20181041 Ver 1_LG Buffer Authorization_20181101

Homewood, Sue
From: Josh Johnson <[e-mail]>
Sent: Thursday, November 1, 2018 11:56 AM
To: [e-mail]
Cc: [e-mail]; [e-mail]; Bob Dischinger; Glynn Fleming;
Franz Holt; Franz Holt; 'Cy Stober'; [e-mail]; Homewood, Sue
Subject: [External] Cambridge Park - Phase 1A - Impact #1 (60" RCP) Buffer Authorization
Attachments: Mebane cert. of completion.docx; Mebane Cambridge Park Buffer Authorization -
Phase 1A - Impact 1 2018.pdf, Mebane Buffer Exhibit - Phase 1A - Impact 1.pdf
Mr. Dischinger,
Please find attached a buffer authorization for Impact #1 of Phase 1A of the Cambridge Park subdivision. This is only for
the installation of the 60" storm drain that is included on the application. This authorization is directly associated with
the development of Phase 1A and will expire within 60 days if a full authorization for the impacts associated with Phase
1A is not provided. Comments have been provided previously on what is required in order to issue the full authorization.
If you have any question, please let me know.
Thank you.
Joshua S. Johnson, P.E.
Alley, Williams, Carmen, and King, Inc.
740 Chapel Hill Road
P.O. Box 1179
Burlington, N.C. 27216
Tel. [phone]
Fax [phone]

Mebane Project No.: County:
Applicant:
Project Name:
Date of Issuance of Buffer Authorization:
Certificate of Completion
Upon completion of all work approved within the applicable Buffer Rules, and any subsequent modifications,
the applicant is required to return this certificate to the City of Mebane Planning Department. This form may be
returned to the City by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the City of Mebane's Jordan Lake Riparian Buffer Protection
Ordinance, the approved plans and specifications, and other supporting materials.
Signature:
Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the City of Mebane's Jordan Lake Riparian Buffer Protection
Ordinance, the approved plans and specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the City of Mebane's Jordan Lake Riparian Buffer Protection Ordinance, the approved
plans and specifications, and other supporting materials.
Signature
Date
Registration No.
CITY OF MEBANE 106 East Washington Street I Mebane, NC 27302 G 919 563 5901

Permit # Mebane 2018-08-A
Subject Property: Cambridge Park — Phase 1A — Impact #1
Jones Drive, Mebane, Alamance County, NC
AUTHORIZATION of Jordan Lake Water Supply Watershed Riparian Buffer Protection Rules (15A
NCAC 2B.0267) Authorization Certificate
Dear Mr. Dischinger:
You have our authorization, in accordance with 15A NCAC 02B .02 and the City of Mebane's Jordan Lake
Riparian Buffer Protection Ordinance and any conditions listed below, to impact approximately 7,532 ft2 of Zone 1
and 3,938 ft2 of Zone 2 of the protected riparian buffers for the purpose of clearing and grading at the subject
property as described within your application from October 29, 2018, received by the City of Mebane. In addition,
you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead
with your project including (but not limited to) Erosion and Sediment Control, Non -discharge regulations.
This authorization certification is for the purpose and design that you described in your application. If you change
your project, you must notify the City and you may be required to submit a new application. NOTE THAT THIS
AUTHORIZATION IS ONLY GOOD FOR THE INSTALLATION OF THE 60" RCP CULVERT SHOWN ON
THE ATTACHED EXHIBIT. This authorization will expire within 60 days unless the entire Phase IA is permitted.
If the property is sold, the new owner must be given a copy of this authorization letter and is thereby responsible for
complying with all conditions. This authorization requires you to follow the conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental
impacts:
Amount Approved Units Plan Location or Reference
Zone 1 Buffers 7,532 (square ft. Attached Exhibit
Zone 2 Buffers 3,398 (square ft. Attached Exhibit
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
CITY OF MEBANE 106 East Washington Street I Mebane, NC 27302 Q 919 563 5901

a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre -Construction Notification (if required). All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards, statutes, or
rules occur.
4. No Sediment & Erosion Control Measures within Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters without prior approval by
the Division. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
design and placement of temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream of
the above structures. All sediment and erosion control devices shall be removed and the natural grade
restored within two (2) months of the date that the Division of Land Resources or locally delegated
program has released the project.
5. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities
through the protected stream buffers and will not re -concentrate before discharging into the stream as
identified within 15A NCAC 2B .0267(8).
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these boundaries
approved under this authorization shall be clearly marked with orange warning fencing (or similar high
visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior
to any land disturbing activities to ensure compliance with 15A NCAC 2B .0267.
CITY OF MEBANE 106 East Washington Street I Mebane, NC 27302 Q 919 563 5901

