF IT IS NOT 1 INCH ON THIS
HEET. AODUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE:
11-14-19
SCALE:
AS SHOWN
DESIGNED BY:
FILM
APPROVED BY:
FILM
PROJECT NO.:
18066
EXISTING CONDITIONS
C-4
SHEET 4 OF 28

1 BOUNDARY & TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS & PANCIERA, PC ON APRIL 4 2019 & AUGUST 29,2019,
2 REFER TO THE FINAL SUBDIVISION PLAT BY CAWTHORNE. MOSS & PANCIERA, PC FOR FINAL SITE BOUNDARY METES AND
BOUNDS AND FINAL LOT SIZES AND DIMENSIONS,
3. A PORTION OF THIS PROPERTY LIES WITHIN A FEMA DESIGNATED 100-YEAR FLOOD HAZARD AREA PER FEMA FIRM PANEL NO.
3720186200J, EFFECTIVE JANUARY 16, 2004,
4. WETLANDS AND STREAMS SHOWN DELINEATED BY CAROLINA ECOSYSTEMS, INC. AND LOCATED BY CAWTHORNE, MOSS 8
PANCIERA, PC
5, ALL NEW ROADWAYS TO BE CONSTRUCTED IN ACCORDANCE WTH FRANKLIN COUNTY COUNTY TYPE 3 ROAD AND NCDOT
LOCAL RESIDENTIAL ROAD STANDARDS AND SPECIFICATIONS
3. ALL ROADWAYS TO BE CONSTRUCTED WTHIN PROPOSED 50' PUBLIC RIGHT-OF-WAY.
7, ALL LOTS SHALL HAVE FRANKLIN COUNTY WATER AND SEWER SERVICE. THE PLANS SHALL BE APPROVED BY FRANKLIN
COUNTY, THE MAIN EXTENSIONS APPROVED BY NCDEQ, AND THE RIGHT-OF-WAY ENCROACHMENT APPROVED BY NCDOT
8 IN ACCORDANCE WITH ARTICLE 14 LANDSCAPING OF THE FRANKLIN COUNTY UDO, A LANDSCAPING PLAN SHALL BE
SUBMITTED AND APPROVED PR,OR TO FINAL PLAT APPROVAL.
9 MAIL KIOSK AND ASSOCIATED PARKING SHALL NOT BE ALLOWED WITHIN NCDOT RIGHT-OF-WAY.
"I LANDSCAPING SHALL NOT BLOCK 11', IUSIGHT TRIANGLES.
11. RECREATIONAL REQUIREMENT SHALL BE MET BY PAYMENT IN LIEU.
12, PROPOSED ADA STALLS AND AISLES SHALL HAVE SLOPES NO STEEPER THAN 148 (2%) IN ALL DIRECTIONS
13, ALL STUB ROADS/STREETS SHALL BE BUILT TO THE ADJOINING PROPERTY LINE
14. ALL UTILITY LINES AND EASEMENTS SHALL BE EXTENDED/CONSTRUCTED TO THE ADJOINING PROPERYT LINE
15 MAXIMUM IMPERVIOUS AREA PER LOT 4.000 SF
16, PHASE 2B CONSISTS OF 26 LOTS (LOTS 105 THROUGH 118 AND 136 THROUGH 147).
OF ROAD 17. PHASE 3 SHALL CONSIST THE REMAINING 48 LOTS,
PROP 20'SANITARY SEE LOT SUMMARY TABLE
SEWER EASEMENT i (THIS SHEET) FOR LOT AREAS
YYYPROP TEMPORARY
Yil,
N/F
If TURNAROUND AND PUBLIC
YE MID TTECARLTON
D.B.
DRAINAGE EASEMENT
EX SANITARYSEWER i 131 838. PG. 248 AROUNOTURNAROUNDS.
EASEMENT PIN # 1864-90-0007
(TYP,)
50. RIW,
PROP NCDOT TYPE 4
OBJECT
NIF
MIDYETTE CARLTON
D.B. 838, PG 248
PIN # 1863-88-6238
PROP, 20 SANITARY
SEWER EASEMENT
OF OPEN SPAQ�t
STp'!MWATIR CONTROL
OF
MEASURE
LOCATION
u,
-20'
PROP. ADA VAN ACCESSIBLE 20' 12'
SIGN (R7_8ANDR7_8)
SLOPES TO BE MAXIMUM 2% IN
ALL DIRECTIONS WITHIN ADA
9'
STALL AND ACCESSIBLE AISLE
TWOW�'- THICK CONCRETE ISIDEWALK.IPAD
7'
FOR MAIL KIOSKS (SUBJECT TO CHANGE
BASED ON SELECTED CTED KIOSKS); KIOSK TO BE
INSTALLED PER USES & NCDOT
SPECIFICATIONS
- MAIL] KIOSK
LEGEND
EX PROPERTY LINE
EX. RIGHT-OF-WAY
EX ADJACENT OWNERS
EX EASEMENT
EX ROAD CENTERLINE
EX FIRE HYDRANT
EX. WETLAND
PROP. RIGHT-OF-WAY
PROP LOT LINES
PROP. SETBACK LINE
- - - - - - - - - - - PROP. EASEMENT
PROP. 15'STORM DRAINAGE
EASEMENT (TYP.)
- PROP TEMPORARY
TURNAROUND AND PUBLIC
DRAINAGE EASEMENT
AROUND TURNAROUNDS.
(TYP.)
PROP NCDOT TYPE 4
OBJECT MARKERS TO
BE INSTALLED AT END
SUMMARY INFORMATION
DEVELOPMENT NAME: GILL FARM SUBDIVISION (PHASES 2B AND 3)
SITE ADDRESS: 1656 MAYS CROSSROADS ROAD (NCSR 1105)
PIN NUMBER(S): 1873-17-8247 8,1863-97-9807
TOTAL ACREAGE: 79.14AC
ROAD RAW ACREAGE: 11 42 AC
OPEN SPACE ACREAGE: 8.39 AC
NETACREAGE: 59.33AC
TOTAL NUMBER OF LOTS: 74
(147 TOTAL LOTS, 73 LOTS APPROVED IN EARLIER PHASE)
EXISTING USE: VACANT
PROPOSED USE: SINGLE FAMILY RESIDENTIAL SUBDIVISION
JURISDICTION: FRANKLIN COUNTY
CURRENT ZONING DISTRICT: R-30
R-30 MIN. LOT AREA (SINGLE FAMILY): 15,000 BE (WATER& SEWER)
R�30 MIN. LOT WIDTH: 90'
PROPOSED MIN, LOT AREA: 15,146 SIT
PROPOSED AVG. LOT AREA 17,218 SF
PROPOSED SETBACKS:
FRONT: 30'
SIDE: 1G
REAR: 25'
REQUIRED MIN.
CONNECTIVITY RATIO: 1.40
PROPOSED
CONNECTIVITY RATIO: 1,67 (20 LINKS 112 NODES)
PROPOSED LINEAR FOOTAGE OF ROADS: 5.362 LF
DEVELOPER:
CAPITAL LAND, ULC
602 HOLDEN STREET
RALEIGH NC 27604
321 239 9�50
ENGINEER:
FILM ENGINEERING, INC
PO BOX 91727
RALEIGH, NC 27675
9198027146
MARKERS
TO
BE INSTALLED AT END
135
OFROAD
136
J 7) GILL RfCHARDV`NODEEDLISTEDSRAXTON Ill
M.B. 2000. PG. 159
PIN # 1873-17-9911
PROP VARIABLE W DTH STORM PROP. OPEN SPACE & PHASE 1
- DRAINAGE EASEMENT (I) STORM'CONTROL
MEASURE LOCATION
n1 / i122
(121) 1 .
J n144 j
Q�5
PROP. IOEUTILTY EASEMENT'
(TYP) i tr 117I, O .60'RAN146 S :
PROP. 10'x 70'SIGHT
TRIANGLE FFYP.)
92 f
PROP. VARIABLE WIDTH STORM
of 93 DRAINAGE EASE112 't ��� � `_` �
MENT (TYP.) I
CO
171
i I (Ijo
U96 PROP. VARIABLE WIDTH BE 1 09
SCM ACCESS AND
(i
MAINTENANCE EASEMENT SHEET) 27
_7
It-
lo!
82 a
PROP VARIABLE WIDTH STORM
102
DRAINAGE EASEMENT (TYP)
......... .
GRANTVDFEXTER 7
103
LAMAR It N/F PROP VARIABLE
CLASCKORTANDY STORM DRAINAGE 1419, PG, 568 L
2003, PG, 361 EASEMENT (TYP.) 50' RAN RAN
PIN # 186&87-7664 D B. 1874, PG. 704
P B. 2003, PG. 361
N/F
PIN # 1863-97 3510 WEEMS MARK f
JOHN T D 8 1405PG57
AVE f
ENGINEERING
RA, POST OFFICE BOX 11727
EIGH, NORTH CAROLINA 27675
PHONE: 91 9,610.1051
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV I DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE 24" X 36"
ISSUED FOR
PERMITTING
7-r� DO NOT USE FOR CONSTRUCTION
100 so 0 100
SCALE. I INCH = 100 FEET
N SCALE ADJUSTMENT
1111 FAR 111 111111 Ll"ITH
ON ORIGINAL DRAWING
IF IT IS NOT I INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACLONEINGLY
CONSTRUCTION PLANS
so B � .1 1 � I'll. -_ -
MILES 11 P 8, 2003 PG 361
D.B. 1423, PG. 459 19— PIN # 186397-5446
CONNECT TO EXISTING
77
RE. 2003, PG 361iG CEDARHURST LANE (SR
1964)
PIN# 1863-87-8664
74
N/F
-- -------------
"YE
WELCH ALLEN M BASNIGHT CHRIS S
D.B.394, PG, 32 0,B. 1280, PG 203 GRAD AVE LEA G It
003. PG 81 907, PG, 492
PB: 2 �l D B, I YPA
P B, 2001, PG 229 /
PIN# 1863-87-9579 PIN # 1863-97-7410 P.B. 2001, PG 229 1
N/F N/F 'PIN # 1673-07-2277 MA NL E YNSIELA WN W
WALKER CLARENCE BOWER BRIANB 7- O.B. 1250, PG, 423
D.B.1 615, PG. 566 D B, 131S. PG. 522 N/F P 8 2001, PG, 229
P 8 2003. PG 81 PB. 2001, PG. 229 PIN # 1873-07-5270
PIN # I B63-R7-0576 WHEELER
PIN # 1863-87-8318 DEBORAH R
BARNETATVJFEF REY D.B.1917 PG 912
DA VID PB 2001, PG 229
D.B1928. PG 452 PIN # 1863-97-9375
P B. 2003, PG 81 N/F N/F
PIN# IB63-97-1564 VAN VALENBURGH BUNN CHRIS ALAN
CALL 48 HOURS BEFORE RYAN D.B. 1270� PG, 994
D.B. 1707, PG 665 P B .229 -7
2001 PG.
G 229
YOU DIG P B 2001 PG 229 # 1873-07 327,9 N/F
PIN 7 327�
PIN 0 18 N/F RICHARDSON
13-07-0372 ARCH=AMBAULT JEANETTE
WE MARLA 8' D.8 1481, PG, 381
mmm- TA YLOR`MFlCHlEl I ARCHAMBAULT P 8 2001. PG, 229
D.B 110. 2 GERALD PIN # 1873-07-6178
NORTH CAROLINA Pa, 2001'PG 229 D.B 1578, PG 619 N/F
ONE-CALL CENTER PIN # 187307-1370 P B 2001 P 229 ROSALES VICTOR MJ
PIN 4 1873-074273 D.B. 1240, PG 776
1-800-632-4949 P B. 2001, PG. 229
PIN # 1673-07 7176
N/F
BELL SCOTT PHILLIP
D. B. 2154, PG. 1306
RE 2000 PG. 377
NIF
PIN # 1873-07-8174
NELSON NANCY
I
. . 1248, PG 221
P.B.2000 PG. 377
",.L873.7-0160
N/F
MITCHELL SHELIA D
D.B. 1543, PG. 117
P.B.II 2000, PG, 377
PIN# 1873-07-2065
N/F
PRITCHETT
JOSHUA T
N/F
N/F
D B. 2175, PG, I 624
AMARAL AUSTIN J
ELLIOT SHANNON I
P.B.2000 PG 3 77
DB. 2166. PG. 2184
D.B.1817, PG
PIN # 1873-07- 91 72
RE 2000, PG 377
PIN # 1873-07-1067
783
P 8 2000. PG 377
PIN # 1873-07-3074
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE 11-14-19
SCALE AS SHOWN
DESIGNED BY. FILM
APPROVED BY FILM
PROJECT NO. 18066
SITE PLAN
C-5
SHEET 5 OF28

WATER MAIN CONSTRUCTION NOTES
SANITARY SEWER CONSTRUCTION NOTII
1. ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR
WATER AND SEWER.
2. CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC UTILITIES,
3. EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE GENERALLY NOTED "APPROXIMATE LOCATION, DEPTH UNKNOWN". IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO VERIFY EXISTING MAIN LOCATION, SIZE,
DEPTH, AND MATERIAL.
4, THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE LOCATION OF KNOWN
UTILITIES IS SHOWN ON THE PLAN TO THE EXTENT POSSIBLE. ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED WITH THE ENGINEER PRIOR TO
CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES PRIOR TO TAPPING ANY MAIN, TURNING ANY EXISTING VALVES, OR BEGINNING
CONSTRUCTION ON ANY SEGMENT OF THE PROJECT, A CURRENT COPY OF THE APPROVED DESIGN PLANS, ENCROACHMENT AGREEMENTS, AND
SPECIFICATIONS OF THE UTILITY SHALL BE MAINTAINED ON SITE AT ALL TIMES.
6. MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND SERVICE LOCATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES. REFER TO STANDARD
DETAILS FOR PRECISE LOCATION OF THESE ITEMS. HYDRANTS SHALL BE LOCATED WITHIN 10' UTILITY EASEMENT, VALVES LOCATED WITHIN NCDOT
RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH NCDOT STANDARDS. VALVE MARKERS AND VENTS SHOULD BE INSTALLED AT THE RIGHT OF
WAY LINE. VALVES SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM OF
THE DITCH.
7. MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE 3'. ALL OTHER LOCATIONS 41.
8. WATER SERVICE STUB -OUTS SHALL BE MADE PRIOR TO PLACEMENT OF ROADWAY STONE.
9, TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES. CONTRACTOR SHALL INSTALL WIRES IN A 4° PVC PIPE CLEANOUT AT MAIN VALVES
WITH A BRASS CAP AND CONCRETE DONUT.
EX
PROP. MH-006
PROP. 8"X6"MJ REDUCER
PROP. FIRE HYDRANT ASS'Y
PROP.
PROP. 20' SANITARY
225° 4 BEX.
SEWER EASEMENT
I I
MH-510SANITARY
;E'ND.
SEWEREASEMENTiEX.
M
�\ r
PROP. MH-005
(2)PROP.B"y,/
S - 45° MJ BENDS' /
N/F
MIDYETTE CARLTON
D.B. 638, PG. 248
PIN # 1861 J
PROP. OPEN SPACE &
STORM WATER CONTROL..,,
MEASURE LOCATION
J
PROP. MH-004
PROP. SERVICE TO ENTER MANHOLE 0 2' ABOVE INVERT OUT PROP, 8" CL350 DUCTILE
�\ IRON WATER LINE J
PROP. MH-003 \�� PROP. 8" CL350 DUCTILE-��
J _ IRON WATERLINE I
I
PROP, M11-002
PROP. 20' SANITARY
SEWER EASEMENT Bg
PROP. 8 CL350 DUCTILE -
IRON WATER LINE
PROP. MH-801/001 `
PROP. MH-802
\ 87
PROP. SERVICE TO ENTER MANHOLE
0.2ABOVE INVERT OUT•
GRANT DEI( R
LAMAR \' /
D B. 1419, PG 568
P. B. 2003 PG 361
# _ Z IT
PIN 1868-87 7664
N/F
JOHNSONB 7-
MILES 11
D.B 1423, PG 459
RE 2003, PG. 361
PIN # 1863-87-8664
AVE
WELCH ALLEN M
D.B, 1394, PG. 32
P B. 2003, PG. 61
PIN # 186387-9579
N/F
WALKER CLARENCE
D e. 1615 PG. 586
P.B. 2003, PG, 81
PIN # 1863-97-0576
N/F
BARNETTJEFFREY
DAV1D
D.B. 1928. PG. 452
P B. 2003, PG. 81
P/N # 1863-97-1564
1. ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH
FRANKLIN COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS
FOR WATER AND SEWER.
2. CONSTRUCTION MATE
RIALS SHALL BE AS SPECIFIED BY FRANKLIN
COUNTY PUBLIC UTILITIES.
3. MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE
3'. ALL OTHER LOCATIONS 4'.
4. GRAVITY SEWER WITHIN 50' OF SURFACE WATERS OR WETLANDS SHALL
BE DUCTILE IRON PIPE AND HAVE MATERIALS, TESTING METHODS AND
ACCEPTABILITY STANDARDS MEETING WATER MAIN STANDARDS LISA
NCAC 18C).
5. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY
SEWER SHALL BE 10 FEET. WHEN RUNNING PARALLEL, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 18 INCHES BELOW THE BOTTOM OF
THE WATER MAIN. WHEN CROSSING, THE TOP OF SANITARY PIPING SHALL
BE AT LEAST 24 INCHES BELOW THE BOTTOM OF THE WATER MAIN.
6. MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE
IS 24 INCHES.
7, MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18
INCHES,
8. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER
FACILITIES WITH 18" MINIMUM VERTICAL SEPARATION.
9. MAXIMUM MANHOLE SPACING SHALL BE 400'.
10, GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND
COVERS.
PROP. TEMPORARY BLOW OFF ASS'Y
PROP. 8" X 6' MJ TEE
PROP. FIRE HYDRANT ABBY
/
r / (2) PROP. 8" X 8" MJ TEE
/ (4) PROP, 8" MJ GATE VALVES & BOXES
133 /` 134
EX. MH-508 t35
Te
y
�{ MIN 10
�• 3 � � t0' LOT
F
SANITARY GRAVITY SEWER � T
LOCATED IN OPPOSITE
ROADSIDESHOUIDER WATER
(SEE PLAN & PROFILES FOR SERVICE
MATERIAL& OF
LINE
ASPHALT
SEWER PAVE MEN _ LOT LINE
SERVICE LINE
� 1 WATER METER (TYP.
ail
DUCTILE IRON F ROADSIDE I SEWER CLEANOUT (TYP.)
WATER LINE BURIED',,: SHOULDER I LOT
EDGE OF
WITHINSHOULDER
PRIVATE UTILITY
PAVEMENT EASEMENT
RIGHT-OF-WAY
NOTE: SCHEMATIC SHOWN FOR REFERENCE ONLY AND IS NOT INTENDED
TO SUPERCEDE FRANKLIN COUNTY STANDARDS AND SPECIFICATIONS.
TYPICAL WATER METER & SEWER CLEANOUT
PLACEMENT SCHEMATIC
NOT TO SCALE
N/F
MIDYETTE CAR L TON
D.B. 838 PG. 248
PIN # 1864-90-0007
PROP. SEWER CLEANOUTSB
WATER METERS (TYPT
SEE DETAIL THIS SHEET.
PROP. 8' X 6' MJ TEE
PROP. FIRE HYDRANT ASS'Y
37 I
PROP. 8" CL350 DUCTILE
// `� _� 138 139 IRON WATER LINE
/ (2) PROP. S' 45 MJ BENDS _ ,,. ,- .,,� _ 141 ' �/
123 / j1R.P
EX. MH 506PROP. MH-116PROPMH-115EX. MH-507PROPMH-11POPMH-113. SERVICETO ENTER MANHOLE 118
1 0. 2'ABOVE INVERT OUT 117
PROP. 8" X 8' MJ TEE
gp (3) PROP. 8" MJ GATE VALVES & BOXESIF
P. 10' UTILITY EASEMENT
- PROP. MH-112 � PROPROP. 10' x 70' SIGHT
LEGEND
EX. PROPERTY LINE
- -
EX. RIGHT-OF-WAY
- -
-
- - -
EX. ADJACENT OWNERS
- - - -
- -
- - - -
- EX. EASEMENT
-
EX. ROAD CENTERLINE
- -
'
-
EX. CHANNEUSTREAM
-
EX. CHANNEUSTREAM BUFFER
EX. CHAIN LINK FENCE
-OHW-OHW-
EX. OVERHEAD ELECTRIC LINE
W
-
W
EX. WATER LINE
- SS
-
SS
EX. SANITARY SEWER
SD
-
SD
EX. STORM SEWER
EX. TREE LINE
PROP, LOT LINES
- - - -
- - -
_---
PROP. EASEMENT
W
-
W
PROP. WATER LINE
- SS
-SS
PROP. SANITARY SEWER
PROP. STORM SEWER
❑
PROP. WATER METER
04
PROP. GATE VALVE
if
PROP. FIRE HYDRANT ASSEMBLY
i
WITH GATE VALVE AND TEE
O
PROP SEWER CLEANOUT
PROP. TEMPORARY BLOW OFF ASS'Y N/F
GILL RICHARD BRAXTON 111
NO DEED LISTED
(2) PROP. 8 45° MJ BENDS M.B. 2000, PG. 159
PIN # 187317-9911
PROP. OPEN SPACE & PHASE 1 T
PROR8 XB MJ TEE STORMWATER CONTROL /..
(3) PROP. 8 MJ GATE VALVES & BOXI MEASURE LOCATIONIII
PROP. 6" X 6' MJ TEE /
143 PROP. FIRE HYDRANT ASS'Y /
144 PROP 8 CL350 DUCTILE /
145 IRON WATER LINE /
147 /
Y, MH504
TRIANGLE (TYPIf
/ EX MH 505 ``I E`,
\\ PROP. MH-111
PROP 8" CL350 DUCTILE
PROP. 8 CL350 DUCTILE
100 IRON WATER LINE
CIARK RANGY PROP. SERVICE TO ENTER MANHOLE
SCOTT /; I 0.2"ABOVE INVERT OUT
O.B. 2003, PG 704 / N/F / / f, / / © `
P B. 2003, PG. 361 WEEMS MARK
PIN # 186397-3510 / D.B, 1405 PG. 57 r• • 80
P B. 2003 PG 361 /
PIN # 186397-5446 / / 79
PROP. MH-108
�964(C-11 URST�/V / I I
/ I
/ r
BASNIGHT CHRIS S l GRADY G PAULA l
D.B. 1280, PG. 2/
PB. 2001, PG 22929 D.B. 1907, PG. 492
PIN # 1863-97-7410 �1 ` \ I P. B. 2001, PG 229 I I
I T PIN # 1873-07-2277 N/F /
N/F l ` / / MANLEY SHAWN W
/� 1 D.B. 1250, PG, 423
BOWERS BRIAN B
D.B. 001,, PG. 222 ENIFE _ / PB. 187, 07 27 /
P B. 2001. PG. 229 WHEELER PIN # 187307-5270
PIN # 1863-87-8318 DEBORAH R ` _ �� 1 / l
D.B. 1917, PG. 912 IT ` /
P.B. 2001, PG. 229 ` ` l
PIN # 1863-97-9375 y
N/F N/F �
VAN VALENBURGH BUNN CHRIS ALAN
RYA N D e. 1270, PG. 994 l
D.B. 1707, PG. 665 P.B. 2001, PG. 229 /
P. B. 2001, PG. 229 PIN # 1873-07-327.5 AVE \
PIN it 187307-0372 N/F RICHARDSON
ARCHAMBAULT JEANETTE
N/F MARLA& D.B. 1461, PG, 881
TAYLOR MIGHAELT ARCHAMBAULT P. B. 2001, PG. 229
D.B. 1543, PG, 402 GERALD PIN # 187307-6178
PB, 2001, PG, 229 O.B. 1578, PG. 619 N/F
PIN # 1873-07-1370 P B. 2001. PG. 229 ROSALES VICTOR M
PIN It
1873-07-4273 D.B. 1240, PG. 776
P8, 2001, PG, 229
PIN # 1873-07-7176
94 IRON WATER LINE
` 95 PROP. 8" X 6' MJ TEE /
(3) PROP. 8" 96 PROP. FIRE HYDRANT ASS Y
22.5° MJ BENDS ` PROP. MH 110 97 / I /
ggg IIf
PROP, 8' X6MJ REDUCER 83
PROP. FIRE HYDRANT ASS'V 82 y�ss . `` _ ��y ; PROP. MH 109
❑m
107
\
106
EX MH 503` \
t05
PROP. 8" X G MJ TEE
44
PROP. FIRE HYDRANT ASS'Y
103
PROP. MH 107
37
38
39
EX MH-106
34
33
32
31
C
N/F
I BELL SCOTT PHILLIP
1 D B. 2154. PG. 1306
1
P.B. 2000, PG 377
AVE
PIN # 1873-07-8174
NELSON NANCY B
/
I
I'll 1248. PG. 221
/
P.B. 2000 PG. 377
N/F
PIN I, "7307-0160
MITCHELL SHELIA D
D. B. 1543. PG. 117
II /
P B. 2000, PG. 377
PIN # 1873-07-2065
N/F
PRITCHETT
N/F `
1
JOSHUA T
D B. 2175, PG. 1624
AMARAL AUSTIN J
N/F
P.B. 2000. PG, 377
D.B. 2166. PG. 2184
ELLIOT SHANNON I
PIN# 187307-9172
P B. 2000, PG. 377
D B. 1817 PG. 783
P/N # 1873-07-7067
.
P B2000, PG 377
PIN # 187307-3074
i
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: 919,610.1051
FIRM NC LICENSE NUMBER C-4222
€AL -
£�i
REVISION HISTORY
REV DESCRIPTION DATE T.,
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
100 50 0 100
io
SCALE: 7 INCH = 100 FEET
SCALE ADJUSTMENT
THIS BAR IS I INCH IN LENGTH
ON ORIGINAL DRAWING
D i'
I I
IF IT IS NOT I INCH ON TH S
SHEET ADJUST YOUR SCALE
AccoaolNcl.r
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE
111-14-19
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FILM
PROJECT NO.:
i80fi6
UTILITY PLAN
C-6
SHEET 6 OF 28

