20211837 Ver 1_More Info Received_20220216

Moore, Andrew W
From: Jennifer Robertson <[e-mail]>
Sent: Wednesday, February 16, 2022 1:37 PM
To: Anderson, Mitchell L
Cc: Moore, Andrew W; Leslie, Andrea J; Brown, David W CIV USARMY CESAW (USA); Jesse
Hanlin
Subject: [External] RE: Request for Additional Information - DWR 21-1837, The Cottages at Roper
Farm (Banner Farm Road)
Attachments: 20002 DOCUSIGN Rev4 NCDEQ Stream Comments 2022-02-16.pdf; 1
_SoilsReport_Roper_Farms_II.pdf; Site Plan and Impact Map.pdf; PCN Revised.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Mitchell,
Attached are the construction plans, soils report, revised impact exhibit, and revised PCN. Jesse does not
think that the sewer permit has been issued yet (the developer is handling that) however the attached soils
report findings support 32 3-4 bedroom homes. The post construction stormwater plans have been reviewed
by Mills River and they only had minor comments including requiring copies of the stream crossing approvals.
Mills River will approve the plan once the 404 and 401 are obtained.
Please let me know if you need anything else.
Thank you,
Jennifer L Robertson, President
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, NC 28211
[phone] office
[phone] mobile
www.atlasenvi.com
Offices in Asheville and Charlotte
IRONMENTAL
From: Anderson, Mitchell L <[e-mail]>
Sent: Tuesday, February 15, 2022 4:47 PM
To: Jennifer Robertson <[e-mail]>
Cc: Moore, Andrew W <[e-mail]>; Leslie, Andrea J <[e-mail]>; Brown, David
W CIV USARMY CESAW (USA) <[e-mail]>
Subject: Request for Additional Information - DWR 21-1837, The Cottages at Roper Farm (Banner Farm Road)
Hello Ms. Robertson,
1

I regret not getting this request to you sooner. Your application was mistakenly forwarded to the wrong reginal office.
However, this application has recently been received in the correct regional office and is currently under review. Please
see the request for additional information below.
On December 20, 2021, the Division of Water Resources (Division) received your application requesting a 401 Water
Quality Certification from the Division for the subject project. The Division has determined that your application is
incomplete and cannot be processed. The application is on -hold until all of the following information is received:
1. Have the septic field area and potential septic field areas been permitted to accept wastewater from all the
residences within the development? [15A NCAC 02H .0502(a)]
2. The development is within a Phase II and water supply watershed. Therefore, a review of post -construction
stormwater management should be reviewed by the local water supply watershed coordinator, regardless of
the percentage of built upon area. Please confirm with Henderson County that they will be reviewing the post -
construction stormwater plan for the development. [15A NCAC 02H .0506(b)(1)]
3. Please provide a detailed engineering plan, profile view, and cross-section of all proposed culverts. These
drawings must include details regarding stream alignment in relation to pipe alignment, pipe slope, pipe burial,
and dissipater pad. Culverts must be placed below the elevation of the stream bed by one foot for all culverts
with a diameter greater than 48 inches and 20 percent of the culvert diameter for culverts having a diameter
less than 48 inches. [15A NCAC 02H .0502(a)(9)]
4. All work in or adjacent to streams shall be conducted so that the flowing stream does not come in contact with
the disturbed area. Therefore, dewatering methods will be necessary to temporarily dewater the stream
channel during pipe installation. Please provide a construction sequence that details the method of dewatering
to be utilized at the site and the sequence of construction events to be followed to ensure compliance with this
condition. In addition, please ensure that the location of the temporary impacts are shown on the construction
drawings and clearly indicated in the revised impact table. [15A NCAC 02H .0506(b)(3) and (c)(3)]
Pursuant to Title 15A NCAC 02H .0502(e), the applicant shall furnish all of the above requested information for the
proper consideration of the application. Please respond in writing within 30 calendar days. If all of the requested
information is not received within 30 calendar days of receipt of this letter, the Division will be unable to approve the
application and it will be denied as incomplete. The denial of this project will necessitate reapplication to the Division
for approval, including a complete application package and the appropriate fee.
Please be aware that you have no authorization under the Section 401 of the Clean Water Act for this activity and any
work done within waters of the state may be a violation of North Carolina General Statutes and Administrative Code.
Thank you,
Mitchell Anderson
Environmental Specialist — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
828-296-4662 office
[e-mail]
2

-1:1E
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
3

MOUNTAIN SOILS, INCORPORATED
71 LEDFORD DRIVE FRANKLIN, NC 28734
EMAIL: [e-mail]
OFFICE: [phone] CELL: [phone]
ON -SITE SOIL AND SITE EVALUATION
Roper Farm Subdivision
31-Acre Tract in Mills River, NC
PIN# 9630-77-6176
Henderson County, North Carolina
Prepared by:
MOUNTAIN SOILS, INC.
(25Y
Steven J. Melin, LSS, #1254
November 15, 2021

MOUNTAIN SOILS,INCORPORATED
71 LEDFORD DRIVE FRANKLIN, NC 28734
EMAIL: [e-mail]
OFFICE: [phone] CELL: [phone]
INTRODUCTION
Mountain Soils, Inc (MSI) conducted an onsite wastewater feasibility study on an approximate 31-
acre tract off of Banner Farm Road in Mills River (Henderson County), North Carolina. The
evaluation for Roper Farm Subdivision was performed to see if lots are able to be accommodated
with onsite wastewater systems.
The soil/site evaluation was performed using hand turned auger borings, under moist soil
conditions. In this evaluation, MSI utilized GPS (capable of sub -meter accuracy), Henderson
County GIS data, and aerial photography to determine locations of auger borings, existing roads,
proposed property lines, streams, and other noteworthy features (please note that all locations are
approximate). The property was evaluated in accordance with North Carolina statutes for waste
disposal ("Laws and Rules for Sewage Treatment and Disposal Systems", (amended June 2016)) as
part of the planning process to evaluate areas of soil with potential for subsurface wastewater
disposal.
In order to determine the potential of a site to accommodate onsite wastewater systems, a thorough
analysis and understanding about the characteristics of the site, especially the soil, are necessary to
determine how the system will perform. The soil functions as a biological, chemical and physical
treatment medium for the wastewater, as well as a porous medium to disperse the wastewater in the
receiving environment as it percolates to the groundwater. Therefore, a careful and thorough site
evaluation with emphasis on soil characteristics is necessary to assess the capacity of the site to
hydraulically accept wastewater.
PRIMARY INVESTIGATOR'S CREDENTIALS
Steven J. Melin: N.C. Licensed Soil Scientist (Certification # 1254)
Environmental /Soil Science Consultant (20+ years)
Education: M.S. Natural Resource Administration - Soil Science Emphasis, North Carolina
State University; Raleigh, NC
B.S. Watershed Management, Soil Science Minor, University of Wisconsin -
Stevens Point, Stevens Point, WI
METHODOLOGY
The site was investigated in May 2021 and September 2021 by making observations of the
landscape (slope, drainage patterns, past use, etc.) as well as soil properties (depth, texture,
structure, seasonal wetness, restrictive horizons, etc.) with auger borings to depths >48 inches when
possible. These borings were advanced in specific landscape positions on the parcel. Also, the area
was extensively probed to determine if restriction due to shallow rock is present. Each boring was
GPS'ed and labeled in the field.

