WQ0039490_Application (FTSE)_20190117

Central Files, APS SWID
12/17/2018
R.,
_ Mumnbch- WQ0039490
Perrnit
Permit Tracking Slip
Proam Category
gr
Status Project Type
Non-discharge
In review Major modification
Permit Type
Version Permit Classification
Gravity Sewer Extension: Pump Stations, & Pressure Sewer Extensions
B Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunke
Coastal SWRLde
Permitted Fiow
26)000
FOMn cififig y
Facility Name
Major/Minor Region
Market Street at Greenview Drive Sewer Extension
Minor Wilmington
County
Location Address
New Hanover
Facility Contact Affiliation
Owner Name Owner Type
Cape Fear Public Utility Authority Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Dates/Events Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/13/2017 12/17/2018
Regulated Activities Requested /RecE)i-Aved Events
Wastewater collection Additional information requested
Additional information received
z6_R,

FREELAND and KAUFFMAN, INC.
ENGINEERS • L4ND3CAPEARCHITECT3
RECE I VEMIC DEN R/DWIR
September 10, 2018
DEC 17 2018
Wilmington Regional Office -Water Quality Section, Attn: Dean Hunkele
127 Cardinal Drive Extension Wa -er Quality Regional
Operations Section
, NC 28405
Wilmington, Wilmington Regiona-1 Office
g
910-796-7380
Subject: AAA Car Wash — 106 Oak Ridge Lane
In regards to the subject project, this cover letter is provided in order to communicate a brief description of the site
as well as the items of modification.
The site is located at 106 Oak Ridge Lane, Wilmington NC 28411 and will be re -developed to include a AAA Car
Wash along with a future AAA Car Care Center. The site was initially approved to serve a 650 seat full service restaurant with
26,000 gallons per day, permit dated 10/ 13/2017 (WQ0039490). Since then the site use has changed and will now be a AAA
Car Wash & a future Car Care Center. Changes to the permit include the flow from the site due to the change in use along with
the location/length of the extension due to NCDOT road widening. Please see submitted application with updated information
along with attached utility plan for new location/lengths of the extension.
Please do not hesitate to contact me at 864-672-3426 should there be any questions or a need for additional
information.
Regards,
Todd Simmons
209 West Stone Avenue • Greenville, South Carolina 29609 • Telephone [phone] • Fax [phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: (Jac a3� L( YO (to be completed by DWR
)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Cape Fear Public Utility Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: El Individual Z Corporation El General Partnership El Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Matthew Tribett per 15A NCAC 02T .0106(b)
Title: Engineering Managerk."! 4 IN
4. Applicant's mailing address: 235 Government Center Drive': {
City. Wilmington State: NC Zip: 28403-1670 DEC 17 2018 `4
5. Applicant's contact information:
RVu
Phone number: [phone] Email Address: matthew.tribett(a c$ua. org
II. PROJECT INFORMATION:
1. Project name: Market Street A Greenview Drive Sewer Extension
2. Application/Project status: El Proposed (New Permi -�°`� ® Existing Permit/Proj ct
If a modification, provide the existing permit number: W 0039490 and issued date: 10/13/17
If new construction but part of a master plan, provide the ie
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.28' Longitude: -77.81 °
5. Parcel ID (if applicable): R03 618-002-001-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Todd Simmons License Number: 033322
Firm: Freeland & Kauffman, INC
Mailing address: 209 West Stone Avenue
City . Greenville State: SC Zip: 269 4 '�'����
p
411-
Phone number: [phone] Email Address: tsimmons(a fk-inc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northside V`TWTP Permit Number: NCO023965
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W 0038275 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): CFPUA
FORM: FTA 04-16 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
E]Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes EJNo ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
D Yes []No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ® Car Wash
❑ Residential Leased ❑ Retail with food preparation/service El' Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities [:J Swimming Pool /Clubhouse
❑ Food and drink facilities El Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home [:] Other (Explain in Attachment)
5. Nature of wastewater : % Domestic/Commercial 100 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? El Yes Z No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes Z No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow a,b
No. of Units
Flow
Car Wash
1200 gal/bay
1
1200 GPD
Retail Area
125 gal/plumbing fixture
6
750 GPD
Car Care Center
250 gal/plumbing fixture
5
1250 GPD
gal/
GPD,
gal/
GPD
gal/
GPD
Total
3200 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3200 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
225
C-900
8
52
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VHI. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDIT)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (feet) I Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)�1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes ❑ No
1 SA MCAC 09T (1lni f1 r.nntnine minimum cPnarntinne that chn11 hi- nrmAde.d fnr cPwPr cvctPmc-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains(horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines(horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class H impounded reservoirs used as a source of drinkingwater
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305 g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305 fl or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes [:1 No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or El Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.010(additional permits/certifications)? Z Yes [:1 No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
2 Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
0000MM _ W
I, ®Vz+i 4z� t1y 0 *,-Obattest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
......................................................................................
North Carolina Professional Engineers seal, signature, and date:
e A- s ,.
Vs� � � y A Q dr �� `,✓V
`� OriF.11 Ile
d.
�
33
lop 41.1
;.................. . '�.... :...........................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
t
I, J rq attest that this application for
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
6t
Signature. Date: 1 I
FORM: FTA 04-16 Page 5 of 5