7. Certificate of Completion
Upon completion of all work approved within this authorization, and any subsequent modifications, the
applicant is required to return the attached certificate of completion to the City of Mebane, Planning
Department.
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place at the time of recording of the property, or of individual lots, whichever is
appropriate. A sample deed notification can be downloaded from the 401/Wetlands Unit web site at:
http://portal.ncdenr.org/web/wq/swp/ws/401/riparianbuffers. The text of the sample deed notification may
be modified as appropriate to suit to this project. This information shall be included on the final plat of the
water quality basin and shall include the maintenance and access easement.
Any disputes over determinations regarding this Authorization (associated with the approved buffer impacts) shall
be referred in writing to the City of Mebane within thirty (30) days of receipt of this notice for a decision.
You can contest the City of Mebane's decision as provided in the City's Jordan Lake Riparian Buffer Protection
Ordinance.
This Authorization shall expire five (5) years from the date of this letter only with a full
authorization for all of Phase IA. If all of Phase 1A is not authorized within 60 days then this
authorization shall be deemed expired and all buffer work must be completed and the buffer
crossing will be closed.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B .0267 and
the Jordan Lake Riparian Buffer Protection Ordinance. If you have any questions or would like a copy of the buffer
rules, please call Josh Johnson, PE at [phone]. This letter does not authorize any impacts to either Waters
of the United States or Waters of the State. Please contact the US Army Corps of Engineers (USACE) or NC
Division of Water Resources (DWR) if any impacts are proposed to either of these waters.
Sincerely,
Josh Johnson, P.E.
Enclosures: Certificate of Completion
cc: Cy Stober, City of Mebane Planning Dept.
CITY OF MEBANE 106 East Washington Street I Mebane, NC 27302 Q 919 563 5901

Kyle Smith, City of Mebane Utilities Director
Bob Dischinger, Design Engineer
Brad Luckey, Pilot Environmental
Sue Homewood, NC DEQ
Franz Holt, City of Mebane City Engineer
Glynn Fleming, AWCK
CITY OF MEBANE 106 East Washington Street I Mebane, NC 27302 Q 919 563 5901

of� City of Mebane
j �► BUFFER IMPACT
Application
� th L aru
fOR DrFICF USE ONLY
Permit No.:�— 4
Date Rea'd.-
Recd By: _
City of Mebane 106 E_ Washington Street City web site:
Telephone [phone] Mebane, NO 272$9 wMw.citrrlmtAawe.cvm
Fox; [phone]
Section A. SUMMARY INFORMATION
DEVELOPMENT NAME: Cambridge Park - (Impact -l)
LOCATION: Jones Drive, Mebane, Alamance County, North Carolina
PARCEL ID NO.: 163253, 163252, 163091, 163248 & 163253
TOTAL ACRES: 233.89 'TOTAL DWELLING UNITS (if applicable) :
Zone 1 Impacted
Disturbance: 7,532 Square feet Type of Disturbance: Road Crossing - Allowablew/o
Zona 1 Impacted Mitigation
Disturbance: 3,938 Square feet Type of Disturbance: Road Crossing - Allowable wl
Mitigation
❑ LOW DENSITY (no more than two dwelling units pur acre or twenty-four percent built -upon area):
Q HIGH DENSITY (exceeds the law density thresholds for dwelling units per acre or built -upon area)
Section B. APPLICANT INFORMATION
Owner (Owner or Developer)
Owner: Eric Dischinger Phone No.: 336-317-3395
Company: Desco Mebane Partners, LLC Fax No:
Address: 600 Market Street, Suite 206
Chapel Hill, NC Zip: 27516
Fax No: Email Address: eric cr7ldequity.com
Consultant (Person tta contaef reganfing questions or revisions to the plan)
Contact Name: Dave Southard Phone No.:
Company: Evans Engineering, Inc, Fax No.:
Address. 4609 Dundas Drive
Greensboro, NC
Fax No:
Email Address: [e-mail]
Foi-in BUFFER A UTN APP -1 1 of 4
Zip
336-279-7456
336-854-8876
27107
January 2011