MOUNTAIN SOILS,INCORPORATED
71 LEDFORD DRIVE FRANKLIN, NC 28734
EMAIL: [e-mail]
OFFICE: [phone] CELL: [phone]
SITE FEATURES (+Noteworthy features which can restrict onsite wastewater)
At the time of the surveys, the majority of the property was in open pasture land. Typical slopes
ranged from 10% to 39%+. One jurisdictional stream is present. Please note that surface waters
require a 50' setback distance for tanks and drainfields (without advanced pretreatment). No wells
were located, however this tract nor adjacent tracts were not extensively searched. Please note that
wells require a 100' setback (which sometimes can be reduced to 50' for individual wells (without
encountering saprolite).
SOIL CHARACTERISTICS
Twenty-eight (28) borings and pits were advanced/evaluated at the site in addition to extensively
probing to determine depth(s) to restrictive rock layers. Soil probing was done to confirm depths
represented by the auger borings. Soil borings were advanced in representative landscape positions
in areas likely to be outside the house footprint. From these observations, potential areas for
wastewater disposal were identified.
Soil Unit 1:
These soils have the greatest potential to accommodate subsurface wastewater system(s). The pits
typically reveal a sandy loam to loam surface horizon. The subsurface contains a clay loam texture
with moderate subangular blocky structure. A friable, sticky, plastic (slightly expansive),
consistency is noted. Hand textured, soil morphological loading rates (LTAR) typically assigned
were 0.40 gallons/ft2/day (Group III). Saprolite was not typically encountered. Typically no
restrictions were encountered in these auger borings or the restriction is deep enough in the soil
profile not to limit its potential to accommodate an onsite wastewater system.
These pits are representative of soils typically permitted for "conventional" systems (25%
Reduction type systems) or sometimes 10" LDP type systems on steeper slopes. Please note that
additional borings / pits will likely be required for permitting.
Soil Unit 2:
These soils also have very good potential to accommodate subsurface wastewater system(s). These
soils are similar to Soil Unit 1, however restriction (typically rock or fragmented rock), are shallow
that an engineered system (Aerobic Pretreatment Drip Irrigation) is required to augment shallower
soil conditions. These systems are more expensive and require an operator. Please note that
additional auger borings / pits will likely be required for permitting.

MOUNTAIN SOILS,INCORPORATED
71 LEDFORD DRIVE FRANKLIN, NC 28734
EMAIL: [e-mail]
OFFICE: [phone] CELL: [phone]
CONCLUSIONS
Overall, the soils data gathered at the site is consistent with data approved by the local permitting
authority (Henderson County Health Department) for onsite wastewater systems.
Overall, the site has potential to accommodate wastewater with onsite wastewater systems for 3 to
4-bedroom homes for 32 lots. Please note that the placement of structures/houses, wells and
driveways must allow adequate area for septic drainfields. It should be noted that wells should be
placed in areas less suited for onsite wastewater
Additional borings / pits will need to be advanced / excavated to determine ideal trench depths and
location of the onsite wastewater systems. It is recommended that we work together during the
planning and permitting process to ensure that the lot configuration will allow adequate space for
the use of onsite wastewater systems.
The findings presented herein represent MSI's professional opinion based on our site and soils
evaluation and knowledge of the current laws and regulations governing on -site wastewater systems
in North Carolina (Section .1900 of the North Carolina Administrative Code). This report is
provided for preliminary planning purposes. Individual Improvement / Authorization to Construct
Permits must be issued by the Henderson County Health Department (however, privatization which
started in July 2016 allows an alternative to the County).
We appreciate the opportunity to provide with you with our services. If you have any questions
please do not hesitate to contact us.
Sincerely,
s p �, .ass
Steven J. Melin, LSS
Mountain Soils, Inc.

DocuSign Envelope ID: B1438177-4731-46FC-94B3-DAE177E72519
Sitework P
CIVIL ENGINEER
CO AG S A ROP R ARM
©
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
DRAWN BY:
WJH
PREVISIONS:
/11\ 11/22/2021 ESC-STORMWATER SUBMITTAL
12/09/2021 TOWN COMMENTS
n 12/21/2021 TOWN AND STATE COMMENTS
/4\ 02/16/2021 NCDEQSTREAM COMMENTS
PROJECT #
20002
ORIGINAL ISSUE DATE:
11/16/2021
BLUE RIDGE ENGINEERING PLLC
W. J ESS E HAN LI N, PE
924 MAIN STREET, SUITE 200
NORTH WILKESBORO, NC 28659
[phone]
PLANNING & ZONING DEVELOPER
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MOORE AND SON SITE CONTRACTORS
TOWN OF MILLS RIVER
MICHAEL MALECEK BRIAN KIRK
124 TOWN CENTER DRIVE 103 McDOWELL ROAD
MILLS RIVER, NC 28759 MILLS RIVER, NC 28759
[phone] [phone]
STORM WATER EROSION CONTROL
Blue Ridge Engineering PLLC
Ilk 924 Main Street - Suite 200
North Wilkesboro, NC 28659
336.838.2500
www.ridge.blue
Firm #P-0205
NCDEQ- LAND SECTION
QUALITY
TOWN OF MILLS RIVER
124 TOWN CENTER DRIVE FRED WALKER, PE
MILLS RIVER, NC 28759 2090 US-70 HIGHWAY
[phone] SWANNANOA, NC 28778
[phone]
WATER EROSION CONTROL CONTACT
H
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RIVER
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NC
CITY OF HENDERSONVILLE WATER
MOORE AND SON SITE CONTRACTORS
305 WILLIAMS STREET BRIAN KIRK
HENDERSONVILLE, NC 28792 103 McDOWELL ROAD
[phone] MILLS RIVER, NC 28759
[phone]
Project Narrative
Prepared for:
MOORE AND SON SITE
CONTRACTORS
ATTN: Brian Kirk
103 McDowell Road
MILLS RIVER, NC 28759
[e-mail]
This project consists of development of a 31.9+ acre tract, PIN 9630776176,
subdivision is proposed. Development will include three new private
along Banner Farm Road. Each lot will be served by septic and
this project. The subject property is in the Henderson County Farmland
public
residential
water.
Preservation
located on Banner Farm Road in Mills River, NC. The property is currently vacant. A new 32 lot single family residential
streets, stormwater and drainage features, and a water main extension. Access will be provided via a new driveway
Water service is provided by the City of Hendersonville Water. Stream disturbance and filling of wetlands is proposed for
program.
