20170434 Ver 1_401 Application_20170406

Metropolitan Sewerage District
•
° OF BUNCOMBE COUNTY, NORTH CAROLINA
ottw. „-
cR/NiV,Nd'''S
March 31,2017 1 ,
NC DWQ, WBSCP Unit APR D
1650 Mail Service Center 6 2017
Raleigh,NC 27699-1650 $ PAIDSTORMwq ERPQUgLIn,
E�d ERMITT
Dear Sir or Madam: TING
The Metropolitan Sewerage District of Buncombe County,NC(MSD) is submitting the enclosed check in the
amount of$240 to cover the processing fee for the Pre-Construction Notification(PCN)Form for after-the-fact
approval of the Sand Hill Rd @ Russell Ave/Davenport Rd Sewer Replacement project in Asheville,NC.
Attached to the PCN Form are three copies of each of the following, forwarded to you by Zan Price,PE,at the
DWQ Asheville Regional Office:
• List of deed of references to supplement Section B.1 of the PCN form
• Copy of 11"x17"plans for the project
• HPOWEB GIS Service print out of subject project area
• NC Floodplain Mapping Program map of subject project area
A copy of the PCN form was sent to Byron Hamstead(NC Fish&Wildlife)and Andrea Leslie(NC Wildlife
Resources Commission)on March 27,2017. Comments have not been received.
Please feel free to contact me by phone at(828)225-8269 should you have questions regarding the proposed
project.
Sincerely
Azitdir
Shaun Armistead,PE
MSD Project Engineer
-Protecting Our Natural Resources-
2028 Riverside Drive, Asheville, North Carolina 28804 Telephone: [phone] FAX [phone] Website:www.msdbc.org

„ ,S ,,
�p Metropolitan Sewerage District
OF BUNCOMBE COUNT, NORTH CAROLINA
x _
a,L4 sews,” ,,,
d
RECEIVED
DMsion of w-_ur Resources
March 27, 2017
MAR 2 7 2017
Zan Price,PE
NCDENR-Asheville Regional Office
WaterWater Ouallty Regional Operations
Quality Operations Section
Asheville Re•Tonal Office
2090 U.S.Hwy. 70
Swannanoa,NC 28711
Mr.Price,
The Metropolitan Sewerage District of Buncombe County,NC(MSD)is submitting the enclosed Pre-
Construction Notification(PCN)Form for after-the-fact approval of the Sand Hill Rd @ Russell Ave/Davenport
Rd Sewer Replacement project in Asheville,NC. Attached to the PCN Form are four copies of each of the
following:
• List of deed of references to supplement Section B.1 of the PCN form
• Copy of 11"x17"plans for the project
• HPOWEB GIS Service print out of subject project area
• NC Floodplain Mapping Program map of subject project area
A copy of the PCN form was sent to Byron Hamstead(NC Fish&Wildlife) and Andrea Leslie(NC Wildlife
Resources Commission) on March 27,2017. Comments have not been received.
Please feel free to contact me by phone at(828)225-8269 should you have questions regarding the proposed
project.
Sincerely,
54"
Shaun Armistead,PE
MSD Project Engineer
ill
APR 112017
DEQ-WA E' RE OU- S
401& :UFFRPE-M ■
—Protecting Our Natural Resources-
2028 Riverside Drive, Asheville, North Carolina 28804 Telephone: [phone] FAX[phone] Website:www.msdbc.org

Wcri,
\NAT6-, - \� Office Use Only:
Cors action ID no.
'. DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la. Type(s)of approval sought from the Corps: Section 404 Permit Section 10 Permit
lb.Specify Nationwide Permit(NWP)number: 12 or General Permit(GP)number:
1c. Has the NWP or GP number been verified by the Corps? Yes X No
1 d. Type(s)of approval sought from the DWQ(check all that apply):
X 401 Water Quality Certification—Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification—Express Riparian Buffer Authorization
le. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
X Yes No X Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu Yes X No
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes,answer 1h Yes X No
below.