ALL ITEMS ON THIS APPLICATION MUST BE ADDRESSED PRIOR TO SUBMITTAL.
ALL INCOMPLETE SUBMITTALS WILL BE RETURNED.
Section C. REQUIRED ITEMS CHECKLIST
The following checklists outline submittal requirements. Initial in the space provided to indicate the
following submittal requirements have been met and supporting documentation is attached.
General Requirements:
Applicant's initials
DWS 1. Sheets shall be no larger than 36" x 24" plan and profile paper.
DWS 2. Minimum text size shall be 1/8".
DWS 3. Scale on plan view shall be no smaller than 1" = 50'; scale on profile view shall be
no smaller than 1" = 50' horizontally and 1" = 5' vertically using a grid showing 1'
intervals.
DWS 4. All drawings to be in North Carolina State Plane coordinate system.
DWS 5. Provide a legend indicating existing and proposed lines, features and symbols.
DWS 6. All elevations shall be given in relation to mean sea level; elevations in profile view
shall be labeled in 10' intervals on the heavy lines (Ex. 350, 360).
DWS 7. Plan views shall have a north arrow on each drawing.
DWS 8. All drawings sealed, signed and dated by a NC Professional Engineer or Landscape
Architect.
DWS 9. A signed and sealed statement on the plans certifying that the Buffer Disturbance
shall comply with the City's Jordan Lake Riparian Buffer Ordinance.
DWS 10. Plans shall show label the buffer, buffer disturbance, and active minimization
measures taken. Plans shall show the reason for the buffer disturbance and include
disturbance totals and type of disturbance.
DWS 11. Plan view shall show all actual street names. State road numbers shall be shown if
applicable. Plan view should also indicate whether street is asphalt, concrete, gravel
or dirt. Proposed street & Right-of-way widths will be dimensioned back-to-back
and labeled in plan view.
DWS 12. Plan view shall show proposed and existing curb and gutter, pavement, storm
sewers, drainage structures, driveway pipes, water mains, sanitary sewer mains, etc.
All available elevations shall be shown on the profile view. Direction of flow shall
be shown on plan view for all sanitary sewers and storm drains. Materials and pipe
sizes shall be labeled.
Form BUFFER A UTHAPP-1 2 of 4 January 2011

DWS 13. Existing utility lines shall be shown and labeled on plan view and indicated in the
legend.
DWS 14. Plans shall show final proposed locations and dimensions of all water, storm drain,
and sanitary sewer lines, devices to be installed on the system, catch basins,
culverts, ditches, including grades, pipes sizes, elevations, assumptions,
calculations, invert elevations for all inlets and manholes and profiles of sanitary
sewer lines.
DWS 15. All existing and proposed water, storm drainage and sanitary sewer easements shall
be shown on all applicable sheets.
DWS 16. Number of dwelling units
DWS 17. Existing and proposed topographic lines (minimum 2 -foot intervals).
DWS 18. Streams, ponds, wetlands, etc. on the project site and within 50 feet of the property
lines.
DWS 19. Location of floodplain and floodway (if applicable).
DWS 20. Location of drainage ways and easements.
Site Drainage Features:
N/A
21.
Any existing stormwater control systems.
DWS
22.
Show extent and number of disturbed acres.
DWS
23.
Proposed impervious areas.
DWS
24.
Soil information: type, special characteristics.
DWS
25.
Name and classification of receiving water course.
DWS
26.
All necessary construction specifications.
DWS
27
Sequence of construction.
DWS
28.
Construction drawings and details for temporary and permanent measures.
DWS
29.
Size and location of culverts.
DWS
30.
Disclosure of party ultimately responsible for operation and maintenance of the
disturbance.
Mitigation:
DWS 31. Buffer mitigation calculations and plans. (If applicable).
DWS 32. Designer's certification.
DWS 33. Narrative description of proposed stormwater system.
Form BUFFER A UTHAPP-1 3 of 4 Januaiy 2011

