20201747 Ver 1_ePCN Application_20201214

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned * Version#*
20201747 1
Is a payment required for this project?*
r No payment required
What amout is owed?*
r Fee received
IT $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office *
Winston-Salem Regional Office - (336) 776-
Select Project Reviewer*
9800
Sue Homevmod:eads\slhomewood
Information for Initial Review
1a. Name of project:
Cherry Lane Sanitary Sewer Outfall
1a. Who is the Primary Contact?*
Troy King
1b. Primary Contact Email:*
1c. Pri me ry Co ntact Phone:*
[e-mail]
[phone]
Date Submitted
12/14/2020
Nearest Body of Water
Back Creek
Basin
Cape Fear
Water Classification
WS-V; NSW
Site Coordinates
Latitude: Longitude:
36.055628-79.353622
Pre -Filing Meeting Information
ID# Version
20201747 1
Pre -fling Meeting or Request Date*
11/12/2020
Attach documentation of Pre -Filing Meeting Request here:*
A. Pre -Filing Meeting Request Form.pdf 53.05KB
A. Processing Information
County (or Counties) where the project is located:

Alamance
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
P Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 12 - Utility Lines
NWP Numbers (for multiple NWPS):
Ild. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
Ile. Is this notification solelyfor the record because written approval is not required?
For the record onlyfor DWR 401 Certification:
For the record onlyfor Corps Permit:
r 401 Water Quality Certification - E)press
W Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
City of Graham
2b. Deed book and page no.:
Book 2440 / Page 862
2c. Responsible party:
Frankie Maness - City Manager
2d.Address
r Yes r No
r Yes r No

Street Address
201 South Main Street
Address Line 2
PO Drawer357
City
Graham
Postal / Zip Code
27253
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Troy King
4b. Business Name:
Alley, Williams, Carmen & King, Inc.
4c.Address
Street Address
740 Chapel Hill Road
Address Line 2
PO Box1179
City
Burlington
Postal / Zip Code
27215
State / Province / legion
North Carolina
Country
United States
2f. Fax Number:
[phone]
State / Province / legion
North Carolina
Country
United States
4d. Telephone Number: 4e. Fax Number:
[phone] [phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
B.4f. Agent Authorization. pdf 295.29KB
C. Project Information and Prior Project History u
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Graham
2. Project Identification
2a. Property Identification Number:
2b. Property size:
152387
0.73
2c. Project Address
Street Address
1798 Cherry Lane
Address Line 2
City
State / Province / legion
Haw River
North Carolina
Postal / Zip Code
Country
27258
United States
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Back Creek
3b. Water Resources Classification of nearest receiving water:*
WS-V; NSW

3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300020407
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
The site for the proposed outfall is mostly forestland, with some areas of cleared pastureland. The forestland has vegetation mainly consisting of mixed upland hardwoods and Southern
Yellow Pine. Most of the project is within 100 FT of the banks of Back Creek. The Old Fields Subdivision is located east of the proposed ouffall.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
C.4d. USGS - Topo Map Excerpt.pdf 730.71 KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
C.4e. NRCS Soils Map.pdf 660.99KB
4f. List the total estimated acreage of all existing wetlands on the property:
None
4g. List the total estimated linear feet of all existing streams on the property:
4,500
4h. Explain the purpose of the proposed project:*
The purpose of this project is to build a sanitary sewer outfall extending from Cherry Lane Pump Station, along Back Creek, to intercept flowfrom the Old Fields Pump Station and Back
Creek Pump Station #1. This outfall will allow the Old Fields Pump Station and Back Creek Pump Station #1 to be decommissioned.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project is divided into two phases and will be constructed to the extent that funding allows. Phase I is the portion of outfall from Cherry Lane Pump Station to Manhole #8,
immediately upstream of Dosing Siphon #1. This phase consists of 18" gravity sanitary sewer outfall, 12" gravity sanitary sewer outfall, a 10" dual siphon creek crossing, and a second
creek crossing. The depth of the line at the second creek crossing allows it to be installed without the need for an inverted siphon. A major portion of this outfall is expected to be
installed belowthe rock elevation, so construction equipment required will include large excavators, rock drills, blasting equipment, and other equipment typical of pipeline installation
where rock blasting is required. Phase II is the portion of outfall that extends from Manhole #8 to Back Creek Pump Station #1. This phase consists of 12" gravity sanitary sewer outfall,
8" gravity sanitary sewer outfall, and an 8" dual siphon creek crossing. Construction equipment for this portion of outfall will be very similar to Phase I. Buffer impacts include areas
Mere current forestland will be cleared for permanent access easements, as well as areas that are currently cleared but will require a change of use.
4j. Please upload project drawings for the proposed project.
C.4j. Drawing Set.pdf 5.11MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Pilot Environmental, Inc.
Other:
5d1. Jurisdictional determination upload
C.5d1 - Pilot Environmental Delineation.pdf 1.59MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary

1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries [7 Buffers
F Open Waters F Pond Construction
3. Stream Impacts
F
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
(?)
Jurisdiction*
length*
S1
Install Gravity Sewer
Temporary
Workpad/Causeway
Back Creek
Perennial
Corps
50
40
Average (feet)
(linearfeet)
S2
Gravity Sewer Access
Y
Permanent
Culvert
Unnamed
Intermittent
Corps
P
6
39
Average (feet)
(linearfeet)
S3
Gravity Sewer Access
Y
Permanent
Culvert
Unnamed
Intermittent
Corps
P
6
29
Average (feet)
(lir�rfeet)
S4
Install Gravity Sewer
Temporary
Workpad/Causeway
Back Creek
Perennial
Corps
LAV�..(I-j
L(I—f-)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
68 80
31. Total stream and ditch impacts:
148
3j. Comments:
Back Creek will only be impacted for duration of installing sewer pipe across the stream. After sewer pipe installation, Back Creek will be restored per
the drawings. The most upstream crossing on Back Creek will utilize an eAsting 24" encasement.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
F Neuse r Tar -Pamlico
[- Catawba r Randleman
r Goose Creek P Jordan Lake
r Other
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required? 6f. Zone 1 impact
6g. Zone 2 impact
FEcempt
P
Back Creek
No
1,289
843
FEcempt
T
Back Creek
No 3,991
2,881
Allowable
P
Back Creek
No 0
7,096
Allowable
T
Back Creek
No 0
24,771
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 3,991.00 27,652.00
Zone 1 Zone 2
Total Permanent impacts: 1,289.00 7,939.00
Zone 1 Zone 2
Total combined buffer impacts: 5,280.00 35,591.00
6i. Comments:
Supporting Documentation
D.6i. 18141 - Buffer Impacts - 12-14-20.pdf 1.05MB
E. Impact Justification and Mitigation

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Special consideration was given to the horizontal and vertical alignment of the outfall in an attempt to minimize impacts to the stream and buffer. This
includes installing siphons to avoid aerial stream crossings, minimizing the number of structures built inside the stream buffer, and routing the new
outfall through previously cleared land as much as possible. The eastern side of Back Creek between Cherry Lane Pump Station and Manhole #8 is a
much higher elevation, with much higher rock elevations, than the western side. Impractical sanitary sewer pipe depths and increased rock excavation
necessitated crossing Back Creek to install pipe on the western side and then cross back to the east side near Manhole #8 for connection to the Old
Fields Pump Station. From this point, the line can be installed on the eastern side of Back Creek until it crosses Back Creek for connection to Back
Creek Pump Station #1. This final creek crossing will utilize an existing 24" encasement, so additional creek disturbance will not be required.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The depth of the proposed outfall was minimized as much as possible to ensure that the amount of rock excavation required for installation was
minimized. By minimizing rock excavation, the duration of construction is shortened and the amount of construction equipment required is reduced,
therefore reducing the amount of temporary impacts to the site during construction.
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?
r Yes
r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project does not require compensatory mitigation because the total amount of stream disturbance will be less than 150 linear feet and other impacts will be limited to stream buffers.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes
r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
r Yes
r No
Comments:*
SEPA does not apply to this project because it will not require an expenditure of $10 million, nor will it disturb 10 acres or more of public lands.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes
r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*

r Yes f• No
31b. If you answered "no," provide a short narrative description.
The intent of this project is to replace two eAsting pump stations with a gravity outfall sewer line so that the pump stations can be decommissioned.
The project should provide a more reliable sanitary sewer system for this area, reducing the risk of sanitary sewer spills that could negatively impact
downstream water quality.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
Si. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS website
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
Essential fish habitat mapper on NOAA's website
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 status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Used the above link to the State Historic Preservation Office Historic Properties Map
7c. Historic or Prehistoric Information Upload
G.7c. Historic Information.pdf 2.39MB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
No fill will be placed within the 100-year floodplain. The only work inside this area will be installation of gravity sewer piping and storm drain culverts
required for permanent easement access.
8c. What source(s) did you use to make the floodplain determination?*
North Carolina Flood Risk Information System online mapping
Miscellaneous

Comments
Miscellaneous attachments not previously requested.
Signature U
W By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Troy King
Signature
P�il
Date
12/14/2020

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO.
PLAN NO. PARCEL ID: 152387
STREET ADDRESS: 1798 Cherry Lane, Haw River, NC 27258
Please print:
Property Owner: City of Graham
Property Owner: Frankie Maness, City Manager
The undersigned, registered property owners of the above noted property, do hereby authorize
Troy Icing , of Alley, Williams, Carmen &Icing, Inc
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
201 South Main Street - PO Drawer 357, Graham, NC 27253
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature Authorized Signature
Date:^,!y— �a Date:

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500500500600550500JIMMIEKERRRDCHERRYLNSENBAKATSIASLNGOVERNORSCOSTANCHIONST§¨¦4085HawRiverGRAHAM
648000
36o 4' 5" N
g
r
u'S
36o 3' 6" N
648000 648200 648400 648600 648800
Map Scale: 1:8,840 if printed on A portrait (8.5" x 11") sheet.
Milers
N 0 100 200 400 E00
Feet
0 400 800 1600 2400
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: lfrM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
Soil Map—Alamance County, North Carolina
648260 648400 648600 648800
0
6492M
36o 4' 5" N
g
u'S
36o 3' 6" N
649200
0
7/2/2020
Pagel of 3

Soil Map—Alamance County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Spoil Area
The soil surveys that comprise your AOI were mapped at
Area of Interest (AOI)
Stony Spot
;�. Y
1 :12,000.
Soils
Please rely on the bar scale on each map sheet for map
Soil Map Unit Polygons
Very Stony Spot
measurements.
Soil Map Unit Lines
Wet Spot
Source of Map: Natural Resources Conservation Service
Other
Web Soil Survey URL:
Soil Map Unit Points
Coordinate System: Web Mercator (EPSG:3857)
Special Line Features
Special
Point Features
Maps from the Web Soil Survey are based on the Web Mercator
Blowout
water Features
projection, which preserves direction and shape but distorts
Streams and Canals
distance and area. A projection that preserves area, such as the
Borrow Pit
Albers equal-area conic projection, should be used if more
Clay Spot
Transportation
accurate calculations of distance or area are required.
Rails
0
Closed Depression
This product is generated from the USDA-NRCS certified data as
. 0 Interstate Highways
of the version date(s) listed below.
Gravel Pit
US Routes
Soil Survey Area: Alamance County, North Carolina
f,
Gravelly Spot
Major Roads
Survey Area Data: Version 19, Jun 2, 2020
Landfill
Local Roads
Soil map units are labeled (as space allows) for map scales
�
Lava Flow
1:50,000 or larger.
.
Marsh or swamp
Background
Aerial Photography
Date(s) aerial images were photographed: Oct 24, 2018—Oct
30, 2018
Mine or Quarry
The orthophoto or other base map on which the soil lines were
Miscellaneous Water
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
Perennial Water
shifting of map unit boundaries may be evident.
Rock Outcrop
Saline Spot
Sandy Spot
g
Severely Eroded Spot
Sinkhole
Slide or Slip
oa
Sodic Spot
USDA Natural Resources Web Soil Survey 7/2/2020
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Alamance County, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
ChA
Chewacla loam, 0 to 2 percent
3.6
1.1 %
slopes, frequently flooded
CnB2
Cullen clay loam, 2 to 6
59.4
17.7%
percent slopes, moderately
eroded
CnC2
Cullen clay loam, 6 to 10
12.9
3.9%
percent slopes, moderately
eroded
CnD2
Cullen clay loam, 10 to 15
95.5
28.5%
percent slopes, moderately
eroded
CnE2
Cullen clay loam, 15 to 45
49.4
14.7%
percent slopes, moderately
eroded
CuB2
Cullen -Urban land complex, 2
0.1
0.0%
to 6 percent slopes,
moderately eroded
EnB
Enon sandy loam, 2 to 6
3.3
1.0%
percent slopes
EnD
Enon sandy loam, 10 to 15
36.1
10.8%
percent slopes
EoB2
Enon clay loam, 2 to 6 percent
23.5
7.0%
slopes, moderately eroded
EoC2
Enon clay loam, 6 to 10
2.6
0.8%
percent slopes, moderately
eroded
RvA
Riverview loam, 0 to 2 percent
34.3
10.2%
slopes, occasionally flooded
RxE
Rowan -Poindexter complex,
10.0
3.0%
15 to 45 percent slopes
Ur
Urban land
0.0
0.0%
W
Water
4.2
1.2%
Totals for Area of Interest
336.0
100.0%
USDA Natural Resources Web Soil Survey 7/2/2020
Conservation Service National Cooperative Soil Survey Page 3 of 3

PROP. 12" DIP S.S.
(B2
I � FW � Fw
1 -
\ SSMH NO. 1 FW
\ \ F1N FW
\
FIN -
\ \ FW
30 1=T PERMANENT
EASEMENT
i
i
10 FT MAINTENANCE i 10 FT TEMPORARY
CORRIDOR CENTERED CONSTRUCTION
ON SANITARY SEWER EASEMENT
SECTION A -A
SEE SHEET 6 FOR BUFFER IMPACTS CALCULATIONS
NAD 83(201 1)
30 FT PERMANENT
EASEMENT
i
i
10 FT TEMPORARY 10 FT TEMPORARY
CONSTRUCTION CONSTRUCTION
EASEMENT SECTION B-B EASEMENT
ZONE 1 TEMPORARY SHEET NO.
alley, williams, carmen 8s king, inc. 0 BUFFER IMPACTS ZONE 1 MAINTENANCE WIDE BACK CREEK - CHERRY LANE
Q CORRIDOR BUFFER IMPACT AREAS
ENGINEERS, ARCHITECTS &SURVEYORS ZONE 2 TEMPORARY 1
740 chapel hill road p.o. box 1179 BUFFER IMPACTS ZONE 2 10' WIDE ALAMANCE COUNTY I
burlington, n.c. 27215 336/226-5534 ZONE 2 PERMANENT MAINTENANCE GRAHAM, N.C.
Firm's Engineering License No. F-0203 BUFFER IMPACTS CORRIDOR SCALE: 1 " = 50' DATE: 7/1/19 DWG. BY WDF PROJECTNO.: 18141 OF 6

83(2O1
oo /
30 FT PERMANENT
EASEMENT
i
i
10 FT MAINTENANCE i 10 FT TEMPORARY
CORRIDOR CENTERED CONSTRUCTION
ON SANITARY SEWER EASEMENT
SECTION A -A
Fw
Fw �
FW
FW
F"' -------
—
FW
iwm
18+00
BACK CREEK
- Fw FW Fw -
rw � FW ��� FW
FP
SEE SHEET 6 FOR BUFFER IMPACTS CALCULATIONS
30 FT PERMANENT
EASEMENT
i
i
10 FT TEMPORARY 10 FT TEMPORARY
CONSTRUCTION CONSTRUCTION
EASEMENT SECTION B-B EASEMENT
ZONE 1 TEMPORARY SHEET NO.
alley, williams, carmen 8, king, inc. BUFFER IMPACTS ZONE 1 10 WIDE Q MAINTENANCE
BACK CREEK - CHERRY LANE CORRIDOR BUFFER IMPACT AREAS
ENGINEERS, ARCHITECTS &SURVEYORS ZONE 2 TEMPORARY
740 chapel hill road p.o. box 1179 BUFFER IMPACTS ZONE 2 10' WIDE ALAMANCE COUNTY 2
burlington, n.c. 27215 336/226-5534 ZONE 2 PERMANENT MAINTENANCE GRAHAM, N.C.
Firm's Engineering License No. F-0203 BUFFER IMPACTS CORRIDOR SCALE: Y = 50' DATE: 7/1 /19 DWG. BY WDF PR 1EECT NO.: 18141 OF 6

\ NC GRID NAD 83(201 1)
\
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o X-0 \ \ \
c? \ "p'S, 1gX p0\ \ \ \
\� osFS,�� \ \ \
a
SSMH NO. 7
-
-
-
T 87
3
Y
a
w
BACK CREEK
m \
FIN
w FW
O \
a3i `
U 1
o `
m
V1
N
LL
b 30 FT PERMANENT
E EASEMENT
r
o
Y 10 FT MAINTENANCE i ti
0 FT TEMPORARY
CORRIDOR CENTERED CONSTRUCTION
ON SANITARY SEWER EASEMENT
SECTION A -A
SSMH NO. 8 — ZONE 2 BUFFER
—
ZONE 1 BUFFER
2k00 J� "
88
ce
P
—tII
I
PROP. 12" DIP S.S.
13
ZONE 2 BUFFER
/ ZONE 1 BUFFER //
♦�
♦ x
I♦♦ / // fL
� &1_2�o //
/
811 /� 26+0
10 / / 2 5+00 i
2 +00-
-
SSMH NO. 8A
SSMH NO. 9
i
—
E
SEE SHEET 6 FOR BUFFER IMPACTS CALCULATIONS
—
/ SSMH NO. 10
30 FT PERMANENT
EASEMENT
i
i
10 FT TEMPORARY 10 FT TEMPORARY
CONSTRUCTION CONSTRUCTION
EASEMENT SECTION 8-8 EASEMENT
t�A-�
0
ZONE 1 TEMPORARY
ZONE 1 WIDE
SHEET NO.
u
alley, williams, carmen 8s king, inc.
BUFFER IMPACTS
MAINTENA CE
BACK CREEK - CHERRY LANE
ENGINEERS, ARCHITECTS &SURVEYORS
�
ZONE 2 TEMPORARY
CORRIDOR
BUFFER IMPACT AREAS
3
740 chapel hill road p.o. box 1179
BUFFER IMPACTS
ZONE 2 10' WIDE
ALAMANCE COUNTY
F
pr--,
Burlington, n.c. 27215 336/226-5534
ZONE 2 PERMANENT
MAINTENANCE
CORRIDOR
GRAHAM, N.C.
Firm's Engineering License No. F-0203
BUFFER IMPACTS
SCALE: 1 " = 50'
DATE: 7/1/19
DWG. BY WDF
FAOJECTNO.: 18141
OF 6