1h. Is the project located within a NC DCM Area of Environmental Concern(AEC)? Yes X No
2. Project Information
2a. Name of project: @ p l'"' 1''':''erect No. 011093
Sand Hill Rd Russell St/Daven o Rd Sewer�l �.�,� •�
2b. County: Buncombe
2c. Nearest municipality/town: Asheville M ISR 2 7 2017
2d. Subdivision name: N/A
2e. NCDOT only,T.I.P.or state project no:
3. Owner Information WaterOu�hY o
pshvviMe RSnional Office
3a. Name(s)on Recorded Deed: Metropolitan Sewerage District-ease en older. For property owners, see attached
3b. Deed Book and Page No. see attached
3c. Responsible Party(for LLC if Metropolitan Sewerage District of Buncombe County, NC
applicable):
3d. Street address: 2028 Riverside Drive
3e. City,state,zip: Asheville, NC 28804
3f. Telephone no.: 828-225-8269 (direct line for Shaun Armistead-primary contact)
3g. Fax no.: 828-232-5537
3h. Email address: [e-mail]
Page 1 of10
PCN Form —Version 1.4 January 2009

A
4. Applicant Information(if different from owner)
4a. Applicant is: Agent X Other,specify: Sanitary Sewer District
4b. Name: Thomas E. Hartye, General Manager
4c. Business name Metropolitan Sewerage District of Buncombe County, NC
(if applicable):
4d. Street address: 2028 Riverside Drive
4e. City,state,zip: Asheville, NC 28804
4f. Telephone no.: 828-225-8399
4g. Fax no.:
4h. Email address: [e-mail]
5. Agent/Consultant Information(if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City,state,zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): See attached
1 b. Site coordinates(in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Unnamed tributary of Hominy Creek
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: French Broad River
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:This site is dense residential,sloping toward the unnamed tributary of Hominy Creek,and then generally Southwest,
following the flow lines of the creek. The unnamed tributary runs along the rear of all properties along the project between Sand Hill Rd
and Vermont Ave. The area along the creek is a mix of newly developed residential properties with manicured lawns going to the top of
bank and areas of moderate undergrowth and trees.
3b. List the total estimated acreage of all existing wetlands on the property:0
3c. List the total estimated linear feet of all existing streams(intermittent and perennial)on the property:2000 LF perennial
3d. Explain the purpose of the proposed project:This project is to replace existing sanitary sewer lines,which are in poor condition. The
existing lines will be replaced with new ductile iron pipe with gasketed joints,which will reduce the potential of exfiltration of sewer flow,as well as
infiltration of groundwater.
3e. Describe the overall project in detail,including the type of equipment to be used:The overall project consists of 2,341 LF of sanitary sewer line
running along an unnamed tributary of Hominy Creek,and making seven(three mainline,four side line)crossing. All crossings are sub-aqueous,encased in concrete. MSD will acquire a 20 ft wide
permanent easement along the new line. All stream impacts for this project will be temporary.
This project will involve digging a 5-15 ft deep trench,approximately 4 feet wide using a trench excavator. Upon completion of the sewer installation,the excavator and other small equipment will be
used to grade the disturbed area back to its original contours. Creek crossings will be bypass pumped during construction,to install the sewer line in drier conditions and minimize creek impacts.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the Yes X No Unknown
Corps or State been requested or obtained for this property/
project(including all prior phases)in the past? Comments.
4b. If the Corps made the jurisdictional determination,what type Preliminary Final
of determination was made?
4c. If yes,who delineated the jurisdictional areas? Agency/Consultant Company:
Name(if known): Other:
4d. If yes,list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for Yes X No Unknown
this project(including all prior phases)in the past?
5b. If yes,explain in detail according to"help file"instructions.
6. Future Project Plans
6a. Is this a phased project? Yes X No
6b. If yes, explain.