Vicinity Map
Site Map
Drawing Index
#
Sheet Title
Cover Sheet
The Cottages at Roper Farm
Banner Farm Road
Mills River, NC
C-1
Cover Sheet
tC-2
Existing Conditions
SUBJECT PROPERTY
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Overall Erosion & Sediment Control Plan
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Erosion & Sediment Control Plan
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Erosion & Sediment Control Plan
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Roadway Plan and Profile
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Overall Water Extension Plan
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Water Extension Plan and Profile
C-14
Water Extension Plan and Profile
C-15
Erosion & Sediment Control Details
SHEET
C. 1
C-16
Erosion & Sediment Control Details
C-17
Erosion & Sediment Control Details
C-18
City of Hendersonville Details
PRELIMINARY - NOT FOR CONSTRUCTION

DocuSign Envelope ID: B1438177-4731-46FC-94B3-DAE177E72519
CLEARING AND GRADING NOTES
1. GRADING SHALL NOT PROCEED UNTIL APPROPRIATE EROSION CONTROL
MEASURES HAVE BEEN INSTALLED.
2. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO
SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES AND SEDIMENT CONTROL
MEASURES HAVE BEEN INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING OR VERIFYING THAT ALL ASSOCIATED PERMITS AND APPROVALS
HAVE BEEN OBTAINED FOR THIS WORK. NO WORK SHALL BE PERFORMED
OUTSIDE THE DISTURBED LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL
COMPLY WITH ALL FEDERAL, STATE AND LOCAL ORDINANCES. CONTRACTOR IS
RESPONSIBLE FOR ALL NESHAP NOTIFICATIONS REQUIRED. ALL SUCH
NOTIFICATIONS SHALL BE MADE AT LEAST TWO WEEKS PRIOR TO ANY
DEMOLITION WORK.
3. ALL ASPHALT, TREES, STUMPS, BRUSH, ROOTS, STRUCTURES, WALLS,
FOUNDATIONS, CURBS, TANKS, BARRELS, FLOOR SLABS, CONCRETE, METAL,
SEPTIC TANKS, FENCING, SIGNS, POLES, TRASH, OTHER DEBRIS, AND UNSUITABLE
FILL MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE. ALL PAVEMENT AND
CONCRETE EDGES SHALL BE SAWCUT. ALL CONCRETE SHALL BE
REMOVED/REPLACED TO THE NEAREST JOINT. STORM DRAINAGE BOXES, GRATES
AND PIPE TO BE REMOVED MAY BE REUSED IF FOUND TO BE SUITABLE BY THE
ENGINEER, UNLESS OTHERWISE NOTED.
4. CERTAIN TREES WITHIN 10 FEET OF THE TOP OF ANY CUT SLOPE MAY BE
REQUIRED TO BE REMOVED AT THE DISCRETION OF THE ENGINEER. CERTAIN
TREES WITHIN 5 FEET OF THE CLEARING LIMITS SHOWN ON THE DRAWINGS MAY
BE REQUIRED TO BE REMOVED AT THE DISCRETION OF THE ENGINEER.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY, METHODS, MEANS,
PROCEDURES AND SEQUENCES OF ITS OPERATIONS. CONTRACTOR SHALL
PROVIDE ADEQUATE TRAFFIC CONTROL FOR ITS OPERATIONS. CONTRACTOR
SHALL INSTALL ABUNDANT ORANGE SAFETY FENCING ON THE PROJECT TO
PREVENT OTHERS FROM ENTERING THE WORK AREA. CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING SAFETY FENCING AS NECESSARY FOR THE
DURATION OF THE PROJECT.
SCOTT AND KELLY FRAZIER
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630750904
6. THE LOCATION OF UTILITIES SHOWN ON THE PLANS SHALL BE CONSIDERED
APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXISTENCE AND ACTUAL
LOCATION OF ALL EXISTING UTILITY LINES WHETHER SHOWN ON THE PLANS OR
NOT. CONTRACTOR SHALL CONTACT ULOCO. CONTRACTOR SHALL NOTIFY ALL
UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR WITHIN
RIGHT-OF-WAY PRIOR TO EXCAVATION. UTILITY ADJUSTMENTS AND/OR
REMOVAL/RELOCATION IS INCLUDED IN THE SCOPE OF WORK. CONTRACTOR IS
RESPONSIBLE FOR WORK ASSOCIATED WITH MAINTAINING/REPAIRING UTILITY
SERVICES AS NECESSARY.
7. BLUE RIDGE ENGINEERING SHALL PROVIDE ALL CONSTRUCTION LAYOUT AND
STAKING REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PAYING FOR CONSTRUCTION LAYOUT AND STAKING SERVICES PROVIDED.
THE CONTRACTOR SHALL PROVIDE BLUE RIDGE ENGINEERING 48 HOURS NOTICE
FOR ANY STAKING SERVICES REQUESTED.CONTRACTOR SHALL IMMEDIATELY
NOTIFY BLUE RIDGE ENGINEERING IF CONDITIONS ARE ENCOUNTERED THAT ARE
NOT AS SHOWN.
8. ALL FILL PLACED SHALL PASS A PROOF -ROLL TEST BEFORE AND AFTER
INSTALLATION OF STONE BASE, SLABS OR PAVEMENTS. SUBGRADE SHALL BE
INSPECTED AND ACCEPTED BY THE ENGINEER PRIOR TO PLACEMENT OF STONE
BASE. STONE BASE SHALL BE INSPECTED AND ACCEPTED BY THE ENGINEER PRIOR
TO PLACEMENT OF ASPHALT. CONTRACTOR SHALL PROVIDE A LOADED TRUCK
FOR ALL PROOF -ROLLS REQUIRED.
9. ALL WORK IS SUBJECT TO INSPECTION OF THE OWNER, ENGINEER AND
AUTHORITIES HAVING JURISDICTION. THE OWNER SHALL PAY FOR ALL QUALITY
ASSURANCE TESTING REQUIRED. CONTRACTOR SHALL PROVIDE BLUE RIDGE
ENGINEERING 48 HOURS NOTICE FOR ANY TESTING NECESSARY.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY APPROVALS,
PERMITS, ETC. AND FOR PROPER DISPOSAL OF ANY MATERIAL REMOVED FROM
THE SITE.
MILLS RIVER FARM LLC
ZONING: MR-30
PIN: 9630569334
11. EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED UNLESS OTHERWISE
SHOWN ON THE PLANS. ALL AREAS OF THE SITE SHALL BE SHAPED TO DRAIN TO
EROSION CONTROL DEVICES.
12. THE CONTRACTOR SHALL KEEP ALL STREETS AND ROADWAYS CLEAN. THIS SHALL
BE ACCOMPLISHED BY STREET SWEEPING AND WASHING AS NECESSARY ON A
DAILY BASIS.
13. ALL FILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. DRYING OR WETTING OF
FILL MATERIAL MAY BE REQUIRED TO COMPLY WITH MOISTURE LIMITS
SPECIFIED. IF NO GEOTECHNICAL STUDY HAS BEEN PERFORMED, ALL
EARTHWORK PLACED SHALL BE WITHIN 5% OF OPTIMUM MOISTURE AND
COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR.