• r
BACK CRE K
rw
T
RFF��N
oo Fw 813 ------ ---
m
rp FP
FP
Z
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SSMH NO. 11
30 FT PERMANENT
EASEMENT
i
i
10 FT MAINTENANCE i 10 FT TEMPORARY
CORRIDOR CENTERED CONSTRUCTION
ON SANITARY SEWER EASEMENT
SECTION A -A
31+00
32+00
PROP. 12" DIP S.S. J
ZONE 2 BUFFER
ZONE IBUFFER
�-------
/
— — — — — — — — — — — — —
Pp
0
SEE SHEET 6 FOR BUFFER IMPACTS CALCULATIONS
SSMH NO. 12
SSMH NO. 13
B14
/I
30 FT PERMANENT
EASEMENT
i
i
10 FT TEMPORARY 10 FT TEMPORARY
CONSTRUCTION CONSTRUCTION
EASEMENT SECTION B-B EASEMENT
ZONE 1 TEMPORARY SHEET NO.
Q
alley, williams, carmen 8s king, inc. 0 BUFFER IMPACTS ZONE 1 MAINTENA
CE WIDE BACK CREEK - CHERRY LANE
ENGINEERS, ARCHITECTS &SURVEYORS ZONE 2 TEMPORARY CORRIDOR BUFFER IMPACT AREAS
740 chapel hill road p.o. box 1179 BUFFER IMPACTS ZONE 2 10' WIDE ALAMANCE COUNTY 4
burlington, n.c. 27215 336/226-5534 ZONE 2 PERMANENT MAINTENANCE GRAHAM, N.C.
Firm's Engineering License No. F-0203 BUFFER IMPACTS CORRIDOR SCALE: 1 " = 50' DATE: 7/1/19 DWG. BY WDF PROJECTNO.: 18141 1
OF 6

SMH NO. 13 — — —
BACK CREEK
\ SSMH NO. 14
30 FT PERMANENT
EASEMENT
i
10 FT MAINTENANCE i ti
0 FT TEMPORARY
CORRIDOR CENTERED Oi CONSTRUCTION
ON SANITARY SEWER EASEMENT
SECTION A -A
ii
PROP. 12" DIP S.S.
FP
FP kq
ZONE 1 BUFFER T ��
ZONE 2 BUFFER - g 1 g B 16 --
— — — Z10' TCE� �yy
FYI FW 42+0(J FW �o FW
41+00
30' S. S. ESM'T. �_
-----------�10'TCE�_----------
SSMH NO. 16
SSMH NO. 15
SEE SHEET 6 FOR BUFFER IMPACTS CALCULATIONS
A
30 FT PERMANENT
EASEMENT
i
i
10 FT TEMPORARY 10 FT TEMPORARY
CONSTRUCTION CONSTRUCTION
EASEMENT SECTION B-B EASEMENT
ZONE 1 TEMPORARY SHEET NO.
alley, williams, carmen 8, king, inc. BUFFER IMPACTS ZONE 1 10 WIDE Q MAINTENANCE
BACK CREEK - CHERRY LANE CORRIDOR BUFFER IMPACT AREAS
ENGINEERS, ARCHITECTS &SURVEYORS � ZONE 2 TEMPORARY
740 chapel hill road p.o. box 1179 BUFFER IMPACTS ZONE 2 10' WIDE ALAMANCE COUNTY 5
burlington, n.c. 27215 336/226-5534 ZONE 2 PERMANENT MAINTENANCE GRAHAM, N.C.
Firm's Engineering License No. F-0203 BUFFER IMPACTS CORRIDOR SCALE: 1" = 50' DATE: 7/1/19 1
DWG. BY WDF PROJECT NO. : 18141 1
OF 6

\ `
SSMH NO. '' ���
FIN All /�/ I P/
i
FIN /
FW \ /
FW SSMH NO. 'A'
Fw
�PQ ZONE 2 BUFFER �8
4
4
0 �;w
�p (E�
CREEK CROSSING TO UTILIZE EXISTING I
24" STEEL ENCASEMENT. NO STREAM
DISTURBANCE REQUIRED. I
0
ZONE 2 BUFFER ` ram. \ o
- - - - - - ZONE 1 BUFFER � I
816 - -
FWD FW `
30' S.S. ESM'T.
SSMH NO. 16-
-� AP PROP. 12" DIP S.S.
30 FT PERMANENT
EASEMENT
10 FT MAINTENANCE i 10 FT TEMPORARY
CORRIDOR CENTERED O CONSTRUCTION
ON SANITARY SEWER EASEMENT
SECTION A -A
alley, williams, carmen 8, king, inc.
0 ENGINEERS, ARCHITECTS & SURVEYORS
740 chapel hill road p.o. box 1179
F pr= Burlington, n.c. 27215 336/226-5534
Firm's Engineering License No. F-0203
/11 ZONE 1 BUFFER
BACK CREEK
�I
B18
� � I
45-1-00 ` F1V
Fw
OB17
SSMH NO. 17 \
A*
30 FT PERMANENT
EASEMENT
10 FT TEMPORARY 10 FT TEMPORARY
CONSTRUCTION CONSTRUCTION
EASEMENT SECTION B-B EASEMENT
ZONE 1 TEMPORARY ZONE 1 10' WIDE
BUFFER IMPACTS MAINTENANCE
ZONE 2 TEMPORARY CORRIDOR
BUFFER IMPACTS ZONE 2 10' WIDE
ZONE 2 PERMANENT MAINTENANCE
BUFFER IMPACTS CORRIDOR
BUFFER
IMPACT
ZONE 1 IMPACTS (SF)
ZONE 2 IMPACTS (SF)
AREAS
PERMANENT
TEMPORARY
PERMANENT
TEMPORARY
B1
355
955
210
613
B2
302
904
201
603
B3
1936
5596
B4
246
1291
B5
509
1507
B6
1115
B7
815
1834
B8
275
824
228
680
B9
305
910
204
607
B10
340
B11
13
B12
295
B13
1589
6434
B14
1264
4492
B15
112
B16
737
1742
B17
104
B18
42
152
B19
10
154
B20
92
274
TOTAL
1289
3991
1 7939
27652
IMPACTS TOTAL
BUFFER - ZONE 1
5,280 SF
BUFFER - ZONE 2
35,591 SF
IMPACTS REQUIRING MITIGATION
BUFFER - ZONE 1
0000
BUFFER - ZONE 2
0000
SHEET NO.
BACK CREEK - CHERRY LANE
BUFFER IMPACT AREAS 6
ALAMANCE COUNTY
GRAHAM, N.C. p
SCALE: 1 = 50' DATE : 711119 DWG. BY WDF PROJECT NO.: 1 p 14 1 OF 6

CHERRYLANL.c SANITARY SEWER
CITY OF GRAHAM
201 SOUTH MAIN STREET
GRAHAM, NORTH CAROLINA 27253
TELEPHONE: [phone]
FAX: [phone]
CITY COUNCIL
JERRY PETERMAN - MAYOR
CHIP TURNER, MAYOR PRO-TEM
MELODY WIGGINS
JENNI FER TAL L EY
RICKY HALL
CITY MANAGER - FRANKIE MANESS
DATE: OCTOBER 5, 2020
GRAHAM, NORTH CAROLINA
VICINITY MAP
NOT TO SCALE
ALLEY, WILLIAMS, CARMEN, & KING, INC.
ENGINEERS & ARCHITECTS
740 CHAPEL HILL ROAD
BURLINGTON, NORTH CAROLINA 27215
TELEPHONE: [phone]
OUTFACE
INDEX OF SHEETS
SHEET 1 OF 11 - COVER SHEET
SHEET 2 OF 11 - OVERALL PLAN
SHEET 3 OF 11 - 12" SANITARY SEWER PLAN & PROFILE (STA. 0+00 TO 12+00)
SHEET 4 OF 11 - 12" SANITARY SEWER PLAN & PROFILE (STA. 12 + 00 TO 24 + 00)
SHEET 5 OF 11 - 12" SANITARY SEWER PLAN & PROFILE (STA. 24+00 TO 36+00)
SHEET 6 OF 11 - 12" SANITARY SEWER PLAN & PROFILE (STA. 36+00 TO 45+50)
SHEET 7 OF 11 - 12" SANITARY SEWER PLAN & PROFILE (STA. 45+50 TO 48+28.34)
SHEET 8 OF 11 - SIPHON NO. 1 DETAILS (STA. 23+38)
SHEET 9 OF 11 - SIPHON NO. 2 DETAILS (STA. 47+36)
SHEET 10 OF 11 - CONSTRUCTION DETAILS
SHEET 11 OF 11 - EROSION CONTROL DETAILS
Know what's below.
Call before you dig.
OQ' .'�QFESS/U . �/
501
"% �'•FNGINEE�•'• ��
r, K\ "P
JOB NO. 18141
FIRM'S ENGINEERING LICENSE NO. F-0203

a
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THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES, ETC., AND THE THE ENGINEER/ARCHITECT HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS
LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPES, VALVES, ETC. AS SHOWN ARE IN AN APPROXIMATE WAY ARE PRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY HAZARDOUS
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER/ARCHITECT. THE OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER.
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES, LINES, PIPES, ETC. BEFORE NO SUB -SURFACE EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE ENGINEER/ARCHITECT, AND ACCORDINGLY, NO
COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO ANY
FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, VIOLATION OF ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED TO THE
PIPES AND VALVES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER/ARCHITECT OF ANY CONFLICTS WITH INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER/ARCHITECT IS IN NO WAY LIABLE FOR ANY VIOLATION OF
EXISTING AND PROPOSED FACILITIES TO DETERMINE IF AN ITEM WILL NEED TO BE RELOCATED. SUCH ENVIRONMENTAL LAWS SHOULD SUCH EXIST.
oJ, /
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\ � - 01 III►
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SSMH 4
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SSMH 11 \ \
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SSMH 13
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SSMH 6
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/ SEE INSET #2 I I I ro / i
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Fp -- FP _
CONTRACTOR TO
INSTALL CONSTRUCTION
ENTRANCE PER DETAILS
BF
20' WIDE PERMANENT
ACCESS EASEMENT.
EASEMENTS IN THE
PROCESS OF BEING
ACQUIRED.
EXISTING 10'± WIDE CLEARED PATH
TO BE UTILIZED FOR ACCESS.
CONTRACTOR MAY CLEAR ADDITIONAL
WIDTH FOR ACCESS WITHIN LIMITS
OF ACCESS EASEMENT. NO
ADDITIONAL PAYMENT WILL BE MADE
FOR THIS CLEARING.
30' SAN. SEWER EM
FM �—
SSMH
A /
FM
502.
— BFL
/ BFL
— BFE
3
BFL —EFM
FM
BFL FM
— — — BFL
INSET # 1: WESTERN OUTFALL ACCESS
ill =60'
LIMITS OF 10' TEMPORARY CONSTRUCTION
EASEMENT = LIMITS OF DISTURBANCE
PLAN SCALE:
ill = 150'
LEGEND
TEMPORARY CONSTRUCTION EASEMENT / LIMITS OF DISTURBANCE
SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER MAIN & MANHOLE
OLD WET WELL
NOTES:
1. CONSTRUCTION ENTRANCE LOCATIONS ARE SUBJECT TO CHANGE. FINAL LOCATION WILL BE DETERMINED
BASED ON CONSTRUCTION ACTIVITIES THAT ARE ONGOING WITHIN THE OLD FIELDS SUBDIVISION.
�N CgRO '�s
03 01
FNGINSE�
S .
alley, Williams, carmen 8, king, inc. BOOK NO.442 DATE. 312120 JOB NO. 18141
O ENGINEERS, ARCHITECTS SURVEYORS CHERRY LANE SZ14NITARY SEWER OUTFALL COMP
18141BASE.dwg OVERALL SHEET NO.
740 chapel hill road p.o. box 1179 SAKI TARP SEWER IMPROVEMENTS DRAWN BY:
WDF PLAN 2
burlington, n.c. 27215 336/226-5534 MELVILLE TOWNSHIP - ALAMANCE COUNTY, NORTH CAROLINA GRAHAM, NORTH CAROL/NA TSK DF „ Firm's Engineering License No. F-0203 CHECKED BY:

u
NI
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THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES, ETC., AND THE THE ENGINEER/ARCHITECT HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS
LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPES, VALVES, ETC. AS SHOWN ARE IN AN APPROXIMATE WAY ARE PRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY HAZARDOUS
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER/ARCHITECT. THE OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER.
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES, LINES, PIPES, ETC. BEFORE NO SUB -SURFACE EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE ENGINEER/ARCHITECT, AND ACCORDINGLY, NO
COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO ANY
FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, VIOLATION OF ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED TO THE
PIPES AND VALVES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER/ARCHITECT OF ANY CONFLICTS WITH INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER/ARCHITECT IS IN NO WAY LIABLE FOR ANY VIOLATION OF
EXISTING AND PROPOSED FACILITIES TO DETERMINE IF AN ITEM WILL NEED TO BE RELOCATED. SUCH ENVIRONMENTAL LAWS SHOULD SUCH EXIST.
LEGEND
- — — — — — — — — — — - TEMPORARY CONSTRUCTION EASEMENT / LIMITS OF DISTURBANCE
LIMITS OF 10' TEMPORARY CONSTRUCTION
EASEMENT -LIMITS OF DISTURBANCE SANITARY SEWER EASEMENT
-
PROPOSED SANITARY SEWER MAIN &MANHOLE
W J
PARCEL ID# 152387 \ RIP -RAP INLET m
CITY OF GRAHAM \
D.B. 2440 PG. 862 \ DONALD PARCEL ID# 152289 PROTECTION, TYP. plpE END #2
LOT 1 P.B. 71 PG. 266 \ MH-3 ALLEN & DAN N OURTNEY MH-4 INV. • 486.00
STONE FILTER CREEK CROSSING - SEE /,�
o \ OUTLET, TYP. 18" DIVERSION `V N
W B�a4, �� TYPICAL CREEK/RIVER [� , `p
V,- CROSSING DETAILS ON 'V
r (D \ Q �y W __—--------------- 24"Corrugated HDPE Pipe
SHEET 10 W
CHERRY LANE° PUMP TATIO I Qj � 15" TREE — — — — W
m _ — _ — -� 30.00 LF Cs� 13.3490 �
18" DIVERSION Li-—CL — — 18" PINE I 18" PINE z
t�,� V BERM, TYP. J — _ — — +00 18' DL 18' DL J_
— _ �`96 I N �J Q m— — _ — _ 193LFf 12" DlP 9+0�490
�t� ^ _ _ CONSTRUCTION ESM'T��
I �\ -- — 0.25
o I — _ 10' TEMP �30 PERM SAN. 6+00 376LFf 12" DIP \�490 ZONE 2 BUFFER °�
18" PINE
DIP 1 +00 ti o�� +DO 15 SEWER ESM'T 0.25q N ESM'T — — S -- _ �__�o \ 18' DL 15" PINE 15, SINE
�fi38L — — 5 SAND �� C N T U 10 �� —, � — — — w � — 490
I o I I `, 0 00 0•25% PARCE ID# 152289, _� �C10' TEMP. — ZONE 1 BUFFER 15' DL L
�ODODANA N OURNEY/�, ,n �� 00 +D' F�
I DLD.B 536 PG. 85 18'
J ���0 I MH-2 4� �� PIPE END
\ � J� / U 000, INV. • 482.00
\ _ I _ _ SILT FENCE, TYP. -'� \ �0?Sg ODD
�`-100490 -488 3/4EIP/ 488
P \ SILT FENCE, TYP. \/ �(l l t S — — — _ �� " Q\ 15 I 1
3x 00 \ / / �I ��� /\ m \�2+
°' S) BACK CREEK STONE FILTER
/ l \ a MH-2
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J -488 OUTLET, TYP.
1 �
EXISTING 30" DIP SS
EXISTING TREELINE, TYP.
CO
BFL PARCEL ID# 171174 �10
/ TRAVIS ANTHONY WILSON & PIPE OUTLET
(PROPOSED OUTSIDE DROP) -,� NANCY SHERRILL WILSON D.B. 3109 PG. 488 l' I o J m RIP -RAP PAD, TYP.
-p / �� / /
EXISTING 5'x10' LOT 2 P.B. 74 PG. 377
RECTANGULAR MANHOLE EFL j I '� M
V
STA. 0+00
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�J (� TRAVIS ANTHONY WILSON & MH-5
I I Te NANCY SHERRILL WILSON
eFij ti I I D.B. 3109 PG. 488 LU
CONTRACTOR SHALL INSTALL CONTRACTOR SHALL INSTALL
rr CONSTRUCTION ENTRANCES LOT 2 P. e. 74 PG. 377 m
CONSTRUCTION ENTRANCES EXISTING TREELINE, TYP. ti 1 I rrn»»> >
PER EROSION CONTROL
PER EROSION CONTROL eF NOTE 9 ON SHEET 7.
a� NOTE 9 ON SHEET 7. A � 490 PLAN SCALE:
I C J
ill =40'
PROFILE SCALE:
ill = 40' HOR.
ill = 4' VERT.
BF
BFL
K LO
FL
500
I
500
100 YEAR BASE
I
FLOOD LEVEL
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FINISH
GRADE
EXISTING
GRADE
490
490
ICLASS
1 RIP -RAP
24" THICKNESS PLACED
OVER FILTER FABRIC
EXISTING 6" PVC
PROPOSED STORM
POND DRAIN
24" HDPE
480
1
APR
AT
RIL
I
480
L
VEL
4
8.8
CORE EXISTING MANHOLE
I
AND PROVIDE FLEXIBLE
BOOT FOR CONNECTION OF
NEW 18" GRAVITY SEWER.
120 LF - 24" STEEL
ENCASEMENT PIPE, 0.25 "
MIN. THICKNESS, INSTALLED
217.59'-12"
DIP
S.S.
00.25%
V7_1
193.46'-12" DIP S.S. ®0.25X
BY OPEN CUT METHOD
1
1 1
1
1
1
1
1
376.46'-12" DIP S.S. ®0.25%
256.78'-12"
470
N_
N
,,.•"'""'11.,,
.�'" �N CA j'r•.
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50
F)vC l NE f
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137.94'-18" DIP S.S. 00.25%
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18" OUTSIDE DROP
CONNECTED TO EXISTING
18" DIP STUB -OUT.
STUB-OUT AT EL. 464.00
PER ORIGINAL DESIGN
DRAWINGS FOR EX MH.
140 LF - 12" CLASS 50 DIP
RESTRAINED JOINT PIPE, MJ TYPE
o Z
> >
BID ITEM 1119
CREEK CROSSING
LUMP SUM PAY LIMITS
''`+•1.11I I I 11Tr\'l1 � 4
1�
EX. MH
USE TYPE 5 BEDDING BETWEEN
STA:0+00
EXISTING MH AND STA 2+00
460
460
IINV
NV IN: 4 1.42 (18') ') 1 +00
(130
2+00 3+00 4+00
5+00 6+00 7+00 8+00 9+00
10+00
11 +00
12+00
d][Malley,
Williams, carmen 8, king, inc.
ENGINEERS, ARCHITECTS SURVEYORS
CHERRY LANE SZAINITARY SEWER
OUTFALL
BOOK NO.442
SAKI TARP SEWER IMPROVEMENTS
DATE 312120
BACK CREEK OUTFALL
JOB NO. 18141
C018141BASE.dw
SHEET NO.
1 [�Dl I
740 chapel hill road p.o. box 1179
I burlington, n.c. 27215 336/ 226-5534
Firm's Engineering License No. F-0203
GRAHAM, NORTH CAROL/NA
STA. 0 + 00 TO STA. 12 + 00
3
OF. 11
-
MELVILLE TOWNSHIP ALAMANCE COUNTY, NORTH CAROLINA
DRAWN BY:
WDF
CHECKED BY.• TSK