Stormwater Calculations:
DWS 1. 34. Narrative description of disturbance (methods, variables, assumptions, etc.) and
results,
DWS 35. Narrative description of avoidance and minimization.
DWS 1 36. Explatiatiomofhow diffuse flow will be maintained,
DWS 37.. Amount and type of existing and proposed -land use,
Section D. ATTACHMENTS
0 2 sets of plans
0 1 set of calculations
0 Operation and Maintenance Manual
Section F, APPLICANT'S CERTIFICATION
Designee Certification:
I hereby certify that the design-rolated information submitted with this application for permit
coverage was prepared under my direction or supervision and that the information is, in the
exercise of my reasonable professional judgment, true, accurate and complete. I also -hereby
certify that the stormwater collection, treatment and control system design submitted with this
plication complies with all .requirements of the City's Riparian Buffer Protection .Ordinance.
President
Original Signa . re of Stormw. ter Designer Title
Robert S. Oischinger
Type or Print Name
Owner Certyeation:
I hereby certify that r Have read this application and agree to abide by the terms of any
Stormwater Permit issuedby the City of. Graham,
Original Signature of Owner or Authorized Agent
Eric Dischinger
Type or Print Flame
Manager
Title
Forut. BUFFER A UTH APP -1 4 of 4 Janum y 2011

SCALE:
PLAN: 1"=40'
SECTION: HOR.-1 "=40'
VERT. -l"=4'
OWNER/DEVELOPER:
DESCO MEBANE PARTNERS, LLC
600MARKET STREET, SUITE 206
CHAPEL HILL, NC 27516
ERIC DISCHINGER 336-317-3395
V /
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PLAN: 1"=40'
SECTION: HOR.-1 "=40'
VERT. -l"=4'
OWNER/DEVELOPER:
DESCO MEBANE PARTNERS, LLC
600MARKET STREET, SUITE 206
CHAPEL HILL, NC 27516
ERIC DISCHINGER 336-317-3395
V /
SLOPES TO BE--MATTED-�
.0
-� -0
RIP–RAP PAD
L=20` W=29',– d50=5",
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ZONE 2 BUFFER
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STREAM IMPACTS:
TEMP. STREAM IMPACT FOR PIPE PUMP AROUND: 20 LF
PERM. STREAM IMPACT - CULVERT & FILL: 90 LF
- KEYED -IN RIP RAP: 35 LF
BUFFER IMPACTS:
ZONE 1 IMPACT: 7,532 SF
ZONE 2 IMPACT: 3,938 SF
0, -\\A CA�gOl`'°°
%1k
"``:. 'HEMP. STREAM IMPACT:
SAND, BAGS, #57 STONE & HOSE FOR
PIPE PIMP AROUND (CHANNEL MUST BE
- 'RE5TOREb,.,TO EXISTING CONDITION UPON
COMPLETION)
RIP–RAP PAD
----------1=15', W=15', d50=5", =moi
USE CLASS–B, T.3` -T -HK -------__572
-
----FROM- CULVERT TO PROPERTY LINE
ZONE 1 BUrFE-R
-f PACT_- 7,532
TEMP. SILT FENCE S�6
---------------
CAMBRIDGE PARK - IMPACT 1
MELVILLE TOWNSHIP-ALAMANCE COUNTY
MEBANE-NORTH CAROLINA
OCTOBER 29, 2018
40 0 20 40 80
1 inch =40ft
Vnglineering, ISI — Since 1974 —
Engineers Surveyors Planners
4609 Dundas Drive
_ Greensboro,
North Carolina 27407
v Fax [phone]
Phone [phone]
Firm License No.: C-0168
AWINGS\CAMBRIDGE PARK -WETLAND IMPACTS.DWG
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IMPACT - 2,090 SF
.....:.:.:''� •"
-SLOPES
f,,0 BIF MATTED
STREAM IMPACTS:
TEMP. STREAM IMPACT FOR PIPE PUMP AROUND: 20 LF
PERM. STREAM IMPACT - CULVERT & FILL: 90 LF
- KEYED -IN RIP RAP: 35 LF
BUFFER IMPACTS:
ZONE 1 IMPACT: 7,532 SF
ZONE 2 IMPACT: 3,938 SF
0, -\\A CA�gOl`'°°
%1k
"``:. 'HEMP. STREAM IMPACT:
SAND, BAGS, #57 STONE & HOSE FOR
PIPE PIMP AROUND (CHANNEL MUST BE
- 'RE5TOREb,.,TO EXISTING CONDITION UPON
COMPLETION)
RIP–RAP PAD
----------1=15', W=15', d50=5", =moi
USE CLASS–B, T.3` -T -HK -------__572
-
----FROM- CULVERT TO PROPERTY LINE
ZONE 1 BUrFE-R
-f PACT_- 7,532
TEMP. SILT FENCE S�6
---------------
CAMBRIDGE PARK - IMPACT 1
MELVILLE TOWNSHIP-ALAMANCE COUNTY
MEBANE-NORTH CAROLINA
OCTOBER 29, 2018
40 0 20 40 80
1 inch =40ft
Vnglineering, ISI — Since 1974 —
Engineers Surveyors Planners
4609 Dundas Drive
_ Greensboro,
North Carolina 27407
v Fax [phone]
Phone [phone]
Firm License No.: C-0168
AWINGS\CAMBRIDGE PARK -WETLAND IMPACTS.DWG