14. THE CONTRACTOR SHALL SMOOTH AND BLEND IN ALL GRADE TRANSITIONS AND
PROVIDE POSITIVE DRAINAGE AROUND ALL BUILDINGS. THE TOP OF SLOPE FOR
ALL CUT SLOPES SHALL BE ROUNDED. THE FINAL GRADE OF ALL CUT SLOPES
SHALL BE SCARIFIED AND TRACKED AS NECESSARY FOR ESTABLISHMENT OF
GROUND COVER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY
CLARIFICATION IS NEEDED CONCERNING THE INTENT OF THE DRAWINGS,
INCLUDING SPOT GRADES, CONTOUR LINES, BREAK POINTS, DRAINAGE
PATTERNS, ETC. THE CONTRACTOR SHALL DRAG AND RAKE THE ENTIRE SITE AND
LEAVE THE ENTIRE SITE IN A CLEAN, NEAT, SMOOTH CONDITIONS SUITABLE FOR
MOWING.
15. THIS PROJECT MAY INCLUDE MATERIAL TO BE IMPORTED/EXPORTED TO/FROM
THIS SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTING AND
APPROVALS REQUIRED FOR ANY OFF -SITE BORROW AREAS OR WASTE AREAS.
16. CONTRACTOR SHALL MAINTAIN A STAMPED APPROVED SET OF PLANS ON THE
JOB SITE AT ALL TIMES.
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LEGEND
PERENNIAL STREAM - AS DELINEATED BY ATLAS ENVIRONMENTAL, INC
INTERMITTENT STREAM - AS DELINEATED BY ATLAS ENVIRONMENTAL, INC
WETLANDS - AS DELINEATED BY ATLAS ENVIRONMENTAL, INC
---2100EXISTING CONTOUR LINE
MILLS RIVER FARM LLC
ZONING: MR-30
PIN: 9630677890
DAVID AND MICHELLE MASSULLO
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
PAMALA ROSE
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
KERMITAND LYNN MCELROY
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
JEFFREY PARKER
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630766244
PROPERTY BOUNDARY, 31.9 ACRES
DAVID MONTEITH
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630768540
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EUGENE MONTEITH
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630862906
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WETLANDS AS
DELINEATED BY ATLAS
ENVIRONMENTAL, INC
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CHRISTOPHER AND STEPHANIE SCRUGGS
ZONING: MR-30
PIN: 9630778902
INTERMITTENT SyREA // ////1
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PABLO AND TIFFANY ESPOSITO
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630874334
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© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
>-
cc
PROJECT #
ORIGINAL ISSUE DATE:
0
REVISIONS:
ESC-STORMWATER SUBMITTAL
0
TOWN COMMENTS
0
01
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TOWN AND STATE COMMENTS
0
NCDEQSTREAM COMMENTS
7-1
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204
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336.838.2500
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MOORE AND SON SITE
CONTRACTORS
ATTN: Brian Kirk
103 McDowell Road
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DocuSign Envelope ID: B1438177-4731-46FC-94B3-DAE177E72519
EROSION CONTROL NOTES
1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES AND SEDIMENT CONTROL MEASURES HAVE
BEEN INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL ASSOCIATED PERMITS AND APPROVALS HAVE BEEN OBTAINED FOR THIS WORK. NO
WORK SHALL BE PERFORMED OUTSIDE THE DISTURBED LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
2. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 7 DAYS OF ESTABLISHING FINAL GRADE OR IF CONSTRUCTION ACTIVITY CEASES FOR LONGER THAN 7 DAYS. CONTRACTOR
SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.
3. CONTRACTOR IS RESPONSIBLE FOR ALL NCDENR INSPECTION REPORTS AND RECORD KEEPING AS REQUIRED. CONTRACTOR SHALL SUPPLY AND INSTALL A RAIN GAUGE ON SITE.
4. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF A RAINFALL EXCEEDING 0.5 INCHES DURING A
24-HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY GOVERNING NPDES GENERAL PERMIT. ANY REPAIRS OR MAINTENANCE DETERMINED NECESSARY SHALL COMMENCE
WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF INSPECTION AND REPORT.
5. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. CONTRACTOR
SHALL TAKE WHATEVER MEANS NECESSARY TO PREVENT SEDIMENT FROM REACHING ANY EXISTING WATER BODIES OR WETLANDS. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING GROUND COVER ON ALL DISTURBED AREAS, INCLUDING ALL SLOPES. ALL SLOPES SHALL BE HYDRO -SEEDED WITH TACKIFIER
ADDED. EROSION CONTROL MATTING SHALL ALSO BE PROVIDED ON ALL SLOPES STEEPER THAN 2:1 AND ON ANY OTHER AREAS AS NECESSARY TO PREVENT EROSION AND ESTABLISH
GROUND COVER. ANY AREA THAT SHOWS DISTRESS SHALL BE MATTED.
7. EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED UNLESS OTHERWISE SHOWN ON THE PLANS. ALL AREAS OF THE SITE SHALL BE SHAPED TO DRAIN TO EROSION CONTROL
DEVICES. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC.
8. SILT FENCE STONE OUTLETS SHALL BE INSTALLED IF NECESSARY EVERY 100LF AND AT LOW POINTS ALONG THE SILT FENCE. SEDIMENT SHALL BE REMOVED FROM SILT FENCE BEFORE
IT IS 33% FULL.
9. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY, METHODS, PROCEDURES, AND SEQUENCES OF ITS OPERATIONS. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL FOR
ITS OPERATIONS.
10. LOCATIONS OF UTILITIES SHOWN ARE BASED ON EVIDENCE OBSERVED AT THE TIME OF SURVEY. OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE EXISTENCE AND ACTUAL LOCATION OF ALL EXISTING UTILITY LINES, AND TO PROTECT THESE LINES DURING CONSTRUCTION.
11. THE CONTRACTOR SHALL KEEP ALL STREETS AND ROADWAYS CLEAN AT ALL TIMES. THIS SHALL BE ACCOMPLISHED BY STREET SWEEPING AND WASHING AS NECESSARY ON A DAILY
BASIS.
12. CONTRACTOR SHALL MAINTAIN AN APPROVED SET OF PLANS ON THE JOB SITE AT ALL TIMES.
13. CONTRACTOR SHALL CONTACT EROSION CONTROL INSPECTIOR PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURES.
SCOTT AND KELLY FRAZIER
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630750904
DAVID AND MICHELLE MASSULLO
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
MILLS RIVER FARM LLC
ZONING: MR-30
PIN: 9630569334
EROSION CONTROL NARRATIVE
The construction plans provide two erosion and sediment control phases. The initial
phase includes the installation of a temporary construction entrance, perimeter
protection measures, and diversion ditches for the installation of the proposed residential
street. The site will be accessed via a new driveway on Banner Farm Road. The proposed
street will provide two stream crossings. All stream crossings shall be subject to
associated permits. The second phase involves development of the residential lots. Any
portion of the project directly up gradient from streams shall receive double row silt
fencing with reinforced outlets. The contractor will develop the lots in a manner as to not
expose the entire site at once without permanent stabilization. The project has been
designed to balance earthwork, with no anticipated import or export.