INSET B - MAIL KIOSK DETAIL
SCALE: 1" = 30'
E iI
Ir 1 127 4� mi28.�
N \ \
` _~SWALE4�i
N/F (SEE SHEET C 2 FOR J
MIDYETTE CARLTON CALCULATIONS)
D.B. 838 PG. 623
PIN # 1863248�623888
PROP. TEMPORARY
TURNAROUND AND PUBLIC
DRAINAGE EASEMENT
AROUND TURNAROUNDS.
SWALE5
(Ty P-)
(SEE SHEET C-2 FOR
CALCULATIONS)
PROP. NCDOT TYPE 4
OBJECT MARKERS TO
BE INSTALLED AT END
OFROAD
\
,�„� RSD518 131�,
SCM FILL SLOPE GRADED AT 2:1 /
RSD 517
RSD 116
J26
PROP. STORMWATER CONTROL MEASURE
(SEE SHEET C-20 FOR DETAILS)
315
.t .325`>.SID
SCM CUT SLOPE AND INTERIOR SLOPES
GRADED AT3i
k -
1
� - RSD,14
�.
0
Q
PROP. 10'><70'SIGHT
I
x• �tt }
TRIANGLE (TYP) i
RSD 800
SW
SEE SHEET -FOR
1 I C 2 FOR'., f
(
NOTES
i. BOUNDARY & TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE,
MOSS & PANCIERA, PC ON FEBRUARY 15, 2018.
2. SEE SHEET C-2 FOR STORMWATER DRAINAGE CALCULATIONS.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
4. PROPOSED ADA STALLS AND AISLES SHALL HAVE SLOPES NO
STEEPER THAN 1,48 (2%) IN ALL DIRECTIONS,
5. CUT AND FILL SLOPE SHALL BE 2HAV UNLESS OTHERWISE NOTED.
6, STORMWATER CONTROL MEASURES SHALL BE PRIVATE AND
MAINTAINED BY THE HOME OWNERS ASSOCIATION.
7. FOR RIPRAP ENERGY DISSIPATOR DIMENSIONS AND STONE, REFER
TO THE RIPRAP ENERGY DISSIPATOR DETAIL ON SHEET C-23.
KEY
RSD - ROADSIDE DITCHES
FES = FLARED END SECTIONS
HW = HEADWALL SECTIONS
LEGEND
EX. PROPERTY LINE
- -
EX. RIGHT-OF-WAY
-
-
- -
EX ADJACENT OWNERS
- --
-
--
- EXEASEMENT
"
- ......
EX. ROAD CENTERLINE
-
-
EX CHANNEUSTREAM
-
EX CHANNEL/STREAM BUFFER
___--
-----
---
EX. CHAIN LINK FENCE
- OHW--
OHW-
EX. OVERHEAD ELECTRIC LINE
- W
-
W
EX. WATER LINE
-SS
-SS
EX. SANITARY SEWER
SD
-
SD
EX. STORM SEWER
"
"'- • "'-
EX. TREE LINE
PROP. LOT LINES
- - - -
- -
- - - -
PROP. EASEMENT
325
PROP. MAJOR CONTOUR IT)
324
PROP. MINOR CONTOUR IT)
- v-
•N --
PROP. WATER LINE
,„,.---
PROP. SANITARY SEWER
PROP. STORM SEWER
®
PROP. FLARED END SECTION
- ID
-
`D
PROP. LIMIT OF DISTURBANCE
PROP. TEMPORARY
TURNAROUND AND PUBLIC
DRAINAGE EASEMENT
AROUNOTURNAROUNDS.
(TYP.)
PROP. NCDOT TYPE 4
OBJECT MARKERS TO
BE INSTALLED AT END
OF ROAD
N/F
•ti GILL RICHARD BRAXTON It/
- NO DEED LISTED
! ,R M, B. 2000 PG. 159
PIN # 1873-17-991 /
'asp o
PROP. OPEN
SPACE 8 PHASE 1 '
STORMWATER CONTROL
/,>r! ;t lC;x' - 3Gr •:365' 360 MEASURE LOCATION /
If
FF
e 1
/ jjlno
RSD 510 !'.
lr
FES 3:��„�
r-
ti
S A
• qI CAP *.
pw i
$[AL
C� A
O/'H4Yi „P
REVISION HISTORY
REV DESCRIPTION DATE BY
ORIGINAL PLAN SIZE: 24" X 36"
z
ti3 Y
- i`s" \RSD 508
ISSUED F
3.
r.
"r Q OR
x
._ ..,/, .• „ >....�... -. -� , 9G / /: v ,: ..�.:. - RSD 602 ', �r � ,.{7 •' ;x / . � 11 RSD 509 -47'
.r � :^' /
It
>,�,... ..:r : j\ / ,.,. D,!•; ,:r.),.' DO NPERMRTOTNS RUCTIGN
SWALE 3 ' a, i _...;,..� , ,, �s .. a ,_ _ b..,. ..� �„ , (9 RSO,it . Qr : l r F, : �r.T.. `,gam, - $ l .,�
` 15 - 12 �. ��'°r... --r4 .RSD 801� - r, `.,.: . �. /
_. (SEE SHEET C-2 FOR 9 'S - f\,. .., :.:� 3:. ",.R r 1- �'� �.- i - j RSD 603 "+., ... lJ l:.'l 109
CALCULATIONS)': �{�. - .- .- > /� a=. r- `".... ,.- ,. ._J r
\ ,}x 310. .. f j .�,q'...:,_ x c 4.,. \i?.F'.� �.1._..T„/. / . 108..., .RSD 507 J F'-,.`
.._85 _ ,. f .....� ... `:� ,:�"i '/; .B / /� - 100 50
h ygf
'M r RSD 113''"".-:',4,;k:'"/ I 0 100
\
SCALE:I INCH-100 FEET
�� ; pis. �� y /.m &i /, h: :- a � a.-; `•r .���i �� {�yy' ,,�. �, s F� � 3io` 1 ;.r37o� � -fir ,9s � ,..
�
JB,sI';
- , SCALE ADJUSTMENT
SWALE 1 � .. ...-'.
1.
(SEE SHEET C-2 FOR l li� s'� F _ 5......,. ,., f ��'. /i,, 101 ,,�k,l , l c 6 -
,.,..may / 1 ` ` .' " r3 nc �z� a •\ y ,. lI^ / ,s 7 �, 3e0 ;. ....., THlsN Rls, LDR-INcrH
)
CALCULATIONS) -z..� ,= f I'33s\, ory oRlclNnL DRAwINc
N/F \ l / *n i- l , i-RSD 112 _ ` y O 1
I ��/ '.a„ Jx <( r /�i J HW 10, ,-�,-'- tidy �`w RSD 109 /; a>o ,";°•i
GRANTDEXTER \ / WF / HW 9 ��oe , -,-^f„ ,'.} {�; _z�,. \.. airy:.,..,,, / ,m ...O / /t F 'D•'a..�. J
LAMAR \, \ / / -Al- RANDY l '"� / / 104 :,�^ IEH S NOT I INCH ON THIS
DB. 1479, PG 568 % / SCOTTt'�� �� /r , SHEET no.IusT YOUR SCALE
P.B. 2003, PG. 361 D.B. 1874, PG 704 MF A y, p, \ w oaowGLr
/ JfRSD 110 .- ,C.., y
PIN#186387-7664 1 1 P. B. 2003 PG 367 WEEMS MARK a 7`, P
PIN#1863-97-3510 DB 1405,PG. 57 / / ?,oso / _ $ F <w r / 0� CONSTRUCTION PLANS
MF P.B. 2003, PG 367 355 ( / ( c i
JOHNSON 8 _ _ PIN # 1863-97-5446 f RSD 701 ""' ! 79 H� - 1
I RSD 700 355 / f �i?,--;++-' „+ i i
MILES II _ n I - /� /,0 7a / , GILL FARM SUBDIVISION
roY
P.
# 186387- 664 ` ` SR y964 rC�� CoNh
H(/ / l CEDARHURSOT LANE SR 1964)#3 / `/ / \ /r / t�.� / �� /� I ry �! �- PHASES 2B & 3
_r 17s /ro r 1656 MAYS CROSSROADS ROAD
MF RST�NF�Il l I / f .:E :/J,..,.,� .a, Fy'-,.. _� _'__..:,'=. YOUNGSVILLE TOWNSHIP
tt ti FRANKLIN COUNTY, NC
WELCH ALLEN M ` BASNIGHTFCHRIS S l / N/F l /
D.B. 1394, PG. 32 GRADY PA
G D.B. 1280, PG. 203 I
P.B. 2003, PG el P.B. 2001, PG. 229 D.B. 1907 PG 492
PIN # iB6397-7410 .... l I
PIN # 186387-9579 t P.B. 2001 P7- 229 `
PIN # iB7307-2277 N/F
N/F , I MANLEY SHOWN W / a ,
WALKERCLARENCE BOWERS BRIANB NIF` 1 / D.B. 1250, PG, 423 I ,�� /` �` ?, ,✓ �m:r. - CAPITAL LAND, LLC
D.B. 1675, PG. 586 _ / P.B. 2D01, PG. 229 /
P.B. 2003, PG. 81 D.B. 7313, PG. 522 N/F PIN# 001, PG. 2 9 N/F
PIN # 1863-97-0576 RE, 2001, PG. 229 WHEELER _ / I 5 I BELL SCNIF PHILLIP / PIN # 1863-87-8318 DEBORAH R
BARNETTJEFFREY
MF D.B. 1917. PG. 912 _ D.B. 2154, PG. 1306 / DATE: 11-14-19
/� / WF
PIS, 2000, PG. 377
P B. 186 97- 37 PIN # 1873-07-6174
DAVID � � � � 1 NELSON NANCYB / SCALE: AS SHOWN
PIN # 7863-97-9375
D.B. 1928, PG. 452 ` I D.B. WO,, PG 377 / DESIGNED BY: FLM
PIS, 2003, PG. 87 MF N/F P B. 2000, PG. 377 N/F
CALL 48 HOURS BEFORE PIN#180397-1564 VAN VALENBURGH BUNNCHRISALAN �� PIN#7873-07-0160 MITCHELLSHELIAD APPROVED BY: FILM
RYAN D.B 1270, PG. 994 /` / D.B. 1543, PG. 117
YOU DIG D B 1707, PG 665 P.B 2001. PG. 229 / PB. 2000, PG. 377 PROJECT NO.: 8066
P.B. 2001, PG. 229 PIN # 7873-07-327.5 N/F \ PIN # 1873-07-2065
PIN # 787307-03 9 MF RICHARDSON ` ` /
ARC HAMBAULT JEANETTE
MF MAR A& D8. 1481, PG 881 �( GRADING AND DRAINAGE PLAN
TAYLOR MICHAEL T ARCHAMBAULT P.B. 2001, PG 229 MF
somm- NORTH CAROLINA D.B1543.PG402 GERALD PIN # 1673-07-6178 PHTCHETT
P.B. 2007, PG, 229 D.B. 1578, PG 619 N/F JOSHUAT N/F
ONE -CALL CENTER PIN#iB7307-1370 PEI 2001. PG 229 ROSALES VICTOR D.B. 2175, PG, 1624 AMARAL AUSTINJ ELLIOT SHANNONI
PIN # 1873-07-4273 D.B. 1240, PG. 778 P B. 2000, PG 377 D B. 2166, PG. 2184 D.B. 1817. PG 783
1-800-632-4949 P B. 2001, PG, 229 PIN # 1873-07-9172 PIS 2000, PG. 377 O B. 1817 PG 377
PIN # 1873-07-7176 PIN # 1673 07-1067
e 2019THIGDRAWING SHALL NOT 6E REPRODUCED IN WHOLE OR IN PIN #1873-07-3074 1 SHEET 7 OF 28
PART WITHOUT W-EN PERMI%ION OF FILM ENGINEERING. INC.
N/F
�. MIDYETTE CARLTON
D B. 838, PG. 248
PIN # 1664-90-0007
60
A
I RSD St6 / 795 /
FES t3 '• S '-'z `` /.` 137 / / P'`36S
RSD 514RSD fi00
3 RSD 117„``� -o-.-`�::::., ,( $ h 140 ,.I
-; 1q � '
r
f... -..,-r
OG
{' 1 vm
20-` /' •. RSD 513 5
o !
L ��
1�3
a
3 �g
20' 325 ..33 / -�,. M
-. RSD 115
/.'
FES
;a 1
w35 J
S EE INSET B
9 5 2 /i s !
JI O
THIS SHEET