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project(check all that apply):
Wetlands X Streams—tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site,then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f. Area
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction of
number Corps (404,10) or impact
Permanent(P)or DWQ(401,other) (acres)
Temporary(T)
W1
W2
W3
W4
W5
W6
2g.Total Wetland Impacts:
2h.Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts(including temporary impacts)proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial(PER)or Type of Average Impact
number intermittent(INT)? jurisdiction stream length
Permanent(P)or width (linear
Temporary(T) (feet) feet)
S1 P Sewer crossing Unnamed PER Corps 10 8
S2 P Sewer crossing Unnamed PER Corps 7 8
S3 P Sewer crossing Unnamed PER Corps 7 8
S4 P Sewer crossing Unnamed PER Corps 5 8
S5 P Sewer crossing Unnamed PER Corps 5 8
S6 P Sewer crossing Unnamed PER Corps 5 8
S7 P Sewer crossing Unnamed PER Corps 5 8
3h.Total stream and tributary impacts 56
3i. Comments: All crossings are at least two feet below the stream channel and encased in concrete. Five of the crossings
replace existing crossing,while two are new crossing required due to relocation of the sewer line to accommodate existing or
proposed houses. The project eliminates many aerial crossing of both the main sewer line and private service lines.
Page 4 of 10
PCN Form —Version 1.4 January 2009

•
4. Open Water Impacts
If there are proposed impacts to lakes,ponds,estuaries,tributaries,sounds,the Atlantic Ocean,or any other open water of
the U.S.then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable Type of impact Waterbody Area of impact(acres)
Permanent(P)or type
Temporary(T)
01
02
03
04
4f.Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed,then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts(acres) Stream Impacts(feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1
P2
5f.Total:
5g. Comments:
5h. Is a dam high hazard permit required? Yes No If yes, permit ID no:
5i. Expected pond surface area(acres):
5j. Size of pond watershed(acres):
5k. Method of construction:
6. Buffer Impacts(for DWQ)
If project will impact a protected riparian buffer,then complete the chart below. If yes,then individually list all buffer impacts
below. If any impacts require mitigation,then you MUST fill out Section D of this form.
6a. Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number— mitigation impact impact
Permanent(P)or required? (square (square
Temporary(T) feet) feet)
B1
B2
B3
B4
B5
B6
6h.Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. This project has been
designed to utilize existing easements and creek crossing where possible,eliminate aerial crossings,and reduce exfiltration and infiltration between the
sewer line and the creek. To minimize erosion during construction,silt fence is used during construction,and the disturbed area is re-seeded and
covered with straw after backfilling and grading. Stream bank stabilization is installed at all creek crossings,once the sewer line installation is
complete.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The
construction limits have been defined to utilize existing disturbed areas,where possible. Project specifications require the contractor to clear the
permanent easement area and only those areas of the temporary construction easement as necessary to install the new sewer line and complete any
construction activities.
2. Compensatory Mitigation for Impacts to Waters of the U.S.or Waters of the State
2a. Does the project require Compensatory Mitigation for Yes X No
impacts to Waters of the U.S.or Waters of the State?
2b. If yes, mitigation is required by(check all that apply): DWQ Corps
Mitigation bank
2c. If yes,which mitigation option will be used for this Payment to in lieu fee program
project?
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Quantity:
3b. Credits Purchased(attach receipt and letter) Type: Quantity:
Type: Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a.Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation,stream temperature:
4d. Buffer mitigation requested(DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal(tidal)wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form—Version 1.4 January 2009

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

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

F. Supplementary Information
1. Environmental Documentation(DWQ Requirement)
1 a. Does the project involve an expenditure of public(federal/state/local)funds or the Yes X No
use of public(federal/state)land?
1 b. If you answered"yes"to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State Yes No
(North Carolina) Environmental Policy Act(NEPA/SEPA)?
1c. If you answered"yes"to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) Yes No
Comments:
2. Violations(DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules(15A NCAC 2H .0500), Isolated
Wetland Rules(15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, Yes No
or Riparian Buffer Rules(15A NCAC 2B.0200)?