NOTES FOR WORKING AROUND STREAMS
1.) ALL WORK IS TO BE PERFORMED IN THE DRY.
2.) ALL MATTING WITHIN BUFFER TO BE 100% BIODEGRADABLE
3.) CONTRACTOR TO ONLY DISTURB STREAMS AND WETLAND IN
ACCORDANCE WITH STREAM AND WETLAND DISTURBANCE PERMIT.
4.) DUE TO PROXIMITY OF SENSITIVE WATER ONSITE, ONLY APPLY
FERTILIZER PER SOIL TEST RECOMMENDATIONS, NO FERTILIZER AND ONLY
NATIVE MIXES MAY BE USED WITHIN STREAM BUFFERS
MILLS RIVER FARM LLC
ZONING: MR-30
PIN: 9630677890
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PAMALA ROSE
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
KERMIT AND LYNN MCELROY
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
JEFFREY PARKER
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630766244
PROPERTY BOUNDARY, 31.9 ACRES
DAVID MONTEITH
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630768540
EUGENE MONTEITH
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630862906
LEGEND
PABLO AND TIFFANY ESPOSITO
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630874334
DISTURBED LIMITS - 20.5 ACRES
TEMPORARY DIVERSION
TEMPORARY SEDIMENT FENCE
STONE/WIRE MESH INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE
AREAS THAT REQUIRE 7 DAY STABILIZATION
(SEE NCG01)
CHRISTOPHER AND STEPHANIE SCRUGGS
ZONING: MR-30
PIN: 9630778902
0
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© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
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Overall Erosion and Sediment Control Plan
SHEET
C-3
NOT FOR CONSTRUCTION
SCALE: 1" = 80'

DocuSign Envelope ID: B1438177-4731-46FC-94B3-DAE177E72519
EROSION CONTROL NOTES
EROSION CONTROL SEQUENCE
1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES
AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING
THAT ALL ASSOCIATED PERMITS AND APPROVALS HAVE BEEN OBTAINED FOR THIS WORK. NO WORK SHALL BE PERFORMED OUTSIDE
THE DISTURBED LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
2. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 7 DAYS OF ESTABLISHING FINAL GRADE OR IF CONSTRUCTION ACTIVITY
CEASES FOR LONGER THAN 7 DAYS. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH
PERMANENT SOIL STABILIZATION.
3. CONTRACTOR IS RESPONSIBLE FOR ALL NCDENR INSPECTION REPORTS AND RECORD KEEPING AS REQUIRED. CONTRACTOR SHALL
SUPPLY AND INSTALL A RAIN GAUGE ON SITE.
4. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF
A RAINFALL EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY GOVERNING NPDES GENERAL
PERMIT. ANY REPAIRS OR MAINTENANCE DETERMINED NECESSARY SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN
48 HOURS OF INSPECTION AND REPORT.
5. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL
SEDIMENT FROM LEAVING THE SITE. CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO PREVENT SEDIMENT FROM
REACHING ANY EXISTING WATER BODIES OR WETLANDS. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING GROUND COVER ON ALL DISTURBED AREAS, INCLUDING ALL SLOPES. ALL SLOPES
SHALL BE HYDRO -SEEDED WITH TACKIFIER ADDED. EROSION CONTROL MATTING SHALL ALSO BE PROVIDED ON ALL SLOPES STEEPER
THAN 2:1 AND ON ANY OTHER AREAS AS NECESSARY TO PREVENT EROSION AND ESTABLISH GROUND COVER. ANY AREA THAT SHOWS
DISTRESS SHALL BE MATTED.
7. EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED UNLESS OTHERWISE SHOWN ON THE PLANS. ALL AREAS OF THE SITE SHALL BE
SHAPED TO DRAIN TO EROSION CONTROL DEVICES. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY
WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC.
8. SILT FENCE STONE OUTLETS SHALL BE INSTALLED IF NECESSARY EVERY 100LF AND AT LOW POINTS ALONG THE SILT FENCE. SEDIMENT
SHALL BE REMOVED FROM SILT FENCE BEFORE IT IS 33% FULL.
9. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY, METHODS, PROCEDURES, AND SEQUENCES OF ITS OPERATIONS. CONTRACTOR
SHALL PROVIDE ADEQUATE TRAFFIC CONTROL FOR ITS OPERATIONS.
10. LOCATIONS OF UTILITIES SHOWN ARE BASED ON EVIDENCE OBSERVED AT THE TIME OF SURVEY. OTHER UTILITIES MAY EXIST THAT ARE
NOT SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXISTENCE AND ACTUAL LOCATION OF ALL
EXISTING UTILITY LINES, AND TO PROTECT THESE LINES DURING CONSTRUCTION.
11. THE CONTRACTOR SHALL KEEP ALL STREETS AND ROADWAYS CLEAN AT ALL TIMES. THIS SHALL BE ACCOMPLISHED BY STREET
SWEEPING AND WASHING AS NECESSARY ON A DAILY BASIS.
12. CONTRACTOR SHALL MAINTAIN AN APPROVED SET OF PLANS ON THE JOB SITE AT ALL TIMES.
13. CONTRACTOR SHALL CONTACT EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURES.
X
LEGEND
DISTURBED LIMITS - 20.5 ACRES
TEMPORARY DIVERSION
TEMPORARY SEDIMENT FENCE
STONE/WIRE MESH INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE
AREAS THAT REQUIRE 7 DAY STABILIZATION
(SEE NCG01)
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18'x
4' WIDE SPILLWA
1.5"-5KIMMER WI
ALL INLETS TO BE
SEE DETAIL
/ /
/ /
/ 30 /
1. PRIOR TO LAND DISTURBING ACTIVITIES A PRE -CONSTRUCTION MEETING SHALL BE HELD ON -SITE
WITH THE CONTRACTOR AND SUBCONTRACTOR(S) PERFORMING THE WORK. CONTRACTOR SHALL
NOTIFY NCDEQ LQS INSPECTOR, OWNER, AND ENGINEER OF MEETING DATE AND TIME AT LEAST 48
HOURS PRIOR.
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
3. INSTALL PERIMETER SEDIMENT FENCE AS SHOWN.
4. INSTALL SEDIMENT BASINS. CONTRACTOR IS NOT TO CONDUCT MAJOR GRADING OR BASIN
INSTALLATION DURING WET WEATHER OR PERIODS OF PREDICTED WET WEATHER.
5. COMMENCE CLEARING, STRIPPING, GRUBBING AND DEMOLITION OPERATIONS. THIS WORK SHALL BE
PERFORMED ONLY IN AREAS WHERE EARTHWORK WILL COMMENCE WITHIN 7 DAYS.