EROSION CONTROL NOTES CONSTRUCTION SEQUENCE
LEGEND
1ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH NCDEQ STANDARDS1, OBTAIN NCDEQ LAND DISTURBANCE PERMIT AND SCHEDULE A PRE -CONSTRUCTION MEETING WITH A RALEIGH REGIONAL OFFICE LAND QUALITY INSPECTOR A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION BEGINNING. EX. PROPERTY LINE
. - ADDITIONALLY, THE RALEIGH REGIONAL OFFICE MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO COMMENCING LAND DISTURBANCE. CONTACT THE RALEIGH REGIONAL OFFICE AT 919-791-4200. IT IS PART OF NPDES
REQUIREMENTS TO MAINTAIN/KEEP A RAIN GAUGE, RECORDS, PERMIT AND SEDIMENTATION AND EROSION CONTROL PLANS ON SITE. DUE TO THE NEW NCGO1, SELF -INSPECTIONS MUST BE PERFORMED AT LEAST ONCE EX. RIGHT-OF-WAY
2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING CONDITION EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT THAT IS GREATER THAN 1 INCH. r
DURING THE PERIOD OF CONSTRUCTION. EX. ADJACENT OWNERS
2. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (CDC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD EX. EASEMENT 3. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO PROPOSED MEASURES MAV BE COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALLCONTACT DEMLR TO CLOSE OUT THE E&SC ' EX. ROAD CENTERLINE
NECESSARY DEPENDING ON ACTUAL SITE CONDITIONS. PLAN --
4. THE TOTAL DISTURBED AREA IS 40.05 ACRES 1 3, INSTALL CONSTRUCTION ENTRANCE, AND WHEN COMPLETE, INSTALL THE PERIMETER SILT FENCE AND RISER BASIN SB-1SEDIMENTATION CONTROL MEASURES. . UPON COMPLETION OF INSTALLATION, IMMEDIATELY SEED, MULCH, AND ANCHOR EROSION AND � EX. EX, CHANNELSTREAM CHANNEL/STREAM BUFFER
ENGINEERING
--
5. SILT FENCE OUTLETS TO BE PLACED AS SHOWN AND AT LOW POINTS ALONG SILT FENCE AS NECESSARY.
E
4, BEGIN CLEARING AND ROUGH GRADING OF SITE INCLUDING INSTALLATION OF TEMPORARY DIVERSION DITCHES TO DIRECT RUNOFF TO RISER BASIN SB-1 AND THE CHECK DAMS WITH WEIRS. ALL ROADSIDE DITCHES SHALL — OHW— OHW— EX. EX. CHAIN UNK FENCE POST OFFICBOX 91727
OVERHEAD ELECTRIC LINE RALEIGH, NORTH CAROLINA 27675
6. PERMANENT SWALES TO BE UTILIZED AS DIVERSION DITCHES DURING CONSTRUCTION PER CALCULATIONS ON BE USED AS TEMPORARY DIVERSION DITCHES. INSTALL STORM DRAINAGE CULVERTS WITH ASSOCIATED INLETAND OUTLET PROTECTION TO CONVEY RUNOFF TO THE RISER BASIN AND CHECK DAM WITH WEIRS AS SHOWN. — W _ W EX. WATER LINE PHONE: [phone]
ET C-2. SHEALL EXCAVATIONS PERFORMED SHALL BE BACKFILLED WITHIN THE SAME DAY, WITH SPOIL PLACEMENT ON UPSLOPE SIDE. TEMPORARY DIVERSION DITCHES SHALL BE LINED WITH TEMPORARY LININGS AS SHOWN IN THE FIRM NC LICENSE NUMBER C-4222
7. SEE EROSION CONTROL CALCULATIONS AND SIZING INFORMATION ON SHEET C-3. TABLES ON SHEET C-2 AND STABILIZED WITHIN 7 DAYS. SS — SS EX. SANITARY SEWER
8, SEDIMENT BASIN INTERIOR SLOPE AND CUT SLOPE GRADES AT 31SEDIMENT BASIN BASIN BERM BACKSLOPE 6. GRADE AND INSTALL THE CULVERT THROUGH THE STREAM CROSSING. THE STREAM CROSSING SHALL BE INSTALLED USING PUMP AROUND DIKES PER THE DETAIL ON SHEET C-24. THE WORK WITHIN THE STREAM MUST BE SD — SD EX. STORM SEWER
.. COMPLETED IN ONE DAY. AT THE END OF THE WORK DAY, THE WORK AREA SHOULD BE STABILIZED, THE PUMP AROUND REMOVED AND FLOW RESTORED TO THE CHANNEL. TIMBER MATTING SHALL BE UTILIZED TO CROSS "- - EX. TREE LINE
GRADED AT 2:1. THE STREAM TEMPORARILY. - - '"
9. CONTRACTOR SHALL ESTABLISH GROUND
PROP. LOT LINES
COVER IMMEDIATELY AFTER DISTURBANCE DURING CONSTRUCTION 7. INSTALL WATER &SEWER. ALL EXCAVATIONS PERFORMED SHALL BE BACKFILLED WITHIN THE SAME DAY, WITH SPOIL PLACEMENT ON UPSIDE SLOPE. ----------- PROP. EASEMENT
OF PERMANENT SWALES AND OTHER IMPROVEMENTS ON THE LOW SIDES OF THE SITE.
8. BEGIN FINISHED GRADING, FILLING, AND COMPACTION OF SITE. PERMANENTLY STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH PAVEMENT AND VEGETATION. SEE SHEET C-24 FOR SEEDING 325 PROP. MAJOR CONTOUR (5')
10. PROVIDE STABLE TRANSITION AT THE ENTRANCE OF PERMANENT SWALES 3 AND 4 TO RISER BASIN - LINE THE SCHEDULE. SLOPE PROTECTION MATTING SHALL BE APPLIED TO ANY SLOPE WITH GRADE STEEPER THAN 2H:1 V.
-324 PROP. MINOR CONTOUR (1')"�'�fAL
SLOPE AT ENTRANCE WITH NAG S75 OR APPROVED EQUAL h d '
9. UPON COMPLETION AND APPROVAL BY NCDEQ, REMOVE ANY REMAINING EROSION CONTROL MEASURES. ONCE SITE HAS BEEN PERMANENTLY STABILIZED, CONVERT RISER SEDIMENT BASIN #1 TO STORMWATER WETLAND °� "'' 'A """""'"" PROP. WATER LINE
11, SEE DETAIL SHEET C-23 FOR RIP RAP ENERGY DISSIPATOR SIZING. AS APPLICABLE BY REMOVING ACCUMULATED SEDIMENT VIA A SILT BAG. CONVERT ALL TEMPORARY DIVERSION DITCHES TO ROADSIDE DITCHES BY RE -INSTALLING LINERS, IF NECESSARY, AS SHOWN IN THE TABLES ON "'"' -'""'"^' - PROP. SANITARY SEWER '}7'"•011&. ''' :fit SHEET G2. ,�__. PROP- STORM SEWER
12.THIS SITE DRAINS TO RECEIVING WATERS OF CEDAR CREEK AND BRANDY CREEK, CLASS "C", NSW OF THE
TAR-PAMLICO RIVER BASIN. PROTECTED WATERSHED BUFFER RULES APPLY. 10.GROUND STABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7 CALENDAR DAYS. PERMANENT GROUNDCOVER PROP. FLARED END SECTION
SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE. — LD LD PROP. LIMIT OF DISTURBANCE
'; -- 11.WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. — » lD » — PROP. TEMPORARY DIVERSION DITCH REVISION HISTORY
I� I SWALE 5 — SF —SF PROP. SILT FENCE RE
(SEE SHEET C-2 FOR V DESCRIPTION DATE BY
PROP. SILT FENCE
OUTLET (TYPCALCULATIONS)-x-X-X-% x X-X-X- PROP. BAFFLE
.J ,.t o „Ff 3
I mYj —Gl PROP. FAIRCLOTH SKIMMER
f 127 S 12@ 32p 3- - ,. PROP. SLOPE PROTECTION
2
SWALE 4"5 MlDYE7TE CARLTDN ® NIF PROP. CONSTRUCTION ENTRANCE
(SEE SHEET C-2 FOR CALCULATIONS) fxN PROP. HORSESHOE INLET PROTECTION
DB. TTE PG. 24B
PROP. LOCATION OF O' • -. RSD 118 PIN # 1864-90-0007
1T1 f'� ''r' PROP. SILT FENCE OUTLET
SILT BAG jam{
:' j"H y,>, RSD 518 13 p- .y-ya " I .k,, • PROP. LOCATION OF SILT BAG
PROP. SLOPE
PROP. STAGING, STOCKPILE, AND/OR -5 '.: 31 L 1 2 ^ / �' y' g! y, PROTECTION MATTING
CONCRETE WASHOUT AREA LOCATED 50' V + '�°' 35
i` RSD 119 133 SSL (NAG 875) (TYP.)
FROM STORM DRAINSAND SURFACE WATERS �"' FES 12 }s 73q b .:h 36
FE 11 0
PROP. BAFFLE if \t "r- aT, ,� ��"7't _ RSD 516'
(TVP.)NIF
.:" # �a_7q S 13 �``r�'_ '•� ,� 1.37 GI 111
PROP. 50' SPILLWAY ' _� ;`.` " 126 " "fnd, RSD 517 %„�',•, .^. _ vim^"'-; r;' Ir _ �'O 138 F - �..e, LL NODEEDL STED N
(LINED WITH NAG P300) i+ +. 3d�,, - •' \ 'i': O - ' S25 ,; RSD,16 f _ ? " „ - " •c sU`� RSD 514 19fl - 1 PHASE I BASIN ALREADY 08
2000, PG. 759
\�
O'er^ RSD 600 `� r• CONSTRUCTED AND NOT PIN#1873-17-9911
,g•� " ; 'f'\ 31oz, m i `;24 i_., RSD 117 RSD 6°t'75^'s �. 1A0 ? / -.. _ \ INCLUDED WITH THIS
l , 141 '.i, RSD 601SUBMITTAL
PROP. RIPRAP ENERGY DISSIPATER ,'' -. 12 (/ '��': yv,• :..
PROP. SILT FENCE
(TYPJ ,,... -/ .., ,_. ...... /
_ •;::: ' - i :;'. - . /... _ ?A�tk- , -, .�, . ,.- �_.: 121 f_g- , , ", �',....,..-.... s+ •^m :.� r���n % r's. iF-� �f tA3 s /i --_ `�\ / .µ+
PROP. FAIR CLOTH i y,;.'i, :<': yr PROP.
/, .; ,. CONCRETE RSD 174
SKIMMER ", ..x. WASHOUT PIT rYP. 1:
• ,;':! v� - r; �.. ., \ '•. `...' ,:,' 320:;sx; 326 - ;, \O : 4":; E' g ,. ,.«; _,..,... ;4 "� 1• 145i / �.; '�` � ORIGINAL PLAN SIZE: 24"X38"
y O
PROP. RISER SEDIMENT BASIN �4 .,, ,,, _-- ,> ___€� ;^„ -� - 1qg }._
BOTTOM ELEV: 298' :: :t o - ,* . __ -, ';"•� '. , RSD 115 � .ar._ =�,p,„- _� vs. � {1---. 177 FES 2 -- RSD 510'' � ,
SPILLWAY - �' `FE54 r.j' i rf.�0 /
\ - aao.:: -PROP. BLOCK AND GRAVEL ., SOt .; f a • . :FES 3
EMBANKMENT ELEV: 303 m,, >r�, o «.., , x :x :> 1<.- _9 .`.. -> 01 - > "v"f;.
A: a INLET PROTECTION TVP. - 355_.. 1 i5 //s//,,''�
SEE SHEET C-23 FOR RISER RSD 800 ( ) .s ,.,,. - , '.. - I , '7 ; �C,.'��:; N
( SWALE �jI •a'.... }
n N
STRUCTURE DETAILS) -. `. ,:,., ..-
\ .. � I(SEE SHEET C-2 FOR .,
1 CALCULATIONS)
PROVIDE STABLE CONVEYANCE - - '- r
> j, ,- ISSUED FOR
FROM SWALES INTO RISER S V ..":- ¢. ,✓'h -. ,w;. . `« -s .,,...., -e o- ' .- r +_ OfiD `^:ax: ,_
RSD 509.... ..a\ ''i1z
PERMITTING
-.�
BASIN. SEE EROSION CONTROL -
•, DO NOT USE FOR CONSTRUCTION
NOTES #10.
SWALE3 \,^, : y'i •.`\�, 'RSD 8011 >- ,,..,< ,,- ',: a�,,.�.-tt:
f % : ,.^,. ,. (... r �a a<„vI'�;,T. , 9S !•i 1 ' RSD6
(SEE SHEET C-2 FOR � ... -. 3� � .� , , � f � :.X„., �=_.� �� 1...� >F � / 1 03 , aio 109
cALcu ATlons) os _. °" 9
r
/7y
16 t..£--.-., r;• I' / ;+,fPROP.HORSESHOE INLETw:= RSD 507J J' >
O
`a'°,FES 15..., .�, •F , }07 100 50 0 100
` ,PROTECTION (TVP.) �.• V �,.� O P p._ /, \;�:q.
'i," ,-�+„ ua ''';�'/M 99 365 ^.«,�,�a? 106 �SCALE: IINCH= 100 FEET
�01
O h_a 3a7o.O: SWALE t ROP. 24 x 100' TEMPORARY SCALE ADJUSTMENT
: Ati i (82` 375 45,�JCONSTRUCTION ENTRANCE (SEE SHEET C-2 FOR ,:. � :. o l., / `*' :, Nz l' ,44 -1-1111 NCH IN LENGTH
/\ ) 1--'RSD�2 s80'. ..,fR." -€,
CALCULATIONS / r� 102< ON ORIcwA�oaawlNc
N/F \ l \ I / HW 10 -\ ,..-<4 �+�-• q�., RSD 109 �s �� `»".`�• <L✓•%' I 1I
ffJ
GRANT DEXMAR TER / NE ryWg
IF IT 18 NOT I INCH ON D.B. 7419 PG 568 CLASCOTT RANDY
fsNF • ` -"`' '- / 104 `, ,z. `n ,,- SHEET. ADJUST ou8 scAlsE
\v
/ ssrs RS `"r _ 36 o6owcLv
P.B. 2003, PG 361 l D.8. 7874, PG. 704 N/F �J' ','
PIN # 1H68-87-7664 / P B. 1874, PG. 361 WEEMS MARK ~ -- D 1d „ J - �f 3�7 '"" ncc
L I' —6Q" '- .._` 3e CONSTRUCTION PLANS
PIN#1863-97-3570 / D.B. 1405, PG 57 3eo /// ry °' ��i 7-'"�' i-
PB. 2003, PG. 361 / +./- ".� -a5 / O m _ -T _�'`�' _ /, p, 39 -
WF � T
JOHNSON 8 MILES II — I ` ` _ / PIN # 186397-5446 / /`/' RSD 701 "355 'ass T9
_ RSD 700 7B r 40 < GILL FARM SUBDIVISION
D.B. 1423, PG 459 `SR �964 ` _ I r CONNECT TO EXISTING 60 3�--- - �- U 1 - � -2 PHASES 2B & 3
P.B. 2003. PG, 361 1 �G`F „
CALL 48 HOURS BEFORE PIN #186387-B4WF �ARyURST�N� cEDARHURsr LANE (sR,ssa) 1656 MAYS CROSSROADS ROAD
YOU DIGWELCHAUENM ) _ �• ,' YOUNGSVILLE TOWNSHIP
2 `rmF —� l N/F FRANKLIN COUNTY, NC
D B. 1394 PG, 32 PROP 24' % 100 TEMPORARY 35 �j
P 8. 2003, PG. 87 d I / GRADY IF A G / CONSTRUCTION ENTRANCE '( I
• N/F BASNIGHT CHRIS S ` 34
PIN#186387-9579 BARNETT JEFFREY D.B. 72B0, PG. 203 D. B. 1907, PG. 492 '�"•''rd1t9 S
N/F DAVID / / I 1 u t 33
P B. 2001, PG. 229 P B. 2001, PG. 229 _
NORTH CAROLINA PIN#186397-7470 __,• PIN#187307-2277 MA L / \ O 31 dCAPITAL LAND, LLC
WALKER CLARENCE D.B. 7928 PG. 452 AVE 32
D.B. 7615 PG. 586 PB, 2003 PG. 87 BOWERS BRIANB �- / / ,$ O
ONE -CALL CENTER PB 2003, PG. eI PIN#186397-1564 DB. 1373. PG. 522 TB% / / DB 1250. PG. 423 I 33D
PIN # 186397-0576 P.B. 2001, PG 229 -1 _ P B. 2001. PG. 229
1 800632-4949 PIN #7863-87-8318 N/F I l AVE
PIN # 1873-07-5270 `-
>q WHEELER I I / BELL SCOTT PHILLIP
DEBOR4H R D.B. 2154, PG. 1306 I DATE: 11-14-19
D.B. 1917. PG. 912 /� \ / PB. 2000, PG 377 WF `�
NOTIFICATION OF COMBINED SELF -MONITORING AND SELF -INSPECTION FORM PB. 2007, PG,97- 37 NELSONNANCYB SCALE: AS SHOWN
PIN # 7863-97-9375 1 PIN # 187307-B774 D.B. 1248, PG 221
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR N/F �
I DESIGNED BY: FLM
N/F ' P.B. 2000, PG. 377 N/F
LANDIONA RBING DSEDIACTIVITIES OINSPECT APLAN IS BEING
FOLLOWEDAFTER EACH E OF RULES DE AILING HEDOC TO DOCUMENTATION
THAT THE APPROVED VAN VALENBURGH BUNNC0. PG. AN /� � � PIN
#187307-0160 MITCHELL SHELIA D APPROVED BY: FLM
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE RY4N D.B. 7270. PG. 994 I O.B. 1543, PG. 777 PROJECT NO.: 18066
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. P B. 2001. PG. 229
D.B. 1707, PG. 665 � � II / P.B. 2000 PG 377
PG. 229 PIN # 1873-07, 7.5 N/F 2001, y TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF -MONITORING REPORTS, DWR AND DEMUR P.B. N/F RICHARDSON PIN # 1873-07-2065
DEVELOPED A COMBINED FORM, THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING PIN # 1873-07-0372 ARCHAMBAULT JEANETTE / EROSION& SEDIMENT CONTROL
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION WF MARLA & D.B- 1481, PG. 881 / \ ` PLAN
REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO TAYLORMICHAARCHAMBAULT PSI 2001, PG 229 WF
THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECTELT
, AND CONTINUED D.B. R M PG. EL GERALD PIN # 787307-6178 PRITCHETT N/F
UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT P B. 2001, PG. 229 D.B. 1578, PG. 619 N/F JOSHUA T gMARAL AUSTIN J N/F /^� ///'''���
RE 2001. PG. 229 R08ALE5 VICTORM D.B. 2175, PG. 1624 D.B. RALA STINJ ELLIOT SHANNONI / � }.�
HTTP/IDEO.NGGOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSIONSEDIMENT-CONTROL/FORMS . PIN # 787307-7370 PIN # 1873-07-4273 D.B. 1240, PG. 778 P.B. 2000, PG. 377 PB 2166, 2000, PG. 377 D.B. 7B77, PG. 783 v v
P B. 2001, PG. 229 PIN # /87307-9172 PIN # 187307-1067 P. B. 2000, PG. 377
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT [phone]. PIN # 787307-7176 PIN # 817 PG, 7 3 SHEET 8 OF 28

E&S LOT PLAN
LOT NO.
E&S
IDENTIFIER
74
LEFT
75
LEFT
76
LEFT
77
LEFT
78
LEFT
79
LEFT
80
LEFT
81
LEFT
82
LEFT
83
LEFT
84
LEFT
85
LEFT
86
LEFT
87
RIGHT
88
RIGHT
89
RIGHT
90
RIGHT
91
RIGHT
92
RIGHT
93
RIGHT
94
RIGHT
95
RIGHT
96
RIGHT
97
RIGHT
98
RIGHT
99
RIGHT
100
RIGHT
101
RIGHT
102
RIGHT
103
RIGHT
104
RIGHT
105
RIGHT
106
RIGHT
107
RIGHT
108
LEFT
109
LEFT
110
LEFT
111
LEFT
112
LEFT
13
LEFT
114
LEFT
115
LEFT
116
LEFT
117
LEFT
118
LEF
119
LEFT
120
LEFT
121
LEFT
122
LEFT
123
LEFT
124
LEFT
125
LEFT
126
LEFT
127
RIGHT
128
RIGHT
129
RIGHT
130
RIGHT
131
RIGHT
132
RIGHT
133
RIGHT
134
RIGHT
135
RIGHT
136
RIGHT
137
RIGHT
138
RIGHT
139
RIGHT
140
RIGHT
141
RIGHT
142
RIGHT
43
RIGHT
44
RIGHT
45
RIGHT
46
RIGHT
1
q7
RIGHT
CALL 48 HOURS BEFORE
YOU DIG
maw
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
A8 — AS — AS
— PROP. SILT FENCE
(TYP.)
AS _ -AS
�I
Q
PROP. SILT FENCE
OUTLET (TYP.)
PROP. CONSTRUCTION ENTRANCE
(LOCATED ON THE HIGH SIDE OF THE LOT)
PROP. DRIVEWAY CULVERT YI
Q
(TYP )
I I
PROP. ROADSIDE DITCH
—
(TYP.)
- SF
SF - SF - SF
I
— PROP. SILT FENCE
(TYP.)
SF - SF
APPROX.
LOCATION OF JJJrrr
PROP,
STRUCTURE
K
I
PROP. SILT FENCE
PROP. CONSTRUCTION ENTRANCE 0UTLET(TVP.)
(LOCATED ON THE HIGH SIDE OF THE LOT)
PROP. DRIVEWAY CULVERT
(TYP) I I k
PROP. ROADSIDE DITCH
YP)-
�- d5 d5-
ROADWAY
IL ROADWAY
LOT HIGH SIDE LEFT LOT HIGH SIDE RIGHT
(E&S IDENTIFIER - LEFT) (E&S IDENTIFIER - RIGHT)
ENGINEERING
REVISION HISTORY
REV DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
1Go 50 0 100
SCALE'. 1 INCH = 100 FEET
SCALE ADJUSTMENT
THIS -1151 INCH IN LENGTH
ON ORIGINAL DRAWING
0
I 1I
IF IT IS NOT I INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
LOT EROSION CONTROL NOTES
LEGEND
DATE:
11-14-19
SCALE:
AS SHOWN
1. SILT FENCE OUTLETS ARE TO BE FIELD LOCATED IN LOW
EX. PROPERTY LINE
W
IN
EX. WATER LINE
EX.
----- ;-----.- 5� ...._..,.,,.
PROP.
BY.
FLM
POINTS ALONG PROPOSED SILT FENCE.
—
SANITARY SEWER
PROP
CONSTRUCTION
APPROVED BY:
FLM
EX. RIGHT-OF-WAY
— SS
SS
EX. SANITARY SEWER
— $D — SD
PROP.
STORM SEWER
.
ENTRANCE
2. THESE DETAILS IDENTIFY PERIMETER EROSION CONTROL
— — EX. ADJACENT OWNERS
SD
—SD
EX. STORM SEWER
®
PROP
FLARED
PROP.
HORSESHOE INLET PROTECTION/CHECK DAM
PROJECT NO.:
18066
MEASURES BASED ON TYPICAL LOT DRAINAGE PATTERNS,
. END SECTION
THE PERIMETER EROSION CONTROL SHOULD BE ADJUSTED
EX. EASEMENT
� �
� � � �� "-
� EX. TREE LINE
— LD — LD
PROP.
LIMIT OF DISTURBANCE
®
PROP.
SILT FENCE OUTLET
AS NEEDED BASED ON THEACTUAL DRAINAGE PATTERN AND
-- ... EX
—' —' . ROAD CENTERLINE
PROP. LOT LINES
— >> TD
PROP.
PROP.
INLET PROTECTION
LOT EROSION
&SEDIMENT
TOPOGRAPHY.
— EX. CHANNEUSTREAM
— — — —
— — — — — —
— PROP. EASEMENT—
>>—
TEMPORARY DIVERSION DITCH
CONTROL
DETAILS
SF — SF
PROP.
SILT FENCE
®
PROP.
RIP RAP ENERGY DISSIPATOR
3. FINAL STRUCTURE SIZE AND LOCATION TO BE DETERMINED
EX. CHANNEUSTREAM BUFFER
325
PROP. MAJOR CONTOUR (5')
—X—X—X—X—X—X—X—X—
BY BUILDER.
_ EX. CHAIN LINK FENCE
324
PROP. MINOR CONTOUR (1')
---
PROP.
PROP.
BAFFLE
FAIRCLOTH SKIMMER
///���
/�
— OHW— OHW— EX. OVERHEAD ELECTRIC LINE
- `W
-- yni
PROP- WATER LINE
PROP.
SLOPE PROTECTION
—
.GRIN
SHEET 9
OF28