u
THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES, ETC., AND THE THE ENGINEER/ARCHITECT HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS LEGEND 3000 PSI CONCRETE
LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPES, VALVES, ETC. AS SHOWN ARE IN AN APPROXIMATE WAY ARE PRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY HAZARDOUS ENCASEMENT
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER/ARCHITECT. THE OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER.
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES, LINES, PIPES, ETC. BEFORE NO SUB -SURFACE EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE ENGINEER/ARCHITECT, AND ACCORDINGLY, No - - - - - - - - - - - - TEMPORARY CONSTRUCTION EASEMENT / LIMITS OF DISTURBANCE LIMITS OF 10' TEMPORARY CONSTRUCTION
COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO ANY
FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, VIOLATION OF ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED TO THE SANITARY SEWER EASEMENT °nnDolp
a EASEMENT = LIMITS OF DISTURBANCE 10
PIPES AND VALVES. THE EXISTING AND PROPOSED FACILITIES CONTRACTOR O DETERMINE IF ANEITEM 1 WILL NEED 1 TOCT OF ANY BE RELOCATED. SUCH
WITH INFORMATION SHOWN ON THIS PLAN SUCH ENVIRONMENTAL LAWS SHOULDAND THE SUCH EXIST.GINEER/ARCHITECT IS IN NO WAY LIABLE FOR ANY VIOLAIn 0 TION OF PROPOSED SANITARY SEWER MAIN & MANHOLE 12" TYP. °ennDolp
— ftoo `
510
PROTECTION, _TYP. PARCEL ID# 152817 ., NOT TO SCALE MANHOLE AS SHOWN/
PARCEL ID# 152805 f W WAYNE P AND DONNA T ROSE ON SHEET 10 /
WAYNED.B.4 497 DONNA
47 ROSE INV. END 486.50 4 L` D.B. 1806 PG. 793 FW 18" DIVERSION
24" Corrugated HDPE Pipe Fl,y �1 BERM, TYP.
20.00 LF @ 3.75% MH-6 p FW CREEK CROSSING - SEE
bFw
SILT FENCE, TYP. TYPICAL CREEK/RIVER /
CROSSSTONE FILTER < / (NOxo SHEET IN10
DETAILS ON / / / /
P.B. 69 P� i44
PROFILE SCALE:
ill = 40' HOR.
ill = 4' VERT. 510
100 YEAR BASE
FLOOD LEVEL
B
L
BFL.
13FL
BFL
BF
L
BFL
13FL
BFL
B
L
BFL
13FL
BFL
BF
L
BFL
500
0
m
W
CL
�
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ENGINEERS, ARCHITECTS &, SURVEYORS
740 chapel hill road p.o. box 1179
burlington, n.c. 27215 336/226-5534
Firm's Engineering License No. F-0203
15+00
17+00
CHERRY LANE SANITARY SEWER OUTFACE
MELVILLE TOWNSHIP - ALAMANCE COUNTY, NORTH CAROLINA
21 + 00
SA
NITARY SEWER IMPROVEMENTS
GRAHAM, NORTH CAROLINA
22+00 23+00 24+00
BOOK NO. 442 DATE. JOB NO.
COMP FILE: 3/2/2�
18141BASE.dwg BACK CREEK OUTFALL SHEET NO.
DRAWN BY: WDF STA. 12 + 00 TO STA. 24 + 00
CHECKED BY. TSK
OF. 11
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18141
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THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES, ETC., AND THE THE ENGINEER/ARCHITECT HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS
LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPES, VALVES, ETC. AS SHOWN ARE IN AN APPROXIMATE WAY ARE PRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY HAZARDOUS
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER/ARCHITECT. THE OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER.
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES, LINES, PIPES, ETC. BEFORE NO SUB -SURFACE EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE ENGINEER/ARCHITECT, AND ACCORDINGLY, NO
COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO ANY
FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES VIOLATION OF ANY ENVIRONMENTAL LAWS OR REGULATIONS EITHER FEDERAL STATE OR LOCAL RELATED TO THE
PIPES AND VALVES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER/ARCHITECT OF ANY CONFLICTS WITH INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER/ARCHITECT IS IN NO WAY LIABLE FOR ANY VIOLATION OF
EXISTING AND PROPOSED FACILITIES TO DETERMINE IF AN ITEM WILL NEED TO BE RELOCATED. SUCH ENVIRONMENTAL LAWS SHOULD SUCH EXIST.
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SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER MAIN & MANHOLE
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PLAN SCALE: 1
- PIPE END / ill 40
INV: 492.20 _ i I
PROFILE SCALE:
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ill = 4' VERT.
520
0
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ENGINEERS, ARCHITECTS &, SURVEYORS
740 chapel hill road p.o. box 1179
burlington, n.c. 27215 336/226-5534
Firm's Engineering License No. F-0203
26 + 00
27+00
28+00
29+00
CHERRY LANE SANITARY SEWER OUTFACE
MELVILLE TOWNSHIP - ALAMANCE COUNTY, NORTH CAROLINA
30 + 00
31 +00
32+00
33+00
SANITARY SEWER IMPROVEMENTS
GRAHAM, NORTH CAROLINA
34 + 00
BOOK NO. 442 DATE:
3/2/20
COMP FILE:
18141 BASE. d
DRAWN BY:
WDF
CHECKED BY: TiSK
35 + 00
36 + 00
JOB NO.
18141
BACK CREEK OUTFALL SHEET NO.
STA. 24 + 00 TO STA. 36 + 00 5
1 OF: 11

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U
THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES, ETC., AND THE THE ENGINEER/ARCHITECT HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS
LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPES, VALVES, ETC. AS SHOWN ARE IN AN APPROXIMATE WAY ARE PRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY HAZARDOUS
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER/ARCHITECT. THE OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER.
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES, LINES, PIPES, ETC. BEFORE NO SUB -SURFACE EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE ENGINEER/ARCHITECT, AND ACCORDINGLY, NO
COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO ANY
FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, VIOLATION OF ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED TO THE
PIPES AND VALVES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER/ARCHITECT OF ANY CONFLICTS WITH INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER/ARCHITECT IS IN NO WAY LIABLE FOR ANY VIOLATION OF
EXISTING AND PROPOSED FACILITIES TO DETERMINE IF AN ITEM WILL NEED TO BE RELOCATED. SUCH ENVIRONMENTAL LAWS SHOULD SUCH EXIST.
BACK CREEK
EXISTING TREELINE, TYP
m
PIPE OUTLET
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PIPE END #9
l INV: 491.60
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TEMPORARY CONSTRUCTION EASEMENT / LIMITS OF DISTURBANCE
LIMITS OF 10' TEMPORARY CONSTRUCTION
EASEMENT = LIMITS OF DISTURBANCE SANITARY SEWER EASEMENT
NNW PROPOSED SANITARY SEWER MAIN & MANHOLE
40+00
50 2
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M / FP FP F2 ROTECTION, TYP. �Q
PARCEL
958
PLAZA 1 LL KG
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STONE FILTER
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490 V
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MH- 15
--- ��
— _ EXISTING SEDIMENT BASIN
TO BE FILLED IN
Fp
MH- 14 Q
\ FQ
Fp
CONTRACTOR SHALL INSTALL
15" Corrugated HDPE Pipe CONSTRUCTION ENTRANCES
40.00 LF @ 7.25% PER EROSION CONTROL
NOTE 9 ON SHEET 7. �o
PLAN SCALE:
ill =40'
Fe
r.4,-*C-�
45+00
496
2 �NIATCHLINE- SEESHEET7
Fly
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— J SPLITTER BOX 2
\ TO BE 6'0 FLAT TOP
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TO BE ABANDONED IN
AREA OF PROPOSED
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490
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1 7'-12" DIP S.S. @ 0.25%
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480
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44 +00
45+00 45+50
PROFILE SCALE:
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N CAR
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37
03 01
"AG INEE�
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alley, Williams, carmen 8, king, inc. BOOK NO.442 DATE 3/2/20 JOB No. 18141
O ENGINEERS, ARCHITECTS SURVEYORS CHERRY LANE SZANITARY SEWER OUTFALL COMP
18141BASE.dwg BACK CREEK OUTFALL SHEET NO.
740 chapel hill road p.o. box 1179 SAKI TARP SEWER IMPROVEMENTS DRAWN BY:
_ WDF STA. 36 + 00 TO STA. 45 + 50
LL�
Burlington, n.c. 27215 336/226-5534 6
Firm's Engineering License No. F-0203 MELVILLE TOWNSHIP ALAMANCE COUNTY, NORTH CAROLINA GRAHAM, NORTH CAROLINA CHECKED BY: TSK OF: 1,

a
U
u
U
THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES, ETC., AND THE THE ENGINEER/ARCHITECT HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS
LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPES, VALVES, ETC. AS SHOWN ARE IN AN APPROXIMATE WAY ARE PRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY HAZARDOUS
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER/ARCHITECT. THE OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER.
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES, LINES, PIPES, ETC. BEFORE NO SUB -SURFACE EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE ENGINEER/ARCHITECT, AND ACCORDINGLY, NO
COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO ANY
FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, VIOLATION OF ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED TO THE
PIPES AND VALVES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER/ARCHITECT OF ANY CONFLICTS WITH INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER/ARCHITECT IS IN NO WAY LIABLE FOR ANY VIOLATION OF
EXISTING AND PROPOSED FACILITIES TO DETERMINE IF AN ITEM WILL NEED TO BE RELOCATED. SUCH ENVIRONMENTAL LAWS SHOULD SUCH EXIST.
EXISTING 4" FORCEMAIN FROM OLD \ \ \
FIELDS PUMP STATION. EXISTING FM IS \\
ROUTED THROUGH THE 24" ENCASEMENT ® N \
TO BE UTILIZED FOR INVERTED SIPHON. X o Io
CONTRACTOR MUST DEMOLISH TO \ / \
EXTENT REQUIRED FOR INSTALLATION OF
THE NEW DUAL INVERTED SIPHON AND \
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P.B. 69 PG. 144
EXISTING TREELINE�TYP.
CONTRACTOR SHALL INSTALL
CONSTRUCTION ENTRANCES SPOTTER BOX 2
PER EROSION CONTROL TO BE 6'0 FLAT TOP
NOTE 9 ON SHEET 7. MANHOLE AS SHOWN
ON SHEET 10
FLOWABLE FILL
EXISTING 24"
STEEL
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NOT TO SCALE
CONTRACTOR TO INSTALL
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8 "0 PVC PIPE IN PLACE DURING
INSTALLATION AND PLACEMENT OF
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DIP DIP
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SECTION B-B
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PARCEL ID# 152821
RODOS INC.
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PLAN SCALE:
ill = 40'
PROFILE SCALE:
ill = 40' HOR.
510 N
J
ill = 4' VERT. 510
m
CL
U1
N
+
100 YEAR BASE
FLOOD LEVEL
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VALVE VAULT #2: SEE
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500
500
490
EXISTING
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490
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USE PVC THROUGH STEEL ENCASEMENT.
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ALL FITTINGS SHALL BE DUCTILE IRON.
ALL DIP SHALL BE RESTRAINED JOINT.
47O
77 LF - EXISTING 24"
STEEL ENCASEMENT PIPE
SIPHON NO. 2
LUMP SUM BID BETWEEN
FLUSHING MH #2 AND
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465
465
46+00
47+00
49 + 00
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE LATEST EDITION OF THE CITY OF GRAHAM
STANDARD SPECIFICATIONS AND DETAIL DRAWINGS
ALL PUBLIC SEWER MAINS WILL HAVE A
30' CENTERED MAINTENANCE EASEMENT
LIMITS OF 10' TEMPORARY CONSTRUCTION
EASEMENT = LIMITS OF DISTURBANCE
CONSTRUCTION SEQUENCE:
PHASE 1-EXISTING MH AT CHERRY LANE PUMP STATION TO MH-8 (STA 0+00 TO STA 23+49.79)
HOLD PRECONSTRUCTION CONFERENCE AT LEAST THREE DAYS PRIOR TO BEGINNING CONSTRUCTION
CLEAR & GRUB SEWER EASEMENT AS REQUIRED FOR INSTALLATION OF EROSION CONTROL MEASURES
INSTALL SILT FENCE, OUTLETS, CONSTRUCTION ENTRANCES AS SHOWN ON PLAN & PROFILE SHEETS
COMPLETE CLEARING AND GRUBBING ACTIVITIES FOR ENTIRE WIDTH OF TEMPORARY AND PERMANENT
EASEMENTS. ALL TREES TO BE REMOVED UNLESS DIRECTED OTHERWISE.
IF PHASE II IS TO BE COMPLETED, CONTRACTOR MUST LOCATE EACH END OF THE EXISTING 24" STEEL
ENCASEMENT AT SIPHON #2 PRIOR TO THE INSTALLATION OF ANY WORK ON PHASE I, WITH THE
EXCEPTION OF CLEARING, GRUBBING, AND EROSION CONTROL ACTIVITIES.
INSTALL SANITARY SEWER PIPING AND MANHOLES ALONG ALIGNMENT UP TO END OF PROJECT, INCLUDING
CREEK CROSSING, SIPHON CREEK CROSSING, AND TESTING REQUIREMENTS
INSTALL STORM DRAINAGE PIPING AND GRADE AREAS AS SHOWN ON DRAWINGS TO PROVIDE ACCESS TO
PERMANENT SEWER EASEMENT FOR CITY PERSONNEL
INSTALL DOSING SIPHON #1 EQUIPMENT, VALVE VAULT #1, AND DOSING SIPHON MONITORING EQUIPMENT
TEST OPERATION OF DOSING SIPHON #2 USING CLEAN WATER TO CONFIRM OPERATION IS SATISFACTORY
ENSURE THAT ANY REMAINING DISTURBED AREAS ARE SEEDED
-CONTACT DENR FOR A SITE INSPECTION. IF APPROVAL IS GIVEN, REMOVE EROSION CONTROL MEASURES
AND STABILIZE THE AREAS LEFT BY THE REMOVAL OF THE DEVICES. SEED AND MAT ALL
DITCHESISWALES THAT ARE DISTURBED BY THE DEVICE REMOVAL.
- PROJECT CLOSEOUT
PHASE 11- PIPE UPSTREAM OF MH-8 TO EX MH AT BACK CREEK PUMP STATION (STA 23+49.79 TO STA 48+28.34)
PHASE 1 MUST BE COMPLETE AND OPERATIONAL PRIOR TO BEGINNING WORK ON PHASE 11, WITH
EXCEPTION OF CLEARING, GRUBBING, AND EROSION CONTROL ACTIVITIES
THE OLD FIELDS DEVELOPMENT CONTRACTOR IS RESPONSIBLE FOR THE CONNECTION OF THE EXISTING
SEWER OUTFALL TO MH-8. THE OLD FIELDS DEVELOPMENT CONTRACTOR WILL HAVE 45 DAYS FROM
THE COMPLETION OF PHASE I TO COMPLETE THIS WORK.
CLEAR & GRUB SEWER EASEMENT AS REQUIRED FOR INSTALLATION OF EROSION CONTROL MEASURES
INSTALL SILT FENCE, OUTLETS, CONSTRUCTION ENTRANCES AS SHOWN ON PLAN & PROFILE SHEETS
COMPLETE CLEARING AND GRUBBING ACTIVITIES FOR ENTIRE WIDTH OF TEMPORARY AND PERMANENT
EASEMENTS. ALL TREES TO BE REMOVED UNLESS DIRECTED OTHERWISE.
INSTALL SANITARY SEWER PIPING AND MANHOLES ALONG ALIGNMENT UP TO OLD WETWELL, INCLUDING
SIPHON CREEK CROSSING, AND TESTING REQUIREMENTS
INSTALL STORM DRAINAGE PIPING AND GRADE AREAS AS SHOWN ON DRAWINGS TO PROVIDE ACCESS TO
PERMANENT SEWER EASEMENT FOR CITY PERSONNEL
INSTALL DOSING SIPHON #2 EQUIPMENT, VALVE VAULT #2, AND DOSING SIPHON MONITORING EQUIPMENT
TEST OPERATION OF DOSING SIPHON #2 USING CLEAN WATER TO CONFIRM OPERATION IS SATISFACTORY
ONCE OPERATION OF DOSING SIPHON #2 IS APPROVED, TIE OLD WETWELL INTO EXISTING MH TO DIVERT
FLOW FROM CURRENT WETWELL TO NEW OUTFALL LINE
ENSURE THAT ANY REMAINING DISTURBED AREAS ARE SEEDED
-CONTACT DENR FOR A SITE INSPECTION. IF APPROVAL IS GIVEN, REMOVE EROSION CONTROL MEASURES
AND STABILIZE THE AREAS LEFT BY THE REMOVAL OF THE DEVICES. SEED AND MAT ALL
DITCHES/SWALES THAT ARE DISTURBED BY THE DEVICE REMOVAL.
- PROJECT CLOSEOUT
LEGEND
EIP •
EXISTING IRON STAKE
M
EXISTING RIGHT OF WAY DISK
GI un
EXISTING GRATE INLET
Fae
EXISTING WATER VALVE
ti7a
EXISTING FIRE HYDRANT
WM ❑
EXISTING WATER METER
CO o
EXISTING CLEANOUT
SIGN ♦-
EXISTING GAS MARKER
PP*
EXISTING POWER POLE
LP*
EXISTING LIGHT POLE
EXISTING CONCRETE
TEMPORARY CONSTRUCTION EASEMENT
SANITARY SEWER EASEMENT
TYPICAL
CROSS
PROPOSED SANITARY SEWER MAIN & MANHOLE
SECTION
SANITARY SEWER EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
S SSMH
EXISTING SANITARY SEWER MAIN & MANHOLE
PROPOSED TREE LINE
EXISTING TREE LINE
o
o EXISTING GUARD RAIL
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EXISTING OVERHEAD ELECTRICAL LINES
EXISTING CHAIN LINK FENCE
uGT
EXISTING UNDERGROUND TELEPHONE LINE
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EXISTING WATER MAIN
EXISTING STORM DRAIN
Gas Gas
EXISTING UNDERGROUND GAS MAIN
EOC
EXISTING UNDERGROUND FIBER OPTIC CABLE
EXISTING DRAINAGE DITCH
TB-
EXISTING TOP OF BANK
ZONE 1 BUFFER
ZONE 2 BUFFER
sF sF SF
PROPOSED SILT FENCE
PROPOSED RIP -RAP INLET PROTECTION
\
PROPOSED CHECK DAM
@o
PROPOSED JUNCTION MANHOLE
PROPOSED STORM DRAIN
GENERAL:
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO START OF CONSTRUCTION
2. STABILIZATION STONE SHALL BE PLACED UNDER PIPING AS REQUIRED BY CITY INSPECTOR WHEN CONDITIONS
WARRANT.
3. AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN RIGHT-OF-WAYANDIOR
EASEMENTS SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED AND MULCHED IMMEDIATELY UPON
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH DETAILS ON SHEET 11.
GRADING AND STORM DRAINAGE NOTES:
1. CONSTRUCTION STAKEOUT WILL BE PROVIDED BY ENGINEER.
2. OWNER SHALL EMPLOY THE SERVICES OF A GEOTECHNICAL ENGINEER AND TESTING LABORATORY TO PROVIDE
GEOTECHNICAL SERVICES FOR THE PROJECT. GEOTECHNICAL ENGINEER SHALL INSPECT, APPROVE AND
REPORT ON FOOTING SUBGRADE, PAVEMENT SUBGRADE, FILL OPERATIONS, AND TRENCH BACKFILL
OPERATIONS FOR THE PROJECT.
3. HAZARDOUS MATERIALS SHALL BE DEFINED AS MATERIAL CONTAINING ASBESTOS, PCB OR PETROLEUM
CONTAMINANTS, OR OTHER CONTAMINANTS IDENTIFIED BY THE E.P.A. OR OTHER FEDERAL OR STATE AGENCY
AS POTENTIALLY LIFE -THREATENING AND REQUIRING SPECIAL HANDLING AND/OR DISPOSAL. IF THE PRESENCE
OF ANY SUCH CONTAMINANTS IS SUSPECTED, THE MATERIAL SHALL BE PROMPTLY TESTED. IF CONTAMINATED
MATERIALS ARE IDENTIFIED, SUCH MATERIALS WILL BE REMOVED FROM THE SITE BY THE OWNER UNDER
SEPARATE CONTRACT OR BY THE GENERAL CONTRACTOR AS AN APPROVED CHANGE TO HIS CONTRACT.
ESTIMATED QUANTITIES, UNIT PRICES AND SCHEDULE FOR REMOVAL SHALL BE IDENTIFIED, VERIFIED, AND
APPROVED BY THE ARCHITECT/ENGINEER AND THE OWNER PRIOR TO SUCH REMOVAL.
4. DRAINAGE STRUCTURES AND PIPE SHALL BE IN ACCORDANCE WITH CITY OF GRAHAM STANDARDS.
5. BACKFILL MATERIAL SHALL BE INORGANIC, FREE OF DEBRIS, SUITABLE FOR COMPACTION & APPROVED BY THE
ENGINEER. FILL MATERIAL SHALL HAVE A PLASTICITY INDEX LESS THAN 25.
6. BACKFILL MATERIAL SHALL BE SPREAD IN SUCCESSIVE, UNIFORM LAYERS NOT EXCEEDING 8" IN LOOSE
THICKNESS & COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY.
7. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH THESE NOTES AND CITY OF GRAHAM
STANDARDS. IF CITY OF GRAHAM STANDARD SPECIFICATIONS DO NOT ADDRESS AN ITEM, COMPLY WITH
NCDOT STANDARD SPECIFICATIONS.
WATER & SEWER NOTES
1. PRIOR TO WATER & SEWER INSTALLATION, THE GENERAL CONTRACTOR SHALL COORDINATE A
PRE -CONSTRUCTION CONFERENCE TO DISCUSS INSPECTION & TESTING REQUIREMENTS W1 CITY ENGINEERING
DEPARTMENT, ENGINEER, CONTRACTOR, & SUBCONTRACTOR TO ATTEND.
2. ALL WATER & SEWER MAINS SHALL BE INSTALLED BYA LICENSED UTILITY CONTRACTOR.
3. ALL WATER MAINS SHALL BE INSTALLED W1 A MINIMUM COVER OF 4 FEET, EXCEPT AS NOTED ON PROFILE
DRAWING.
4. MAINTAIN THE FOLLOWING VERTICAL SEPARATION BETWEEN UTILITIES:
18" BETWEEN BOTTOM OF WATER & TOP OF SANITARY SEWER
18" BETWEEN WATER & STORM SEWER
24" BETWEEN SANITARY SEWER & STORM SEWER
5. OWNER/DEVELOPER WILL BE RESPONSIBLE FOR PAYMENT OF APPLICATION FEES, TAP CONNECTION & OTHER
FEES REQUIRED BY THE CITY OF GRAHAM.
6. WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH CITY OF GRAHAM
STANDARD SPECIFICATIONS.
7. SANITARY SEWER LINES SHALL BE PUBLIC & MAINTAINED BY THE CITY OF GRAHAM.
8. PUBLIC SANITARY SEWER LINES SHALL BE AIR TESTED.
9. MANHOLES (PUBLIC & PRIVATE) SHALL BE VACUUM TESTED IN ACCORDANCE W1 CITY OF GRAHAM STANDARD
SPECIFICATIONS.
10. SANITARY SEWER LINES SHALL BE VIDEOTAPED AFTER THE AGGREGATE BASE COURSE HAS BEEN SET UP & THE
CITY OF GRAHAM PROVIDED A COPY FOR THEIR REVIEW &USE .
EROSION CONTROL NOTES:
DISTURBED AREA = 6.75 Ac. ±
1. ALL EROSION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
NCDENR - LAND QUALITY SECTION
"EROSION AND SEDIMENT CONTROL MANUAL."
2. ALL SLOPES SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER COMPLETION OF CONSTRUCTION
ACTIVITIES IN THE AREA. BECAUSE THE NUMBER OF ACCESS POINTS ALONG THE EASEMENT ARE LIMITED,
AREAS THAT ARE DISTURBED BETWEEN THE ACCESS POINT AND CURRENT WORK AREA SHALL BE SEEDED
AFTER THE CURRENT WORKAREA IS COMPLETE AND THE EASEMENT IS NO LONGER BEING USED FOR ACCESS.
3. REMOVE ANY MUD OR SOIL MATERIALS TRACKED ONTO ADJOINING ROADS IMMEDIATELY.
4. PROVIDE ADDITIONAL MEASURES AS NEEDED TO DIRECT RUNOFF TO EROSION CONTROL DEVICES.
5. INSPECT ALL EROSION CONTROL MEASURES ON A WEEKLY BASIS AND WITHIN 24 HOURS OF A 0.51N. RAINFALL
EVENT (WITHIN A 24 HOUR PERIOD). CONTRACTOR SHALL REPAIR OR PROVIDE ANY REQUIRED MAINTENANCE
NOTED DURING INSPECTION AND PRIOR TO CONTINUING WITH ANY CONSTRUCTION ACTIVITIES.
6. CONTRACTOR SHALL PROVIDE A RAIN GAUGE ON SITE AND SHALL COMPLETE "STORMWATER INSPECTIONS FOR
GENERAL PERMIT NCGO10000 -LAND DISTURBING ACTIVITIES" FORM ON A WEEKLY BASIS. PROVIDE COPIES OF
REPORT TO OWNERIENGINEER ON A MONTHLY BASIS.
7. A SELF -INSPECTION MUST BE MADE OF THE PROJECT AFTER EACH PHASE OF THE PROJECT, AND THE
INSPECTION SHALL BE DOCUMENTED IN WRITING. INSPECTION IS IN ADDITION TO THE GENERAL PERMIT
REQUIREMENTS DISCUSSED IN ITEM 6 ABOVE.
8. IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITYAND ANY RELATED BORROW OR WASTE
ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND -DISTURBING
ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED BY THE DIVISION OF WASTE MANAGEMENT.
IF THE LAND -DISTURBING ACTIVITYAND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY
THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND -DISTURBING ACTIVITIES AND MUST BE
PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROL ACTAS A ONE -USE BORROW SITE OR
THROUGH THE MINING ACT.
9. CONSTRUCTION ENTRANCES MUST BE COORDINATED WITH THE OLD FIELDS DEVELOPMENT CONTRACTOR AND
ADJACENT LANDOWNERS. FINAL LOCATIONS OF THESE WILL BE CONFIRMED AFTER THE CONTRACT HAS BEEN
AWARDED. FOR BIDDING PURPOSES, THE CONTRACTOR SHALL INCLUDE 3 EA - CONSTRUCTION ENTRANCE
FOR PHASE 1 AND 1 EA -CONSTRUCTION ENTRANCE FOR PHASE II. THE COST FOR THESE CONSTRUCTION
ENTRANCES SHALL BE INCLUDED IN THE EROSION CONTROL LUMP SUM PRICE FOR EACH PHASE.
o N CAR
•��.�& SSI C/
03 01
FNGINEC
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alley, williams, carmen &, king, inc. BOOK NO.442 DATE. 312120 JOB No. 18141
O ENGINEERS, ARCHITECTS 8s SURVEYORS CHERRY LANE SANITARY SEWER OUTFALLS.;AINITARYCOMP
18141BASE.dwg BACK CREEK OUTFALL SHEET NO.
740 chapel hill road p.o. box 1179 SEWER IMPROVEMENTS DRAWN BY:
burlington, n.c. 27215 336/226-5534 wDF STA. 45+50 TO STA. 48+28.34 7
Firm's Engineering License No. F-0203 MELVILLE TOWNSHIP - ALAMANCE COUNTY, NORTH CAROLINA GRAHAM, NORTH CAROLINA CHECKED BY: TSK OF: „