2b. Is this an after-the-fact permit application? X Yes No
2c. If you answered"yes"to one or both of the above questions,provide an explanation of the violation(s): Property owner
complaint of cloudy water brought DWQ representative out to site, it was discovered that no COE permit had been issued for
the project.
3. Cumulative Impacts(DWQ Requirement)
3a. Will this project(based on past and reasonably anticipated future impacts)result in Yes X No
additional development,which could impact nearby downstream water quality?
3b. If you answered"yes"to the above,submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered"no,"provide a short narrative description.
4. Sewage Disposal(DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition(non-discharge or discharge)of wastewater generated from
the proposed project,or available capacity of the subject facility.
This project is for the installation of a new sewer main which will provide better flows, reduce infiltration/exfiltration
between the natural stream flows and the sewer flows, and will reduce sanitary sewer overflows(SSOs). It is anticipated
that replacing the existing line with a new ductile iron line will reduce sewer flows from this area, and overall flow into
MSD's treatment plant.
Page 9 of 10
PCN Form —Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat(Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act X Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
US Fish and Wildlife Services, Copy of PCN was sent concurrently to all appropriate agencies
6. Essential Fish Habitat(Corps Requirement)
6a.Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NC Wildlife Resources Commision, Copy of PCN was sent concurrently to all appropriate agencies
7. Historic or Prehistoric Cultural Resources(Corps Requirement)
7a. Will this project occur in or near an area that the state,federal or tribal
governments have designated as having historic or cultural preservation Yes X No
status(e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC Department of Cultural Resources, State Historic Preservation Office GIS Mapping
8. Flood Zone Designation(Corps Requirement)
8a.Will this project occur in a FEMA-designated 100-year floodplain? Yes X No
8b. If yes, explain how project meets FEMA requirements:
8c.What source(s)did you use to make the floodplain determination? FEMA Map No. 3700962800J, Dated 1/6/2010
Thomas E. Hartye, General Manager;
Metropolitan Sewerage District of , " 3127 f 1"7
Buncombe County, NCw�
Applicant/Agent's Printed Name Applicant/Agent's Signature(Agent's Date
signature is valid only if an auth iization letter
from the applicant is provided.)
V
Page 10 of 10

Deed References for Sand Hill Rd @ Russell Ave/Davenport Rd creek crossings
Crossing STA Lat,Long PIN Property Owner Deed Reference Plat Book Physical Address
line'B'STA 0+20 35.5728386°,-082.6009783° 9628-92-4850 Jimmy D.&Geraldine Banks 1174/653-655 PB 7 Page 100,Lots 33-35 260 Sand Hill Rd
line'D'STA 0+35 35.5733804°,-082.6007870° 9628-92-4929 Jimmy D.&Geraldine Banks 1174/653,655,659 PB 7 Page 100,Lots 28-30 '°250 Sand Hill Rd
line'A'STA 7+50 35.5735337°,-082.6005313° 9628-93-5130 Thomas L.&Christine Osteen 5273/839 PB 7 Page 100 244 Sand Hill Rd
line'E'STA 0+15 35.5746158°,-082.5996405° 9628-93-8409 Darrell&Ellen Hess 5483/1061 PB 144 Page 132 212 Sand Hill Rd
line'A'STA 15+17 35.5752642°,-082.5991914° 9638-03-0309 Westwood Cohousing Homeowners'Association 1999/304 PB 70 Page 176 156 Sand Hill Rd
line'G'STA 0+25 35.5757284°,-082.5992053° 9638-03-0808 Nicholas Sorlien and Sally Vacca 3969/686 PB 5 Page 58 152 Sand Hill Rd
line'A'STA 18+45 35.5760177°,-082.5990903° 9638-03-0924 Doug Chancey&Elizabeth Hahn 5485/113 PB 5 Page 58 148 Sand Hill Rd

AN
Sand Hill Rd flood map Mar 23, 2017
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__________ ___ _______. _ ___
., SAND HILL ROAD
RUSSELL / DAVENPORT ....