ED
m
D
1
O
Z
EX. MH-106
9�
I
ROAD 1 (GILL FARM WAY) PLAN VIEW
STA 119+00 - 129+00
PVI STA 119i«89.38
i
PVI ELEV: 3p2.93
i
K: 30.81
E
39
............ LVC. 174 71
. _
--�-
o HIGH PT. STA' t9+24.44
m
_.. ..
_.. _._.. ..........
____
___ ........_. - ..__.......
.______
390
,4
ti HIGH PT ELEV.: 382.38 n
1
N III
� �- U
U> ,n >
w
>
w
I
38
___.
- ___........
__ ....... ................ . _...........
.. ___..
..� ........_ .............. .......__ ...........__..
,.......... _ ...._.__
_..
.......... .._.
_ '.... I
rye
........._. ... < ... .......
.._... .._ ........
.... _ _......... _. .....__..... ........._.__
.__..............
-
380
_
PROP. CENTERLINE
272< "tz.
GRADE
OfB,
SOR35pV
EX. MH 106
4 DIA
_
@ 3.49/
STA.118+91.06-
RIM'. 38179
n
i\\ '-
i
i
37
_NV OUT:375.268" SDR35 PVC
I ...........
................... ._... ..........................
--370
MH-108
MH-107
4'DIA
_
4' DIA.
STA 121+g1.44
EX. CENTERLINE
STA:119+29 06
R1M:374.98
GRADE
RIM:381.93
INV IN:368.81 8"SDR35 PVC
f
INV OUT:376,22 8" SDR35 PVC
INV OUT:368.71 8" SDR35 PVC
40
0GF
os,
36
........__ . .._......_..... _. .... ....
............ .. ........._ ..........
...... .. ......_.. ... __.... ......
9
.......
p C
-360
PROP. CL350DUCTILE
IRON WATER LINE
t
\
l
\\
i
\
35
____.......
............._ .... __ ._____. ......... ___.
- __........ ...____. ... ...._...._
...... .__...
.............
__
...__...... ,.__
......... _. ......... \,<..._. ........._............._
.. ...........
_
350
E\
\
\
MH-10E
\�
4' DIA.
\
STA: 125+4t 44
RI 20
\
!
INV IN:348.728" SDR35 PVC
28
\
INV OUT '348.62 8" SDR35 PVC
'�•
\
4 ;
0 -.>
V
34
.................
...._... .........._ .............. ........_..
.. j ...............
B•S
e.......... ...
...
-340
SpV
33
330
32
325
m
r°ji
m,`On mm
nm MM
m'� m'rnn
nm iRM
iRM
raOn
l°n m'" c`Qi
,'9, MM
h
vi v,
v eren
y
O
O a U' C7
U'
CD CO 0
O
CJ O
U'
(7 U' U' b
LL
O
<7
U' V' U'
O 0
r4m
w
w
... .. 122+00 123+00 124+00 125+00 126+00
127+00
50 25 0 so STATION
5 2.5 0 5
SCALE:I INCH =50 FEET ROAD 1 (GILL FARM WAY) PROFILE VIEW SCALE: 1 INCH =5 FEET
HORIZONTAL SCALE STA 119+00-129+00 VERTICAL SCALE
128+00 129+00
D
n
2
_r
;Z
m
m
m
m
=fA
=2
�s
LEGEND
EX. PROPERTY LINE
-
EX. RIGHT-OF-WAY
- -----
EX. MAJOR CONTOUR (5')
- - -
EX. MINOR CONTOUR (1')
- - -
EX. ADJACENT OWNERS
- - - - - - - - - -
- EX. EASEMENT
-
EX. ROAD CENTERLINE
- - -
EX. CHANNEUSTREAM
-
EX. CHANNEUSTREAM BUFFER
" -----
EX. CHAIN LINK FENCE
-OHW= OHW-
EX. OVERHEAD ELECTRIC LINE
- W W
EX. WATER LINE
- SS SS
EX. SANITARY SEWER
SD SD
EX. STORM SEWER
EX. TREE LINE
PROP. LOT LINES
- - - - - - - - - - -
PROP. EASEMENT
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR IV)
W - W
PROP. WATER LINE
- SS -SS
PROP. SANITARY SEWER
PROP. STORM SEWER
D4
PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
WITH GATE VALVE AND TEE
WATER MAIN CONSTRUCTION NOTES
1. ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN
COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2. CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES,
3, EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE GENERALLY NOTED
"APPROXIMATE LOCATION DEPTH UNKNOWN'. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ACCURATELY LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO
VERIFY EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL.
4. THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. THE LOCATION OF KNOWN UTILITIES IS SHOWN ON THE PLAN
TO THE EXTENT POSSIBLE. ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED WITH
THE ENGINEER PRIOR TO CONSTRUCTION,
5. THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES PRIOR TO TAPPING
ANY MAIN, TURNING ANY EXISTING VALVES, OR BEGINNING CONSTRUCTION ON ANY
SEGMENT OF THE PROJECT. A CURRENT COPY OF THE APPROVED DESIGN PLANS,
ENCROACHMENT AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES.
6, MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND SERVICE LOCATIONS
ARE SHOWN FOR ILLUSTRATIVE PURPOSES. REFER TO STANDARD DETAILS FOR PRECISE
LOCATION OF THESE ITEMS. HYDRANTS SHALL BE LOCATED WITHIN 10' UTILITY EASEMENT.
VALVES LOCATED IMTHIN NCDOT RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE
WITH NCDOT STANDARDS. VALVE MARKERS AND VENTS SHOULD BE INSTALLED AT THE
RIGHT OF WAY LINE. VALVES SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM OF THE DITCH.
7, MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE 3'. ALL OTHER
LOCATIONS 4'.
8. WATER SERVICE STUBOUTSSHALL BE MADE PRIOR TO PLACEMENT OF ROADWAY STONE.
9. TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES. CONTRACTOR SHALL
INSTALL WIRES IN A 4' PVC PIPE CLEANOUT AT MAIN VALVES WITH A BRASS CAP AND
CONCRETE DONUT.
SANITARY SEWER CONSTRUCTION NOTES
1. ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2, CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3. MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4'.
4. GRAVITY SEWER WITHIN 50' OF SURFACE WATERS OR WETLANDS SHALL BE DUCTILE IRON
PIPE AND HAVE MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS MEETING
WATER MAIN STANDARDS (15A NCAC 18C).
5, MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER SHALL BE 10
FEET. WHEN RUNNING PARALLEL, THE TOP OF SANITARY PIPING SHALL BE AT LEAST 18
INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEN CROSSING, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 24 INCHES BELOW THE BOTTOM OF THE WATER
MAIN.
6. MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE IS 24 INCHES.
7. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18 INCHES.
8. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"
MINIMUM VERTICAL SEPARATION.
9. MAXIMUM MANHOLE SPACING SHALL BE 400'.
10, GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND COVERS.
I. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES
WTHIN THE PROJECT AREA.
2. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST 48
HOURS PRIOR TO BEGINNING WORK
3. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES,
4. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5, IN LOCATIONS WHERE 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER ARE NOT
POSSIBLE, PER TEN STATE STANDARDS SECTION 8.8.4. WATER MAIN MUST BE LAID WITHIN
A SEPARATE TRENCH A SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
MUST BE 18 INCHES ABOVE THE GRAVITY SEWER PIPE.
nim
ENGINEERING
REVISION HISTORY
REV DESCRIPTION DATE BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE: 1 INCH = 50 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
e
1
IF IT 15 NOT 1 INCH ON THIS
N SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE: 11
-14-19
SCALE:
AS SHOWN
DESIGNED BY:
FILM
APPROVED BY:
FILM
PROJECT NO.:
10066
ROAD 1 PLAN & PROFILE
C-10
SHEET 10 OF 28

R30'
R25'
--' 11\\1\-
MATCHLINE SEE SHEET C-12
ROAD 1 (GILL FARM WAY) PLAN VIEW
STA 129+00 - 135+60
129+00 130+00 131+00 132+00 133+00 134+00 135+00 135+50
50 25 0 50 STATION
5 25 0 5
SCALE:I INCH =50 FEET ROAD 1 (GILL FARM WAY) PROFILE VIEW SCALE:I INCH =5 FEET
HORIZONTAL SCALE STA 129+00 - 135+50 VERTICALSCALE
SWALE 1
PROP. MH 802
801 /001
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
--- EX. MAJOR CONTOUR (5')
-- EX. MINOR CONTOUR H FU4
- - - - - - EX. ADJACENT OWNERS ENGINEERING
----------- EX. EASEMENT ,ljG �( q,"
EX. ROAD CENTERLINE
POST OFFICE BOX 91727
' - - EX. CHANNEUSTREAM RALEIGH, NORTH CAROLINA 27675
EX. CHANNEUSTREAM BUFFER PHONE: [phone]
EXCHAIN LINK FENCE
FIRM NC LICENSE NUMBER CA222
-.
- OHW- OHW- EX. OVERHEAD ELECTRIC LINE
- W - W EX. WATER LINE
SS - SS EX. SANITARY SEWER
- SD - SD EX. STORM SEWER `.`OAT4{,,'
' EX. TREE LINE y
PROP. LOT LINES S{qL
- - - - - - - - - - - PROP. EASEMENT 0
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
W - W PROP. WATERLINE
-SS -SS PROP. SANITARY SEWER
PROP. STORM SEWER REVISION HISTORY
DG PROP. GATE VALVE REV DESCRIPTION DATE
PROP. FIRE HYDRVALVE NT AND TrEMBLY
= WITH GATE VALVE AND TEE
WATER MAIN CONSTRUCTION NOTES
1, ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN
COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2. CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3, EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE GENERALLY NOTED
"APPROXIMATE LOCATION, DEPTH UNKNOWN". IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ACCURATELY LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO
VERIFY EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL.
4. THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. THE LOCATION OF KNOWN UTILITIES IS SHOWN ON THE PLAN
TO THE EXTENT POSSIBLE. ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED WITH
THE ENGINEER PRIOR TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES PRIOR TO TAPPING
ANY MAIN, TURNING ANY EXISTING VALVES, OR BEGINNING CONSTRUCTION ON ANY
SEGMENT OF THE PROJECT. A CURRENT COPY OF THE APPROVED DESIGN PLANS,
ENCROACHMENT AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES.
6. MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND SERVICE LOCATIONS
ARE SHOWN FOR ILLUSTRATIVE PURPOSES. REFER TO STANDARD DETAILS FOR PRECISE
LOCATION OF THESE ITEMS, HYDRANTS SHALL BE LOCATED WITHIN 10' UTILITY EASEMENT,
VALVES LOCATED WITHIN NCDOT RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE
WITH NCDOT STANDARDS. VALVE MARKERS AND VENTS SHOULD BE INSTALLED AT THE
RIGHT OF WAY LINE. VALVES SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM OF THE DITCH.
7. MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE 31. ALL OTHER
LOCATIONS 4'.
8, WATER SERVICE STUB -OUTS SHALL BE MADE PRIOR TO PLACEMENT OF ROADWAY STONE.
9. TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES. CONTRACTOR SHALL
INSTALL WIRES IN A 4" PVC PIPE CLEANOUT AT MAIN VALVES WITH A BRASS CAP AND
CONCRETE DONUT.
SANITARY SEWER CONSTRUCTION NOTES
1. ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2, CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3. MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4',
4. GRAVITY SEWER WITHIN 50' OF SURFACE WATERS OR WETLANDS SHALL BE DUCTILE IRON
PIPE AND HAVE MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS MEETING
WATER MAIN STANDARDS V 5A NCAC 18C).
5, MINIMUM HORIZONTAL SEPARATION BETWEEN
N BEEEN WATER AND SANITARY SEWER SHALL BE 10
FEET. WHEN RUNNING PARALLEL, THE TOP OF SANITARY PIPING SHALL BE AT LEAST 18
INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEN CROSSING, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 24 INCHES BELOW THE BOTTOM OF THE WATER
MAIN.
6. MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE IS 24 INCHES.
7. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18 INCHES,
8, ALL OTHER UNDERGROUND UTIUTIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"
MINIMUM VERTICAL SEPARATION.
9. MAXIMUM MANHOLE SPACING SHALL BE 400.
10. GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND COVERS.
NOTES
1. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES
WITHIN THE PROJECT AREA.
2. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST 48
HOURS PRIOR TO BEGINNING WORK.
3, THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES.
4. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5, IN LOCATIONS WHERE 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER ARE NOT
POSSIBLE, PER TEN STATE STANDARDS SECTION 8.8 4, WATER MAIN MUST BE LAID WITHIN
A SEPARATE TRENCH A SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
MUST BE 18 INCHES ABOVE THE GRAVITY SEWER PIPE.
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE. 1 INCH = 50 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
D
I
IF IT IS NOT 1 INCH ON THIS
N SHEET. ADJUST YOUR SCALE
ROINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE:
11-14-19
SCALE:
ASSHOWN
DESIGNEDBY:
FILM
APPROVED BY:
FILM
PROJECT NO.:
1B066
ROAD 1 PLAN & PROFILE
C-11
SHEET 11 OF 28

m
E-
m
D
1
O
z
ROAD 1 (GILL FARM WAY) PLAN VIEW
STA 135+60 - END
135+50 136+00 137+00 138+00 139+00
140+00 141+00
so zs 0 50 STATION
5 2.5 0 5
SCALE: 1INCH =50 FEET ROAD 1 (GILL FARM WAY) PROFILE VIEW
SCALE: 1-INCH = 5 FEET
HORIZONTAL SCALE STA 136+50 - END VERTICAL SCALE
LEGEND
EX. PROPERTY LINE
'— EX. RIGHT-OF-WAY
---- '--------- EX. MAJOR CONTOUR (5')
-- - -- n,
EX. MINOR CONTOUR IT)
EX. ADJACENT OWNERS ENGINEERING— — — — — — — — — — — EX. EASEMENT —'— — EX. ROAD CENTERLINE
POST OFFICE BOX 91727
' — EX.CHANNEUSTREAM RALEIGH, NORTH CAROLINA 27675
EX, CHANNEUSTREAM BUFFER PHONE: [phone]
EX. CHAIN UNK FENCE
FIRM NC LICENSE NUMBER C4222
'-- -'
— OHW— OHW— EX. OVERHEAD ELECTRIC LINE
— W -- W EX. WATER LINE
— SS — SS EX. SANITARY SEWER
— SD — SD EX. STORM SEWER ,(µ C'An •C1
EX. TREE LINE
PROP. LOT LINES
— — — — — — — — — — — PROP. EASEMENT
ya
PROP. MAJOR CONTOUR (5') �' �.y •g �.
PROP. MINOR CONTOUR (1') ,- F}Eq} A•<<.
W -- W PROP. WATER LINE :••
—SS —SS PROP. SANITARY SEWER
MUM PROP, STORM SEWER REVISION HISTORY
PROP. GATE VALVE REV DESCRIPTION DATE
p
PROP. FIRE HYDRVALVE NT AND TEE
= WITH GATE VALVE AND TEE
WATER MAIN CONSTRUCTION NOTES
1. ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN
COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2. CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3. EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE GENERALLY NOTED
"APPROXIMATE LOCATION, DEPTH UNKNOWN". IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ACCURATELY LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO
VERIFY EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL.
4. THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. THE LOCATION OF KNOWN UTILITIES IS SHOWN ON THE PLAN
TO THE EXTENT POSSIBLE, ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED WITH
THE ENGINEER PRIOR TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES PRIOR TO TAPPING
ANY MAIN, TURNING ANY EXISTING VALVES, OR BEGINNING CONSTRUCTION ON ANY
SEGMENT OF THE PROJECT. A CURRENT COPY OF THE APPROVED DESIGN PLANS,
ENCROACHMENT AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES.
6. MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND SERVICE LOCATIONS
ARE SHOWN FOR ILLUSTRATIVE PURPOSES. REFER TO STANDARD DETAILS FOR PRECISE
LOCATION OF THESE ITEMS. HYDRANTS SHALL BE LOCATED \MTHIN 10UTILITY EASEMENT.
VALVES LOCATED WITHIN NCDOT RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE
WITH NCDOT STANDARDS. VALVE MARKERS AND VENTS SHOULD BE INSTALLED AT THE
RIGHT OF WAY LINE. VALVES SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM OF THE DITCH.
7. MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE 3'. ALL OTHER
LOCATIONS 4'.
8. WATER SERVICE STUB -OUTS SHALL BE MADE PRIOR TO PLACEMENT OF ROADWAY STONE.
9. TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES. CONTRACTOR SHALL
INSTALL WIRES IN A 4" PVC PIPE CLEANOUT AT MAIN VALVES WITH A BRASS CAP AND
CONCRETE DONUT
-
SANITARY SEWER CONSTRUCTION NOTES
1. ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2, CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3, MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4'.
4. GRAVITY SEWER WITHIN 50- OF SURFACE WATERS OR WETLANDS SHALL BE DUCTILE IRON
PIPE AND HAVE MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS MEETING
WATER MAIN STANDARDS (15A NCAC 18C),
5, MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER SHALL BE 10
FEET. WHEN RUNNING PARALLEL, THE TOP OF SANITARY PIPING SHALL BE AT LEAST 18
INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEN CROSSING, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 24 INCHES BELOW THE BOTTOM OF THE WATER
MAIN.
6. MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE IS 24 INCHES.
7. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18 INCHES.
8, ALLOTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"
MINIMUM VERTICAL SEPARATION.
9, MAXIMUM MANHOLE SPACING SHALL BE 400'.
10, GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND COVERS.
1. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES
WITHIN THE PROJECT AREA.
2. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST 48
HOURS PRIOR TO BEGINNING WORK.
3, THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES.
4. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5. IN LOCATIONS WHERE I O' HORIZONTAL SEPARATION BETWEEN WATER & SEWER ARE NOT
POSSIBLE, PER TEN STATE STANDARDS SECTION 8.8.4, WATER MAIN MUST BE LAID WITHIN
A SEPARATE TRENCH A SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
MUST BE 18 INCHES ABOVE THE GRAVITY SEWER PIPE.
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE: 1 INCH = 50 FEET
SCALE ADJUSTMENT
THIS BAR IS I INCH IN LENGTH
ON ORIGINAL DRAWING
o r
I I
IF IT IS NOT I INCH ON THIS
SHEEt, ADJUST YOUR SCALE
CCOROINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY. NC
CAPITAL LAND, LLC
DATE:
11-14-19
SCALE:
AS SHOWN
DESIGNED BY:
FILM
APPROVEDBY
FLM
PROJECT NO.:
18066
ROAD 1 PLAN & PROFILE
C-12
SHEET 12 OF 28

DR
m
D
1
O
Z
i LEGEND
I EX. PROPERTY LINE
EX. RIGHT-OF-WAY
.;
EX. MAJOR CONTOUR (5') s
360 0 EX. MINOR CONTOUR (T) F
.�
,FES4 = - - - EX. ADJACENT OWNERS
r
ENGINEERING
Z- - - - - - - - - - - EX. EASEMENT
S5� m -- EX. ROAD CENTERLINE
UJ POST OFFICE BOX 91727
m - " - - EX. CHANNEUSTREAM RALEIGH, NORTH CAROU 27675
�360 m EX. CHANNEL/STREAM BUFFER PHONE: [phone]
% __ y FIRM NC LICENSE NUMBER C-4222
-.,_--_,: _ _ - -- EX. CHAIN LINK FENCE
R25 j- m - OHW- OHW- EX. OVERHEAD ELECTRIC LINE
m
j R30 W W EX. WATER LINE
SS - SS EX. SANITARY SEWER
It SD SD EX. STORM SEWER
EX. TREE LINE
•ny ,sf 1 `_
I� 141 PROP. LOT LINES y AL g
- - - - - - - - - - - PROP, EASEMENT ( )1 P$ r( ey
1
PROP. MAJOR CONTOUR 5'
PROP. MINOR CONTOUR (11T�"%Ps{} ¢; p•R".•° R
W - W PROP. WATER LINE
SS -SS PROP. SANITARY SEWER
PROP. STORM SEWER REVISION HISTORY
D4 PROP. GATE VALVE REV DESCRIPTION DATE
0
PROP. FIRE HYDRANT ASSEMBLY
WITH GATE VALVE AND TEE
WATER MAIN CONSTRUCTION NOTES
40
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I
00
PVI STA: 510+14.57
PVI STA: 513+83.37
PVI ELEV: 370.39
PVI ELEV: 367.83
k'. 121.88
K 111.26
39
............. ._.._..... ._....... ..........___ ................
...�......_.........._
LVC: 150.00
�.......__.
____.._ .. ......._...
LVC150,00_.
m
HIGH PTSTA
. : 510+04,96
....
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................._
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...__..
390
HIGH PT ELEV: 370.16
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.............
370
-------------------�
400LF 6"
of EX.S6R35 PVC @ 0.51
36
____.__ _-__._....__... _ .............
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PVC@0.60/
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EX. MH-504
5' DIA
200LF o f 8" EX. SDR35 PVC
STA'510+00,61
I
RIM :370.16
PROP -8"CL350 DUCTILE
EX-MH-505
INV
IN:359.128" EKSDR35 PVC
IRON WATER LINE
5' DIA.
PROP, 24" RCP
INV OUT:358.99 8" EX. SDR35 PVC
STA:514+00.05
I STA 515+68-79
EX. MH-506
RIM:36736
CIEINV. 358.74'
4'CIA.
INV IN 356. 58 8 EX SDR35
PVC
S
362.90 8
INV OUT.356,43 8" EX SDR35 PVC
RIM
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......... ._......_.
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,..__..._
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INV IN:355.36 8" EX. SDR35 PVC
1
..._.. _..
INV OUT.355.19
E X. SDR35 PVC
3 50
34
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I - J1U+UU 511+00 512+00 513+00 514+00
515+00 516+00
50 25 0 50 STATION
5 25 0 5
SCALE:I INCHSOFEET ROAD 5 PROFILE VIEW SCALE:1 INCH=5 FEET
HORIZONTAL SCALE STA 507+00 - 517+00 VERTICAL SCALE
1, ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN
COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2, CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES,
3. EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE GENERALLY NOTED
"APPROXIMATE LOCATION, DEPTH UNKNOWN". IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ACCURATELY LOCATE EXISTING FACILITIES BY DIGGING ATEST PIT TO
VERIFY EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL.
4. THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. THE LOCATION OF KNOWN UTILITIES IS SHOWN ON THE PLAN
TO THE EXTENT POSSIBLE. ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED WITH
THE ENGINEER PRIOR TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES PRIOR TO TAPPING
ANY MAIN, TURNING ANY EXISTING VALVES, OR BEGINNING CONSTRUCTION ON ANY
SEGMENT OF THE PROJECT. A CURRENT COPY OF THE APPROVED DESIGN PLANS,
ENCROACHMENT AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES,
6. MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND SERVICE LOCATIONS
ARE SHOWN FOR ILLUSTRATIVE PURPOSES. REFER TO STANDARD DETAILS FOR PRECISE
LOCATION OF THESE ITEMS. HYDRANTS SHALL BE LOCATED WITHIN 10' UTILITY EASEMENT.
VALVES LOCATED WITHIN NCDOT RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE
WITH NCDOT STANDARDS. VALVE MARKERS AND VENTS SHOULD BE INSTALLED AT THE
RIGHT OF WAY LINE. VALVES SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM OF THE DITCH.
7. MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE 3'. ALL OTHER
LOCATIONS 4'.
& WATER SERVICE STUB -OUTS SHALL BE MADE PRIOR TO PLACEMENT OF ROADWAY STONE.
9. TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES. CONTRACTOR SHALL
INSTALL WIRES IN A 4" PVC PIPE CLEANOUT AT MAIN VALVES WITH A BRASS CAP AND
CONCRETE DONUT.
SANITARY SEWER CONSTRUCTION NOTES
1, ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2, CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3. MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4'.
4, GRAVITY SEWER WITHIN 50- OF SURFACE WATERS OR WETLANDS SHALL BE DUCTILE IRON
PIPE AND HAVE MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS MEETING
WATER MAIN STANDARDS (15A NCAC 18C),
5. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER SHALL BE 10
FEET, WHEN RUNNING PARALLEL, THE TOP OF SANITARY PIPING SHALL BEAT LEAST 18
INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEN CROSSING, THE TOP OF
SANITARY PIPING SHALL BEAT LEAST 24 INCHES BELOW THE BOTTOM OF THE WATER
MAIN.
6. MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE IS 24 INCHES,
7. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18 INCHES.
8. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"
MINIMUM VERTICAL SEPARATION.
9. MAXIMUM MANHOLE SPACING SHALL BE 400'.
10. GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND COVERS.
NOTES
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE: 1 INCH = 50 FEET
SCALE ADJUSTMENT
THIS DAR 111 INCY IN LENGTH
ON ORIGINAL DRAWING
D r
I I
IF IT IS NOT t INCH ON THIS
N SHEET.ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 213 & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE:
11-14-19
1. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES
SCALE:
AS SHOWN
WITHIN THE PROJECT AREA.
DESIGNED BY.
FILM
2. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST 48
APPROVED BY:
FILM
HOURS PRIOR TO BEGINNING WORK.
PROJECT NO.:
18066
3. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES.
ROAD 5 PLAN & PROFILE
4. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5, IN LOCATIONS WHERE 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER ARE NOT
POSSIBLE, PER TEN STATE STANDARDS SECTION 8.&A, WATER MAIN MUST BE LAID WITHIN
C 13
A SEPARATE TRENCH A SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
MUST BE 18 INCHES ABOVE THE GRAVITY SEWER PIPE.
SHEET 13 OF 28