a
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CONTRACTOR SHALL SUPPLYAND INSTALL POLE, HARDWARE,
EQUIPMENT AND WIRING TO REMOTELY MONITOR LIQUID
LEVEL IN SIPHON DOSING TANK. MONITORING SYSTEM SHALL
BE A WIRELESS, WEB -BASED ALARM DETECTION AND
NOTIFICATION SYSTEM FOR A SINGLE FLOAT HIGH WATER
ALARM. NOTIFICATION SYSTEM SHALL ALSO INCLUDE AN
AUDIO AND VISUAL (RED LED LIGHT) NOTIFICATION SYSTEM.
EQUIPMENT SHALL BE INSTALLED ON A 3" GALVANIZED STEEL
POLE IN A LOCATION THAT SUPPLIES SUFFICIENT SUNLIGHT
FOR SOLAR PANEL. CONTRACTOR SHALL COORDINATE
LOCATION WITH OWNER PRIOR TO INSTALLATION.
REMOTE DIALER BASIS OF DESIGN:
RACO ALARM AGENT WIRELESS REMOTE TERMINAL UNIT
(WRTU) MODEL AA-102NEMART WITH NEMA 4X ENCLOSURE
AND PHANTOM ANTENNA. INCLUDE ALARM AGENT SOLAR
POWER UPGRADE MODEL 805AA-SPU WITH SOLAR PANEL,
BATTERIES FOR 5 DAYS OF OPERATION AND LARGER NEMA 4X
ENCLOSURE TO HOUSE BATTERY. ALTERNATE DIALER
MODELS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BID.
TO LEVEL SWITCH
# WIRES AS REQUIRED.
CONCRETE BASE. SIZE OF BASE AND DEPTH
OF POLE AS SPECIFIED BY MANUFACTURER
WIRELESS ALARM DETECTION AND NOTIFICATION SYSTEM
NO SCALE
SEAL ALL CONDUIT OPENINGS
WITH DUCT SEAL TO PREVENT
SEWER GASES FROM ENTERING
OTHER EQUIPMENT
FINISHED SLAB
(OR EARTH)
d
° c
SCHEDULE 80 PVC.
MINIMUM 24" DEPTH UNLESS
ALLOWED OTHERWISE BY
LOCAL AHJ.
RIGID TO PVC ADAPTOR
- RACEWAY GROUND
INSULATED BUSHING
WITH GROUND LUG
COORDINATE STUB UP HEIGHT
WITH CONCRETE PAD AND
EQUIPMENT REQUIREMENTS
WRAP CONDUIT WITH BITUMASTIC TAPE TO
PREVENT CORROSION. 112 OVERLAP, AND 2"
FROM EXITING OF CONCRETE OR EARTH.
RIGID ALUMINUM
CONDUIT
NOTE: THIS DETAIL APPLIES TO ALL UNDERGROUND CONDUITS WHERE
PVC IS UTILIZED. PVC SHALL NOT BE EXTENDED ABOVE GRADE
UNLESS SPECIFICALLY APPROVED. GALVANIZED CONDUIT IS NOT
ALLOWED.
THIS DETAIL APPLIES TO POLE USED FOR MOUNTING EQUIPMENT.
CONDUIT STUB -UP DETAIL
NO SCALE
NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND VERIFY PROPOSED WORK AND
EXISTING FIELD CONDITIONS WHICH MIGHT AFFECT THE COMPLETION OF WORK. ANY
DISCREPANCIES OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER FOR CLARIFICATION
PRIOR TO BID. UNLESS SPECIFICALLY CLARIFIED BYADDENDUM, THE MORE STRINGENT ITEM
SHALL BE INCLUDED IN THE BID.
2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, INSPECTIONS AND FEES.
DELIVER ALL CERTIFICATES OF INSPECTION TO THE OWNER.
3. ALL CONDUITS EXITING EARTH OR CONCRETE SHALL BE TAPED OR PAINTED WITH BITUMASTIC
MATERIALS WITHIN 2" OF EXITING SAID EARTH OR CONCRETE TO PREVENT CORROSION.
4. ALL WIRE SHALL BE STRANDED COPPER, TYPE THHN/THWN, RATED 600 VOLTS, SIZE #12 UNLESS
SHOWN OTHERWISE. ALL WIRE SHALL BE RUN IN CONDUIT.
5. ALL CONNECTIONS OUTDOORS SHALL BE MADE USING OXIDATION INHIBITING COMPOUND,
PENETROX OR EQUAL. THIS INCLUDES POWER AND GROUNDING CONNECTIONS INSIDE PANELS,
WIRING TROUGHS, BOXES, DISCONNECT SWITCHES, AND OTHER ELECTRICAL AND MECHANICAL
EQUIPMENT.
DOSING SIPHON
BELL (TYP OF 2)
FLUID DYNAMIC SIPHONS, INC.
MODEL 836RS - DUAL AUTOMATIC DOSING SIPHON
SPECIFICATIONS:
DIAMETER OF OUTLET: 8.4" O.D.
DRAW DOWN = 36" PER CYCLE
DIAMETER OF BELL: 22"
DISCHARGE INVERT TO LOW WATER LEVEL: 14"
AVERAGE DISCHARGE RATE: 820 GPM
MINIMUM DISCHARGE RATE: 430 GPM
MATERIALS:
TRAP AND BELL: 0.240" THICK HIGH DENSITY
POLYETHYLENE (LINEAR)
VENT PIPES: 3" SCH. 40 PVC (UNLESS OTHERWISE NOTED)
BOLTS: 304 STAINLESS STEEL
VERIFY DIMENSIONS WITH CURRENT FACTORY
SUBMITTALS OR FACTORY REP.
18.66'
10" TYP.
TOP ELEV. - 494.80
D
77Fi
VENT TIED TO
UPSTREAM MANHOLE
14.33'
12" OUTSIDE
DROP PER
CITY OF
GRAHAM
DETAILS
12" D.I.P.
17"
DD
D
DP
D
INV. - 483.89
NT PIPE
CL
EL
BELL w
W
Q
z
8-FT DIAM MANHOLE
60" X 48" VALVE VAULT - 48" DEEP
4" GATE VALVE W/
OPERATING NUT
(TYP OF 2)
D
8
D
O DD
D _
POD 4AXNIRO
O D p
S �
D F k_ i O
� D D
Ffl
D
G
D D
4" VENT ELEV. - 491.80 4" TEE °
EXTENDS TO DOSING �� D
SIPHON MANHOLE D °
WATERTIGHT MANHOLE RING & COVER -
CENTER BETWEEN SIPHONS
HIGH WATER ALARM -CONNECT TO AUTODIALER
AND AUDIBLE & VISUAL ALARM. VISUAL ALARM
SHALL BEAN LED WITH A RED LENS. FLOAT
WIRE SHALL EXIT THE SIDE OF THE CONCRETE
STRUCTURE AND BE BURIED IN CONDUIT TO
DIALER EQUIPMENT
4" VENT ELEV. - 491.80
2"
HIGH WATER ALARM ELEVATION - 484.06
I H AT R I IE ELEV. - 483.89
DD
9" TYP.
D
BELL D
DIAMETER=22" �L_
� 36" D e
41"
O
J
20" PRECAST CONCRETE TANK
g W
O
J � D
O FILLET INSIDE OF DOSING TANK
L �
LOW WATER LI E ELEV. - 480.89
)OR LINE I Lj 11 1 ° OUTLT,
ET 8.4" 14"
CL
/y.r..
eD D D D D e DD e Q ° P
D
D °p
10" x 8"
D 811 ECCENTRIC
D
REDUCER
De
12"
@ D 2811
D
DD e21ii,
D
DOSING SIPHON # 1 - SECTION VIEW
NO SCALE
ELEV. - 479.56
D
DD
D
dD 0 —
De O o
O D.
SF �� o D
°p O —
D
D D
p e D
ADJUSTABLE CAST IRON VALVE BOX
FLOW TO
INVERTED SIPHON
INSTALL FILLER
FLANGES AS
REQUIRED
FLOW TO
INVERTED SIPHON
611
FOR UNDERGROUND 10" GATE VALVES 4" 900 ELBOW MALE BAUER
C
(TYP OF 2) (TYP OF 2) CONNECTION W/
6" FEMALE CAP
VALVE VAUL T # 1 - PLAN VIEW (TYP OF 2)
60" X 48" ALUMINUM ACCE` ` "^ T^"
WITH ORANGE SAFET`
LOCKABLE COVER & H
DEVICE. PRODUCT
MANUFACTURED WITH Pi
TO MAKE THE HATCH WA
TOP ELEV. - 4
4" VENT ELEV. - 49
EXTENDS TO DOSh
SIPHON MANHOLE
FLOW FROM
DOSING SIPHON
10" GATE VALVE W/ OPERATING NU
ADJUSTABLE CAST IRON VALVE BC
SHALL BE ACCESSIBLE IN BOTTOM
OF VALVE VAULT (TYP OF 2)
NOTE: 1. AUTOMATIC DOSING SIPHON TO BE PROVIDED BY THE CONTRACTOR.
2. THE SIPHON SHALL BE REGULARLY INSPECTED BY CITY OF GRAHAM STAFF.
3. PROVIDE BUOYANCY CALCULATIONS FROM MANUFACTURER OF DOSING MANHOLE.
ADD CONCRETE OR EXTENDED BASE AS NECESSARY TO PREVENT FLOATATION WHEN
FULLY SUBMERGED. PROVIDE A 1.25 SAFETY FACTOR.
NO SCALE
VALVE VAULT # 1 - SECTION VIEW
NO SCALE
6" MALE BAUER
CONNECTION W/
6" FEMALE CAP
(TYP OF 2)
x 4" TEE
YP OF 2)
FLOW TO
INVERTED SIPHON
10" x 6" TEE
(TYP OF 2)
\.A e
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3501
ENGINEER
T•°•... d
R�- o s
alley, Williams, carmen &, king, inc. BOOK N0. 442 DATE 3/2/20 JOB No. 18141
0 ENGINEERS, ARCHITECTS &, SURVEYORS CHERRY LANE SZ14NITARY SEWER OUTFACE COMP FILE. SIPHON NO. 1
SAKI TARP SEWER IMPROVEMENTS 181418ASE.dw DETAILS SHEET NO.
740 chapel hill road p.o. box 1179 — DRAWN BY: ^
burlington n.c. 27215 336/226-5534 MELVILLE TOWNSHIP ALAMANCE COUNTY, NORTH CAROLINA GRAHAM NORTH CAROLINA CHECKED BY. W DF STA. 23+38 V.(
Firms Engineering License No. F 0203 TSK OF. 11