RECEIVED CeS
Division of Wats+
SANITARY SEWER REHABILITATION •
1�M 272017
( PROJECT N O . 2 01 1 093 ) Water Qual'!ty Reg!°nal Operations
Asheville Re.. Office
INDEX OF DRAWINGS MSD OF BUNCOMBE COUNTY
SHEET NO. DESCRIPTION
C-1 INDEX OF DRAWINGS AND LOCATION MAP
PL-1 SANITARY SEWER OVERALL PLAN
PL-2 S SANITARY SEWER PLAN&PROFLE �,� SESEINER, �,
PLd SANITARY SEWER PLAN dPROFILE
DLJ SANITARY SEWER PROFILE /� LEGEND
D-i SANITARY SEWER DETAILS OQ /``�. EX1.4TNNG—.co ITEMS PROPOSED
0-2 SANITARY SEWER DETAILS V'f a SEWER CLEANANNOUT —O CO
/' SEWER MANHOLE
Tl SEWER MANHOLE TO REMAIN 0
.__.._.._._..._ W _ Jam.-' -.--. .- SEWER LINE
-- - -- PERMANENT EASEMENT — —
'1 TEMPORARY EASEMENT
SILT FENCE LINE7--
REPAIR •
GENERAL NOTES TO PROJECT PLANS AND SPECIFICATIONS: ��1T �� o---•� ^'- WATER LINE
�G4e4,
�� .�(<`� a/ ROCK WALL LINE
_ Q -...—...—...—...—...- STREAM/CREEK
1.THE CONTRACTOR SHALL LOCATE AND EXPOSE ALL EXISTING UNDERGROUND UTILITIES TO BE AFFECTED BY WORK UNDER THIS CONTRACT SUFFICIENTLY �if�. -' GQ� ---w---uc— GAS LINE
AHEAD OF CONSTRUCTION TO ALLOW THE PROJECT ENGINEER TO REDESIGN.AS NECESSARY.CONFLICTS WITH SUCH UTILITIES THAT MAY BE FOUND TO O� a+ - OVER HEAD UTILITY LINE
BE DIFFERENT THAN SHOWN ON THESE PLANS. C/'��� �� NC ONE CALL �,- �.,.
UNDERGROUND UTILITY
2 THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE NC ONECALL STATUTES AND SHALL HAVE ALL EXISTING UNDERGROUND UTILITIES `'LINT V' (TOLL FREE) ='�-g-:'Rs-®c7• STORM DRAINAGE PIPE
WITHIN 500 FEET O ANY EXCAVATION SITE AND/OR PIPE TRENCH,LOCATED AND MARKED PRIOR TO BEGINNING SUCH EXCAVATION.THE CONTRACTOR —--—--— PROPERTY UNE
SHALL PROTECT ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS OR MARKED BY NC ONECALL FROM DAMAGE BY 811} -- ROW LINE
CONSTRUCTION OR CONSTRUCTION RELATED ISSUES.N ADDITION,IF ANY UNDERGROUND OR ABOVEGROUND UTILITY OR OTHER IMPROVEMENT BE - FENCE UNE
FOUND THAT IS NOT SHOWN ON THESE PLANS OR IS FOUND TO BE DIFFERENT THAN AS SHOWN ON THESE PLANS OR IS FOUND TO BE DIFFERENT THAN AS
I LOCATED BY NC ONECALL HE SHALL IMMEDIATELY STOP HIS CONSTRUCTION AND NOTIFY THE MSD PROJECT ENGINEER AND SHALL MODIFY HISDITCH LINE
CONSTRUCTION,AS MAY BE NECESSARY,(AND AS APPROVED BY MSD)TO INSURE THAT SUCH UTILITIES AND/OR IMPROVEMENTS ARE ADEQUATELY W W W IICLEII OIU TOE/TOP OF SLOPE
PROTECTED FROM DAMAGE BY CONSTRUCTION OR CONSTRUCTION RELATED ISSUES.ALL CONSTRUCTION MODIFICATIONS SHALL BE APPROVED BY THE TREE UNE
r MSD PROJECT ENGINEER PRIOR TO THE CONTRACTOR RESTARTING CONSTRUCTION.THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS DIAL 811 BEFORE •
SHRUB LINE
S! OF ANY AND ALL UTILITIES AND/OR IMPROVEMENTS AS MAY BE DAMAGED BY CONSTRUCTION OR CONSTRUCTION RELATED ISSUES(WHETHER SHOWN OR YOU DIG! •
S NOT SHOWN UPON THE PROJECT PLANS)AND SHALL INSTALL,OPERATE,AND MAINTAIN SUFFICIENT PROTECTION MEASURES,DEVICES AND EQUIPMENT TO CONCRETE
SS PROTECT ALL UTILITIES,PROPERTIES AND THE GENERAL PUBLIC,WITHIN THE LIMITS OF THIS PROJECT OR AREAS IMMEDIATELY ADJACENT THERETO,FROM i'1400-612.4940) GRAVEL AREA(RIP-RAP)
HARM OR DAMAGE BY CONSTRUCTION OR CONSTRUCTN RE ATED ISSUES. ITS THE
LAW I ASPHALT ROADWAY
I
3.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. 4_!