State of North Carolina.
r' = Department of Environmental Quality
F
Division of Water Resources
Di
vision .r Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: ONB Properties A, LLC
Project Name for which flow is being requested: AAA Car Wash- Oak Ridge Lane
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for allpump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
All f lows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 2.679
e. WWTP facility's actual avg. flow 10..661
f. Total flow for this specific request 0.003200
g. Total actual and obligated flows to the facility 130343
h. Percent of permitted flow used 8304%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm
Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, *
(Firm / pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
79
0.720
0.288
0.186
0.044
0.231
0.057
89
11.444
4.577
4.493
1.367
5.860
-1.282
w -t-ne r-irm Lapacity of any pump station is aennea as the maximum pumpea snow tnat
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
* A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number: WQ0038275
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing Official Signature
NO
re
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
23% total flow. % and 5.860 MGD of the Available Capacity (E) in Pump Station
89 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Smith Creek PS Upgrade is in design or under construction with
planned completion in 3rd quarter 2018 ; and/or
d. The following applies:
A second funded capital project, namely the Blue Clay Road Force Main, will also provide
additional capacity at Pump Station 89 by diverting existing flow that is currently tributary
to Pump Station 89 directly to Northside Wastewater Treatment Plant.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
Signing Official Signature YaTe
Page 3 of 6
FTSE 04-16