a
U
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CONTRACTOR SHALL SUPPLYAND INSTALL POLE, HARDWARE,
EQUIPMENT AND WIRING TO REMOTELY MONITOR LIQUID
LEVEL IN SIPHON DOSING TANK. MONITORING SYSTEM SHALL
BE A WIRELESS, WEB -BASED ALARM DETECTION AND
NOTIFICATION SYSTEM FOR A SINGLE FLOAT HIGH WATER
ALARM. NOTIFICATION SYSTEM SHALL ALSO INCLUDE AN
AUDIO AND VISUAL (RED LED LIGHT) NOTIFICATION SYSTEM.
EQUIPMENT SHALL BE INSTALLED ON A 3" GALVANIZED STEEL
POLE IN A LOCATION THAT SUPPLIES SUFFICIENT SUNLIGHT
FOR SOLAR PANEL. CONTRACTOR SHALL COORDINATE
LOCATION WITH OWNER PRIOR TO INSTALLATION.
REMOTE DIALER BASIS OF DESIGN:
RACO ALARM AGENT WIRELESS REMOTE TERMINAL UNIT
(WRTU) MODEL AA-102NEMART WITH NEMA 4X ENCLOSURE
AND PHANTOM ANTENNA. INCLUDE ALARM AGENT SOLAR
POWER UPGRADE MODEL 805AA-SPU WITH SOLAR PANEL,
BATTERIES FOR 5 DAYS OF OPERATION AND LARGER NEMA 4X
ENCLOSURE TO HOUSE BATTERY. ALTERNATE DIALER
MODELS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BID.
TO LEVEL SWITCH
# WIRES AS REQUIRED.
CONCRETE BASE. SIZE OF BASE AND DEPTH
OF POLE AS SPECIFIED BY MANUFACTURER
WIRELESS ALARM DETECTION AND NOTIFICATION SYSTEM
NO SCALE
SEAL ALL CONDUIT OPENINGS
WITH DUCT SEAL TO PREVENT
SEWER GASES FROM ENTERING
OTHER EQUIPMENT
FINISHED SLAB
(OR EARTH)
a d d
d ° d
a °
SCHEDULE 80 PVC.
MINIMUM 24" DEPTH UNLESS
ALLOWED OTHERWISE BY
LOCAL AHJ.
RIGID TO PVC ADAPTOR
- RACEWAY GROUND
INSULATED BUSHING
WITH GROUND LUG
COORDINATE STUB UP HEIGHT
WITH CONCRETE PAD AND
EQUIPMENT REQUIREMENTS
WRAP CONDUIT WITH BITUMASTIC TAPE TO
PREVENT CORROSION. 112 OVERLAP, AND 2"
FROM EXITING OF CONCRETE OR EARTH.
RIGID ALUMINUM
CONDUIT
NOTE: THIS DETAIL APPLIES TO ALL UNDERGROUND CONDUITS WHERE
PVC IS UTILIZED. PVC SHALL NOT BE EXTENDED ABOVE GRADE
UNLESS SPECIFICALLY APPROVED. GALVANIZED CONDUIT IS NOT
ALLOWED.
THIS DETAIL APPLIES TO POLE USED FOR MOUNTING EQUIPMENT.
CONDUIT STUB -UP DETAIL
NO SCALE
NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND VERIFY PROPOSED WORK AND
EXISTING FIELD CONDITIONS WHICH MIGHT AFFECT THE COMPLETION OF WORK. ANY
DISCREPANCIES OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER FOR CLARIFICATION
PRIOR TO BID. UNLESS SPECIFICALLY CLARIFIED BYADDENDUM, THE MORE STRINGENT ITEM
SHALL BE INCLUDED IN THE BID.
2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, INSPECTIONS AND FEES.
DELIVER ALL CERTIFICATES OF INSPECTION TO THE OWNER.
3. ALL CONDUITS EXITING EARTH OR CONCRETE SHALL BE TAPED OR PAINTED WITH BITUMASTIC
MATERIALS WITHIN 2" OF EXITING SAID EARTH OR CONCRETE TO PREVENT CORROSION.
4. ALL WIRE SHALL BE STRANDED COPPER, TYPE THHN/THWN, RATED 600 VOLTS, SIZE #12 UNLESS
SHOWN OTHERWISE. ALL WIRE SHALL BE RUN IN CONDUIT.
5. ALL CONNECTIONS OUTDOORS SHALL BE MADE USING OXIDATION INHIBITING COMPOUND,
PENETROX OR EQUAL. THIS INCLUDES POWER AND GROUNDING CONNECTIONS INSIDE PANELS,
WIRING TROUGHS, BOXES, DISCONNECT SWITCHES, AND OTHER ELECTRICAL AND MECHANICAL
EQUIPMENT.
DOSING SIPHON
BELL (TYP OF 2)
FLUID DYNAMIC SIPHONS, INC.
MODEL 836RS - DUAL AUTOMATIC DOSING SIPHON
SPECIFICATIONS:
DIAMETER OF OUTLET: 8.4" O.D.
DRAW DOWN = 36" PER CYCLE
DIAMETER OF BELL: 22"
DISCHARGE INVERT TO LOW WATER LEVEL: 14"
AVERAGE DISCHARGE RATE: 820 GPM
MINIMUM DISCHARGE RATE: 430 GPM
MATERIALS:
TRAP AND BELL: 0.240" THICK HIGH DENSITY
POLYETHYLENE (LINEAR)
VENT PIPES: 3" SCH. 40 PVC (UNLESS OTHERWISE NOTED)
BOLTS: 304 STAINLESS STEEL
VERIFY DIMENSIONS WITH CURRENT FACTORY
SUBMITTALS OR FACTORY REP.
17.27'
60" X 48" VALVE VAULT - 48" DEEP
4" GATE VALVE W/
OPERATING NUT
(TYP OF 2)
D
8
D
p° O O p D
D _
POD i O
S X 11�
D F ki O _
p R
O O
D
G
m Ro
4" VENT ELEV. - 497.00 4" TEE °
EXTENDS TO DOSING �� D
SIPHON MANHOLE p °
8-FT DIAM MANHOLE (I.D.)
10" TYP. WATERTIGHT MANHOLE RING & COVER -
TOP ELEV. - 504.50 CENTER BETWEEN SIPHONS
HIGH WATER ALARM -CONNECT TO AUTODIALER
M
AND AUDIBLE & VISUAL ALARM. VISUAL ALARM
VENT TIED SHALL BEAN LED WITH A RED LENS. FLOAT
UPSTREAM MANHOLE WIRE SHALL EXIT THE SIDE OF THE CONCRETE
STRUCTURE AND BE BURIED IN CONDUIT TO
DIALER EQUIPMENT
l � D
4" VENT ELEV. - 49 7. 00
2"
INV. - 494.98 1 HIGH WATER ALARM ELEVATION - 495.15
8" D.I.P.
12.94'
8" OUTSIDE
DROP PER
CITY OF —
GRAHAM
DETAILS
1711
DR
D
DP
NT PIPE
CL
EL -
BELL w
w
Q
z
I E ° ELEV. - 494.98
9" TYP.
D
R
PRECAST CONCRETE TANK
D
FILLET INSIDE OF DOSING TANK
E ELEV. - 491.98
)OR LINE
° OUTLET 8.4" 14"
° R
D D CL r
e.D D D D e D D a Q e
D
D °p
e m
D °
11 D e.
(J p
De
12"
@ D 28"
D
e 21"
D
BELL
DIAMETER=22"
�_
O
J
DOSING SIPHON #2 - SECTION VIEW
NO SCALE
41" 36"
ELEV. - 490.81
D
pR
D
°D O O
O Q—
O
SF �� o p
dp O O
p
D D
p e D
ADJUSTABLE CAST IRON VALVE BOX
FLOW TO
INVERTED SIPHON
INSTALL FILLER
FLANGES AS
REQUIRED
FLOW TO
INVERTED SIPHON
FOR UNDERGROUND 10" GATE VALCVES 4" 90° ELBOW MALE BAUER
(TYP OF 2) (TYP OF 2) CONNECTION W/
6" FEMALE CAP
VALVE VAULT #2 - PLAN VIEW (TYP OF 2)
60" X 48" ALUMINUM ACCE` ` "^ T^"
WITH ORANGE SAFET`
LOCKABLE COVER & H
DEVICE. PRODUCT
MANUFACTURED WITH Pi
TO MAKE THE HATCH WA
TOP ELEV. - 5
4" VENT ELEV. - 49i
EXTENDS TO DOSh
SIPHON MANHOLE
FLOW FROM
DOSING SIPHON
8" GATE VALVE W/ OPERATING NUT
ADJUSTABLE CAST IRON VALVE BO)
SHALL BE ACCESSIBLE IN BOTTOM
OF VALVE VAULT (TYP OF 2)
NOTE: 1. AUTOMATIC DOSING SIPHON TO BE PROVIDED BY THE CONTRACTOR.
2. THE SIPHON SHALL BE REGULARLY INSPECTED BY CITY OF GRAHAM STAFF.
3. PROVIDE BUOYANCY CALCULATIONS FROM MANUFACTURER OF DOSING MANHOLE.
ADD CONCRETE OR EXTENDED BASE AS NECESSARY TO PREVENT FLOATATION WHEN
FULLY SUBMERGED. PROVIDE A 1.25 SAFETY FACTOR.
NO SCALE
VALVE VAULT #2 - SECTION VIEW
NO SCALE
6" MALE BAUER
CONNECTION W/
6" FEMALE CAP
(TYP OF 2)
x 4" TEE
YP OF 2)
FLOW TO
INVERTED SIPHON
8" x 6" TEE
(TYP OF 2)
alley, Williams, carmen 8, king, inc. BOOK N0. 442 DATE 3/2/20 JOB No. 18141
0 ENGINEERS, ARCHITECTS &, SURVEYORS CHERRY LANE SZ14NITARY SEWER OUTFALL COMP FILE. SIPHON NO. 2
SAKI TARP SEWER IMPROVEMENTS 181418ASE.dw DETAILS SHEET NO.
740 chapel hill road p.o. box 1179 — DRAWN BY: /1
burlington n.c. 27215 336/226-5534 MELVILLE TOWNSHIP ALAMANCE COUNTY, NORTH CAROLINA GRAHAM NORTH CAROLINA CHECKED BY. W DF STA. 47+36 IVvJJ
Firms Engineering License No. F 0203 TSK OF. 11

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a
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TYPICAL SECTION
STREETS
CONCRETE COLLAR
MIN. 8" THICK
ROAD SHOULDER OR
PAVED STREETS
BASE
�\ IX
IX
Max. Adjustment with
grade ring is 8"
WRAP OUTSIDE JOINT WITH
EXTERNAL JOINT WRAP, TYP.
SEALANT BETWEEN
JOINT, TYP.
3,000 P.S.I.
CONCRETE
TYPICAL SECTION
OUTFALL
C.I. M.H. RING AND COVER
BY U.S. FOUNDARY OR
EQUAL. SEE DETAIL SS-4
CLASS 'A" MORTAR
�2-3/4" ANCHOR BOLTS
(REDHEADS)
2' MIN.
COPOLYMER POLYPROPYLENE
"
5'-0" M.H. STEPS @ 12O.(I.
Ell BY M.A. INDUSTRIES, INC.,
PS1—PF
BOOT (FLEXIBLE
MANHOLE
CONNECTOR) Q
16" GROUT g
CLASS
31MIN.
�.
CONCRETE
1 a 12"
TYP.
t 00
BUOYANCY CALCULATIONS
TO BE PROVIDED.
4—#5 BARS NO. 67 STONE
UNDISTURBED
EARTH NOTE MANHOLES ARE TO BE AS MFG.
BY NC PRODUCTS, D&M CONCRETE
COMPANY INC. OR APPROVED
EQUAL.
PARGE ALL INSIDE JOINTS WITH NON -SHRINK GROUT
STANDARD PRECAST MANHOLE
C. 0. G. STD. SS-1
4— 1/2" X 13/4" HEXHEAD,
STAINLESS STEEL BOLTS
AT 90` COUNTERSUNK.
BOLTS TO BE TYPE 316
STAINLESS STEEL.
TYPICAL SECTION
TYPICAL SECTION
_
STREETS
OUTFACE
—7/8"
WATER TIGHT RING AND COVER,
C.I. M.H. RING AND COVER
��
CAST IN MH TOP
3 1/2"
BY U.S. FOUNDARY OR
EQUAL. SEE DETAIL SS-4
CONCRETE COLLAR
,PENET
RATION
MIN. 8 THICK
A
CLASS '" MORTAR
O
8 3 4"
/
O
9" STOP
1 1/4"
2-3/4" ANCHOR BOLTS
VENT NOT REQUIRED ON SPLITTER BOXES
0,1/4"
ROAD SHOULDER OR (REDHEADS)
5/8"
PAVED STREETS
Z2'
O
O
BASE
MIN.
1 1/4"
0
3/4"_T
i
A
Max. Adjustment with/ Z
ring is 8"
Q
I
ELEVATION SHOWN ON
FLANGED RETURN (C.I.)
12"
1/4"
grade
ENGINEERS DRAWING
SEALANT BETWEEN
REINFORCING IN CENTER OF SLAB
8 x 8 VENT MESH (ALUMINUM)
'
JOINT, TYP.
TO EQUAL NO. 4 BARS,
12" O.C.E.W.
MEGALUGS
— — — — —
�,
IN 4' MH & 10" O.C.E.W.
IN 5' MH.
3/8" FLANGE FILLER
REQUIRED
�
FLANGJOIN SED
4" D.I.PIPE
1/4"
"
1/2"
>
>
REINFORCING TO EQUAL W6 WIRE,
F
1
1/8"
DI
GROUT
6" O.C.E.W. FOR 4' MANHOLES &
Tee
COPOLYMER POLYPROPYLENE
4" O.C.E.W. FOR 5' MANHOLES. WIRE
M.H. STEPS @ 12" 0. C.
TO CONFORM TO ASTM A 82, A 85
a
4" I.O.C.1. WALL PIPE CAST IN MH TOP
BY M.A. INDUSTRIES, INC.,
& C-478 SPECIFICATIONS.
0 RING JOINT 1'-0" MIN
11
-
PS1-PF
s
STAINLESS STEEL
STRAPS AT 2'0.0 '
WRAP OUTSIDE JOINT WITH
i
1'—p"1_llllllll_llllllll_lllllil�
1/4" 1 1/2"
WITH J„ S.S. A.B.
— — — — —
'POLYPROPYLENE
EXTERNAL JOINT WRAP, TYP.
_ _ _1�
n,.
—
STRAPS J"X2" '
____________
MANHOLE TO CONFORM TO CITY STANDARD
PLASTIC
NO. #3 DEFORMED
GROUT
DETAILS FOR PRECAST CONCRETE MANHOLES
° . °
STEEL ROD.
rCLASS
5'-0"
AS SHOWN ON THIS SHEET.
NO. 67 STONE
"B"
N
6'-0" FOR SPLITTER BOXES
CONCRETE
4­
D.I.
A w
a
a a
MASONRY BLOCKING \\
` i < '
'M!N
12"
>
d d
SUPPORT\\`
TYP.
i CO
BOOT (FLEXIBLE
LE
a
aMANH
~sroP
CONNECTOR) �!\\/�\\//\%/\%/\% %/\//\//\//\\//\\// \\/�\/�\/�\//
\/\\/�\�\\�/\\/\\/\ /\\/\\/\\/
BUOYANCY CALCULATIONS
TO BE PROVIDED.
a °
° . 4
a � : °
PENETRATION
4—#5 BARS
a
12"
TYP.
4 d
SECTION A -A
NO. 67 STONE
4
NO SCALE
UNDISTURBED
EARTH NOTE MANHOLES ARE TO BE AS MFG.
ZxZ�6"
°°°°°°°°°eaea°°°°°°°°°°°°°°°°°aa °°aaaeaeaeaeaaaaaaaaaaeaeaea
BY NC PRODUCTS, D&M CONCRETE
BUOYANCY CALCULATIONS
DEPTH OF
#5 OR #57 WASHED STONE
COMPANY INC. OR APPROVED
EQUAL.
To BE PROVIDED.
VENTED MANHOLE
3 1/2"
NOT TO SCALE
DETAIL
SHALL BE USED FOR ALL VENTED MANHOLES AND SPL17TER BOXES.
POLYPROPYLENE MANHOLE STEP
FPARGE ALL INSIDE JOINTS WITH NON -SHRINK GROUT
VENTS ARE NOT REQUIRED FOR SPUTTER BOXES.
STANDARD PRECAST OUTSIDE DROP MANHOLE
C. 0. G. STD. SS-2
no
O STREAM BANK STREAM BANK -
CREEK C/L�1
CREEK C/L--
CREEK FLOW
Q�R I T o �� o 0
0 0 20' o 0 20'
WORK AREA WORK AREA
TOP OF COVER
0 0 0
Q
0 0 0 0
STREAM BANK STREAM BANK
WATERTIGHT SEAL --- ---
I��� III II�II III II I��� III II�II PLAN PLAN
1 „HlliTi�WT�"' "'= r++++++++++++++++ 1= =Ill =ll I „HlliTi�WT�"' "'- r + + + + + + + +
1/2" III=11+ + +-IIII-IIII= 111=11 =IIIII-IIII=
1'R RING & COVER WILL BE MACHINED AND-ll. + + ... + + + +1=IIIIII--'=ll. + + + + + + + +1= -
1/2'R WILL CONFORM TO ASTM A48, CLASS 30B III= I l+++++++++++++++III III= 1 +++++++++++++++ �IIII
++++++++_ ++++++++_
MINIMUM AVERAGE WEIGHTS COMPACTED - « + COMPACTED
BOTTOM OF II=11 6 ". +0. D. 6 ". I=11 II=11 6 " + p, p.' 6 ". I=11 40' MAX.
COVER BACKFILL i -_ +-+ + + + + + BACKFILL II -II +' + + + + +' + I�III IMPERVIOUS FABRIC
RING 180 LBS. II II III
`+++ + `+++-Mh 1 /8 0. D. _ SEALING SHEET
1/2" COVER 120 LBS. II=11 + I -III- II=11 I -Ilk SANDROCK SOIL MATERIAL
TOTAL 300 LBS. CRUSHED III -II *+++ *+++ 1=�111 CRUSHED III -II I I (TO BE REMOVED DURING STEEL FRAME RETAINED WATER
MIN. --
STONE 11 - STONE :11 = III= 8 MIL 2' MIN. WATER MAIN INSTALLATION) UP TO 12 FEET
1=III=11 =11 1=111=11 =III= POLY CLASS "1 " OR MORE AT CONTRACTOR'S OPTION
11=III=11 II-III=11 II-III=IIII-Inlljll� 11=III=11 II=11 111 11-II 111�IImllll- RIP RAP
INCLUDE BEDDING = ..-=,1 - -46" INCLUDE BEDDIN6" WATER LINE 12 MIN. 12" MIN. WATER LINE
2'-1 1/4" IN PIPE COST IN PIPE COST o 0 0 0 0
1 P_ 111 3/4" 3/4" MIN. TYPE IV BEDDING TYPE V BEDDING STONE �N FLOW
1'-11 i 1/2o 0 0 _
"
STREAM
1/2»
BOTTOM NATURAL BED MATERIAL
NOTES: %\/%\/%\///////�%�%\/�%��%��%��%��%��%��%��%��%�� SECTION
2 1/8" 1. TYPE IV BEDDING SHALL BE USED ON ALL DUCTILE IRON SEWER INSTALLATIONS WHERE �\ \\\' STREAM BOTTOM
7 1/2" 1 THE PROPOSED COVER FROM THE CROWN OF PIPE IS LESS THAN 24 FEET MATERIAL UNDETERMINED
1/2" 3" IT IS NOTED THAT THIS CREEK CROSSING
3 3/4" 2. TYPE V BEDDING SHALL BE USED ON ALL DUCTILE IRON SEWER INSTALLATIONS WHERE SHOWS ONE TYPICAL METHOD FOR ACHIEVING THE
THE PROPOSED COVER FROM THE CROWN OF PIPE IS MORE THAN 24 FEET, BUT LESS CROSSING. MATERIALS ACTUALLY ENCOUNTERED
1'-10 1 4" THAN 40 FEET, OR WHERE SPECIFICALLY REQUIRED ON THE PLAN/PROFILE SHEETS. COULD RESULT IN OTHER METHODS OFEVRO SINGS RISIS TO THIS METHOD. SECTION
3/4" OR 1/2" CONSIDERED SUBJECT TO FINAL APPROVAL BY
4 3/8" 2'- 1/2" 4 3/8" THE STATE AND OWNER. THE LUMP SUM PRICE TYPICAL RIVER/CREEK CROSSING DETAILS
FOR THE CROSSING /S A GUARANTEED PRICE
REGARDLESS OF THE MATERIALS ENCOUNTERED.
/ DIP SANITARY SEWER BEDDING
ESSION.�/
Q �
MANHOLE RING AND COVER 17
C.O.G. STD. SS-5 F%iNEE�.
�O
alley, Williams, carmen &, king, inc. BOOK NO.442 DATE. • 312120 JOB NO. 18141
0 ENGINEERS, ARCHITECTS SURVEYORS CHERRY LANE SAN/ TARP SEWER OUTFALL 1COMP 8041FDETAILS.DWG CONSTRUCTION SHEET NO.
740 chapel hill road p.o. box 1179 SAKI TARP SEWER IMPROVEMENTS DRAWN BY:
burlington, n.c. 27215 336/226-5534 _ WDF DETAILS 1 O
O
Firm's Engineering License No. F-0203 MELVILLE TOWNSHIP ALAMANCE COUNTY, NORTH CAROLINA GRAHAM, NORTH CAROL/NA CHECKED BY.• TSK OF. „