PROPOSED PUMP
PIPE PROPOSED
SILT FENCE
O TEMPORARY CONSTRUCTION)
STREAM CROSSIN CLASS �-
FLOW � RIP RAP
\ 5'
MIN
A :37 A
RIP RAP
j57 STONE
AROUND
PIPE INLET
STREAM
FLOW
5
MIN
SAND BAGS
PROPOSED DISTURBANCE LIMITS
SILT FENCE PLAN
(TYP•)
3' 3'
MIN. MIN. FROM
TO TOP OF PUMP
PUMP HANK
STFZW—
FLOW
IX. INV.
CREEK TEMPORMYDAH
STONE
REMOVE ENOUGH SANDBAGS TO ALLOW FLOW POLTETHYLENE FABRIC ON
THROUGH WHEN NOT PUMPING AROUND. FACE (8 ML THICK)
SECTION A–A
TEMPORARY "PIPE CROSSING – PUMP AROUND"
FOR PIPE INSTALLATION
NOTES
1) EROSION STONE TO BE -CLASS I- RIP—RAP UNLESS DESIGNATED DIFFERENTLY ON
CONSTRUCTION PLAN.
2) PUMP AND UNE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS
3) MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO
ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND WOVEN TIGHTLY ENOUGH TO
PREVENT LEAKAGE OF FILL MATERIAL (i.e. SAND, FINE GRAVEL, ETC.)
CONSTRUCTION SEQUENCE FOR PIPE CROSSING—PUMP AROUND
1) INSTALL PUMP AND UNE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY
STREAM CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA BEGIN PUMPING AND
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
2) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT
BACKFLOW I— CONSTRUCTION AREA
3) INSTALL PROPOSED SILT FENCE ALONG TOP OF BANK EACH SIDE OF THE
CONSTRUCTION AREA
4) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC. DEPRESS
PORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL WITH
STREAM BOTTOM.
5) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
TRA', AND DEWATERING BASIN.
OWNER/DEVELOPER:
DESCO MEBANE PARTNERS, LLC
600MARKET STREET, SUITE 206
CHAPEL HILL, NC 27516
ERIC DISCHINGER 336-317-3395
ccoi(s�rrf p1SA
SEAL
18994
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SHEET 2 OF 2
DETAIL, SHEET
CAMBRIDGE PARK - IMPACT 1
MELVILLE TOWNSHIP—ALAMANCE COUNTY
MEBANE—NORTH CAROLINA
OCTOBER 29, 2018
40 0 20 40 80
1 inch –40ft.
E vans 4609 Dundas Drive
Greensboro,
• Inc.orth Carolina 27407
E ngineerbng9 c. Fax [phone]
—Since 1974— Phone [phone]
Engineers Surveyors Planners Firm License No.: C-0168
\DRAWINGS\DESCO\TURNER
PARK—WETLAND IMPACTS.DWG

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FORCE MAIN
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C:1011 PROPOSED FORCE MAIN
PROPOSED GRAVITY SEWER
PROPOSED WATER
ONES NRCS_Streams_Cambridge
EXISTING WATER
EXISTING SEWER
CAMBRIDGE PARK PROPERTY
HAWFIELDS PRESBYTERIAN CHURCH PROPERTY
INTERSTATE INVESTMENTS PROPERTY
PRESCIENT PROPERTY
12" JONES DRIVE WATER MAIN
, 1,�� ti ' -
_ I 10" ONSITE SEWER OUTFALL
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CITY OF MEBANE
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1 PUMP STATION
288,000 GPD
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f -1
DRAWN BY.- JSJ
CAMBRIDGE PARK CHECKED BY.- FKH
DATE: 11-1-2018
BUFFER EXHIBIT MAP DRAWING FILE:
1 inch = 800 feet I 17010/Projects/Cambridge