m
m
D
O
z
ROAD 5 PLAN VIEW
STA 617+00 - 527+00
37
370
i
PVI ST . 523+09.76
.
PVI E)-EV: 348.91
i
1 : 29-28
36--
--- ---------------
-PROP, CENTERLINE - ..
LV 150.00
2.Oq%
GRADE
Io
............... .. ...._._ ....__.
360
\
m
� lii
ry
w
U m
U
1
UT
EX. 8DR35
_
PVC@1.73%
- _
�.�
-'c,
ADJUST EXISTING
I
35
...._ __..... ._...... _. :' ... ____... i ........._...
........
.... ,. J ,. ` -.
.�......�. .........
_...._._..... -...... .
_.._ ......y-_-__,\..
HST
-.. MANHOLE RMELE NATION
TO 342.30
........ . ......... .__..
350
\
\\
EX. MH-507
,
4' DIA.
\
STA519+99,84
400LFO
`\ EX. CENTERLINE
RIM:354,85
R35 PVC
fg•
Ek
`\\ GRADE
INN OINV UT '348.108'EEXS9DR35 PVC
SOR35P
VC@3.2p
34
...... .......... .. .. ..... .............. .. .... ..
.. ....
........... _. ....... _........... .. ...._...
..... .. ........._.. v
`
.. ........ \Y...._........
PROP. 8" CL350 DUCTILE
I va
......... ....
............ .._......... ............ .......... _
340
IRON WATER LINE
f
\
`
\
\
I EX. MH-508 ''
\
\\
33
.. ._........ : __... !
.... .................. .............-_
......... -_ ......... _... .. _...... ...........
STA'. 524+00.33
i ... RIM:34486 ..
:
INN IN:335.27 8" EX. SDR35 PVC
`\
INV OUT :335,178" EX. SDR35 PVC
i
\
I
`
\
40� \ \
HS
I
32
...... _..__ _....._. __ '...._._ ..._....
.......... ......._..
........... ......._ ......... .. ..........
__.._.....__ .......... __
-320
PROP VERTICAL
WATER LINE CONNECTIONS
ALONG ROAD 1 (GILL FARM WAY)'
USING 9' 45' MJ BENDS WITH
RESTRAINED JOINTS
31
i
310
vu'i
vei v°ii vi
ru'i ru'im
mm
mvI n�
��
rim
dim
dim
ryi� '�
v
cvm
mM
Mry ryry
w
w w w w
w w w
w
w w w w
w w w
w
IOi UJ O
(1 0
w O O
O
O O O
ID w O
O O 121 O O
w LL
O
519+00 520+00 521+00 522+00 523+00
so zs 0 50 STATION
SCALE:1 INCH =50 FEET ROAD 5 PROFILE VIEW
HORIZONTAL SCALE STA 517+00 - 527+00
524+00
5 25 0 5
SCALE: 1 INCH = 5 FEET
VERTICAL SCALE
525+00 526+00
LEGEND
EX. PROPERTY LINE
I
- - EX. RIGHT-OF-WAY
a EX. MAJOR CONTOUR (5)
� - -- EX. MINOR CONTOUR (1')
z ')'
Y
--
- - - EX. ADJACENT OWNERS
Z----------- EX EASEMENT
m - EX. ROAD CENTERLINE
fA
m EX. CHANNEUSTREAM
m EX. CHANNEUSTREAM BUFFER
ch
_ "-- --- EX. CHAIN LINK FENCE
�I"8i
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NO LICENSE NUMBER C4222
m-OHW-OHW- EX. OVERHEAD ELECTRIC LINE
m
1 - W W EX. WATERLINE
n - SS - SS EX. SANITARY SEWER
tr - SD SD EX. STORM SEWER
.. .-.,..... ....,...... EX. TREE LINE
PROP. LOT LINES
W-1
- - - - - - - - - - - PROP. EASEMENT''.
PROP. MAJOR CONTOUR (5)
PROP. MINOR CONTOUR (1')
PT+�21 r
- W - W PROP. WATER LINE
_SS -SS PROP. SANITARY SEWER
REVISION HISTORY
PROP. STORM SEWER
D/ PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
REV
W
DESCRIPTION
DATE
BY
WITH GATE VALVE AND TEE
WATER MAIN CONSTRUCTION NOTES
1. ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN
COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2. CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3. EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE GENERALLY NOTED
"APPROXIMATE LOCATION, DEPTH UNKNOWN". IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ACCURATELY LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO
VERIFY EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL,
4. THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. THE LOCATION OF KNOWN UTILITIES IS SHOWN ON THE PLAN
TO THE EXTENT POSSIBLE. ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED WITH
THE ENGINEER PRIOR TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES PRIOR TO TAPPING
ANY MAIN, TURNING ANY EXISTING VALVES, OR BEGINNING CONSTRUCTION ON ANY
SEGMENT OF THE PROJECT A CURRENT COPY OF THE APPROVED DESIGN PLANS,
ENCROACHMENT AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES.
ORIGINAL PLAN SIZE: 24" X 36"
6. MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND SERVICE LOCATIONS
ARE SHOWN FOR ILLUSTRATIVE PURPOSES. REFER TO STANDARD DETAILS FOR PRECISE
LOCATION OF THESE ITEMS. HYDRANTS SHALL BE LOCATED WITHIN 10' UTILITY EASEMENT,
VALVES LOCATED WITHIN NCOOT RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE
WITH NCDOT STANDARDS. VALVE MARKERS AND VENTS SHOULD BE INSTALLED AT THE
RIGHT OF WAY LINE. VALVES SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM OF THE DITCH.
7, MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE 3'. ALL OTHER
ISSUED FOR
LOCATIONS 4
8. WATER SERVICE STUB -OUTS SHALL BE MADE PRIOR TO PLACEMENT OF ROADWAY STONE.
PERMITTING
DO NOT USE FOR CONSTRUCTION
9. TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES. CONTRACTOR SHALL
INSTALL WIRES IN A 4' PVC PIPE CLEANOUT AT MAIN VALVES WITH A BRASS CAP AND
CONCRETE DONUT.
50 25 0 50
SANITARY SEWER CONSTRUCTION NOTES
SCALE: 1 INCH =50 FEET
1. ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER,
SCALE ADJUSTMENT
THIS MR IS
2, CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
1 INCH IN LENGTH
ON ORIG N T ORAWwG
UTILITIES.
D
I �1
3. MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4'.
IF IT Is NOT I INCH ON THIS
SHEET, ADJUST YOUR SCALE
4. GRAVITY SEWER WITHIN 50' OF SURFACE WATERS OR WETLANDS SHALL BE DUCTILE IRON
N
ACCORowcLY
CONSTRUCTION PLANS
PIPE AND HAVE MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS MEETING
WATER MAIN STANDARDS (15A NCAC 18C),
5. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER SHALL BE 10
FEET. WHEN RUNNING PARALLEL, THE TOP OF SANITARY PIPING SHALL BE AT LEAST 18
GILL FARM SUBDIVISION
INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEN CROSSING, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 24INCHES BELOW THE BOTTOM OF THE WATER
MAIN.
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
6. MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE IS 241NCHE5.
YOU NGSVILLE TOWNSHIPFRANKLIN COUNTY, NC
7. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18 INCHES.
8. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACIUTIES WITH 18-
MINIMUM VERTICAL SEPARATION.
9. MAXIMUM MANHOLE SPACING SHALL BE 40U.
CAPITAL LAND, LLC
10, GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND COVERS.
NOTES
DATE:
11-14-19
1. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES
SCALE:
AS SHOWN
WITHIN THE PROJECT AREA.
DESIGNED BY:
FLM
2. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST 48
APPROVED BY:
FILMHOURS
PRIOR TO BEGINNING WORK.
PROJECT NO.:
18066
3. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES.
4. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY
ROAD 5 PLAN &PROFILE
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5. IN LOCATIONS WHERE 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER ARE NOT
POSSIBLE, PER TEN STATE STANDARDS SECTION 8.8.4, WATER MAIN MUST BE LAID WITHIN
A SEPARATE TRENCH A SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
MUST BE 18 INCHES ABOVE THE GRAVITY SEWER PIPE.
C 14
SHEET 14 OF 28

1
n
2
_r
Z
m
y
m
m
N
2
In
m
1
m
m
D
O
Z
ROAD 5 PLAN VIEW
STA 527+00 - END
33
... ............__ ,. .... __........._. . ...._...__ ...............
..
_ .....__.
......... .......... ........___...
............. ...
-330
32
.....\. ......... ... . _ ... ...__....... _.......r _._...........................
_
.....
......... .........................._._...
........._.. .. ............... 4..
...._..........
\.....
......_..... _.._............... __......
.._ ..
320
\ 1
\ PROP. CENTERLINE
\ GRADE
I
\
-310
r EX. CENTERLINE
GRADE
I
EX. MH-509
4DIA.
STA528+01,36 ,
RIM :313.73
\
30
INV IN'.306.40 8" EX. SDR35 PVC
.... .........._._INV OUT :306.20 W EX. SDR35 PV ____..._ ... ..._
S)<F ....................
...........
__. _.._.�ti-___....... ._........._. .{.. _ _ ............
...................
..._.. .
Cr,
. _.
....
300
PROP. 8" CL350 DUCTILE
OAS
IRON WATER LINE
67 0
\ k
\\
/
29
............._. .. ................................. . ................
......_...
................ ........
........._ ............
.... ........... ..........._..\
\
.. �.
.... ._........................
-
290
I I
360LF ot8" EX. CL350 DIP
I
Q 0.57%
EX. MH-510 7
4' DIA.
STA:531+58.01
RIM:29886
EX-MH
INV IN:286.21 8" EX, SDR35 PVC
q• piq,
28
.. ......._.. ......,.. .._...__._.... ..._... ...........
_....__....... ..
........._. __.__.
...._..._ _ INV IN:286.21 B" SDR35 PVC
TA'.535+17.78
INV IN286.21 8" SDR35 PVC ...____
.... ...........___.
_......... ........_.......
__......
_____........... RIM:293.42 .........._._. .._.......
280
INV OUT:286.05 8" EX. CL350 DIP
INV IN'.284,00 8" EX. CL350 DIP
INV IN:283.86 8" SDR35 PVC
INV OUT:283.78
8" SDR35 PVC
27
275
m
m m
o
o
C'J
MCLL
m LLO rvO rvC'
LL
ry
LL
�
�LL
oC
i7LL
�LL
�LL
wwu_
TO UT
UT
w
528+00 529+00 530+00 531+00 532+00
533+00 534+00 535+00
50 25 0 50 STATION
5 25 0 5
SCALE: 1 INCH =50 FEET ROAD 5 PROFILE VIEW SCALE:I INCH =5 FEET
HORIZONTAL SCALE STA 527+00 - END VERTICAL SCALE
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
-^ --- EX. MAJOR CONTOUR (5')
- EX. MINOR CONTOUR (T)
EX. ADJACENT OWNERS ENGINEERING
- - - - - - - - - - - EX. EASEMENT
EX. ROAD CENTERLINE
POST OFFICE BOX 91727
EX. CHANNEUSTREAM RALEIGH, NORTH CAROLINA 27675
EX, CHANNEUSTREAM BUFFER PHONE: 919.610,1051
EX. CHAIN LINK FENCE
FIRM NC LICENSE NUMBER C4222
-OHW-OHW- EX. OVERHEAD ELECTRIC LINE
W W EX. WATER LINE
SS -- SS EX. SANITARY SEWER
- SID -- SD EX. STORM SEWER
EX. TREE LINE y '•
PROP. LOT LINES £AL
- - - - - - - - - - - PROP. EASEMENT '
'•,
a(a�
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1') CrANt;9x S..''E:'•
W W PROP. WATER LINE
_SS --SS PROP. SANITARY SEWER
PROP. STORM SEWER REVISION HISTORY
D4 PROP. GATE VALVE REV DESCRIPTION DATE
PROP. FIRE HYDRVALVE NT AND TEE
= WITH GATE VALVE AND TEE
WATER MAIN CONSTRUCTION NOTES
1. ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN
COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER,
2. CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3. EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE GENERALLY NOTED
"APPROXIMATE LOCATION, DEPTH UNKNOWN". IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ACCURATELY LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO
VERIFY EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL.
4, THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. THE LOCATION OF KNOWN UTILITIES IS SHOWN ON THE PLAN
TO THE EXTENT POSSIBLE. ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED WITH
THE ENGINEER PRIOR TO CONSTRUCTION.
5, THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES PRIOR TO TAPPING
ANY MAIN, TURNING ANY EXISTING VALVES, OR BEGINNING CONSTRUCTION ON ANY
SEGMENT OF THE PROJECT. A CURRENT COPY OF THE APPROVED DESIGN PLANS,
ENCROACHMENT AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES.
6, MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND SERVICE LOCATIONS
ARE SHOWN FOR ILLUSTRATIVE PURPOSES. REFER TO STANDARD DETAILS FOR PRECISE
LOCATION OF THESE ITEMS. HYDRANTS SHALL BE LOCATED WITHIN 10' UTILITY EASEMENT.
VALVES LOCATED WITHIN NCDOT RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE
WITH NCDOT STANDARDS. VALVE MARKERS AND VENTS SHOULD BE INSTALLED AT THE
RIGHT OF WA Y LINE. VALVES SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM OF THE DITCH.
7, MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE 3'. ALL OTHER
LOCATIONS 4'.
8. WATER SERVICE STUB -OUTS SHALL BE MADE PRIOR TO PLACEMENT OF ROADWAY STONE.
9. TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES. CONTRACTOR SHALL
INSTALL WIRES IN A 4" PVC PIPE CLEANOUT AT MAIN VALVES WITH A BRASS CAP AND
CONCRETE DONUT.
SANITARY SEWER CONSTRUCTION NOTES
1. ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2, CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3. MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4'.
4. GRAVITY SEWER WITHIN 50' OF SURFACE WATERS OR WETLANDS SHALL BE DUCTILE IRON
PIPE AND HAVE MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS MEETING
WATER MAIN STANDARDS (15A NCAC 18C).
5- MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER SHALL BE 10
FEET. WHEN RUNNING PARALLEL, THE TOP OF SANITARY PIPING SHALL BE AT LEAST 18
INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEN CROSSING, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 24 INCHES BELOW THE BOTTOM OF THE WATER
MAIN.
6. MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE IS 24 INCHES.
7. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18 INCHES,
8. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"
MINIMUM VERTICAL SEPARATION.
9. MAXIMUM MANHOLE SPACING SHALL BE 4DO'.
10. GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND COVERS.
NOTES
1. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES
WITHIN THE PROJECT AREA.
2, THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST 48
HOURS PRIOR TO BEGINNING WORK.
3, THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES.
4. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5. IN LOCATIONS WHERE 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER ARE NOT
POSSIBLE, PER TEN STATE STANDARDS SECTION 8.8 4, WATER MAIN MUST BE LAID WITHIN
A SEPARATE TRENCH A SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
MUST BE 18 INCHES ABOVE THE GRAVITY SEWER PIPE.
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE'. 1 INCH = 50 FEET
SCALE ADJUSTMENT
-15 BAR IG 1 INCH IN LENGTH
ON ORIGINAL DRAWING
D
I
IF IT IS NOT 1 INCH ON THIS
N SHEET ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY. NC
CAPITAL LAND, LLC
DATE:
11-14-19
SCALE:
AS SHOWN
DESIGNED BY:
FILM
APPROVED BY
FILM
PROJECT NO.:
18066
ROAD 5 PLAN & PROFILE
C-15
SHEET 15 OF 28

m
r—
m
D
O
z
®NIB THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR
PART WITHOUT WRITTEN PERMISSION OF FILM ENGINEERING INC
• 1, `J ,� ' 1
ROAD 6 PLAN VIEW
STA 600+00 - END
601+00 602+00 603+00 604+00
605+00 606+00
50 25 0 50 STATION
5 25 0 5
Fiia
SCALE 1INCH =50FEET ROAD 6 PROFILE VIEW
SCALE 11NCH=5FEET
HORIZONTAL SCALE STA 600+00 - END VERTICAL SCALE
LEGEND
7
EX PROPERTY LINE
—
—
EX RIGHT-OF-WAY
---
EX MAJOR CONTOUR (5)
—
— — —
EX MINOR CONTOUR IT)
— — —
— — —
EX ADJACENT OWNERS
RIGIIV�
ENGINEERING
— — — — — —
— — — — —
EX EASEMENT
VG
'—
EX ROAD CENTERLINE
EX CHANNEUSTREAM
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
— --
EX CHANNEUSTREAM BUFFER
PHONE [phone]
"
EX CHAIN LINK FENCE
FIRM NC LICENSE NUMBER C-4222
— OHW--
OHW—
EX OVERHEAD ELECTRIC LINE
— W "—'
W
EX WATER LINE
— SS --SS
EX SANITARY SEWER
— SO —
SD
EX STORM SEWER
EX TREE LINE"'
s.
-----------
PROP LOT LINES-_--.
PROP EASEMENT-
SEAL
p
PROP MAJOR CONTOUR (5')
PROP MINOR CONTOUR (1')
•`••F([<`({ Y a•.
— W —
W
PROP WATER LINE
— SS —SS
PROP SANITARY SEWER
REVISION HISTORY
PROP STORM SEWER
C4
PROP GATE VALVE
R
DESCRIPTION
DATE
PROP FIRE HYDRANTASSEMBLY
= WITH GATE VALVE AND TEE
WATER MAIN CONSTRUCTION NOTES
1 ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN
COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER
2 CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBUC
UTILITIES
3 EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE GENERALLY NOTED
APPROXIMATE LOCATION, DEPTH UNKNOWN" IT IS THE RESPONSIBILITYOF THE
CONTRACTOR TO ACCURATELY LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO
VERIFY EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL
4 THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION THE LOCATION OF KNOWN UTILITIES IS SHOWN ON THE PLAN
TO THE EXTENT POSSIBLE ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED WITH
THE ENGINEER PRIOR TO CONSTRUCTION
5 THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES PRIOR TO TAPPING
ANY MAIN, TURNING ANY EXISTING VALVES, OR BEGINNING CONSTRUCTION ON ANY
SEGMENT OF THE PROJECT A CURRENT COPY OF THE APPROVED DESIGN PLANS,
ENCROACHMENT AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES
ORIGINAL PLAN SIZE 24" X 36"
6 MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND SERVICE LOCATIONS
ARE SHOWN FOR ILLUSTRATIVE PURPOSES REFER TO STANDARD DETAILS FOR PRECISE
LOCATION OF THESE ITEMS HYDRANTS SHALL BE LOCATED WITHIN 10 UTILITYEASEMENT
VALVES LOCATED WITHIN NCDOT RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE
WITH NCDOT STANDARDS VALVE MARKERS AND VENTS SHOULD BE INSTALLED AT THE
RIGHT OF WAY UNE VALVES SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM OF THE DITCH
7 MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE 3' ALL OTHER
LOCATIONS 4'
8 WATER SERVICE STUB�OUTS SHALL BE MADE PRIOR TO PLACEMENT OF ROADWAY STONE
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
9 TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES CONTRACTOR SHALL
INSTALL WIRES IN A 4' PVC PIPE CLEANOUT AT MAIN VALVES WITH A BRASS CAP AND
CONCRETE DONUT
SANITARY SEWER CONSTRUCTION NOTES
50 25 0 50
SCALE 1INCH =50FEET
1 ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER
SCALE ADJUSTMENT
THIS
2 CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
Z
SAR IS I INCH IN LENGTH
ON ORIGINAL DRAWING
UTILITIES
o t
I I
3 MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4'
IF ITIBNOTI INCNONTFD,
SHEET ADJUSTYOUR SME
4 GRAVITY SEWER WITHIN 50' OF SURFACE WATERS OR WETLANDS SHALL BE DUCTILE IRON
PIPEANDHAVE MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS MEETING
WATER MAIN STANDARDS (15A NCAC 18C)
ACCORDINGLY
CONSTRUCTION PLANS
5 MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER SHALL BE10
FEET WHEN RUNNING PARALLEL, THE TOP OF SANITARY PIPING SHALL BE AT LEAST 18
GILL FARM SUBDIVISION
INCHES BELOW THE BOTTOM OF THE WATER MAIN WHEN CROSSING, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 24INCHES BELOW THE BOTTOM OF THE WATER
MAIN
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
8 MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DR AINAGEIS24INCHES
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
7 MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18 INCHES
8 ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"
MINIMUM VERTICAL SEPARATION
9 MAXIMUM MANHOLE SPACING SHALL BE 409
CAPITAL LAND, LLC
10 GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND COVERS
DATE
11-14-19
1 THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES
WITHIN THE PROJECT AREA
SCALE
AS SHOWN
DESIGNED BY
FILM
2 THE CONTRACTOR SHALL CALL THE NORTH CAROUNA ONE -CALL -CENTER AT LEAST 48
HOURS PRIOR TO BEGINNING WORK
APPROVED BY
FILM
PROJECT NO
18066
3 THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES
4 THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY
ROAD 6 PLAN & PROFILE
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION
5 IN LOCATIONS WHERE 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER ARE NOT
POSSIBLE, PER TEN STATE STANDARDS SECTION 8 8 4, WATER MAIN MUST BE LAID WITHIN
A SEPARATE TRENCH A SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
MUST BE 18 INCHES ABOVE THE GRAVITY SEWER PIPE
C 16
SHEET 16 OF 28