GENERAL EROSION CONTROL NOTES:
a
U
U
FENCE POST STEEL
SEE MAX. 12 1/2" GA. 1. ALL INGRESS AND EGRESS LOCATIONS USED BY THE CONTRACTOR TO ACCESS THE SITESHALL BE PROVIDED
(SEE NOTES) INTERMEDIATE HOG WIRE TIED TO POST WITH A TEMPORARY CONSTRUCTION ENTRANCE UNLESS THE ACCESS IS LOCATION IS AN EXISTING GRAVEL DRIVE.
- WIRES, TYP.
- FILTER FABRIC (32" MIN. WIDTH) 2. CONTRACTOR SHALL REMOVE ANY MUD TRACKED ONTO EXISTING PAVED OR GRAVEL ROADS OR DRIVES WHETHER
� pUBLIC ROAD of PUBLIC OR PRIVATE.
EXISTING GRADE
J. ANY WASTE MATERIAL DISPOSED OF OFF -SITE SHALL BE DISPOSED TO A SITE HAVING AN APPROVED EROSION
SFF FILL SLOPE CONTROL PLAN AND CURRENT PERMIT.
O
IIIII=_ 4. ALL SLOPES SHALL BE SEEDED AND MULCHED WITHIN 5 DAYS OF COMPLETION OF WATER/SEWER MAIN
EXISTING PHYSICAL PROPERTIES SyFF` 11111=11111=IIIII- IIIII=1111 N 1�1
INSTALLATION.
GRADE TS IIIII-IIIII- J1�1 5. PROVIDE ADDITIONAL MEASURES AS NEEDED TO DIRECT RUNOFF TO EROSION CONTROL DEVICES.
Q AGGREGATE SIZE - USE 2'-3" AGGREGATE ��� GRADE WIRE & FABRIC TO BE TRENCHED
W % 6" MINIMUM INTO GROUND & 6. INSPECT ALL EROSION CONTROL MEASURES ON A WEEKLY BASIS AND WITHIN 24 HOURS OF A 0.5 IN. RAINFALL
DIMENSIONS OF GRAVEL PAD BACKFILLED. EVENT (WITHIN A 24 HOUR PERIOD). CONTRACTOR SHALL REPAIR OR PROVIDE ANY REQUIRED MAINTENANCE
h THICKNESS: 8 INCHES MINIMUM `S/O NOTED DURING INSPECTION AND PRIOR TO CONTINUING WITH ANY CONSTRUCTION ACTIVITIES.
tis ELEVATION
WIDTH: 12-FT MINIMUM OR FULL WIDTH AT ALL 8" MIN. SECTION 7. CONTRACTOR SHALL PROVIDE A RAIN GAUGE ON SITE AND SHALL COMPLETE 'STORMWATER INSPECTIONS FOR
POINTS OF THE VEHICULAR ENTRANCE AND EXIT GENERAL PERMIT NCGO10000 - LAND DISTURBING ACTIVITIES" FORM ON A WEEKLY BASIS. PROVIDE COPIES OF
H AREA, WHICHEVER IS GREATER.
q GEOMEMBRANE LENGTH: 50-FT MINIMUM 3" COARSE AGGREGATE++ REPORT TO OWNER/ENGINEER ON A MONTHLY BASIS.
WIRE: 32" MIN. WIDTH HOGWIRE, 10 GA. LINE WIRE
A H/2 + 1 ft CONSTRUCTION SPECIFICATIONS FABRIC: PROPER (BY AMOCO) 8 ON THESESTAGING RPLANS.D STORAGE OF MATERIALS SHALL HAPPEN ON IF CONTRACTOR USES A STAGING OR STORAGETE AND AREA OTHER THAN THERING LIMITS EA COVERED BY
(2ft min) POSTS: METAL - 6' LONG, TRIANGLE STEP THE CLEARING LIMITS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT EROSION CONTROL MEASURES
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND SPACING: PLACEMENT OF POSTS TO BE 8' APART (MAX.) CAN BE DESIGNED FOR ANY ADDITIONAL DISTURBED AREA AND SUBMITTED TO NCDENR PRIOR TO THE
OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT. BEGINNING OF CONSTRUCTION.
MAINTENANCE
SANDBAGS DISTURBED AREA 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN
i ON THE PLANS, AND SMOOTH IT. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER
PLAN VIEW SECTION A -A SUITABLE OUTLET. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
MAINTENANCE INEFFECTIVE, REPLACE IT PROMPTLY. SILT FENCE SPECIFICATIONS
I. DESCRIPTION REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
THE WORK SHALL CONSIST OF INSTALLING A PUMP AROUND WHEN MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 951.1 BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS
CONSTRUCTION ACTIVITIES TAKE PLACE WITHIN THE STREAM CHANNEL FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461,
TOPDRESSING WITH 2-INCH STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE THE FENCE DURING CLEANOUT. WHICH IS SHOWN IN PART IN TABLE 6.62E OF THE NCDEQ EROSION CONTROL MANUAL.
ll. MATERIAL SPECIFICATIONS MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. 2. SYNTHETIC FILTER FIBER SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A
SANDBAGS. SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO
RESISTANT TO ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND 120• F.
WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
(i.e. SAND, FINE GRAVEL, ETC.) SILT FENCE 3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT MINIMUM STEEL WITH A MINIMUM
LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE
Ill. CONSTRUCTION REQUIREMENTS FABRIC.
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS
THE FIRST ORDER OF WORK. 4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE
2. THE HEIGHT OF THE SANDBAGS SHALL BE AS INDICATED IN SECTION A -A. A AND A MAXIMUM MESH SPACING OF 6 INCHES.
THE SANDBAGS SHALL BE PLACED ON A SMOOTH PREPARED SURFACE.
J. ALL EXCAVATED MATERIALS SHALL BE DISPOSED OF OUTSIDE THE 100
YEAR FLOOD PLAIN UNLESS APPROVED ON THE PLANS. CLASS 1 RIP RAP SEE O
4. ALL DEWATERING OF THE CONSTRUCTION AREA SHALL BE PUMPED TO A 9" MIN. SECTION THRU BASIN BELOW
1. 5' MIN. Ni
DEWATERING PUMP DISCHARGE FILTER BAG OR SILT BASIN.
5. THE PUMP SHALL BE OF SUFFICIENT SIZE TO CONVEY NORMAL STREAM
FLOW. \ �� ` PERMANENT SEEDING SPECIFICATIONS
6. SEDIMENT CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL ALL � \ � � � � � / , ,
DISTURBED AREAS ARE STABILIZED AND THE CITY ENGINEERING DEPT APPROVES
THEIR REMOVAL.
\�Imo, PREPARATION
TEMPORARY CREEK CROSSING PUMP AROUND _ - PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING OR PLOWING TO DEPTH S SIX INCHES R AS TO
a
� °� INVERT ��° � PRODUCE A LOOSE, FRIABLE SURFACE. REMOVE ALL STONES, BOULDERS, STUMPS OR DEBRIS FROM THE
�� �' ° PIPE 8g� RIP RAP HEADWALL SURFACE WHICH WOULD PROHIBIT GERMINATION OR PLANT GROWTH.
FILTER �FA.. ��� �, OW- ► ..... °°
/ INCORPORATED INTO THE SOIL 800 TO 1,000 POUNDS OF 10-10-10 FERTILIZER PLUS 500 POUNDS OF TWENTY
% PERCENT (20%) SUPERPHOSPHATE PER ACRE AND TWO TONS OF DOLOMITIC LIME PER ACRE UNLESS SOIL TESTS
sFaM I I �� / p5 WASHED STONE 1 ' THICK X 3' HIGH MIN. INDICATE THAT A LOWER RATE OF LIME CAN BE USED.
A STONE SHOULD BE PLACED OVER / / FV7 STORAGE ZONE I / - / /
THE CHANNEL BANKS TO KEEP WATER i �� - - MULCH AFTER SEEDING WITH 2.0 TONS OF GRAIN STRAW PER ACRE AND EITHER CRIMP STRAW INTO SOIL OR
AT TEMPORARY CONSTRUCTION -_ FROM CUTTING AROUND DAM. f�O� �// / //. / I I I :III \� TACK WITH LIQUID ASPHALT AT 400 GALLONS PER ACRE OR EMULSIFIED ASPHALT AT 300 GALLONS PER ACRE.
CROSSINGS, CHECK DAM IS TO o°°00000 PERMANENT SEEDINGS
HAVE 2' MIN. WIDTH AT TOP OF 000000 °° /
DAM. °°°'o'°`
°O°°o°°°o°O / / PERSPECTIVE VIEW PLANTS & MIXTURE PLANTING RATE/ACRE PLANTING DATES
°'000000 N0. 57 CLEAN TALL FESCUE 100-150 LBS. AUG. 15 - OCT. 15
°°.0000. ?1 STONE (1' THICK)
°..0000 (LOW MAINTENANCE) FEB. 15 - MAY 1
CLASS 1 OR 8 0°°°0°0o 2a" MAX
EROSION CONTROL °o °0000 PIPE INVERT
STONE °°0000 ° AT CENTER AREA TO BE 1' FLOOD TALL FESCUE 200-250 LBS. AUG. 15 - OCT. 15
0000° DISTURBED
°0000°.° (CUT, FILL, ETC.) STORAGE 2' RIP RAP HEADWALL WATERWAYS AND LAWNS FEB. 15 -MAY 1
FILTER FABRIC .°..0000 ° ° ° ZONE NOTES (HIGH MAINTENANCE)
0 0°o00°
oo°0000 3' GRAVEL & RIP RAP FILTER BERM BASIN DETAIL
°00000° 1 IS DESIGNED TO PROTECT EXISTING PIPE INVERTS
°°° �Y THAT GRAIN 10 ACRES OR LESS.
.0000°° O ~ GROUND BLEND OF TWO TURF -TYPE TALL 200-250 LBS. AUG. 15 - OCT. 15
NOTE: DIMENSIONS ARE 1.5 _ FESCUES (90%) AND TWO OR MORE FEB. 15 MAY 1
SEE SECTION MINIMUM ACCEPTABLE 15 FLOW IMPROVED KENTUCKY BLUEGRASS
SECTION A -A UNLESS OTHERWISE
CLASS 4' RIP RAP
-X-X\X/X-X- NOTED. CLASS 1 RIP RAP VARIETIES (1
SEDIMENT S1.5 5 WASHED STONE
(HIGH MAINTENANCE)
X STONE CHECK DAM TALL FESCUE AND KOBE OR 100 LBS. AND 20-25 LBS. FEB. 15 -MAY 1
X\ Q�� / MAX. SEDIMENT DEPTH (CLEAN OUT POINT) KOREAN LESPEDEZA AUG. 15 - OCT. 15
I�UV SECTION THRU BASIN, FILTER AND CULVERT PIPE TALL FESCUE AND 50 LBS. NOV. 1 - FEB. 1
OOO
0o 0 �0 SERICEA LESPEDEZA 60 LBS./ACRE (UNSCARIFIED)
o O� Q 5.5' MIN. GRAVEL & RIP -RAP FILTER BASIN (EXISTING PIPE INVERTS) TALL FESCUE AND 70 LBS. AND JULY AND AUGUST
GERMAN MILLET OR SUNDANGRASS 40 LBS.
oo
��.(o�o 00 0
Cb 4' PUMPED DISCHARGE FILTER BAG TALL FESCUE AND RYEGRAIN 70 LBS. AND 25 LBS. NOV. 1 - JAN. 30
U o SIZE AND NUMBER OF COMMON BERMUDAGRASS 8 LBS. (HULLED) APRIL 15 - JUNE 30
FILTER BAGS BASED ON 15-20 LBS. (UNHULLED) FEB. 1 -MARCH 30
#57 WASHED STONE DEWATER PUMP C � � / o. MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS PERMANENT SEEDING NOTES:
\ SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER 1. FOR SPRING SEEDINGS, USE SCARIFIED LESPEDEZA SEED. FOR LATE FALL AND WINTER SEEDINGS, USE
INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO UNSCARIFIED SEED.
5' WIDE x 2' DEEP SEDIMENT TRENCH CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION 2. ANNUALS SUCH AS MILLET, SUNDANGRASS AND RYEGRAIN MUST BE KEPT AT 10-12" MAXIMUM HEIGHT.
5' SILT FENCE WITH THIS OPERATION IF SEDIMENT CONTROLS AND DIVERSIONS THE USE OF ANNUAL RYE GRASS IS NOT PERMITTED.
ARE INSTALLED IS EACH CRITICAL POINT MI REACHED).
SILT FENCE TIE DOWN STRAP b. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY
CONSTRUCTION OPERATIONS.
SEE SECTION c. DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE TO REMAIN
IN PLACED OVER 30 DAYS.
EQUALS WIDTH OF STONE OUTLET d. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS.
PLAN FL 0 W-
REPAIR AS NECESSARY. TEMPORARY SEEDING SPECIFICATIONS
0 12" MIN
( ( 1 CONDITIONS WHERE PRACTICE APPLIES
PUMP WHERE BARE SOIL HAS BEEN EXPOSED BY GRADING, AND VEGETATIVE COVER IS NEEDED FOR ONE YEAR OR LESS.
111 111 SLOPE 2:1 S MAY INCLUDE SUCH AREAS AS TEMPORARY SEDIMENT POND, DIVERSIONS, SOIL STOCKPILES, BUILDING PADS,
10' MINIMUM DEWATERING PUMP DISCHARGE HOSE
MAX ao ? I : ROUGH -GRADED ROAD BANKS, ETC. IT IS ALSO USED TO PROVIDE A TEMPORARY PERIMETER BUFFER.
OR AS SHOWN ON PLAN FILTERED WATER II
NATURAL GROUND PREPARATION
I
1 " DIAMETER WASHED STONE
OR FILL OR CUT -
PREPARE SEEDBED BY RIPPING CHISELING HARROWING OR PLOWING TO DEPTH OF AT LEAST SIX INCHES SO AS
...................
II' I
EIVD:.SILT .FENC) : SLOPES - TO PRODUCE A LOOSE, FRIABLE SURFACE. INCORPORATE 750 - 1,000 POUNDS 10-10-10 FERTILIZER AND UP
ENI?::SILfi: FENCE: �n S tO ��Cl tI O n
1. Lifting straps, should be laced under the filter bog COMPACTED FILL TO TWO TONS OF DOLOMITIC LIME PER ACRE (NOTE: LIME MAY NOT BE NEEDED lF A SOIL TEST INDICATES A PH
g P P g OF 6.5 OR HIGHER . MULCHING IS REQUIRED ACCORDING TO THE SAME SPECIFICATIONS AS FOR PERMANENT
....::.... . ....
to facilitate removal after Use. BERM SEEDING UNLESS WAIVED BY SOIL SCIENTIST.
6" MIN. ...
2. Place the filter bag On a level stabilized area TEMPORARY SEEDINGS
over dense vegetation/straw, or gravel ( if increased FLOW SEEDING MIXTURE SEEDING RATE/ACRE PLANTING DATES
18" MIN
drainage surface area is required). �� `1' . RYE GRAIN AND 120 LBS. JAN. 1 -MAY 1
i I III III III III I I III- III I I KOBE LESPEDEZA 50 LBS. MAY 1 -AUG. 15
3. Insert discharge hose from pump into the filter bag I I- I i I ITI- GERMAN MILLET OR 40 - 50 LBS.
_ _ _ _ _
_ _ _ _
-III-III-III-III-III-III- , �
a minimum of six inches (6') and tightly secure '-� �_� �_� �_� �_� -III=� III; SUDAN GRASS
with strap to prevent water from flowing out of the III'�II= I-IIIIII- RYE (GRAIN) 120 LBS. AUG. 15 - DEC. 30
without being filtered I �. 11 �= I' (MAY SUBSTITUTE OATS BEFORE OCT. 1 OR WHEAT FROM OCT. 1 - NOV. 15)
DITCH NOTE:
FRONT VIEW BURY WIRE FENCE & FILTER 4. Replace the Unit when One half (1/2) full of sediment THE USE OF ANNUAL RYE GRASS AND WEEPING LOVE GRASS IS NOT PERMITTED.
FABRIC IN TRENCH or when sediment has reduced the flow rate of the 18" MIN
18" pump discharge to an impractical rate 12" MIN / FLOW
METAL POST WIRE FENCE & FILTER FABRIC Maintenance IIIIII
NORTH G� 12" THICK-#57 WASHED STONE Remove and dispose of the sediment in a manner -IIIIII:
A M E R I CA N V satisfactoryto the en ineer ins ector or in one of the I I=�
g �� p_i=III=11
GREEN SEDIMENT TRENCH following ways: _
12" 5' WIDE x 2' DEEP
�• LENGTH EQUAL TO 1. Remove the Unit and sediment from environmentally
O OIDLET F STONE sensitive area and waterways. At the approved dis-
posal site open or slit the unit, remove sediment and
-III-III-III-III- I III -III -III III- grade smoothly into existing topography. Dispose NOTES: �` CARO
POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE
6'-0" MIN. Of the filter bag, no longer In use, at an appropriate IF SLOPE EXCEEDS 29 SEED AND MULCH DIVERSION. TRY ® 2
recycling or Solid waste facility. NOT TO EXCEED 59. -
2. Bury unit on site; remove visible fabric and seed M. DRAINGE CADIVERSIONSAAT THE TOP OF SLOPESI MUST EMPTY INTOGAN LCS. 03 01
SECTION APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED.
"VG INEE�
STONE FILTER OUTLET DEWATERING PUMP DISCHARGE FILTER BAG •�.' -.S. K� °° ,
TEMPORARY DIVERSION BERM/DITCH ,,,,,,2°y
alley, Williams, carmen & king, inc. BOOK NO.442 DATE. • 312120 JOB NO. 18141
0 ENGINEERS, ARCHITECTS SURVEYORS CHERRY LANE SAN/ TARP SEWER OUTFALL 1COMP 8041FDETAILS.DWG EROSION CONTROL SHEET NO.
740 chapel hill road p.o. box 1179 SAKI TARP SEWER IMPROVEMENTS DRAWN BY:
Oiburlington, n.c. 27215 336/226-5534 WDF DETAILS 11
l Firm's Engineering License No. F-0203 MELVILLE TOWNSHIP - ALAMANCE COUNTY, NORTH CAROLINA GRAHAM, NORTH CAROLINA CHECKED BY. TSK OF. „