t IJ BUILDINGS
-' MAJORCONTOUR
I 4.THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF'AS-BUILT INFORMATION RELATING TO THE LOCATION OF SERVICE WYES.TEES.CLEAN OUTS. - MINOR CONTOUR
SEWER MAINS,MANHOLES,AND ALL INVERT ELEVATIONS,RIM ELEVATIONS AND OTHER INFORMATION AS MAY BE PERTINENT TO THE LOCATION OF THE
i SEWER FACILITY AND SHALL SUBMIT TO THE PROJECT ENGINEER,A COMPLETE FILE AND RECORD OF SUCH INFORMATION PRIOR TO"FINAL COMPLETION' r_r—� ABANDON SEWER MH la
{ OF CONSTRUCTION.ANY UTILITY OR OTHER IMPROVEMENT THAT IS FOUND NOT TO BE AS SHOWN IN THE PROJECT PLANS SHALL BE CORRECTLY SHOWN t� • EXISTING IRON PIPE(ENP)
7 ON THE'AS BUILT INFORMATION PROVIDED BY THE CONTRACTOR. PROJECT�`�ECT Si TE
vrrFlarilligt
y.i �� v • TRAVERSE STATION
5.ALL WORK ON THIS PROJECT SHALL COMPLY WITH THE CURRENT STANDARD DETAILS AND SPECIFICATIONS OF THE METROPOLITAN SEWERAGE DISTRICT ^I o WATER METER(VJM)
i OF BUNCOMBE COUNTY(MSD).IN ADDITION.ALL WORK SHALL COMPLY WITH ALL STATE,LOCAL AND FEDERAL RULES,LAWS,STATUTES AND OTHER ' i �Pi I` '-`I O FIRE HYDRA NT(FH)
1 REQUIREMENTS,AS MAY BE APPLICABLE TO THIS PROJECT AND WORK DONE HEREUNDER.WHERE APPLICABLE STATE,LOCAL OR FEDERAL LAWS REQUIRE VI
°° WATER VALVE(WV)
THAT A PERMIT BE ISSUED AND OBTAINED FOR WORK DONE UNDER THIS PROJECT,THE CONTRACTOR AND ALL WORK PERFORMED BY THE CONTRACTOR �� ���'�"' I MAILBOX(MB)
I SHALL BE DONE IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS SETFORTH IN THE PERMIT APPLICATION AND WITH ANY AND ALL „ • UTILITY POLE(UP)
REQUIREMENTS THAT MAY BE ATTACHED BY MSD AS SPECIAL PROVISIONS AND OTHER REQUIREMENTS TO THE PERMIT APPLICATION OR THAT MAY BE ,, � ^ •
FIBER OPTIC BOX&RISER
ATTACHED BY STATE,LOCAL AND/OR FEDERAL AGENCIES TO THE PERMIT AS CONDITIONS OF ISSUANCE OR APPROVAL SUCH PERMITS ANO/OR
•
AGREEMENTS SHALL INCLUDE(BUT NOT BE LIMITED TOk NCDOT RIGHT OF WAY ENCROACHMENT AGREEMENT,NCDENR EROSION CONTROL PERMIT, �4
� y' � �- GUY WIRE
NCDWQ WATER QUALITY NON-DISCHARGE PERMIT AND CITY OF ASHEVIU.E PAVEMENT CUT PERMIT. �; CURB INLET(G)
1 � ,� FINISHED FLOOR ELEVATION(FEE)