EX HYDRANT TO BE
AVOIDED
m
r
m
z
z
I
\tX
20' ASPHALT (TYP )
50 RNJ(TYP)
R25'
_ .0'
RSD112 R111
11
;X11FE
ID
RSD 700 _.. ,'�.iliffflltl—�:iHW 10,Y1
��
L,_ HW 9
R30' RSD 701 'yyy
R25',.\ f, R25'
t ti.
ROAD SECTION
WITHIN EX 50' RAN I(r
TO BE T SHOULDERS
& 2 1 DITCH SLOPES
ROAD 7 PLAN VIEW I j
STA 700+00 - END
38
I
I
PVI
3TA, 701,1113
PV
ELEV 34834
K 32 52
VC 17451
37
_HIGH
T STA 700+83 33—_
m
HIGH
PT ELEV 347 36
v
o
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w m
n j
m
Lj
N w
PVI ST 703+0654
PVI E V 34127
m
W
K; 59 37
LVC 9041
I
36
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m
p U
m m
w
I
3
EX CENTERLINE
GRADE
)5
r
PROP
CENTERLINE
GRADE
/ I
1
/
\
I I
3 (
\\_
I
I
;3
- ---- --
—
____ _
____ _..,..
_ i
ROP 24"RCP
(
A'703�9774
LINV 33473'
i
j PROP 30" RCP
I STA 703+44 79
CL INV 32910'
2
3
m
w
I W
(0
w
w
w w
LL
700+00 701+00 702+00 703+00
so 2s 0 50 STATION
SCALE 1INCH =50FEET ROAD 6 PROFILE VIEW
HORIZONTAL SCALE STA 600+00 - END
704+00
5 25 0 5
SCALE 1INCH =5 FEET
VERTICAL SCALE
LEGEND
;s
EX PROPERTY LINE
g
— —
EX RIGHT-OF-WAY\
°W
--- --- -----
EX MAJOR CONTOUR (5)
EX MINOR CONTOUR (11)
'-
— — — — — —
EX ADJACENT OWNERS
ENGINEERING
---- --- -----
EX EASEMENT
--
EX ROAD CENTERUNE
— —
EX CHANNEUSTREAM
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
— '—
EX CHANNEUSTREAM BUFFER
PHONE [phone]
EX CHAIN LINK FENCE
FIRM NC LICENSE NUMBER C-4222
— OHW— OHW—
EX OVERHEAD ELECTRIC LINE
— W — W
EX WATER LINE
— SS —SS
EX SANITARY SEWER
— SD — SD
EX STORM SEWER
-"q°4 H,DA"�,.
EX TREE LINE
_6 l .q
vs>y
PROP LOT LINES
fAL
----------_
PROP EASEMENT
PROP MAJOR CONTOUR (5')-y`�,a.�r
9
PROP MINOR CONTOUR (1')
— W W
PROP WATER LINE
a
SS —SS
PROP SANITARY SEWER
REVISION HISTORY
PROP STORM SEWER
DG
PROP GATE VALVE
REV
DESCRIPTION
DATE
PROP FIRE HYDRVALVE NT
� WITH GATE VALVE AND TEE
AND TEE
WATER MAIN CONSTRUCTION NOTES
1 ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN
180 COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER
2 CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES
3 EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE GENERALLY NOTED
"APPROXIMATE LOCATION, DEPTH UNKNOWN' IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ACCURATELY LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO
VERIFY EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL
4 THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION THE LOCATION OF KNOWN UTILITIES IS SHOWN ON THE PLAN
70 TO THE EXTENT POSSIBLE ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED WITH
THE ENGINEER PRIOR TO CONSTRUCTION
5 THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES PRIOR TO TAPPING
ANY MAIN, TURNING ANY EXISTING VALVES, OR BEGINNING CONSTRUCTION ON ANY
SEGMENT OF THE PROJECT A CURRENT COPY OF THE APPROVED DESIGN PLANS,
ENCROACHMENT AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES
6 MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND SERVICE LOCATIONS
ARE SHOWN FOR ILLUSTRATIVE PURPOSES REFER TO STANDARD DETAILS FOR PRECISE
LOCATION OF THESE ITEMS HYDRANTS SHALL BE LOCATED WITHIN 10' UTILITY EASEMENT
60 VALVES LOCATED WITHIN NCDOT RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE
WITH NCDOT STANDARDS VALVE MARKERS AND VENTS SHOULD BE INSTALLED AT THE
RIGHT OF WAY UNE VALVES SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM OF THE DITCH
7 MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE 3' ALL OTHER
LOCATIONS 4'
8 WATER SERVICE STUB -OUTS SHALL BE MADE PRIOR TO PLACEMENT OF ROADWAY STONE
9 TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES CONTRACTOR SHALL
INSTALL WIRES IN A 4" PVC PIPE CLEANOUT AT MAIN VALVES WITH A BRASS CAP AND
50 CONCRETE DONUT
SANITARY SEWER CONSTRUCTION NOTES
1 ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER
2 CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES
3 MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4'
A0 4 GRAVITY SEWER WITHIN 50' OF SURFACE WATERS OR WETLANDS SHALL BE DUCTILE IRON
PIPE AND HAVE MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS MEETING
WATER MAIN STANDARDS (15A NCAC 18C)
5 MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER SHALL BE 10
FEET WHEN RUNNING PARALLEL, THE TOP OF SANITARY PIPING SHALL BE AT LEAST 18
INCHES BELOW THE BOTTOM OF THE WATER MAIN WHEN CROSSING, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 24 INCHES BELOW THE BOTTOM OF THE WATER
MAIN
6 MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE IS 24 INCHES
30 7 MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18 INCHES
8 ALL OTHER UNDERGROUND UTIUTIES SHALL CROSS WATER & SEWER FACILITIES WITH 18--
MINIMUM VERTICAL SEPARATION
9 MAXIMUM MANHOLE SPACING SHALL BE 400
10 GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND COVERS
NOTES
'A 1 THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES
WITHI N THE PROJECT AREA
2 THE CONTRACTOR SHALL CALL THE NORTH CAROUNA ONE -CALL -CENTER AT LEAST 48
HOURS PRIOR TO BEGINNING WORK
3 THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES
4 THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION
5 IN LOCATIONS WHERE 10 HORIZONTAL SEPARATION BETWEEN WATER & SEWER ARE NOT
POSSIBLE, PER TEN STATE STANDARDS SECTION 8 8 4, WATER MAIN MUST BE LAID WITHIN
A SEPARATE TRENCH A SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
MUST BE 18 INCHES ABOVE THE GRAVITY SEWER PIPE
ORIGINAL PLAN SIZE 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE 1INCH =50 FEET
SCALE ADJUSTMENT
THIS — M I INCH IN LENGTH
�z ON ORIGINAL DRAWING
I 1I
IF IT IS NOT 1 INCH ON THIS
SHEET ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE
11-14-19
SCALE
AS SHOWN
DESIGNED BY
FILM
APPROVED BY
FLM
PROJECT NO
18066
ROAD 7 PLAN & PROFILE
C-17
SHEET 17 OF 28

m
m
D
O
z
Ell
PROP. MH 112 \
PROP. MH 113
PROP MH 114/80(
9p\
RSD 115
ROAD 8 PLAN VIEW
STA 800+00 - END
/PROP. MH802
34
{
340
33
.........__ .... __.........
-330
r EX. CENTERLINE
/ GRADE
t � \
PROP CENTERLINE
GRADE
32
-- -, - - _. .......- �„-- PROP. 8 CL350 DUCTILE --- --
320
IRON WATER LINE
P A 65LF of 8" SDR35 PVC @ 0,70%
-2.98,
31
8,,8
.._._....._ .. ........ .. .708LF of 8' SDR35 PVC �..� } _.:.... .................. .................. ..
310
@ 0.48%
���f
MH-114/800 MH-802
4' DIA. 4' DIA.
STA:134+97.97 STA:802+06.19
I RIMRIM'.312.51
'INV IN:308.03 6" SDR35 PVC 1 INV OUT.307.87 B" SDR35 PVC
INV IN'.308.03 8" SDR35 PVC
INV OUT:307.93 8" SDR35 PVC'
MH-8001001
30,
,�.._...... ..... ..........___........ 4' DIA °.
----................. _....... ...- ......_.._ ___.....
300
STA0+00.00
RIM:313.09
INV IN:307.41 8" SDR35 PVC
INV IN:307.41 8" SDR35 PVC
INV OUT:307.31 8" SDR35 PVC
I
29
_....._....._._...........__._.............._._................
................
zso
28
f
n r
280
m m
CD
('J
w
TOI
(0 (9 0
LLTo I
800+00 801+00 802+00
50 25 0 50 STATION
SCALE: 1INCH=50 FEET ROAD 8 PROFILE VIEW
HORIZONTAL SCALE STA 800+00 - END
5 2.5 0 5
SCALE' 1 INCH = 5 FEET
VERTICAL SCALE
LEGEND
EX. PROPERTY LINES
R`;?
- -
EX. RIGHT-OF-WAYS%
-'--- --- ----
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR IV)
- -
EX. ADJACENT OWNERS
ENGINEERING
- - - - - - - - - -
- EX. EASEMENT
--
EX. ROAD CENTERLINE
- -
EX.CHANNEUSTREAM
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
-
EX. CHANNEUSTREAM BUFFER
PHONE: 919.610,1051
EX. CHAIN LINK FENCE
FIRM NO LICENSE NUMBER C4222
-OHW-OHW-
EX. OVERHEAD ELECTRIC LINE
- W - W
EX. WATER LINE
- SS - SS
EX. SANITARY SEWER
- SD -SD
EX. STORM SEWER
°'b "•t44 4€i
EX. TREE LINE
PROP. LOT LINES
w:
PROP. EASEMENT
PROP. MAJOR CONTOUR O 6'
PROP. MINOR CONTOUR (1')';�'.7'}]g;..Tq.
- W - W
PROP- WATER LINE
F
-SS -SS
PROP. SANITARY SEWER
REVISION HISTORY
PROP. STORM SEWER
DG
PROP. GATE VALVE
REV
DESCRIPTION
DATE
PROP. FIRE HYDRANT ASSEMBLY
� WITH GATE VALVE AND TEE
WATER MAIN CONSTRUCTION NOTES
1, ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN
COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2. CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3. EXISTING MAINS ARE SHOWN TOTHE EXTENT POSSIBLEAND ARE GENERALLY NOTED
'APPROXIMATE LOCATION, DEPTH UNKNOWN". IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ACCURATELY LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO
VERIFY EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL.
4, THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. THE LOCATION OF KNOWN UTILITIES IS SHOWN ON THE PLAN
TO THE EXTENT POSSIBLE. ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED WITH
THE ENGINEER PRIOR TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES PRIOR TO TAPPING
ANY MAIN, TURNING ANY EXISTING VALVES, OR BEGINNING CONSTRUCTION ON ANY
SEGMENT OF THE PROJECT. A CURRENT COPY OF THE APPROVED DESIGN PLANS,
ENCROACHMENT AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES.
6. MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND SERVICE LOCATIONS
ARE SHOWN FOR ILLUSTRATIVE PURPOSES. REFER TO STANDARD DETAILS FOR PRECISE
LOCATION OF THESE ITEMS. HYDRANTS SHALL BE LOCATED WITHIN 1U UTILITY EASEMENT.
VALVES LOCATED WITHIN NCDOT RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE
WITH NCDOT STANDARDS. VALVE MARKERS AND VENTS SHOULD BE INSTALLED AT THE
RIGHT OF WAY LINE. VALVES SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM OF THE DITCH.
7. MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE 3'. ALL OTHER
LOCATIONS 4'.
8. WATER SERVICE STUB -OUTS SHALL BE MADE PRIOR TO PLACEMENT OF ROADWAY STONE,
9, TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES. CONTRACTOR SHALL
INSTALL WIRES IN A 4" PVC PIPE CLEANOUT AT MAIN VALVES WITH A BRASS CAP AND
CONCRETE DONUT.
SANITARY SEWER CONSTRUCTION NOTES
1. ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2. CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3, MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4'.
4. GRAVITY SEWER WITHIN 50' OF SURFACE WATERS OR WETLANDS SHALL BE DUCTILE IRON
PIPE AND HAVE MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS MEETING
WATER MAIN STANDARDS (15A NCAC 18CL
5. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER SHALL BE 10
FEET. WHEN RUNNING PARALLEL, THE TOP OF SANITARY PIPING SHALL BEAT LEAST 18
INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEN CROSSING, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 24 INCHES BELOW THE BOTTOM OF THE WATER
MAIN.
6. MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE IS 24 INCHES.
7. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18 INCHES.
8, ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"
MINIMUM VERTICAL SEPARATION.
9. MAXIMUM MANHOLE SPACING SHALL BE 400'.
10. GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND COVERS.
NOTES
1. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES
WITHIN THE PROJECT AREA.
2. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST 48
HOURS PRIOR TO BEGINNING WORK.
3. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES.
4, THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5. IN LOCATIONS WHERE TO- HORIZONTAL SEPARATION BETWEEN WATER & SEWER ARE NOT
POSSIBLE, PER TEN STATE STANDARDS SECTION 8.8.4, WATER MAIN MUST BE LAID WITHIN
A SEPARATE TRENCH A SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
MUST BE 18 INCHES ABOVE THE GRAVITY SEWER PIPE.
ORIGINAL PLAN SIZE: 24"X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE: 1 INCH = 50 FEET
SCALE ADJUSTMENT
IS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
D
1 j
IF IT IS NOT 1 INCH ON THIS
iy SHEET. ADJUST YOUR SCALE
RDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE:
17-14-19
SCALE:
AS SHOWN
DESIGNED BY:
FILM
APPROVED BY:
FLM
PROJECT NO.:
18066
ROAD 8 PLAN & PROFILE
C-18
SHEET 18 OF 28

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PROP. MH 006
�N
GRAVITY SEWER OUTFALL PLAN VIEW
STA 0+00 - END
33
330
\�\ j EX. CENTERLINE
GRADE
I
32
____. ...___ i ......_........ ......
i
_........ PROP. CENTERLINE ...... __ _ \ _........ _.. __.._..... _ __......._. _ _..............
\
.. .......... ___ _ ........... i._.... ..____........
........I..._ _ ....__....
I .. .. __._.......
GRADE
_ ._........
_ _ _. ._.. _ .._.......
. _ ........._ ..___.
320
1
\
i
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I
I
31
............. ...._..........
_____...
__ .._....__
.......... __
..........
,
I
_.____.... .... _ ............ ........
_. ........___ .....__........
3 10
iB9LF of 8" SDR35
PROP. SCALE 4
I
PVC @ 1.00%
MH40/001
7521Fof8,
'DA
SDR35 pVC
STA0+00.00
MH-002 @2z21%
RIM:313.09
4' DIA.
\
j
INV IN:307.11 8" SDR35 PVC
INV IN:307.41 8" SDR35 PVC
STA 1+88.95
RIM:314,62
�q6<R
\
INV OUT:307.31 8 SDR35 PVC
INV IN:305.42 8" SDR35 PVC
fg,
SDR35
I 45LF of 8' SDR35 PVC 7.61%
30
____......... ....._.... .�.............._ ..............
MH-003
._........._.INV OUT:305.32 8" SDR35 PVC. ..........._.... ......._ .__...
<. .. P ..........
@
-
4' DIA
VC
@3.89i
_. _...._........
... .. X... ........ .. ......................_ . ....................................
_..
300
:. STA:3+40.79
�\
RIM:310,72
\\
INV IN:301.978" SDR35 PVC
INV OUT:301.87 8" SDR35 PVC
o e
-004
SOR85p
1
4HDIA
STA'.4+87.it
P0 i
�q7Bn--�-�
RIM:304.45
INV IN:296.18 8" SDR35 PVC
29
............. ____.. p. .... __....... ....__.._
...._._.__... ......... .......__.. ......._.__ ___. .....__....
INV OUT:296,08 8" SDR35 PVC
........._.__ ....._< __....
. __..... ....____ ...
....., .. __.........
___.. e-290
PVC @ 0,93 %
t
192LF of 8 SDR35
i
MH 005
4' DIA.
MH-006
STA6+40.53
4' DIA
RIM:296.73
STA:531+91.72
INV IN'.289.70 8" SDR35 PVC
RIM'.296.57
INV OUT 289.60 8" SDR35 PVC INV
OUT.288.00 8 PVC
SDR35
I EX MH 510
4 DIA
28
. __........... .. ......._..___. _.
_..... . _.....___._
........STA 531+58.01
. ........ .........
RIM'.298,86
280
INV IN:286.21 8" EX. SDR35 PVC
INV IN:286.218"SDR35 PVC
INV IN:286.21 8" SDR35 PVC
INV OUT :286.058" EX, CL350 DIP
27
270
7
a
W
O
U' ('J [7
U' U' U'
U' U' U' U' (7
w
O 0 0U'
LL
(9 U' 00
(7 (7 O
+w 1+°° l+w 3+00 4+00 5+00 6+00 7+00
50 25 0 50 STATION
5 2.5 0 5
SCALE _ INCH =5°FEET LE:I INCH FEET
GRAVITY SEWER OUTFALL PROFILE VIEW
SCA
HORIZONTALSCALE STA 0+00 - END VERTICALSCALE
8+00 9+00
LEGEND
EX. PROPERTY LINE •••ti
EX. RIGHT-OF-WAY
----- ---- ---- EX. MAJOR CONTOUR (5')
-- EX. MINOR CONTOUR (T)
EX. ADJACENT OWNERS C
- - - - - - - - - - - EX. EASEMENT ENGINEERING
EX. ROAD CENTERLINE
POST OFFICE BOX 91727
EX. CHANNEUSTREAM RALEIGH, NORTH CAROLINA 27675
EX. CHANNEUSTREAM BUFFER PHONE: 919.610,1051
EXCHAIN LINK FENCE FIRM NC LICENSE NUMBER C-4222
--.
- OHW- OHW- EX. OVERHEAD ELECTRIC LINE
- W - W EX. WATER LINE
- SS - SS EX. SANITARY SEWER
- SO - SO EX. STORM SEWER „•`£y"4N %1 `,
;, .. .. .,,.,.... EX. TREE LINE
PROP. LOT LINES
t
- - - - - - - - - - - PROP. EASEMENT f' Ef 463'
'.• tf k 1'1 6n.;
PROP. MAJOR CONTOUR (5) ,��N�JNFYP
PROP. MINOR CONTOUR (1').,,<fia1,/EW
W W PROP. WATER LINE
_SS -SS PROP. SANITARY SEWER
PROP. STORM SEWER REVISION HISTORY
Dd PROP. GATE VALVE REV DESCRIPTION DATE
PROP. FIRE HYDRANT ASSEMBLY
WITH GATE VALVE AND TEE
WATER MAIN CONSTRUCTION NOTES
1. ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN
COUNTY PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2. CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3. EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE GENERALLY NOTED
"APPROXIMATE LOCATION, DEPTH UNKNOWN". IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ACCURATELY LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO
VERIFY EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL.
4. THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. THE LOCATION OF KNOWN UTILITIES IS SHOWN ON THE PLAN
TO THE EXTENT POSSIBLE. ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED WITH
THE ENGINEER PRIOR TO CONSTRUCTION.
5, THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES PRIOR TO TAPPING
ANY MAIN, TURNING ANY EXISTING VALVES OR BEGINNING CONSTRUCTION ON ANY
SEGMENT OF THE PROJECT. A CURRENT COPY OF THE APPROVED DESIGN PLANS,
ENCROACHMENT AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES.
6, MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND SERVICE LOCATIONS
ARE SHOWN FOR ILLUSTRATIVE PURPOSES. REFER TO STANDARD DETAILS FOR PRECISE
LOCATION OF THESE ITEMS. HYDRANTS SHALL BE LOCATED WITHIN 10' UTILITY EASEMENT.
VALVES LOCATED WITHIN NCDOT RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE
WITH NCDOT STANDARDS. VALVE MARKERS AND VENTS SHOULD BE INSTALLED AT THE
RIGHT OF WAY LINE. VALVES SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM OF THE DITCH.
7. MINIMUM DEPTH OF BURY FOR WATER MAINS UNDER PAVEMENT SHALL BE 3'. ALL OTHER
LOCATIONS 4'.
8. WATER SERVICE STUB -OUTS SHALL BE MADE PRIOR TO PLACEMENT OF ROADWAY STONE.
9. TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES. CONTRACTOR SHALL
INSTALL WIRES IN A 4" PVC PIPE CLEANOUT AT MAIN VALVES WITH A BRASS CAP AND
CONCRETE DONUT.
SANITARY SEWER CONSTRUCTION NOTES
1. ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FRANKLIN COUNTY
PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER.
2. CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN COUNTY PUBLIC
UTILITIES.
3. MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4'.
4. GRAVITY SEWER WITHIN 50' OF SURFACE WATERS OR WETLANDS SHALL BE DUCTILE IRON
PIPE AND HAVE MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS MEETING
WATER MAIN STANDARDS (15A NCAC 18C).
5, MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER SHALL BE 10
FEET. WHEN RUNNING PARALLEL, THE TOP OF SANITARY PIPING SHALL BE AT LEAST 18
INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEN CROSSING, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 24 INCHES BELOW THE BOTTOM OF THE WATER
MAIN,
6. MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE IS 24 INCHES.
7. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18 INCHES.
8, ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"
MINIMUM VERTICAL SEPARATION.
9, MAXIMUM MANHOLE SPACING SHALL BE 400'.
10, GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND COVERS.
NOTES
1, THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES
\MTHIN THE PROJECT AREA.
2. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST 48
HOURS PRIOR TO BEGINNING WORK.
3. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES.
4. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5. IN LOCATIONS WHERE 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER ARE NOT
POSSIBLE, PER TEN STATE STANDARDS SECTION 8.8.4, WATER MAIN MUST BE LAID WITHIN
A SEPARATE TRENCH A SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
MUST BE 18 INCHES ABOVE THE GRAVITY SEWER PIPE.
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE. 1 INCH = 50 FEET
SCALE ADJUSTMENT
iH15BA1SIINLH IN LENGTH
ON ORIGINAL DRAWING
R
I II
IFITISNOTI NCHONTHIS
SHEET, AOJUST YOUR SGLE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY. NC
CAPITAL LAND, LLC
DATE: 11-14-19
SCALE: ASSHOWN
DESIGNED BY: FILM
APPROVED BY: ELM
PROJECT NO.: 18066
GRAVITY SEWER OUTFALL PLAN
& PROFILE
C-19
SHEET 19 OF 28