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Siq c ROAD CROSSING ADDITION 2 MOVAL AND/OR RELOCATION OF UTLITES AND UTILITY POLES AND TI-E
s ❑B EXTENSION OF ALL PROPOSED UTILITIES TO AAA STOLE
I 4s ALL UTILITIES SHALL BE INSTALLED N ACCOMACC= WTH THE SPECIFICATIONS OF THE
CO RESPECTIVE UTILITY COMPANY. IT 6 M RESPONSIBILITY OF TIE CONTRACTOR TO ENSLRE
ALL UTILITIES ARE INSTALLED CORRECTLY TO MEET PROJECT W-G REMENPS VW ER
Area at P62FOAED BY TIE CONTRACTOR OR NOT.
` Thro =36.8
' Inv= .33 9. AN AS -BAT DRAWING OF NEW UTILITY SERVICES 94ALL BE PREPARED BY THE
a CC MCT012 AND SEA/TTEO TO 1HE OWNER LPON CO1613ETION OF TIE PROJECT.
' 10. UTILITY COMPANIES AND CONTACTS ARE LISTED ON COVER SHEET.
L COMW LOCATIONS TO PYLON SIGNS AND SITE LGHT POLES TO E COORDINATED WITH
AAA
12 CONTRACTOR SIHALL COORDINATE WITH AAA ON TYPE AND 92E OF THE GREASE TRAP.
ALL SANITARY SEWER PPE SPECFICATION PROVOEO EIMWERE.
1 l3 CONTRACTOR SHALL COORDINATE WITH AAA ON CONDLIT ROUTE TO STORE FROM THE:
I TRANSFORMER AND/OR SERVICE UTILITY POLE FOR TELEPHONE AND ELECTRCAL. SERVICES
It CONTRACTOR 94ALL REFER TO OTl•62 PANS NTHN TINS CONSTRUCTION SET FOR
OTIV PERTINENT NFOAIATION
6. ALL FILL MATEIZAL IS TO E N PLACE, AND COMPACTED BEFORE INSTALLATION OF
PROPOSED U rI ITES
16 CONTRACTOR SHALL NOTIFY M UTLTY AUTNORITES IFiECTORS 72 HOU2S BEO E
CCNECW TO ANY DOSTM LINE. UTILITY COMPANIES AND CONTACTS ARE LISTED ON
ti THE COVER SHEET.
D. SANTA12Y SRO PPE SWILL LE N A00020MICE MT14 GIPL1A SPECS C273L
a� IB WATER LINES SHALL LE N ACCORDANCE VM CFPUA SPECS 02660
B. MNLLAC 1REh1Ca WDTH SHALL BE 2 I$T.
C 20. WATT32 AND SL3NHi LASS S4W BE KEPT TEN 00.1 APART PARAU81 OR Na
OF7 CROSSING 6' VERTCAL CLEARANCE (OLIVE EDGE OF PPE TO OUTSIDE EDGE OF PPR
EOOSTNG DARN SIN TO 8 CONTRACT(R 3WLL MAINTAIN A MNMAI OF 3'•9 COVER ON ALL WATERLINES.
3' BE PROCATED l$JTSDE OF 2Z N THE EVENT OF A VERTICAL �ITVG LESS THAN U BETWEEN WATERLTNE'a AND-
CFRIA SEW62 EASEMENT. SANITARY LINES IEXSTING AND PROPOSEDL THE SANITARY LINE SHALL LE DLICTLE RON PIPE
° COORDINATE WITH OWNER WITH M 504AWAL JONTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING. TIE
{ WAMI E SHALL HAVE MECIWJCAL JONTS WRH APPROPRIATE THRLIST BLO06VG AS
' PRECON WW?ED PRDR REOXED. MiE£TNG REOLIPEMENTS OF 96 A2IO OR ANSI 21 (AWWA C-150 CLASS 50).
TO CONSTRUCTION FEES TO E PAD
PRIOR TO PE -COI OR 23 LINES LPOERGROU'D SHALL E INSTALLED, INSPECTED AND APPROVED SORE
AT TIME OF SLIMING 13ACKFLLPG
a CONTRACTCR SHALL PINT APPAJCATION 24. TOPS OF E(E5TM MAN40LES S4N1 E ADISED AS NECESSARY To E R 154 WITFL
COORDNATE WM4 P20MO PAVEMENT BEVATIONS AND TO E ONE FOOT ABOVE FINS-ED GROIAD
AR(l1TECTlRAI AND EXFTAG WATET2 AND ELEVATIONS WITH WATER TK3{T LDS Inv- C78 ' EO,PAM DRAWINGS FOR 5EW R SERVICES TO BE 256 ALL CORCJETE FOR ENCASEMENTS SHALL WAVE A MNILM 28 DAY COMPRESSION
' NLN852 AND LOCATIONS PROPERLY ABANDONED ON CONOUTS STRENGTH AT AT 3000 PSt
S eat
'O gn Busin s 26 25:82 TO NT62KV RJAPIAG DRAWINGS FOR TE-N OF ALL UTLES. IT
Sign
T lla
O GAT10N LAE TO BE II
LANDSCAPE II `I '
Stop pII 3
15" RCP
Inv= 9.08
wl CP wir
Inv=3 .36
EXISTING
HYDRANT /
1
/ h I
EXISTING PROPOSED DESCRIPTION
❑ ■ STORM DRAW INLET
< - STORM DRAIN PIPE
wv WATER LIPS
we -is UNDERGROUND ELECTRIC LINE
or* OVERHEAD ELECTRIC LINE
we -tJr LNDEWGROLND TELEPHONE LINE
oa, a GAS LINE
u BB SANITARY SEWER LINE
�s MANHOLE
LIMITS OF DISTURBANCE
UTILITY PLAN
w
DRAIM!
LRS
CI -ECHOED
SITS
DATE
B/1/I8
SCALE
AS NOTED
DRAY"
21

n
r, n
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WATER
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SIRFACE
I
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I I
'8
52 LF. OF
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18 LF. OF
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APPROXMA
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6' PVC • 01
27 LF. OF
6' PVC • L851
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20 LF. OF
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SANITARY SERVICE LINE CAR CENTER - C
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—
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92 LF. DF
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3.981
I
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STORM DRAIN
1
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0XIMAT NG
KS
13
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DEPTH PROR TO
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MATERIALS
L.F. OF
IC • 3501
I
I
I
89 LF. OF
6' PVC • 1001
I
'
137 LF. OF -7'
6 PVC • LO01
47 LF.
6' PVC
OF
• 1001
'
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6 lF. OF
6' PVC LOOS
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
SANITARY SERVICE LINE CAR WASH - C
v
SEWER PROFILES
REVISIONS BY
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DRAVW
L.RS
CI-IECKED
BTS
DATE
8/I/18
SCALE
AS NOTED
DRAY"
24