8.THE CONTRACTOR SHALL COMPLY WITH ALL STATE,LOCAL AND FEDERAL HEALTH AND SAFETY LAWS,RULES.REGULATIONS AND REQUIREMENTS Ili
(INCLUDING STATE AND FEDERAL OSHA REGULATIONS)AS MAY BE APPLICABLE TO WORK PERFORMED UNDER THIS CONTRACT. TREE! lillLI1 ill 11
17.ALL PROPERTY LINES SHOWN ON THESE PLANS SHALL BE CONSIDERED AS APPROXIMATE LOCATIONS.THE CONTRACTOR SHALL REFER TO MSDS RIGHT OWAY EASEMENT MAPS FOR THE ACCURATE LOCATION OF ALL PROPERTY LINE,EASEMENT LIMITS,LEGAL DESCRIPTIONS AND OTHER ISSUES RELATED TO ®.f .
THE LOCATION OF MSD'S SEWER LINE EASEMENTS UPON OR ACROSS PRIVATE OR PUBLICLY OWNED PROPERTIES WITHIN THE BOUNDARIES OF THIS
PROJECT. MIMI
®l SEPARATION STATEMENT
•
_ 1\1111111/
I 8.ALL EXISTING
SDNG AROPROPERTY
T CORNT GIRS.DPROR ORMONUMENTS
NANDSAT ARE
RREMOVED
AC DORNDDISTURBED
TO STANDARDS BYRCOANDCONSTRUCTION
REMENTS PROJF THE ECT
SBOALLBE D O { i 'PtH 88R0�,�. SEWERS SHALL BE WD AT LEAST 10 FEET HORIZONTALLY FROM NW EXISTING OR PROPOSED WATER WJN.
"' `• O:f /o'• SEWERS CROSSING WATER MAINS BE WD TO PROVIDE A MINIMUM VERTICAL DISTANCE(ILEAL)OF 1D INDIES.TSR:CROSSING
REGISTRATION OF ENGINEERS AND LAND SURVEYORS FOR CLASS'B'PROPERTY SURVEYS.IF SAID PROPERTY CORNER,IRON OR MONUMENT IS SHOWN !� : ill
=.e 1 1 SMALL REARRANGED SUCH THAT SHALL SEWER JOINTS ROVI BE MINIMUM VE MOLD FAR STANCE(LEAK/FROM THE WATER MARL.
UPON THE PROJECT PLANS AND IS WITHIN THE LIMITS OF THE PERMANENT RIGHT OF WAY OF THE SEWER LINE,AS SHOWN UPON THESE PLANS OR IS '
•i
WITHIN AN AREA THAT WOULD(IN THE OPINION OF MSD'S PROJECT ENGINEER)LIKELY BE DISTURBED BY NORMAL SEWER LINE CONSTRUCTION;MSD WILL 5 i lT: — WHEN THIS VERTICAL INSTANCE IS NOT POSSIBLE TO OBTAIN THE SEWER LIRE sews BE caNSTRucTEn OF DUCTILE IRON PIKE.
PAY FOR THE REPLACEMENT OF SAID CORNERS,IRONS AND MONUMENTS AT THE CONTRACT UNIT PRICE PER PROPERTY CORNER REPLACED.THE VICINITY MAP ..,;/,?.P p: 9O9R
CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL OTHER PROPERTY CORNER REPLACEMENTS. NB kW DINE•' g R
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