NOTES
1. THE WETLAND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSTRUCTION SHALL
BE SEQUENCED SO THAT VEGETATION CAN BE PLANTED AND THE WETLAND BROUGHT ONLINE
WITHIN 14 DAYS. PLANTS MAY NEED TO BE WATERED DURING THIS TIME IF THE DEVICE IS NOT
BROUGHT ONLINE THE SAME DAY. STABILIZATION MAYBE IN THE FORM OF FINAL VEGETATION
PLANTINGS OR A TEMPORARY MEANS UNTIL THE VEGETATION BECOMES ESTABLISHED, IF USING
A TEMPORARY MEANS, CONTRACTOR SHALL PROVIDE A WET HYDROSEED MIX. CONTRACTOR
SHALL SCARIFY THE SOIL TO A HALF -INCH PRIOR TO HYDROSEEDING.
2, INLET AND OUTLET CHANNELS SHALL BE PROTECTED FROM SCOUR THAT MAY OCCUR DURING
PERIODS OF HIGH FLOW. STANDARD EROSION CONTROL MEASURES SHOULD BE USED.
3, THE STORMWATER WETLAND SHOULD BE STAKED AT THE ONSET OF THE PLANTING SEASON.
WATER DEPTHS IN THE WETLAND SHOULD BE MEASURED TO CONFIRM THE ORIGINAL PLANTING
ZONES. AT THIS TIME, IT MAYBE NECESSARY TO MODIFY THE PLANTING PLAN TO REFLECT
ALTERED DEPTHS OR THEAVAILABILITY OF WETLAND PLANT STOCK CONTRACTOR SHALL
COORDINATE PLANTINGS, PLANTING ZONES AND WATER DEPTHS WITH THE ENGINEER.
SURVEYED PLANTING ZONES SHOULD BE MARKED ON AN'AS-BUILTOR RECORD DESIGN PLAN
AND LOCATED IN THE FIELD USING STAKES OR FLAGS.
4. THE WETLAND DRAM SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO THE
PLANTING DATE (WHICH SHOULD COINCIDE WITH THE DELIVERY DATE FOR THE WETLAND PLANT
STOCK) TO PRESERVE SOIL MOISTURE AND WORKABILITY.
5. NURSERY STOCK SHALL BE TRANSPLANTED FROM LOCAL AQUATIC PLANT NURSERIES. THE
OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MIDJUNE SO THAT THE
WETLAND PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD THE ROOT RESERVES NEEDED
TO SURVIVE THE WINTER. HOWEVER, SOME SPECIES MAY BE PLANTED SUCCESSFULLY IN EARLY
FALL. CONTRACTOR SHALL CONTACT NURSERY WELL IN ADVANCE OF CONSTRUCTION TO
ENSURE THAT THEY WILL HAVE THE DESIRED SPECIES AVAILABLE.
6, POST -NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN
DELIVERY OF THE PLANTS AND THEIR SUBSEQUENT INSTALLATION BECAUSE THEY ARE PRONE
TO DESICCATION. STOCK SHOULD BE FREQUENTLY WATERED AND SHADED.
7. SHWT TO BE EVALUATED PRIOR TO CONSTRUCTION. IF SHWT IS WITHIN T OF PPE ELEVATION, A
CLAY LINER WILL NOT BE REQUIRED, OTHERWISE, INSTALLATION OF A 6' CLAY LINER WILL BE
REQUIRED. CLAY LINER SHALL HAVE A MINIMUM 15% PASSING THE #200 SIEVE AND A MAX
PERMEABILITY OF 1 X 1 Os CWSEC. ACCEPTABLE ALTERNATIVES INCLUDE A 30 MIL POLY -LINER
OR A BENTONITE LINER.
B. GRADES SHOWN REPRESENT FINISH GRADE ELEVATIONS. TO ACHIEVE FINISH GRADE
ELEVATIONS, INSTALL 4" OF TOPSOIL.
9. PROVIDE PLANTS PER TABLE ON THIS SHEET. DAM STRUCTURE AND PERIMETER FILL SLOPES
SHALL BE PLANTED WITH NON -CLUMPING TURF GRASS. TREES AND WOODY SHRUBS NOT
ALLOWED.
10, CATTAILS SHALL NOT BE PLANTED IN WETLAND.
OUTLET STRUCTURE NOTES & SPECIFICATIONS
1. RCP OUTLET SHALL BE CLASS III RCP MEETING REQUIREMENTS OF ASTM C76. THE PIPE JOINTS
SHALL BE MORTAR OR FLEXIBLE PLASTIC TYPE JOINT.
2, THE MANHOLE OUTLET RISER SHALL MEET ASTM C-913. THE MANHOLE JOINTS SHALL BE ASTM
C-0 RUBBER GASKET JOINTS. MANHOLE JOINTS SHALL BE SECURELY ANCHORED TO PREVENT
SEPARATION. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THE MANHOLE SECTION
ANCHORING SYSTEM.
3. WATERTIGHT SEAL SHALL BE PROVIDED AT RISER/BARREL INTERFACE. PERVIOUS MATERIAL
SUCH AS SAND, GRAVEL, OR CRUSHED STONE SHALL NOT BE USED AS BACKFILL AROUND THE
PIPE OR ANTI -SEEP COLLAR. FILL MATERIAL AROUND THE RISER/SARREL STRUCTURE SHALL BE
PLACED IN 4` LAYERS AND COMPACTED TO THE SAME DENSITY AS THE ADJACENT EMBANKMENT.
4. OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS V-2" ON CENTER. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STD. 840.66.
5. CONCRETE ANTI -FLOATATION BLOCK SHALL BE PRECAST DURING FABRICATION. IF THE
CONCRETEANTI-FLOATATION BLOCK IS CAST SEPARATE FROM THE MANHOLE ASSEMBLY THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING THE ANTI -FLOATATION BLOCK TO THE
MANHOLE RISER ASSEMBLY_
6, ALL POURED CONCRETE SHALL BE A MINIMUM 3,000 PSI (28 DAY) UNLESS OTHERWSE NOTED.
7. NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED AROUND EACH JOINT OF THE RCP OUTLET
BARREL IN 2' WIDE STRIPS CENTERED ON JOINT. FABRIC SHALL BE AMOCO STYLE 4553
POLYPROPYLENE NON -WOVEN NEEDLE PUNCHED OR APPROVED EQUAL (NON -WOVEN FABRIC).
BERM SPECIFICATIONS
1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTED
TO AT LEAST 98%STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE
CONTENT. NO BLASTED MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION. SOILS
SHALL NOT EXHIBIT SIGNIFICANT SHRINOSWELL OR DISPERSIVE CHARACTERISTICS, THE ON -SITE
GEOTECHNICAL ENGINEER SHALL APPROVE THE SOILS FOR PLACEMENT WITHIN THE BERM
SECTION. THE GEOTECHNICAL ENGINEER SHALL ALSO SPECIFY THE METHODS TO BE USED FOR
PLACEMENT OF FILL.
2, IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2,500
SQUARE FEET PER VERTICAL CUT OF FILL.
3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF TWO
FEET BELOW EXISTING GRADE, THE MINIMUM BOTTOM WIDTH SHALL BE WIDE ENOUGH TO
PERMIT OPERATION OF EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE SHALL BE
LESS THAN 2' WIDE. CONTRACTOR SHALL CONFIRM KEY TRENCH DEPTH AND WIDTH WITH THE
ON -SITE GEOTECHNICAL ENGINEER. SOILSAND COMPACTION FOR KEY TRENCH SHALL MEETALL
REQUIREMENTS OF Wi ABOVE,
4. FILL PLACEMENT SHALL NOT EXCEED A MAXIMUM OF 8" LIFTS. EACH LIFT SHALL BE CONTINUOUS
FOR THE ENTIRE LENGTH OF EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM
SECTION, ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY
PREPARED FOR FILL PLACEMENT.
5. NO TREES OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION.
6. WEIR SHALL BE LINED WITH NORTH AMERICAN GREEN SC250 MATTING, OR APPROVED EQUAL.
7, SIDE SLOPES SHALL BE LINED WITH NAG S75, OR APPROVED EQUAL.
8, INSTALL ANTI -SEEP COLLAR AT MIDPOINT OF OUTLET PIPE. CONCRETE SHALL BE3,000 Psi (28
DAYS) AND REINFORCED WITH "REBAR 12" O.C. EACH WAY. MINIMUM BEARING CAPACITY
BENEATH COLLAR SHALL BE 20DO PSF.
STAGE -STORAGE TABLE
ELEVATION
(FT)
SURFACE AREA
(SF)
TOTAL STORAGE
(CF)
29800
37,432
0
29900
40,316
38,865
300.00
43,259
80,644
301.00
46,258
125,394
302DO
49,986
173,504
303AO
53,529
225,251
CALL 48 HOURS BEFORE
YOU DIG
II II
II®!
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
02019 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING.
/ kw;
/J6
PROAT SWETLAND-LINE SLOPE WITH Qa,, ... 2$800X ry�� /
WTH
I ';
STORMWATER WETLAND PLAN VIEW
SCALE: 1—30'
30'
PROP. 5' X 5' PRECAST
CONCRETE RISER STRUCTURE
4' X 4' GRATE ELEV. = 301.00'
3 - 6" ORIFICE ELEV. = 299.25'
1 - 3" ORIFICE ELEV. = 298.00'
18" INV OUT = 298.00'
4'
PROP. 3" SCHED 40 PVC W/ INSIDE
90' TURNDOWN
INV 298,00'
X
e f f I I
- 6f.0p
f SIDO
I
1
PROP 4 TALL EPDXY
COATED CHAIN LINK
FENCE TO
SURROUND SCM'i
f 1 In/ I,
/ f 1
f f I
f I I
/ I
00 .... N I
-// 54J+00
PROP. 10' WIDE _ I N
DOUBLE SWING GATE ! I
I;
SWALE 4 I
1 N ii
Kra/ /• \\
PROP. TRASH RACK
TOP OF BANK
ELEV. = 303.00'
_(
10'
PROP. EMERGENCY SPILLWAY
ELEV. = 302.00%
LINED WITH NAG SC250
— — — (OR APPROVED EQUAL)
i
ANTI -SEEP COLLAR
INV OUT = 298.00'
0j40LFI8,-,ECp @ 2.5%
FES INV = 297.00'
I(MIN)5, i
LEGEND
— —
EX. RIGHT-OF-WAY
— — — — — —
EX. ADJACENT OWNERS
-325 --
EX. MAJOR CONTOUR (10')
-- -
EX, MINOR CONTOUR (2')
— -- —
EX. FEMA FLOODPLAIN BOUNDARY
— — —
EX. STREAM
— —'
EX. STREAM BUFFER
EX. FENCE
— OHW— OHW—
EX. OVERHEAD ELECTRIC LINE
EX WETLANDS
PROP. PARCEL BOUNDARY
— —
PROP. RIGHT-OF-WAY
PROP. LOT LINES
—
PROP. ROAD CENTERLINE
LD�- LD
PROP. LIMIT OF DISTURBANCE
—
PROP EASEMENT
-- -- ----
PROP. WATER LINE
'ia -- ---
PROP. SANITARY SEWER
— SD — SD —
PROP. STORM SEWER
325
PROP. MAJOR CONTOUR (T)
324
PROP. MINOR CONTOUR IV)
PROP. DRAINAGE SWALE
SHALLOW LAND AREA
SHALLOW WATER AREA
i -
DEEP POOL AREA
STORMWATER WETLAND MAINTENANCE NOTES
1, THE LANDSCAPE PROFESSIONAL MANAGING THE WETLAND MUST
UNDERSTAND THE BIOLOGICAL REQUIREMENTS OF THE PLANTS AND
MANAGE WATER LEVELS APPROPRIATELY TO PROVIDE FOR THEIR NEEDS.
2, ALTHOUGH WETLAND PLANTS REQUIRE WATER FOR GROWTHAND
REPRODUCTION, THEY CAN BE KILLED BY DROWNING IN EXCESSIVELY
DEEP WATER. USUALLY, INITIAL GROWTH IS BEST WITH TRANSPLANTED
PLANTS IN WET, WELL -AERATED SOIL. OCCASIONAL INUNDATION
FOLLOWED BY EXPOSURE TO AIR OF THE MAJORITY OF THE VEGETATION
ENABLES THE PLANTS TO OBTAIN OXYGEN AND GROW OPTIMALLY.
CONVERSELY, FREQUENT SOIL SATURATION IS IMPORTANT FOR WETLAND
PLANT SURVIVAL
3, DRAMATIC SHIFTS CAN OCCUR AS PLANT SUCCESSION PROCEEDS. THE
PLANT COMMUNITY REFLECTS MANAGEMENT AND CAN INDICATE
PROBLEMS OR THE RESULTS OF IMPROVEMENTS. FOR EXAMPLE, A
REQUIREMENT OF SUBMERGED AQUATIC PLANTS, SUCH AS PONDWEED
(POTAMOGETON SEE.), IS LIGHT PENETRATION INTO THE WATER COLUMN.
THE DISAPPEARANCE OF THESE PLANTS MAY INDICATE INADEQUATE
WATER CLARITY. THE APPEARANCE OF INVASIVE SPECIES OR
DEVELOPMENT OF A MONOCULTURE IS ALSO A SIGN OF A PROBLEM WITH
THEAD UATICISOIWEGETATIVE REQUIREMENTS. FOR INSTANCE, MANY
INVASIVE SPECIES CAN QUICKLY SPREAD AND TAKE OVER A WETLAND. IF
CATTAILS BECOME INVASIVE, THEY CAN BE REMOVED BY A LICENSED
AQUATIC PESTICIDE APPLICATOR BY WIPING AQUATIC GLYPHOSATE, A
SYSTEMIC HERBICIDE, ON THE CATTAILS.
4. UNLIKE MAINTENANCE REQUIREMENTS FOR WET OR DRY STORMWATER
PONDS, SEDIMENT SHOULD ONLY BE SELECTIVELY REMOVED FROM
STORMWATER WETLANDS, PRIMARILY FROM THE FOREBAY SEDIMENT
REMOVAL DISTURBS STABLE VEGETATION COVER AND DISRUPTS
FLOWPATHS THROUGH THE WETLAND. THE TOP FEW INCHES OF
SEDIMENT SHOULD BE STOCKPILED SO THAT IT CAN BE REPLACED OVER
THE SURFACE OF THE WETLAND AFTER THE COMPLETION OF SEDIMENT
REMOVAL TO RE-ESTABLISH THE VEGETATIVE COVER USING ITS OWN
SEED BANK ACCUMULATED SEDIMENT SHOULD BE REMOVED FROM
AROUND INLET AND OUTLET STRUCTURES.
STORMWATER WETLAND PLANTING TABLE
QUANTITY BOTANICAL NAME I COMMON NAME SIZE SPACING
SHALLOW WATER PLANTINGS (AREA = 15,107 SO. FT.; 50 HERBACEOUS PLANTS PER 200 SO. FT.', 3,777 TOTAL PLANTS REQ.)
755
ACORUS SUBCORDATUM
SWEETFLAG
4 _ IN.
2' O.C.
755
HYDROLEAQUADRIVALVIS
WATERPOD
4CU. IN.
2'O.C.
755
IRIS VIRGINICA
BLUE FLAG IRIS
4 CU. IN.
2' O.C.
756
SAGITTARIA LATIFOLIA
DUCK POTATO
4CU. IN.
2'O.C.
756
SAURURUS CERNUUS
LIZARD'S TAIL
4 CU, IN.
2' O.C.
SHALLOW LAND PLANTINGS (AREA = 18,090 SQ. FT.; 50 HERBACEOUS PLANTS PER 200 SQ. FT.; 4,522 TOTAL PLANTS FLO.)
1507
CAREX TENERA
QUILL SEDGE
4CU. IN.
2'O. C.
1507
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
4 . I.
CU N
2' O.C_
1508
LOBELIA ELONGATA
LONGLEAF LOBELIA
4 CU. IN.
ZOO
DEEP POOL
100
ELEOCHARISACICULARIS
NEEDLE SPIKERUSH
BARE ROOT
N/A
100
NUPFIAR LUTEA SSP. ADVENA
YELLOW POND -LILY
BARE ROOT
N/A
%4
k
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NO LICENSE NUMBER C4222
,:`•OATH".,.
CAL.
�SpI4°(StNE��"L�
<, cbNFTt n ,P
REVISION HISTORY
REV DESCRIPTION DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
30 15 0 30
SCALE'. 1 INCH = 30 FEET
SCALE ADJUSTMENT
THIS RAR IS 1 INCH IN LENGTH
�z ON ORIGINAL DRAWING
U 1'
I I
IF IT IS NOT'
INCH ON THIS
SHEET, AUJUST YOUR SCALE
aoINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 28 & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE:
11-14-19
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
18066
STORMWATER MANAGEMENT
DETAILS
C 20
SHEET 20 OF 28

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGOI Construction General Permit (Sections E and F, respectively) The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4 1
-7 days for perimeter dikes, swales,
(d) Slopes 3 1 to 4 1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4.1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil Use one of the
techniques in the table below
• Tomporary grass seed covered with straw or
other mulches and tackitlers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic shcctng
• Permanent grass seed covered with straw or
other mulches and tacklfiers
• Geotextile fabrics such as permanent sod
reinforcerrient matting
• Hydroseeding
• Shrubs or other permanent planting% covered
with rnulLh
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1 Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flacculants
2 Apply flocculants at or before the inlets to Erosion and Sediment Control Measures
3 Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculonts and in accordance with the manufacturer's instructions
4 Provide ponding area for containment of treated Stormwater before discharging
offsite
5 Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids
2 Provide drip pans under any stored equipment
3 Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project
4 Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible)
5 Remove leaking vehicles and construction equipment from service until the problem
has been corrected
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1 Never bury or burn waste. Place litter and debris in approved waste containers
2 Provide a sufficient number and size of waste containers (e g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3 Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available
4 Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland
S. Cover waste containers at the end of each workday and before storm events or
provide secondary containment Repair or replace damaged waste containers
6 Anchor all lightweight items in waste containers during times of high winds
7 Empty waste containers as needed to prevent overflow Cleanup immediately if
containers overflow
8 Dispose waste off -site at an approved disposal facility
9. On business days, clean up and dispose of waste in designated waste containers
PAINT AND OTHER LIQUID WASTE
1 Do not dump paint and other liquid waste into storm drains, streams or wetlands
2 Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available
3 Contain liquid wastes in a controlled area
4 Containment must be labeled, sized and placed appropriately for the needs of site
5 Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites
PORTABLE TOILETS
1 Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags
2 Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas
3. Monitor portable toilets for leaking and properly dispose of any leaked material
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available
2 Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile
3 Provide stable stone access point when feasible.
4 Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH
LINER
00
ITT
BELOW
.wTMa�wD��
GRADE WASHOUT STRUCTURE
— �ce omma��
ABOVE GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
1 Do not discharge concrete or cement slurry from the site
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility
3 Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence
4 Install temporary concrete washouts per local requirements, where applicable If an
alternate method or product is to be used, contact your approval authority for
review and approval If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail
5 Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters Liquid waste must
be pumped out and removed from project
6 Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow
7 Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority
8 Install at least one sign directing concrete trucks to the washout within the project
limits Post signage on the washout itself to identify this location
9 Remove leavings from the washout when at approximately 75% capacity to limit
overflow events Replace the tarp, sand bags or othertemporary structural
components when no longer functional When utilizing alternative or proprietary
products, follow manufacturer's instructions
10 At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout
HERBICIDES, PESTICIDES AND RODENTICIDES
1 Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions
2 Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning
3 Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water If a spill occurs, clean area immediately.
4 Do not stockpile these materials onsite
HAZARDOUS AND TOXIC WASTE
1 Create designated hazardous waste collection areas on -site
2. Place hazardous waste containers under cover or in secondary containment
3 Do not store hazardous chemicals, drums or bagged materials directly on the ground
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
n�.
's y
av
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
RMV DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
I 11
IF IT IS NOT 1 INCH ON THIS
SHEET ACUUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE 11-14-19
SCALE AS SHOWN
DESIGNED BY FLM
APPROVED BY FLM
PROJECT NO 18066
NCDEQ NCG01 GROUND
STABILIZATION AND MATERIALS
HANDLING
C-21
SHEET OF 28
OF FLM ENGINEERING INC