6. ALL WORK IN OR ADJACENT TO STREAMS SHALL BE CONDUCTED SO THAT THE FLOWING STREAM
DOES NOT COME IN CONTACT WITH THE DISTURBED AREA. SEE DETAIL FOR STREAM DEWATERING
MEASURES.
7. INSTALL STREAM CROSSING PIPES AND HEADWALLS. ALL WORK WITHIN PERINEAL STREAMS SHALL
BE DONE IN THE DRY. CONTRACTOR TO ENSURE ALL THE PORTIONS OF STREAMS AND WETLANDS
PERMITTED ARE DISTURBED. ALL STREAM CROSSING PIPES SHALL HAVE THE BOTTOM 20% BURIED,
SEE STORM DRAIN PLAN.
8. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. ALL STORMWATER SHALL DRAIN
TO AN APPROVED SEDIMENT CONTROL DEVICE.
9. IMPLEMENT TEMPORARY OR PERMANENT STABILIZATION FOR ALL AREAS OF THE SITE WHERE
ACTIVITY HAS CEASED FOR MORE THAN 7 DAYS.
10. PROVIDE OWNER WITH COPIES OF ALL INSPECTIONS AND RECORDS, WEEKLY.
11. COMMENCE SITE GRADING.
12. INSTALL STORM DRAINAGE AS GRADING PROGRESSES, ALONG WITH INLET PROTECTION.
13. MAINTAIN PERIMETER PROTECTION MEASURES, INLET PROTECTION, AND SHAPE AREAS TO DRAIN
TO SEDIMENT CONTROL DEVICES.
14. INSTALL ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES AS NECESSARY.
15. PROVIDE OWNER WITH COPIES OF ALL INSPECTIONS AND RECORDS, WEEKLY.
16. IMPLEMENT TEMPORARY OR PERMANENT STABILIZATION FOR ALL AREAS OF THE SITE WHERE
GRADING ACTIVITY HAS CEASED FOR MORE THAN 7 DAYS.
17. FINALIZE PAVEMENT SUB -GRADE PREPARATION. MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE
UNTIL STONE BASE IS INSTALLED.
18. INSTALL CURB AND GUTTER. INLET PROTECTION MAY BE REMOVED TEMPORARILY FOR THIS
CONSTRUCTION. REPLACE ANY REMOVED INLET PROTECTION AT THE END OF EACH DAY.
19. COMPLETE FINAL GRADING, BACKFILLING AND PERMANENT SEEDING, PLANTING AND MULCHING
STABILIZATION. REPAIR ANY RUTTING OR WASHOUTS OF SLOPES AND OTHER AREAS UNTIL FINAL
STABILIZATION IS ACHIEVED.
20. INSTALL STONE BASE MATERIAL AS REQUIRED FOR PAVEMENT. IF NECESSARY, REMOVE INLET
PROTECTION AROUND INLETS AND MANHOLES IMMEDIATELY PRIOR TO PLACING STABILIZED BASE
COURSE. INLET PROTECTION WITHIN PARKING AREAS MAY BE CONVERTED TO SILT BAG INLET
PROTECTION DURING STONE BASE INSTALLATION.
21. INSTALL PAVEMENT. INLET PROTECTION IS TO REMAIN AT ALL INLETS UNTIL CONTRIBUTING AREA
ACHIEVES FINAL STABILIZATION AND/OR ALL POTENTIAL POLLUTANT SOURCES ARE ELIMINATED.
22. INSPECT AND CLEAN STORM DRAINAGE SYSTEM. BMP INSPECTIONS, MAINTENANCE, RECORD
KEEPING AND SITE POSTING SHALL CONTINUE UNTIL FINAL STABILIZATION.
23. REMOVE SKIMMER BASINS UPON INSTALLATION OF STONE BASE. REMOVE SKIMMERS AND INSTALL
INLET PROTECTION AT INLETS.
24. COORDINATE WITH OWNER AS NECESSARY TO "CLOSE OUT" OR "TURN OVER" MAINTENANCE
RESPONSIBILITY ON THE PROJECT INCLUDING: NOTIFYING NCDEQ LQS INSPECTOR WHEN PROJECT IS
READY FOR CLOSE OUT, TERMINATE NPDES NCG010000 COVERAGE BY FILING AN E-NOT.
PORARY SKIMMER BASIN 3
6 x2 DEEP �I✓ITH BAFFLE
/
H 0.5" ORIFICE,
TABILIZED
Jr =-
DOUBLE ROW TEMPORARY
SEDIMENT FENCE, PROVIDE
STONE/WIRE OUTLETS 1P0'
k \ \ 0/C AND AT ALL LOW POINTS
I
x x
\-x X x =
/ I
/ ‘ TPERIcIANE /T DITCH, 1
/ ALIL DITCHES SHALL
f DECEIVE NAG-SC15tN /
/ \ I / LI ER,ISEE DETAIL.
/ 2 (PROVIDE STRAW
\ \\ / / 1, l / / / / / / // / / I *A� LE CHECK DAMS / \ ) / \ Lam/ // // // / ) �0'0/�CPRIORTO /
I C _____-__-_-----_1,..,J // // / / f 1RADIj�G C�PERAT1IONS / /
/, j ice' r I I l / l
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/
/_ /
/
/
/
/
/
/
/
DISTURBED LIMITS
x
\
/
1
11
11
1
11
1
/
II
/1�
/
18'x3A'x2' DEEP WITH BAFFLES
C 4'1WIDE SIPILLWAY
1.5" SKIMMER WI H 0.5" ORIFICE,
\ ALL IN, TO BE S 1 STABILIZED
1
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CONTRACTOR1TO
\ \ ENSURE WETLAND
AREA REMAINS
1 DOUBLEI ROW TEMPORARY
DIMEK FENCE, PROVIDE
SiQNE/WIRE OUTLETS 100' \
\ \ UNDISTURBED
l
TEMPORARY FLEXIBLE
HOSE, TYP. SPECIAL STILLING BASIN
(SEE NOTE 7)
EXISTING STREAM
CHANNEL
IMPOUNDMENT
IMPERVIOUS DIKE,
TYP.
DRY WORK AREA
12,
BYPASS PUMP
FOR CLEAN UPSTREAM
CHANNEL BASE FLOW
TEMPORARY
FLEXIBLE HOSE
DEWATERING PUMP
FOR SEDIMENT
LADEN WATER
WITHIN WORK AREA
BANKFULL
IMPERVIOUS
DIKE, TYP.
PLAN VIEW
TYPE II FABRIC
8" STONE OR APPROVED
ALTERNATIVE
SPECIAL STILLING BASIN
SPECIAL STILLING BASIN WITH
STABILIZED OUTLET
STREAM
BASE FLOW
BY-PASS PUMP OUTLET WITH
TEMPORARY STABILIZED OUTLET,
TYP.
NOTES:
1. ALL STREAM WORK TO BE PERFORMED "IN THE DRY" EITHER BY
PUMP -AROUND OR STREAM DIVERSION WITH SILT CURTAIN.
2. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED
THE SAME WORKING DAY.