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Local districts & boundaries
Local individual resources & centerpoints
Local Landmark
Local Landmark, Gone
Local HD Center Point
1:9,028
0 0.05 0.1 0.2 mi
0 0.1 0.2
0.4 km
Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS,
USDA, USGS, AeroGRID, IGN, and the GIS User Community
North Carolina State Historic Preservation Office
NC CGIA USDA FSA

United f the Interior
National Park Service For NPS use only
National z
Register if Historic Places
received
nventory—Nw
mination Form date enterei
... instructions
How to Complete 1Tat;ronaT-Re&-;• .,..
Type all entries —complete applicable sections
r.
historic Kerr Scott Farm
and or common Melville
2. Location
street & number N and S sides of SR 2123, just W of jct. with SR 2124 _not for publication
city, town Haw River
X vicinity of
state North
Carolina code
037 county
Alamance
code 001
3. Classification
Category
Ownership
Status
Present Use
district
public
_X occupied
X agriculture
museum
X building(s)
---X- private
_ unoccupied
_ commercial
park
_ structure
both
work in progress
educational
X private residence
site
Public Acquisition
Accessible
_ entertainment
religious
— object
— in process
yes: restricted
_ government
scientific
— being considered
_ yes: unrestricted
industrial
transportation
NIA
X ' no
military
other:
name Robert W. Scott
street & number Rt . 1, Box 393
city, town Haw River vicinity of state North Carolina 27258
5. Location of Legal Description
courthouse, registry of deeds, etc.
Alamance County Courthouse
city, town Graham state North Carolina
6. Representation lin Existing Surveys
title
Alamance County Architectural Herita s this property been determined eligible?
yes
X no
date
1980. Carl Lounsbury, author/surveyor _federal X state
county _local
depositary for survey records Survey and Planning Branch, State Historic Preservation Office
city, town Raleigh state NC 27611

7. Description
Condition Check one Check one
X excellent deteriorated X unaltered _X original site
— good ruins X altered moved date
— fair unexposed
Inventory of the Farmhouse and Outbuildings:
No. of Resources within property: 21
Contributing Noncontributing
18 1 buildings
2 objects
18 3 total
C 1. The Kerr Scott House, 1919
The Kerr Scott House, facing south, is a vernacular farm house with a one
and one-half story frame, center hall plan, hip -roofed main block built in
1919, and an earlier, ca. 1860, one-story frame gable -roofed ell. A three -bay
hipped front porch shelters the main facade; it,",11"has heavy square -in -plan
posts on brick piers. A large hipped dormer projects from the hip roof over
the porch. There are two symmetrically placed ;'nterior brick chimneys in
the main block. The house has a common bond brick foundation, weatherboarded
walls, and a standing seam metal roof. The original double hung sash windows
in the main block have four narrow vertical panes of glass in the upper sash
and a single pane in the lower sash.
On the front facade of the main block, the centered entrance has narrow
sidelights and a door with a large pane in the upper half and a single panel
below. East,of the door are paired windows. The west, bay of the porch has
been enclosed. There are six narrow four-over4bur sash windows on the
north side and three six -over -six sash windows on the west side of this porch
room. The east and west elevations of the main block have a single window at
the south end and paired windows at the north end. I
The rear ell, originally a ca. 1860 dwelling, has a shed porch along the
west side. It has simple posts and a shed room at each end. A replacement
door leads into the ell, now the kitchen. Just south of the door is an
original six -over -six sash window. The north porch room has a similar window,
and the north side of the ell has a pair of similar windows. In the 1930s
a shed porch was added to the east side of the ell, and it is now enclosed
with glass. A flat top metal carport is located at the northeast end of the
ell.
The main block contains a center hall with two rooms on each side. The ell
contains a living room and kitchen, while the main block rooms are used as
bedrooms. The half -story also has a bedroom. The original door and window
surrounds throughout the house are plain. Most of the walls, except for
the wood paneled living room, are plaster or sheet rock. Some of the wooden
floors are covered with vinyl. The main block mantels are simple, plain
wooden surrounds. The stairway in the center hall rises south to north,
and has a heavy, square -in -plan newel, square balusters, and a thick
rounded handrail.

.................
National Park Service
National Register of Historlic Places
Inventory—Nomlinat"lon Form
Continuation sheet DESCRIPTION Item number 7 Page I
C 2. The Farm Office, c, 1920s
The Farm Office, at the northern edge of the house yard, is a one -and -a -half
story frame, one -bay, gabled -front building with a small one-story shed
addition (1950s) on the north side. It is covered with weatherboard and a
sheet tin roof. The foundation is common bond brick. The east front elevation
has a shed porch with simple square posts, a centrally placed two -panel door,
and a four -over -four sash attic window. The south and west elevations each
have a six -over -six sash window.
C 3. The Milk House, c. 1920s
The Milk House, just east of the farm house and north of the carport, is a
one-story, frame, shed -roofed building. The lower third of the building is
brick and the upper two-thirds is weatherboard. A cinderblock shed -roofed pump
house, 1950s, is attached to the rear (north) side. On both the east and west
sides of the Milk House, there is a door with two vertical panes of glass above
two molded horizontal panels. A small two -over -two sash window and a door are
on the south side.
C 4. Woodshed, 1930s
A Woodshed, located at the western edge of the house yard, is a small frame
structure with a sheet tin -covered roof and vertical siding. It is open on the
east side.
C 5. Dairy Barn 1, 1910
Dairy Barn 1, facing west, is located west of Dairy Barn 2 (#6), the center of
the farm yard. It consists of a ca. 1910, two -and -a -half story, gable -roofed,
board -and -batten -covered rectangular building (originally the Horse/Mule Barn)
constructed of heavy hewn timbers and two long, flanking shed additions (1919)
on the north and south sides. The north shed is covered with vertical plank
boards and the south shed with board -and -batten. The roof is covered with
sheet tin. The foundation is stone.
The gable front (west) elevation has large sliding plank doors in the main
block and the south shed. There are two large openings for farm equipment in
the north shed. In the main block, there are three symmetrically arranged
window -size openings in the second story and the loft. There is a window -size
opening centered above the larger openings in the sheds. The east elevation
has a similar arrangement of openings as the west side. On the north side of
the north shed, there is a large opening for equipment at the east end and two
smaller size openings at the west end. The south side has a number of randomly
placed openings.

United States Department of the Interior
National Park Service
National Register of Hiffistormic Places
Inventory —Nomination Form
Continuation sheet DESCRIPTION Item number 7 Page 2
The interior has a poured concrete floor. The central area of the main block
is a single open space. The south shed, used as a milking parlor, has a
central feeding trough on an east/west axis. The north shed, used for storing
machinery, is a single open space.
C 6. Dairy Barn 2, 1929 and 1941
Dairy Barn 2, located at the center of the farm yard, is a large, frame, T-
shaped barn complex consisting of a two -and -a -half -story gambrel -roofed
rectangular building (1929), a large two -and -a -half -story gambrel -roofed wing
(1941) centrally attached to the rear (east) elevation, and a one -and -a -half -
story gable -roofed wing (1940s) centrally attached to the west elevation. The
building stands on a poured concrete foundation. It is covered with weather-
board and a sheet tin roof.
There are rows of nine -pane windows (opening like Bahama shutters) on the east
and west sides of the main block and on the north and south sides of the east
wing. The main block and the wing have shed dormers on either side of the long
elevations. Both have three vents with weather vanes at the crest of the roof.
The north and south ends of the main block have a large central opening with
sliding plank doors flanked by windows. In the second story, there is a door -
size opening above the first -story opening. In the loft, there are two
windows. The west wing has paired one -over -one sash windows on the north,
south, and west elevations and a single one -over -one sash attic window on the
west elevation.
The interior of both the main block and the east wing has centrally located
feeding troughs the length of each. The second floor loft of both is a single
space. The walls are well finished with horizontal plank boards.
C 7. Equipment Building/Machine Shop, 1941
The Equipment Building/Machine Shop, just south of Dairy Barn 1 (#5), is a
one -and -a -half -story, frame, gable -roofed building covered with rough sawn
board -and -batten. The south side has six open bays for farm equipment and a
shop room at the west end. On the south elevation, two shed dormers flank a
door -size wall dormer opening into the loft. The west side of the shop room
has a large board -and -batten door with hinges and a twelve -pane window, There
are two twelve -pane windows on the west elevation.
G 8. Cow Shed, c. 1940s
The Cow Shed, just east of the equipment shed, is a simple cedar -pole frame,
gable -roofed building covered with board -and -batten. It is open on the south
elevation.

fflf
United States Department of the Interior
National Park Service
'I k
Continuation sheet DESCRIPTION Item number 7
C 9. Gas/Oil House, c. 1940s
The Gas/Oil House, just west of the equipment shed, is a one-story, frame,
shed -roofed building covered with random -width board siding. On the north and
south sides, the windows have four panes. On the east side, a door has a
glazed upper half and two vertical panels below.
C 10. Calf Barn, c. 1920s
The Calf Barn, north of Dairy Barn 2 (#6), is a small one-story, rectangular
shaped, frame building with a sheet tin -covered roof. It is covered with
vertical board siding. Along the south side, there are nine window -size
openings and a door -size opening in a row.
C 11. Pump House, c. 1940s
The Pump House, just west of Dairy Barn 1 (#5), is a cinderblock building with
gable ends sheathed in boards. There is a door -size opening on the south side.
C 12. Corn Crib, c. 1910
The Corn Crib, north of Dairy Barn 1 (#5), is a two-story, gable -roofed
building covered with vertical board siding. There is an opening (door
removed) on the south side.
C 13. Milking Parlor, c. 1951
A Milking Parlor, just east of Dairy Barn 2 (#6), is a concrete block building
with gable ends sheathed in board. It has a poured concrete foundation. The
roof is covered with sheet tin. On the north and south sides, two four -light
windows flank a modern aluminum and glass door. They are covered by a shed
roof overhang, supported by metal poles. On the west side, there is a dormer -
like projection with a plank door. The rooms on the north and south ends each
have two centrally -placed troughs on a north/south axis. A pole frame cow
shed, with a tin -covered gable roof, is attached to the north side of the
Milking Parlor,
C 14, Silo 1, c. 1941
A Silo of terra cotta blocks is located on the west side of Dairy Barn 2 (#6),
NC 15. Silo 2, 1965
A Silo of precast concrete with a metal dome is located at the northern edge of
the farm complex.

OMB Approval Ho. 1024-0010
ServiceUnited States Department of the Interior
National Park
National
'ot: Register of Historic Places
Inventory—Nomination Form
Continuation sheet DESCRIPTION Item number
C 16. Cow Shed 1. 1950s
A Cow Shed is one of four identical cow sheds which are parallel to one another
(on a north/south axis) and situated on an area of concrete pavement just north
of Dariy Barn 2 (#6). They are of pole construction with a sheet tin -covered
gable roof. The Cow Sheds are long, narrow structures with central feeding
troughs.
C 17. Cow Shed 2, 1950s
Cow Shed 2 is like Cow Shed 1 (#16).
C 18, Cow Shed 3, 1950s
Cow Shed 3 is like the above Cow Sheds.
C 19. Cow Shed 4. 1950s
Cow Shed 4 is like the above Cow Sheds.
NC 20. Prefabricated Metal Feed Storage Bin, 1960s
NC 21. Prefabricated Metal Feed Storage Bin, 1960s.

8. Significance
Period
Areas of Significance —Check and justify below
prehistoric
archeology -prehistoric
community planning
landscape architecture
religion
1400-1499
archeology -historic
conservation
law
science
1500-1599
_X_ agriculture
economics
literature
sculpture
1600-1699
--X-- architecture
education
military
social/
1700-1799
art
engineering
music
humanitarian
1800-1899
commerce
exploration/settlement
--philosophy
theater
X 1900-
communications
industry
X politics/government —
transportation
invention
—
other (specify)
Specific dates 1919-1958 Builder/Architect Unknown
Statement of Significance (in one paragraph)
The Governor William Kerr Scott House is historically significant as the home of
former North Carolina governor and United States Senator, W. Kerr Scott (1896-1958).
Scott is considered one of the most important governors in the history of North Carolina.
It is also the birthplace of W. Kerr Scott's son, also a former North Carolina governor,
Robert Walter Scott (1929- ). W. Kerr and Robert Scott are the only father and son
governors to have been elected by popular vote. W. Kerr Scott lived in his farmhouse from
1919 until his death in 1958. The house was the site of numerous important social and
political gatherings while W. Kerr Scott served as governor from 1949-1953, Robert
W. Scott was born in the house in 1929 and lived here until he began college in 1947.
The house, which has local architectural significance, is a one and one-half story
vernacular frame farmhouse built by Kerr Scott in 1919 as an expansion of a log dwelling
(now the rear wing of the T-shaped house) built by his ancestor, Charles J. Kerr, ca.
1860. Included in the nomination are approximately 243 acres, comprising the farmhouse,
all of the outbuildings associated with the dairy farm, and much of the pastureland
historically associated with the farm. The farm is owned by former Governor Robert W.
Scott and has been home base for the Scott family for sixty-seven years, and its rural
setting influenced both Kerr and Bob Scott in formulating their political programs.
Criteria Assessment:
B. The farm has statewide significance because of its association with the life of
former North Carolina governor W. Kerr Scott. W. Kerr Scott served as governor
from 1949-1953 and as a United States Senator from 1954-1958. This dairy farm
was a showcase example of a progressive dairy farm, and therefore the entire farm
is tangible evidence of W. Kerr Scott's philosophy and contribution to North
Carolina agriculture. His accomplishments on his own farm served as a model during
his terms as governor and senator.
C. The farmhouse has local architectural significance because it is representative of
rural North Carolina farmhouses of the early 20th century. It features the
characteristic deep hip roof and full -facade shed porch.
Criteria Exceptions:
G. The Kerr Scott Farm has achieved its primary historical significance by association
with the productive years of Governor W. Kerr Scott in the 1940s and 1950s. Although
this period of significance is within the past fifty years, this property is eligible
for the National Register because of the exceptional importance of Gov. W. Kerr Scott.
The period of significance continues until his death in 1958 because the property
remained his primary residence, and he took an active role in the operation of the
farm throughout his political career. Scott's farm was so closely associated with
his political activities that he was known as the "Squire of Haw River." The barns,
silos, milking parlors and other dairy buildings that make up the farm date from
Scott's productive years, and therefore contribute to the historical significance
of the property.

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United States Department of the Interior
National Park Service
National Register of Historic Places
Inventory —Nomination Form
Continuation sheet SIGNIFICANCE Item number 8 Page 2
The W. Kerr Scott home in Alamance County is a remodeled extension of a farmhouse
built in the 1860s by Charles J. Kerr, the youngest son of David W. Kerr. Charles
Kerr occupied the house for about twenty years before he acquired the property through
a division of his father's estate.1 The Kerr and Scott families, early settlers in
the part of Orange County that became Alamance County in 1849, intermarried, thus
Charles Kerr was a distant relative of the man who became the house's namesake.
W. Kerr Scott lived and worked on the family farm in Hawfields until he left for
the State School of Agriculture in Raleigh (presently North Carolina State University).
In 1917, Scott graduated with a B.S. degree in agriculture. Shortly after graduation,
he was appointed Special Emergency Food Production Agent --a position from which he
resigned to join the army even though his appointment entitled him to a military draft
exemption.2 After World War I, Scott bought land, tools, and animals to begin his own
farm. Shortly thereafter, in 1919, Scott married his childhood sweetheart, Mary E.
White (1897-1972), a schoolteacher. Before the marriage, however, Kerr Scott and some
neighbors built a large addition to the antebellum farmhouse that was to be their home.
The property at that time was owned by his father, Robert W. Scott. In later years,
Kerr Scott's wife, Miss Mary as he called her, recalled the 1919 remodeling and how
she brought lunch from her home near Hawfields Presbyterian Church to her future
husband and their friends while they worked on the house.3 The blocky four -room with
attic addition became the main section of the house. Its high hip roof and large,
bungalow -style front porch were features typical of many early twentieth-century North
Carolina farmhouses. This new section was joined to the c. 1860 farmhouse which then
functioned as the rear wing, making the enlarged house T-shaped. The 1919 section
follows a center hall plan and contains four symmetrically placed rooms and stairs to
a spacious attic bedroom. The center hall terminates in the living room which is
located in the front (south) half of the ell. The kitchen is located in the rear half
of the ell. During the remodelling indoor plumbing and electricity were introduced
and the log walls of the old house were sheathed with weatherboards. The original
logs are visible now only in the cellar.
Scott was a farmer and he also earned additional income as an Alamance County
farm agent beginning in 1920. In 1930, Scott was Master of the North Carolina State
Grange. Illustrative of his leadership ability, Scott set the record for the largest
growth in Grange membership.4 Kerr Scott's first significant involvement in politics
came in 1932 when President-elect Franklin Roosevelt invited him to attend a meeting
of national farm leaders to discuss the effects of the depression on the country's
farmers. From this meeting came ideas eventually incorporated into New Deal
agricultural policies. President Roosevelt appointed Scott the Southern Regional
Director of the Farm Debt Adjustment Administration. Scott characterized his
experience as New Deal administrator as "both heart -rendering and happy. . .,
heart -rendering because of the misery, want and hunger we saw on every side; happy
because of the fear we were able to lift from the eyes of tens of thousands of men,
women and children."5