no.Ww,r 3a,T, �+ .m,ns� r'AAyp: wo" OF
ININIR
EATS.
PLAN
CROSS SECTION
GRAVEL CONSTRUCTION ENTRANCE
NO SCALE
PERSPECTIVE VIEW
ro>or Em�.mE 4� Isen
ANIT
ounET re«,,,a I„ESP sla"SECT[ ONAL VIEW
RISER SEDIMENT BASIN
NO SCALE
BAFFLE INSTALLATION - STEP 1 Prew�DE SP.. wEc. o
AT
TOP E. TON
EI SENo:EOPE —__--- eswas»Eo srovE ::-,
TE
E7
ARE SIDE VIEW PV� F==�'"I
BAFFLE INSTALLATION - STEP 2 E�xom Ar oPN."cIv
ILL
y-KErEonP P
RE III
a. usE ENT
srAaES AAPAnr TD nrncx PaBRIC TO,ioc vmRE FRONT VIEW
FACE
BP NA M, ITSITTAN, FINE
BAFFLE INSTALLATION aaAPIMo EOMaMFORIT111 TOPoGRADHYANDBEDIMENT GRAGERFDNIRED
NO SCALE a -RACE TO
CHECK DAM WITH WEIR
NO SCALE
SECTION
TEMPORARY DIVERSION DITCH
LENGTH (La)
TEN-DFO a °Ex° . w E w mE EP
TO
MATTE, AN, ITHES m`°o„Aa,^'EL„ x&„EON ME I SA„° n,E -
mr uxDER E "NmmER OR P O ° xc. Emw n°POT „"° n ° wo UP
IE IF I.
DOEsv°T.N'GR wxT„E�xImmER. IF NA, Pr�.EE �. En,IEE Pm�P�oE o Nl1-1 ....
HE
—11
IMER
TIE
PAIR
P YEN°E or THE _oIx ,~I" wI« "E .. To AL, T„E=nlmmEn To T„E SIDE l°n °Ere„ T„°n oDxDTxEm "' °wIx H"= ENGINEERING
POST OFFICE BOX 91727
E° END VIEW RALEIGH, NORTH CAROLINA 27675
see lF lTrcioccE°.IPmnEmovE Txe FRONT VIEW PHONE: [phone]
oEsrels.NARGE FIRM NC LICENSE NUMBER C-4222
L­EN FACIOPISI 80 TLAT ­ —..I DUEN U.-S ITE FAERIC .—RE IF OFFER ..0 AlO I 'HE M.... — IS OGREL I IF I CLOEGEC `EPC
EFonE
N=WII FREE'Lwar w.EOlAreI.uTER consTaucTRAER AND T.-RE rT'
MEN TCN'"n�°°" aEovE THE sANY RE
"Ewa noxvcPAMS GO
*„E SMmmEn D Arem eL zwaos,AE H
NTTa.r,
i
R AN
o
7
I AFTER ALL THE STRUCTI,TA"ESE°mExTsmoor„.„E AREAS HAYS IF. TOE END rH„o,0„AMP A, TIF
l,"NI IS
N°reTA" EP.°PEnLr rH.IoEBE
OmES". UP ,
eo.Ir sO nE>w TTOIT
` PERSPECTIVE VIEW r"^rEA a*..�„n CAL 1
E.T IS. —IS °Fans
.nom Pure vemnrH CEIF TIE K.MER AF. IF SMAREL SHEPI
s111HE TO BE TEI EKED -.., CtaHIE`'A
SEDIMENT BASIN CONSTRUCTION & reEorelTloxl„°TxEre.IMmEre E SKIMMER
MAINTENANCE NOTES NO SCALE
NO SCALE REVISION HISTORY
REV DESCRIPTION DATE
FRONT VIEW
E 0 `� Ius lE
k
STEEL POST SPACING IS USED
AEBE_ IT R FOR REPAR OF BUT FORCE
IE "A"' EFIRM THE ARCA TO IT
TP­
SIDE VIEW
I END IF SILT FENCE NEEII TO BE TURNIT) lPlILL.
3 INIIEIT FILL FENCES AT LEAST INIE A WEEKAND AFTER EACH FAINFAIL MIKE ANY RIQUIRED REPAIRS IMMEDIATELY.
5 REMOVE ALTU FENCIII MATERRUIll AND UN- SEDIMENT IEMCMII AND BRING THI AREA 11 GRADE AND STASITOE 11 AFTEI TIE
­PTINILNG DEMNACE —A HAS SEEN PROPERLY STADIIIED
SILT FENCE
NO SCALE
INSPECT PIPE INLET PROTECTION AT LEAST WEEKLY AND AF k EACH SIGNIFICANT (I rz INCH OR GREATER)
RAINFALLCE. OR IF THE
STONES "ENTHAVE SEENoTo s O�GED. MOMEDATELLY MAAKKE AELN E EDR PAIRS o PTAREVENT FURTHER DAMAGE
FILTER BLANKET
RIP RAP ENERGY DISSIPATOR
NO SCALE
..
3 t.,
—OF IRI
7LAN VIEW
IYELy
I
'+
. -_
E VIEW TLMNLOEH'Y� IA. E MET
NNUM
All
I INSPECT SILT FENCES OUTLETS AT LEAST NEl A ACEK AND ­ EACH ­FAUL. AKE ANY PEOURS. ESPAPTI—STIATELY
PRESSURE ON THE FENCE. TINE CARE TO A111D UP N 'ENT ITURNS ITT
3 NEN"E ALL SILT FENCE CUT El MATERIALS INTO UNIT—E SEDITIENT 1EPPITTI AND EFINI THE ARGA TO GRALE AND STASILISE
IT AFTER TIE CONTRIBUTING INTAINATRE AREA HAS FOUR lB.IERLI SIA.ILCEP
_ 1 z � 3cs'F'0d4,` S' 1pppp0
SILT FENCE OUTLET
NO SCALE
VUILtI Ut IAL)
SILT FENCE OUTLET w/ J—HOOK
NO SCALE
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS MR IS I INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT IS NOT 1 INCH ON THIS
SHEET, SOL UST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 213 & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY. NC
CAPITAL LAND, LLC
DATE:
11-14-19
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
18066
DETAILS
C-23
SHEET 23 OF 28

FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
DATE
TIME
PI-ANTING RATE
MAR LAPR 15
TALL FESCUE
R
L 1 Auc 1sH.
ILI E (TALL FEIUS as
�E cBROwNTOP MILLED a0
RE (SoacHUM SUDAN HYBR UM
... STAT ON T ALLOW TE AY COICK 11 IROI MORE THIN 1 , IN HE1.1 BEFORE
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1):
DATE
TYPE
II-ANT11 RATE
¢A(KCARIFIEO) AND
N 1. sEPr 1YERICK
111 RE BALL FEECUE), 3S
aE`IBROWMOP MIUEr), x
RE I�RGHUM.su°AN HYBRIDS_
ME so¢A (UNHULLED
) mO TALLFESCUE
REISEL—LESPEOE,
R ITn LFEBLDEI
TO RNMIM SEASON FOR DIESIOD PERMANENT
MIXTURE
uY DL
SUPERREDBEHATE MIT
TrALTE
SS
.HTCH "RANSIACRE SMALL BRAIN
ALAACSE
1 CHISEL I�MFACTEI AREAS AID SPREAD TIPSOIL THREE INCHES DIET OVER ADIERIE POIL 101DITION1 11
I REMOVE ALL LOIIE 1111 ROOTS AND OTHER OBSTRICTINIS LEAVING SURFACE REARNIATHY S.COT1 ADD
UNIFORM
A APPLY —CULTURAL LIME. EERTUZER AN SUPERPHOSPHATE UNIEDRMLY AND MIX WITH SOIL ESE BELOW)
FOR LATE WINTER AND MENTs.
EARLY SPRING: mMMENDAnoxs
a LeTACR Icx°axac OR APPLY
�N.,vE(cxHsi -DR. UMEsoEnDIwL—gEI-1.FEALL�ER AllUllLCCAACRE NK oEA"n IN TA
ago° MULDH..
AaP
FOR SUMMER:
DERw.x wuEr -a La -ACRE uMEsroxE au�LsrACRLY
cLOASTAL
AU S
a°SEE.N.M­ POLL —BCD ou°NoncR�icuL°RiLRAT
10' X 10' SQUARE WASHOUT PIT
12" MIN.
\\ 24" MIN. I
L_J \ / L I
--________ J
I. INSTALL CONCRETE WASHOUT PIT AT LOCATI ON(S) SHOWN ON PLANS.
2. LINE IT WITH IMPERVIOUS FABRIC OR POLYETHYLENE SHEET. ANCHOR FABRIC INTO GROUND OUTSIDE PIT AS SHOWN,
3. ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO EXCAVATING PIT.
4. WASHOUT PIT MAY BE LOCATED NO CLOSER THAN 50' TO DRAINS, INLETS, OR SURFACE WATERS.
5, MAXIMUM WATER AND SEDIMENT DEPTH IS 12'. PIT MUST BE EXCAVATED AND RE -LINED WHEN DEPTH OF SEDIMENT REACHES 12' OR COMBINED
WATER/SEDIMENT DEPTH EXCEEDS 12' FOLLOWING WASHOUT OF CONCRETE TRUCK
6- REMOVE AND DISPOSE OF HARDENED CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL CONDITION AFTER REACHING 75%CAPACITY.
7. INSPECT CONCRETE WASHOUT STRUCTURES FOR DAMAGE AND MAINTAIN FOR EFFECTIVENESS.
8. REMOVE THE CONCRETE WASHOUT STRUCTURES AND SIGN UPON PROJECT COMPLETION. GRADE THE EARTH MATERIAL TO MATCH THE
EXISTING CONTOURS AND PERMANENTLY SEED AND MULCH AREA
FOR FALL:
R.E�N a�; ;pL� FF llCN.ADMEBTOxE�R . AERARDL.T%EILLI
. R
-KING IT' "I 1AL11-111 11 ASPHALT
TAG sE STREAM DIVERsIory
iF eoMorri E coasn�Pun M q, wK PUMP
(M WMAIrvs) LESPEDEZA IN ure PEBBUARY DR EARLY
LARCH
'APPLY ADRIDDLTDRALD°EGTONE2TONSACREMINIMUMDRPEAECILTEET TEMPORARY SEEDING SCHEDULE
5sIs ®'ln LBS,ACRSUPERELARPHATysIs NO SCALE
(E�e UNHFG)STRAw ACRENA
Li ®4W GALYACRE
OR EMULGIFIED ASPHALT ®4B0 GALS'AGRE
CONCRETE WASHOUT PIT
NO SCALE
SILT BAG
(OROTHERAPPROVED
DEWATERING DEVICE)
INTAKE HOSE
SECTION THRU BASIN, FILTER, AND CULVERT PIPE
P P
... .:'.
... .. '. `.. ....: ..... .
NOTES:
A
olN
FLM'
WORK AREA LENGTH
i. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
NOT TO EXCEED THAT
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE STONE SHOULD BE BUILT UP
(
WHICH CAN BE COMPLETED
HIGHER ON EACH END WHERE ITTIES INTO THE EMBANKMENT. THE MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE
FLAW
IN ONE DAY
BASE FLOW + V
3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT
LOWER THAN THE SHOULDER OF THE EMBANKMENT DR DIVERSIONS.
(2' MIN.)
3. A 1 FOOT THICK LAYER OF NC DOT I*S OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
SEDIMENT DIKE
WATER LEVEL
4, THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUNDTHE OUTSIDE OF THE STONE HORSESHOE 18INCHES
'
(SEE DIKE SECTION)
WORK
AREA
BELOW NATURAL GRADE.
24^ DIAMETER SUMP
DISCHARGE ONTO STABLE VELOCITY
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. FILL DEPRESSION AND ESTABLISH FINAL GRADING
OR POOL
(12'TOO DEEP)
DISSIEATON MADE OF NIRRAP OR SANDBAGS
—II 'IT- —
ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER.
CLEAN WATER DIKE
PERMANENT SEEDING SCHEDULE NOTES: (SEE DIKESECTONI DIKE SECTION
1. PUMP AROUND DIKES SHALL NOT BESET OUTSIDE THE LIMITS OF DISTURBANCE/IMPACT LIMITS SHOWN ON THE PLANS.
NO SCALE
TOP OF STREAM BANK OR EXTENT
of wETlANO llllllllllil TOP OF srREAM BANK CR
llllllllllil E-rTE^�oFWEruND
CLEARING l l l l l l l l l l l ____
—zlMtTs--�— TlTlii Ci Cfl oaDINARYHIGH
tllllllilill WATERMARK
a illllllilill a 2Fr. MIN.
llllllllllil
illlllltllll
mPGJ PAR a llllllllllil a EARTHEN
llllllllllil RAMP
llllllllllit
lllillllllll
q q
___L� lllillllllll
llllllllllil EDIMENT BARRIER,
lllillllllll Ecr TO RE REPLACED
SBARRIER a illllllilill ACROSS HAUL ROAD AT
llllllllltll i ENDOFDAY
111111111111
q STREAM CHANNEL IE ANCHOR
CLEARING OR WETLAND --- LOCATION NOTE.
LINT ITS ---- ALL MAT BRIDGES
-- -------- �____--
PLAN VIEW SEDIMENT ARE FOR
BARRIER CONSTRUCTIONONLY
AND WILL BE
REMOVED WITHIN
ONE MONTH OF
CONSTRUCTION
/RESTORATION.
TYPICAL TIMBER MAT CROSSING
WITH EROSION CONTROL
NO SCALE
2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS THE FIRST ORDER OF WORK. THE DEVICES SHALL REMAIN IN PLACE AND
INSPECTED PER NCDEQ REQUIREMENTS UNTIL ALL DISTURBED AREAS ARE STABILIZED.
3, INSTALL PUMP AROUND DIVERSION AND DEWATER THE CONSTRUCTION ZONE THROUGH THE DEWATERING DEVICE. THE CONTRACTOR SHALL STAGE
THE LIMITS OF THE PUMP AROUND FLOW DIVERSION TO DEWATER ONLY THAT SECTION SCHEDULED FOR THAT DAYS WORK. AT THE END OF EACH WORK
DAY, THE WORK AREA SHALL BE SABILIZED, THE PUMP AROUND REMOVED, AND THE FLOW RESTORED TO THE CHANNEL WORK SHALL BE COMPLETED
ONLY DURING FORECAST PERIODS OF DRY WEATHER.
PUMP AROUND DETAIL
NO SCALE
"sill aT...lShor c
NORTH AMERICAN GREEN SC250
TURF REINFORCEMENT MATTING
NO SCALE
HORSESHOE ROCK PIPE INLET PROTECTION
NO SCALE
MATTING TO BE INSTALLED PER PLAN
NOTES:
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN ATTHE TOP OF THE SLOPE BYANCHORING THE BLANKET IN A 6'(15 CM) DEEP X 6"(15 CM) WIDE TRENCH WITH
APPROXIMATELY 12" (30DT) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING I211(30 CM) PORTION OF
BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
3, ROLL THE BLANKETS (A.) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATI DNS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 7 - 5' (5 CM - 12.5 CM) OVERLAP DEPENDING ON
BLANKET TYPE.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN
APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12' (30 CM) APART ACROSS
ENTIRE BLANKET WIDTH. NOTE 'IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN ITO5
CM) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS.
DETAILAND LANGUAGE PROVIDED BY NORTH AMERICAN GREEN REV. 12004
SLOPE INSTALLATION
NO SCALE
a
hC 't. a I
ENGINEERING
POST OFFICE BOX 11727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM INC LICENSE NUMBER C-4222
REVISION HISTORY
REV DESCRIPTION DATE TBY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
S CALEADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1
IF IT IS NOT 1 INCH ON THIS
SHEET ADJUST YOUR SCALE
A.—NUGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY. NC
CAPITAL LAND, LLC
DATE: 11-14-19
SCALE: AS SHOWN
DESIGNED BY: FILM
APPROVED BY: FILM
PROJECT NO.: 18066
DETAILS
C-24
SHEET 24 OF 28

—I---ZS—M---- KqE� rER1.
3 oNEGM"E r".E a�GIERE S<
J GR)RE—SAs Eom A..A.
II T vmmmcnnre
" I
AOEOUATESIORAGEI UM1E
EOUENT q.ws.
Fuarvc na W000 sruos rvgouov aLocxoRErvlrvcs. osuasEouENr Bows ev ADETEEI sM TO
AND Eq
HAS
ARO— THE INLET
IIER All BLOCK o'MAN
STORE IS RECO—ENDED
4 IF OILY STONE AND GRAIE1 IRE USED. AFEE THE SLOPE TO —RI TIE INLET NO EGE
AROUND THE INLET 10 P—ENT 'RA" FR'- ENTER NO -LEMTFESLUIT—R.
THE
FOOT Ev. Y. D"FAEL (NCCor 65]Y-11O STONE) AII...U. THICpHEE55 THE
BLOCK AND GRAVEL INLET PROTECTION
NO SCALE
GRAVELPAD
CLAMPS
NON -WOVEN GEOTEXTILE
FILTER BAG
PUMP
WELL VEGETATED OR
OTHERWISE STABILIZED
AREA
CLAMPS
�LTERG [ FLOATING
\ INTAKE
GRAVEL PAD PUMP-/
FILTER BAGS MAY BE USED TO FILTER WATER PUMPED FROM EXCAVATONS PRIOR TO DISCHARGING.
FILTER BAGS SHALL BE MADE FROM NON -WOVEN GEOTEXTILE MATERIAL SEWN W TH HIGH STRENGTH, DOUBLE
STITCHED 'J' TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN ISO MICRONS,.
THE PUMPING RATE SHALL BE NO GREATER THAN 150 GPM OR Y, THE MAXIMUM SPECIFIED BY THE MANUFACTURER.
WHICHEVER IS LESS. PUMP [WAKES SHOULD BE FLOATING AND SCREENED.
FILTER SIDE SHALL BE LOCATED IN WELL-VEGE TATED (GRASSY) AREAS AND DISCHARGED ONTO STABLE, EROSION
RESISTANT AREAS. WHERE THIS IG NOT POSSIBLE, A GEOTEXTLE FLOW PATH SHALL BE PROVIDEp. BAGS SHALL NOT
BE PLACED ON SLOPES GREATER THAN 5%.
THE PUMP DISCHARGE ROSE S WILL BE INSERTED INTO THE FILTER BAG IN THE MANNER SPECIFIED BY THE
MANUFACTURER AND SECURELY CLAMPED.
A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REOUIRED FOR DISPOSAL PURPOSES MUST BE
PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOMEY, FULL. SPAREREPLACEMENTBAGSSHALLBE
KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE Y, FULL.
FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND
NOT RESUME UNTIL THE PROBLEM IS CORRECTED,
SILT BAG & PUMP
NO SCALE
CRITICAL POINTS NOTES:
A OVERLAPS AND SEAMS 'HORIZONTAL STAPLE SPACING SHOULD
B. PROJECTED WATER LINE BE ALTERED IF NECESSARY TO ALLOW
C. CHANNEL BOTTOMSIDE SLOPE VERTICES STAPLES TO SECURE THE CRITICAL
A A POINTS ALONG THE CHANNEL SURFACE.
B
C B C "IN LOOSE SOIL CONDITIONS, THE USE
OF STAPLE OR STAKE LENGTHS
GREATER THAN 6' MAY BE NECESSARY
TO PROPERLY SECURE THE RECPS.
NOTES'
1, PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND
SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECPS IN A G' DEEP X 6" WIDE TRENCH NTH APPROXIMATELY 17 OF RECPS EXTENDED BEYOND THE
UP -SLOPE PORTION OF THE TRENCH. USE SHOREMAX MAT AT THE CHANNEUCULVERT OUTLETAS SUPPLEMENTAL SCOUR PROTECTION AS NEEDED. ANCHOR
THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 17PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL. SECURE
RECPSOVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY I7APART ACROSS THE WIDTH OF THE RECPS.
3. ROLL CENTER RECPS INDIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECPS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECPS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES INAPPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN
GUIDE.
4. PLACE CONSECUTIVE RECPS END-OVER-END(SHINGLESTYLE)WITH A4"-6"OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4"APART AND 4"ON
CENTER TO SECURE RECPS.
5. FULL LENGTH EDGE OF RECPS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLEWSTAKES APPROXIMATELY 17' APART IN A 6' DEEP X 6'
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECPS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (DEPENDING ON RECPS TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED
4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECPS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 17APART IN A 6' DEEP X 6' WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
CHANNEL MATTING INSTALLATION
NO SCALE
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ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH 0 ROLINA 27675
PHONE: 919,610.1051
FIRM NO LICENSE NUMBER C4222
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REVISION HISTORY
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BY
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MEGATOR DOLPHIN STRAINER
FLOATING INTAKE
NO SCALE
HONDA PORTABLE PUMP W13
NO SCALE
GATO,,.,. Immo
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SO LEADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
I I
D IT IS NOT t INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
L DATE: 11-14-19
I SCALE: AS SHOWN
APPROVED BY: FLM
PROJECT NO.: 18D66
DETAILS
C-25
SHEET 25 OF 28

L� 5-0
GRASSED
VARIES
UTILITY STRIP PROPOSED SIDEWALK
(CONCRETE 300 P S.I.)
02'/FT
,I
50
I,I`
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AND GUTLER OF NO LESS THAN 95%
TYPICAL SECTION
31
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JOINT FILLER IDEWALK SURFACE
AFILS
I 1 ,rz^
TRANSVERSE EXPANSION JOINT
PLAN VIEW
NOTES:
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET.
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
3. A 61NCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS, AT STREET INTERSECTIONS
(ALONG THE LENGTH OF RADIUS CURB RETURNS), AND IN THE HANDICAP RAMPS.
CONCRETE SIDEWALK
NO SCALE
rL
50 o.,
a RIGHT OF WAY
NCDOT RESIDENTIAL COLLECTOR ROAD
CROSS-SECTION
NO SCALE
35' 6' 5' 4
SLOPE AS REQUIRED O.pS
3:1 •SLOPE
SECTION AA
'TERRAIN MAX. SLOPE
LEVEL 2'.;
ROLUNG 2:
MOUNTAINOUS 1-1121
NCDOT SYMMETRICAL CUL-DE-SAC DETAIL
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Barr
POST OFFICE BOX 91727
-LEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NO LICENSE NUMBER C-4222
s SEAL
REVISION HISTORY
REV I DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR S I INCH IN LENGTH
ON ORIGINAL O INNG
IF IT I$ NOT , INCH ON THIS
SHEET ADJUST YOUR $GALE
ACCOROINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE:
11-14-19
SCALE:
AS SHOWN
DESIGNED BY:
FILM
APPROVED BY
FLM
PROJECT NO.:
18066
DETAILS
C-26
SHEET 26 OF 28

FRANKLIN COUNTY PL;FjUC UT1LITES
SANITARY SEWER MIN
S-1 TRENCH DETAIL
S-11 MANHOLE COVER. DETAIL
z4c
N-
FRAM €Iy COUNTY Pj9LlC 1 LITI€S
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POST OFFICE27
RALEIGH, NORTH CAROLIN AROLINA 27675
PHONE: 919,610.1051
FIRM INC LICENSE NUMBER C-4222
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S-15 TO EXISTING OR{ NEW
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PIPE AUGNMFNT GUIDE
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1
IF IT IS NOT 1 INCH ON THIS
SHEET , ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY. NC
CAPITAL LAND, LLC
DATE: 11-14-19
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY: FILM
PROJECT NO.: 18066
DETAILS
C-27
SHEET 27 OF 28

..
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rRE HYDRANT AND Vs1LbE DETAIL
FRANKLIN COUNTY PUBLIC UTILITIES
STANDARD RRE HYDRANT
W"4 INSTALLATICK DETAL
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FRANKLIN COUNT' PUBLIC UTILITIES
wceswaaa
__ 3/4' OR TYPICAL RESIDENTtAL
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ENGINEERING
POST OFFICE BOX 91727
-LEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NO LICENSE NUMBER C-4222
REVISION HISTORY
REV DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALEADJUSTM ENT
THIS BAR IS i INCH IN LENGTH
ON ORIGINAL DRAWING
U
I I
IF IT IS NOT NCH ON THIS
SHEET ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
GILL FARM SUBDIVISION
PHASES 2B & 3
1656 MAYS CROSSROADS ROAD
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NC
CAPITAL LAND, LLC
DATE: 11-14-19
SCALE. ASSHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18066
DETAILS
C 28
SHEET 28 OF 28