4. MAINTENANCE OF STREAM FLOW OPERATION SHALL BE INCIDENTAL TO THE
WORK. THIS INCLUDES PUMPS AND HOSES.
5. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK
AREA.
6. GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING, PRIOR TO
PREDICTED RAIN FALL EVENTS. THE EXIT LOCATION SHALL BE CHOSEN TO
PREVENT EROSION.
7. GRAVITY -BASED GEOTEXTILE BAG (SPECIAL STILLING BASIN) FILTERS SHALL
BE USED TO COLLECT SILT AND SEDIMENT FROM WORK AREA DEWATERING.
8. A STABILIZED OUTLET SHALL BE USED TO CONTROL THE EFFLUENT FROM ALL
PUMPING OPERATIONS, UNLESS NATIVE STREAMBED STONE MATERIAL IS
DEEMED SUITABLE BY DESIGNER AT DISCHARGE LOCATION.
9. TYPE II FABRIC SHALL BE USED UNDERNEATH ALL STONE/RIP-RAP PLACED
FOR SEDIMENT BAGS, STABILIZED OUTLETS, AND SPLASH PADS.
10. REFER TO THE CONTRACT DOCUMENTS FOR ADDITIONAL NOTES.
11. STABILIZE WORK AREA AT THE END OF EACH DAY.
12. REFER TO SPECIAL PROVISIONS FOR PUMP AROUND OPERATION, SPECIAL
STILLING BASIN, AND IMPERVIOUS DIKE FOR MORE DETAILS.
/ /
/ / / 1
/ DIVERSION DITCH
/TEMP,OR/ARi SK/INAUER/B)ArSIN1#1, 7
11
/
APPROXIMATE BASE
FLOW WATER
SURFACE
TOE OF
BANK
PROTECT UPSTREAM SIDE OF IMPERVIOUS
POLYETHYLENE WITH SANDBAGS, RIP -RAP, OR OTHER
APPROVED NON -ERODIBLE MATERIAL
TOP WIDTH
3.0' MIN.
FLOW
HEIGHT 1/2 BANKFULL
FABRIC OVERLAP MIN
1 FOOT
TYPE II FABRIC
TEMPORARY FLEXIBLE
HOSE (SEE NOTE 8)
SPLASH PAD/STABILIZED I I.
OUTLET THICKNESS
2 MAX
-11
COVER WITH IMPERVIOUS
POLYETHYLENE MEMBRANE,
20 MIL THICK
DRY WORK
AREA
EXISTING STREAM BED
SANDBAGS, RIP -RAP, OR
OTHER APPROVED
NON -ERODIBLE MATERIAL
SECTION A -A
IMPERVIOUS DIKE
RIP -RAP
SPLASH PAD
LENGTH
TYPE II FABRIC
TEMPORARY STABILIZED OUTLET
0 STREAM DEWATERING DETAIL
SCALE: NTS
NOTES FOR WORKING AROUND STREAMS
1.) ALL WORK IS TO BE PERFORMED IN THE DRY.
2.) ALL MATTING WITHIN BUFFER TO BE 100% BIODEGRADABLE
3.) CONTRACTOR TO ONLY DISTURB STREAMS AND WETLAND IN
ACCORDANCE WITH STREAM AND WETLAND DISTURBANCE PERMIT.
4.) DUE TO PROXIMITY OF SENSITIVE WATER ONSITE, ONLY APPLY
FERTILIZER PER SOIL TEST RECOMMENDATIONS, NO FERTILIZER AND ONLY
NATIVE MIXES MAY BE USED WITHIN STREAM BUFFERS
SEDIMENT FEN% PROVIDE
) --OUTLET PROTECTION
RTP-RAP APRON
2097- -
STONE/WIRE MESH
0
0
0
oo
0
02/16/2022
CONCRETE AlASHOUT
40 80
SCALE: 1" = 40'
120
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
0
SHEET
NOT FOR CONSTRUCTION
cx
LiJ
cx

C-5
DocuSign Envelope ID: B1438177-4731-46FC-94B3-DAE177E72519
30'SETBACK
10' LANDSCAPED BUFFER
(REAR LOT LINES AT PERIMETER)
BUFFER PLANTING REQUIREMENTS
IF NATURAL BUFFER IS REMOVED CONTRACTOR TO REPLANT BUFFER AT THE FOLLOWING RATES:
1 LARGE SHADE TREE PER 40 LF (MIN. MATURE HT: 15')
3 SHRUBS PER 10 LF (MIN. MATURE HT: 36")
30' SETBACK
0 TYPICAL LOT DETAIL
SCALE: NTS
35,958SF
SCOTT AND KELLY FRAZIER
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630750904
10' VEGETATIVE BUFFER
AROUND PERIMETER OF
SUBDIVISION, SEE TYPICAL
SECTION
DAVID AND MICHELLE MASSULLO
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
21
30,721SF
R50'
(ROW)
R35'
19 (EOP)
31,816SF
30,020SF
PAMALA ROSE
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
KERMITAND LYNN MCELROY
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
MILLS RIVER FARM LLC
ZONING: MR-30
PIN: 9630569334
22
30,010SF
R35'
(EOP)
10' VEGETATIVE BUFFER
AROUND PERIMETER OF
SUBDIVISION, SEE TYPICAL
SECTION
23
30,013SF
MAVRICK DRIVE
(PRIVATE)
R20'
(ROW)
30,016SF
JEFFREY PARKER
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630766244
R25'
(EOP)
20'
EOP
24
30,013SF
R35'
(EOP)
R35'
(EOP)
14
30,262SF
25
30,013SF
12
33,515SF
13
30,462SF
26
30,006SF
SITE LAYOUT NOTES
1. THIS IS NOT A PROPERTY SURVEY. SEE SURVEY FOR BOUNDARY INFORMATION.
2. ALL WORK SHALL COMPLY WITH LOCAL ORDINANCES, NCDOT STANDARDS AND OWNER SPECIFICATIONS.
ALL SIGNS AND PAVEMENT MARKINGS SHALL COMPLY WITH MUTCD STANDARD.
3. BLUE RIDGE ENGINEERING SHALL PROVIDE ALL CONSTRUCTION LAYOUT AND STAKING REQUIRED FOR
THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING FOR CONSTRUCTION LAYOUT AND
STAKING SERVICES PROVIDED. CONTRACTOR SHALL IMMEDIATELY NOTIFY BLUE RIDGE ENGINEERING IF
CONDITIONS ARE ENCOUNTERED THAT ARE NOT AS SHOWN.
4. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY, METHODS, PROCEDURES AND SEQUENCES OF ITS
OPERATIONS. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL FOR ITS OPERATIONS IN
COMPLIANCE WITH MUTCD AND NCDOT STANDARDS. CONTRACTOR SHALL NOTIFY NCDOT, OWNER,
AND ENGINEER AT LEAST 72 HOURS IN ADVANCE OF ANY LANE CLOSURE OR TRAFFIC SHIFT.