NPS Form 10-900-a
(3-82)
OMB Vo. 1024-0018
Expires 10-31-87
United States Department of the Interior
National Park Service
National Register of Historic Places
Inventory —Nomination Form
Continuation sheet SIGNIFICANCE Item number 8 Page 3
Scott's experience with New Deal policies set the stage for his election in 1936
to the office of North Carolina Commissioner of Agriculture. Scott served the state
in this capacity for just over eleven years. In February 1948, Scott announced his
resignation as commissioner and his decision to run for governor. Scott challenged
the candidate favored to win the Democratic nomination, Charles.M. Johnson, State
Treasurer for sixteen years. Scott defeated Johnson by appealing to the large number
of rural voters and by exposing the fact that, under Johnson, approximately $100
million of public funds were not drawing interest. Scott promised to seek legislation
requiring that certain funds be invested in interest bearing accounts. Scott's
platform, called the "Go Forward" plan, also appealed to many rural voters as it
focused on issues of concern to them such as the need for better roads, schools,
hospitals, and increased telephone and electrical services.
Scott's term as governor was a great success. Approximately eighty-five percent
of all the "Go Forward" proposals were enacted into law. W. Kerr Scott's
accomplishments, in addition to progress in the above named issues, included the
appointment of more women to state boards and commissions than made by any previous
governor, the appointments of the first woman as a Superior Court judge and the first
black to the State Board of Education, and an unprecedented surplus of $40 million in
the State Treasury.6
Governor Scott finished his term in January, 1953; six months later, one of North
Carolina's seats in the United States Senate was vacated by the death of Senator
Willis Smith. The former governor accepted the challenge of running for higher office.
Scott defeated Alton Lennon in the 1954 Democratic Primary and went on to win a full
term in the general election.7 Scott served on the Senate Agricultural Committee but
reportedly was frustrated by his relative lack of influence upon that body.8 While in
office, Senator Scott suffered a heart attack and died in April, 1958.
W. Kerr Scott's success and popularity as a public servant caused one editor to
brand him "the Andrew Jackson of North Carolina Politics."9 Scott was regarded as a
populist politician, one concerned especially with the welfare of rural citizens.
Scott was himself a successful farmer whose policies were influenced by his
agricultural heritage. Throughout Scott's political career, he maintained a dairy
farm which grew from 224 acres in 1919 to 1,300 acres by 1948.10 He named his farm
"Melville," according to a local tradition, after one of his registered Jersey bulls.
Scott's innovative and modern farming techniques earned him Man of the Year awards
from the Progressive Farmer in 1937 and from the North Carolina State Grange in
1940.11 —
Scott was also known as the "Squire of Haw River," and many social and political
gatherings took place at his farmhouse. As Scott's wife Mary once explained, "I love
to entertain people. . ., we've always done a lot of that anyway. You see, Kerr was
brought up in such a big family that he still likes to have lots of people around."
The Scotts entertained local well-wishers as well as important political figures. As

NPS Form 10400-a
(3-82)
OMB No. '024-0018
Expires 10-31-37
United States Department of the Interior
National Park Service
National Register of Historic Places
Inventory —Nomination Form
Continuation sheet SIGNIFICANCE Item number 8 Page 4
one reporter noted, "The Hawfields home always had its welcome sign out to all who
cared to call. . . . I had to stop running stories on him often when he [Scott] was
at home, because he never had a free minute when the people knew about it. . . .,,12
The Scott family tradition of integrating successful farming and political
careers was carried on by Robert (Bob) Walter Scott (1929- ), the youngest of three
children born to W. Kerr and Mary White Scott. Bob Scott started his college career
as a pre -medical student at Duke University (1947-1949) but transferred to North
Carolina State University where he was graduated with a B.S. degree in animal
husbandry. While a senior at State, he proposed to Jessie Rae Osborne who was, like
his mother, a schoolteacher. They were married on September 1, 1951.13 Following
graduation, Scott served as a special agent in the Counter Intelligence corps in the
United States Army (1953-1955). After his military duties, Scott ran Melville Farm
from a modest new home planned and built by Jessie Rae while her husband was in
service. Robert Scott's house stands a short distance from his father's home which is
now occupied by Mary Scott Cagle, granddaughter of Kerr Scott, and her husband,
Chris.14
Between 1960 and 1964, Bob Scott served on various national, state, and local
committees, including the North Carolina Seashore Commission, the North Carolina Board
of Conservation and Development, and as the chairman of his Democratic precinct. From
1961 to 1963, Scott was Master of the North Carolina Grange.15
In 1964, Bob Scott was elected lieutenant governor in his first bid for public
office. Scott, who defeated H. Clifton Blue, former House Speaker, in the Democratic
Primary and went on to win the general election, served under Governor Dan Moore from
1965 until 1969. In the 1968 State Democratic Primary, Scott defeated J. Melville
Broughton, Jr., who was also a son of a former governor, for the Democratic
gubernatorial nomination. Although Scott failed to receive a majority of votes,
Broughton declined a run-off election. Scott, at age thirty-nine, became governor of
North Carolina when he defeated James Gardner in the general election.16
Scott's administration was characterized by progress made in planning for the
future of the state. The major accomplishments of his administration were the
reorganizations of state government and higher education systems. Scott considered
the restructuring of sixteen college campuses under a central board of governors
(which reviews budgets and programs) one of his most significant achievements as
governor. In an assessment of his term, Scott said: "I feel that the consolidation
of our system of higher education will be the hallmark of my administraLion."17
Other accomplishments during Scott's four years include installation of
kindergartens in public schools; an expanded community college system; a 211 percent
increase in appropriations to the State Bureau of Investigation; support for
legislation regulating air, water, and soil pollution; and the building of more roads
than any previous administration, including that of his father. In order to fund

OMB No. 1024-0018
Expires 10-31-87
United States Department of the Interior
National Park Service
National Register of Historic Places
Inventory—Nom"Inatilon Form
Continuation sheet SIGNIFICANCE Item number 8
these programs, the legislature raised the gasoline tax and enacted into law Scott's
proposal for a tax on tobacco and soft drinks. As governor, Scott also supported
prison reform, rehabilitation programs, and fund raising efforts on behalf of the
arts . 1.8
After Scott's term expired, he returned to his dairy f I arm in Haw River but
continued to be active in public life. From 1973 to 1975, Scott was executive
vice-president of the North Carolina Agribusiness Council. In 1977 President Jimmy
Carter appointed Scott the Federal Co-chairman of the Appalachian Regional Commission.
In June, 1979 Scott resigned from that position to campaign for a second term as
governor.19 Scott lost the 1980 election to James B. Hunt, Jr., the incumbent
governor and the first eligible to run for a second consecutive term.
Bob Scott returned to his dairy farm. In 1982 he sold the dairy operation to a
family member, but continues to own the Governor Kerr Scott House and the house be and
his wife built on the adjoining LracL.20 (Chris and Mary Scott Cagle live in the
Governor Kerr Scott House; Bob and Jessie Rae Scott now live in Raleigh and use their
farmhouse as a weekend retreat.) In the spring of 1983, Bob Scott was appointed
President of the North Carolina Community College system, which is the third largest
community college system in the United States.21 As head of the 58-campus college
system, Scott is promoting greater cooperation between the community colleges and the
state university system.22 Bob Scott's knowledge of the inner workings of the North
Carolina General Assembly and the budgetary process has enabled community colleges in
North Carolina to expand their services as well as maintain the quality of their
existing curriculums. Community colleges are now offering technical training for
workers who previously held positions in traditional North Carolina industries such as
textiles, furniture and agriculture. A plan designed to combat the state's illiteracy
problem is currently underway at all of the community colleges. Seminars to assist
small businessmen are being offered at some schools. The community colleges have
designed special training programs for workers relocating with their companies to
North Carolina. This has been an incentive for new industries to move to North
Carolina. Other programs have opened the doors to minority students and the
handicapped.23 Throughout his career, Bob Scott has proven that he is deeply
committed to education. His current position enables him to work for quality,
affordable education for North Carolina residents across the state.

NPS Form 10-900-a
(3-82)
OMB No. 1024-00'8
Expires 10-31-37
United States Department of the Interior
National Park Service
Continuation sheet SIGNIFICANCE Item number 8 Page
FOOTNOTES
lAlamance County Wills (loose), Alamance County Records, State Archives, Raleigh,
will of David W. Kerr (administrative papers); data supplied by Robert W. (Bob) Scott.
Typed copy of notes, undated, in Survey and Planning file entitled Kerr Scott Farm,
cited as Scott notes; and Alamance County Deed Books, Office of the Register of Deeds,
Alamance County Courthouse, Graham, Deed Book 9, pp. 158, 161, hereinafter cited as
Alamance County Deed Book.
2D. L. Corbitt (ed.), Public Addresses, Letters and Papers of William Kerr Scott
(Raleigh: State Department of Archives and History, 1957), xiv-xv, hereinafter cited
as Corbitt, Public Addresses of Kerr Scott.
3SCott notes. See also Corbitt, Public Addresses
Charles J. Kerr sold the house and property to Robert u
Robert, Jr. sold it to his father on November 28, 1916.
transferred it to his son W. Kerr Scott on October 28,
Book 9, p. 158; Deed Book 40, p. 270; and Deed Book 95,
of Kerr Scott, 328-329.
Scott, Jr. on March 21, 1910.
Robert, Sr. ("Farmer Bob"),
1920. Alamance County Deed
p. 340.
4Corbitt, Public Addresses of Kerr Scott, xiv; and Beth G. Crabtree, North
Carolina Governors 1585-1958: Brief Sketches (Raleigh: State Department of Archives
and History, 1958), 131, hereinafter cited as Crabtree, Governors.
5Corbitt, Public Addresses of Kerr Scott, xvi.
6See "A Governor's Last Look: Address to the People, December 30, 1952" and "A
Report to the People, December, 1952," in Corbitt, Public Addresses of Kerr Scott,
327-332, 451-462 respectively. See also Crabtree, Governors, 131-132.
7john L. Cheney, Jr. (ed.), North Carolina Government 1585-1974 (Raleigh:
Department of the Secretary of State, 1975), 726, 746-747. Governor William B.
UmsLead had appointed Alton Lennon to fill Smith's seat until the next general
election. See also William Armstrong (ed.), "A Son who was Governor Recalls the
Father who was also Governor," We the People of North Carolina, XXXIII (June, 1975),
hereinafter cited as Armstrong, "A Son who was Governor."
8Armstrong, "A Son who was Governor."
9Smithfield Herald, April 18, 1958.
1OMarjorie Hunter, "Kerr Scott," The News and Observer (Raleigh), April 18, 1948,
hereinafter cited as Hunter, "Kerr Scott." See also "A Governor's Last Look" in
Corbit, Public Addresses of Kerr Scott, 327-329.

owa No. 1024-0018
o,pi,e" m'/z'x,
United States Department of the Interior
National Park Service
National Register of Historic Places
Inventory —Nomination Form
Continuation sheet SIGNIFICANCE Item number 8 Page 7
llE' bty-Fiftb congress, 2od Session, William Kerr Scott: Memorial Address
Delivered in Congress (Washington: U.S. Government Printing Office' 1958), 22.
l2
DaiI 0e (Burlington), April 19` 1958; and Bootec. "Kerr Scott."
I3M.~~
ry F. Mitchell (eJ ) Addresses and Public Papers of Robert Walter Scott
Governor of North Carolina 1969-1973 (Raleigh: Division of Archives and History,
1974), xxvi-xxvii, xxx-xxxi, hereinafter cited as Mitchell, Public Papers of Robert W.
Scutt.
14uiLcbelI, Public Papers of Robert W. Scott, xxoiii; Nancy and Bruce Roberts, The
Governor (Charlotte: McNally and Loftin, 1973), 14I, hereinafter cited as Roberts,
-The -------rooz| and Iuc Map of &lumauce County, Mebane Quadrangle, in Kerr Scott Farm
File, Survey and Planning Dcaucb' Division of Archives and History, Raleigh. Bob
Scutt received the property by inheritance in 1972 upon the death of his mother. See
AIamooce County Will Books, Office of the Clerk of Superior Court, AIamauce County
Courthouse, Graham, Will Book 14' p. 92,
15*itobelI` Public Papers of Robert W. Scutt` xxxiii. See also Scott notes.
18Scott notes; Mitchell, Public Papers of Robert W. Scott, xrii-xziii; and Cheney,
North Carolina Government, 423-424.
17OuoLe Laken from Mitchell, Public Papers of Robert W. Scott, rxxviii. For '
reorganization of state government and consolidation of the university system see pp.
600-666` and pp. 678-684 respectively.
18witcbell Public Pu era of Robert W. Scott, zxxiv-zxovii' Roberts, The Governor,
14-24; and H. G. Jones (ed.), The Portrait of Robert W. Scott; proceedings of a
`~.^`^g.. ~^,^~i.' of ^^^~.^,e~ and H_~`~-y' 1973'`
19`uuice and Walter Faulkner, "Look Who's Running For Governor," TarbeeI:
Muguaioo of North Carolina (November/December, 1979)` 30.
2U
Gzeeoaboro Daily News, August 3` 1982` D-2,
2l
NewsLaLod Observer (Raleigh, NC)` March 2` 1983, &-l.
The
22Ielephone Interview with Robert W. Scott, Raleigh, North Carolina, September 5'
1486; and News and Observer, March 4' 1984' &-l.
23
Iuterview with Scott; and The Pilot (Southern Pines, North Carolina), March 7,
1984, A-l. ----------

PIPS Form 10-900-a
(`82)
OMB .Vo. 1024-0018
Expires 10-31-87
United States Department of the Interior
National Park Service
National Register of Historic Places
Inventory—Nominatilon Form
Continuation sheet MAJOR BIBLIOGRAPHICAL REFERS AlLen number 9 ------ — Page I _
BIBLIOGRAPHY
Alamance County Records
Deeds
Tax Records
Wills
Armstrong, W. H., ed. "A Son who was Governor Recalls the Father who was also
Governor." We the People of North Carolina, XXXIII (June, 1975).
Cheney, John L., Jr. ed. North Carolina Government 1585-1974. Raleigh: Department
of the Secretary of State, 1975.
CorbiLL, D. L., ed. Public Addresses, Letters, and Papers of William Kerr Scott.
Raleigh: State Department of Archives and History, 1957.
Crabtree, Beth G. North Carolina Governors 1585-1958: Brief Sketches. Raleigh:
State Department of Archives and History, 1958.
Daily News. Burlington. April 19, 1958.
Eighty-fifth Congress, 2nd Session. William Kerr Scott: Memorial Addresses Delivered
in Congress. Washington: U.S. Government Printing Office, 1958.
Faulkner, Janice and Walter. "Look Who's Running for Governor," Tarheel: The
Magazine of North Carolina (November/December, 1979).
Greensboro Daily News, August 3, 1982.
Hunter, Marjorie. "Kerr Scott." The News and Observer, April 18, 1948.
Jones, H. G., ed. The Portrait of Robert W. Scott: proceedings of a presentation
ceremony, May 4, 1973. Raleigh: Division of Archives and History, 1973.
Mitchell, Memory F., ed. Addresses and Public Papers of Robert W. Scott, Governor
of North Carolina 1969-1973. Raleigh: Division of Archives and History, 1974.
News and Observer. Raleigh. March 2, 1983; and March 4, 1984.
The Pilot. Southern Pines, N.C. March 7, 1984.
Roberts, Nancy and Bruce. The Governor. Charlotte: McNally and Loftin, 1972.
Scott, Robert W. Notes submitted to Alamance County Planning Department. Typed and
handwritten copies in Survey and Planning Branch, Division of Archives and
History, Raleigh.
Smithfield Herald. April 18, 1958.
Telephone Interview, Robert W. Scott. September 5, 1986.

9. Major i0graph"Ical References
See continuation sheet
10. Geographical Data
--A
Ouadrangle name Mpl�nnp nijnri
UT M References
*uadrangle scale
A LLL 7j
L6 L4 8 1 �60 �
12 _19 19 11 � o �80
B 1J7
16 14 18 13 14 10 1
13 19 19 11
Zone
Easting
Northing
Zone
Easting
Northing
c LL J7
16141 q2j 80
13 19 19 1119 12 1 01
D [LLIJ
LILL LIL6jO J
912i118i0I
E Lli 7J
16141910 4101
13 19 19 12 13 18 10 1
F L1-i-7J
16 14 19 10 12 10 1
91 q 61 OI
G LLL-zl
1614191012 10
13 19 19 111714
W I
H [1i-7
16 14 19 11 13 10 1
13 19 19 11 11 12 10
Verbal boundary description and justification
The boundaries of the Kerr Scott Farm, outlined in red on the attached tax map, include all
of the acreage originally associated with Kerr Scott with the exception of Parcel No.. 1,
containing a newer residence. It consists of Parcels 2 and 2A, Sheet 10-16, except for
---r ton tneb sou -o-f-SR-2TZ3--.--
re con ation of Parce side
de:sWa IT pi ar toexsl I an � eclWu N i e sa 5 o r properties 1' overlapping state or county oundaries
state N/A
code county N/A
code
state code county ..-
name/title Jerry Cross and Pat Dickinson, Section 8; Cynthia Craig, Section 7
* Survey and Planning Branch, State Historic
organization P—servat-4-en Offiee, date 1986
street & number story telephone [phone]
city or town Raleigh state NC 27611
X# T
The evaluated significance of this property within the state is:
national --X state X local
As the designated State Historic Preservation Officer for the National Historic Preservation Act of 1966 (Public Law 89-
665), 1 hereby nominate this property for inclusion in the National Register and certify that it has been evaluated
according to the criteria and procedures set forth.�y tl JNatloqa.LPaK-Ir�ve. /
•
title State Historic Preservation Officer date April 9, 1987
For NPS use only
date
M
AtteM - date
Chief of Registration
GPO 911.390

• � �, 11t�TY'd-
�E€i 1V17. 7q�P01�69tIP
aAS
A
sal

ID#* 20201747
Version* 1
Regional Office * Winston-Salem Regional Office - [phone]
Reviewer List* Sue Homewood
Pre -Filing Meeting Request submitted 11/12/2020
Contact Name* Troy King, P.E.
Contact Email Address* [e-mail]
Project Name* Cherry Lane Sanitary Sewer Outfall
Project Owner* City of Graham
Project County* Alamance
Owner Address: Street Address
201 South Main Street
Address Line 2
PO Drawer 357
aty
State / Province / Pegion
Graham
North Carolina
Postal / Zip axle
Country
27253
United States
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes (-- No
Do you know the name of the staff member you would like to request a meeting with?
Sue Homewood
Please give a brief project description below.*

The project is divided into two phases and will be constructed to the
extent that funding allows. Phase I is the portion of outfall from Cherry
Lane Pump Station to Manhole #8, immediately upstream of Dosing
Siphon #1. This phase consists of 18" gravity sanitary sewer outfall,
12" gravity sanitary sewer outfall, a 10" inverted dual siphon creek
crossing, and a second creek crossing. The depth of the line at the
second creek crossing allows it to be installed without the need for an
inverted siphon. A major portion of this outfall is expected to be
installed below the rock elevation, so construction equipment
required will include large excavators, rock drills, blasting equipment,
and other equipment typical of pipeline installation where rock
blasting is required. Phase 11 is the portion of outfall that extends from
Manhole #8 to Back Creek Pump Station #1. This phase consists of
12" gravity sanitary sewer outfall, 8" gravity sanitary sewer outfall,
and an 8" inverted dual siphon creek crossing. Construction
equipment for this portion of outfall will be very similar to Phase 1.
Buffer impacts include areas where current forestland will be cleared
for permanent access easements, as well as areas that are currently
cleared but will require a change of use.
Please give a couple of dates you are available for a meeting.
Please attach the documentation you would like to have the meeting about.
D.6i. 18141 - Buffer Impacts - 11-11-20.pdf 1003.21 KB
4283 Back Creek Sewer Outfall Wet
1.59MB
Report_12.13.18.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 11/12/2020