5. ALL WORK IS SUBJECT TO INSPECTION OF THE OWNER, ENGINEER AND AUTHORITIES HAVING
JURISDICTION. THE OWNER SHALL PAY FOR ALL QUALITY ASSURANCE TESTING REQUIRED. CONTRACTOR
SHALL PROTECT THE WORK UNTIL SUCH TIME THAT THE PROJECT IS APPROVED AND OPENED TO
TRAFFIC.
6. SUBGRADE SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO PLACEMENT OF STONE BASE. CONTRACTOR
SHALL PROVIDE A LOADED TRUCK FOR ALL PROOF -ROLLS REQUIRED.
7. STONE BASE SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO ASPHALT PLACEMENT. CONTRACTOR
SHALL PROVIDE A LOADED TRUCK FOR ALL PROOF -ROLLS REQUIRED.
8. PAVING CONTRACTOR SHALL PROVIDE A CERTIFIED ROADWAY QUALITY CONTROL TECHNICIAN WITH A
NUCLEAR GAGE AT ALL TIMES ASPHALT IS BEING PLACED. IF REQUESTED, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR TAKING ASPHALT CORE SAMPLES FOR VERIFICATION OF COMPACTION AND
THICKNESS.
9. CONTRACTOR SHALL MAINTAIN AN APPROVED SET OF PLANS ON THE JOB SITE AT ALL TIMES.
WETLAND AREAS PER ATLAS
ENVIRONMENTAL, INC.
MAVRICK DRIVE
(PRIVATE)
30,046SF
10
33,971SF
R20'
(ROW)
LUCY LANE —
(PRIVATE)
R35'
(EOP)
R35'
(EOP)
10' VEGETATIVE BUFFER
AROUND PERIMETER OF
SUBDIVISION, SEE TYPICAL
SECTION
DAVID MONTEITH
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630768540
R25'
(EOP)
45'
R/W
20'
EOP
30,028SF
R50'
(ROW)
28
30,206SF
15" HP -STORM
DRIVEWAY PIPE
STREAM IMPACT:
25 LF, 0.001 ACRES
30,367SF
30,187SF
2' VALLEY CURB
32,191SF
15" HP -STORM
DRIVEWAY PIPE
STREAM IMPACT:
3OLF, 0.001 ACRES
30,40SF
15" HP -STORM
DRIVEWAY PIPE
STREAM IMPACT: 30
LF, 0.001 ACRES
15" HP -STORM DRIVEWAY
PIPE -FOR MAINTENANCE
ACCESS TO SEPTIC
STREAM IMPACT: 3OLF,
0.002 ACRES
39,221SF
EUGENE MONTEITH
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630862906
WETLAND AREAS PER ATLAS
ENVIRONMENTAL, INC.
35,644SF
MILLS RIVER FARM LLC
ZONING: MR-30
PIN: 9630677890
ZONING COMPLIANCE DATA
GENERAL
LATITUDE
LONGITUDE
PIN
PROPERTY AREA
ZONING
35° 22' 00" N
82° 33' 49"W
9630776176
31.9 +/- AC.
MR-30
PROPOSED USE
SINGLE FAMILY RESIDENTIAL 32 LOTS
MIN LOT SIZE 0.688 ACRES (30,000 SF)
SETBACKS
FRONT
SIDE
REAR
WATERSHED
CLASSIFICATION
MAX BUA LOW DENSITY
60'
30'
30'
WS-IV PROTECTED
2 UNITS PER ACRE, 24% BUA (WITH CURB AND GUTTER)
EXISTING SURFACE WATER: 0.61 ACRES
TOTAL PROJECT AREA: 31.29 ACRES
PROPOSED BUA
WITHIN STREET R/W 1.55 ACRES
ON LOTS 3.67 ACRES +/- (ASSUMED 5,000 SF IMPERVIOUS PER LOT)
TOTAL PROPOSED BUA 5.22 ACRES (16.7%)
PROPOSED WETLAND/STREAM IMPACTS
STREAM IMPACTS 0.019ACRES
299 LF
WETLAND FILL 0.009 ACRES
15" HP -STORM
DRIVEWAY PIPE
STREAM IMPACT:
3OLF, 0.002 ACRES
UT OF BOYLSTON CREEK
AS SHOWN ON THE USGS
7.5 MINUTE MAP HORSE
SHOE QUADRANGLE
PROPOSED PIPE
CROSSING, STREAM
IMPACT:
89LF, 0 I I6 ACRES
WETLAND AREAS TO*
BE FILLED 0.009 ACRES
PROPOSED PIPE /
CROSSING,
STREAM IMPACT:
0.006 ACRES
30,206SF
30' LOW DENSITY
STREAM BUFFER PER
NCDEQ WATERSHED
PROTECTION PROGRAM
CHRISTOPHER AND STEPHANIE SCRUGGS
ZONING: MR-30
PIN: 9630778902
MAVRICK DRIVE
(PRIVATE)
0
30,288SF
PABLO AND TIFFANY ESPOSITO
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630874334
WETLAND AREAS PER ATLAS
ENVIRONMENTAL, INC.
I
33,255SF
0
cc
W
03
60' VEGETATIVE STREET
BUFFER
80 160
■
SCALE: 1" = 80'
240
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
PROJECT #
N
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ORIGINAL ISSUE DATE:
N
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REVISIONS:
ESC-STORMWATER SUBMITTAL
0
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TOWN COMMENTS
0
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TOWN AND STATE COMMENTS
0
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NCDEQSTREAM COMMENTS
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103 McDowell Road
Overall Site Layout Plan
SHEET
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NOT FOR CONSTRUCTION

DocuSign Envelope ID: B1438177-4731-46FC-94B3-DAE177E72519
ROADWAY SCHEDULE
Road Name
MAVRICK DRIVE (Private)
LUCY LANE (Private)
SKYLAR LANE (Private)
Classification
Collector
Local
Local
Pavement Width
20'
20'
20'
50' RADIUS - RIGHT OF WAY
ROW Width
50'
45'
45'
Total Length
1,952'
177'
234'
SCOTT AND KELLY FRAZIER
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630750904
35' ASPHALT
8" MIN COMPACTED ABC (MAVRICK DR.)
6" MIN. COMPACTED ABC (LUCY AND SKYLAR LANE)
1.5" ASPHALT
SLOPE VARIES
0 TYP. CUL-DE-SAC SECTION
2'
6'
3%
10' VEGETATIVE BUFFER
AROUND PERIMETER OF
SUBDIVISION, SEE TYPICAL
SECTION
DAVID AND MICHELLE MASSULLO
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
SCALE: NTS SCALE: NTS
PAMALA ROSE
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
KERMITAND LYNN MCELROY
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
MILLS RIVER FARM LLC
ZONING: MR-30
PIN: 9630569334
10' VEGETATIVE BUFFER
AROUND PERIMETER OF
SUBDIVISION, SEE TYPICAL
SECTION
/ R20'
(ROW)
JEFFREY PARKER
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630766244
3:1 SLOPE
/ v /
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3:1 SLOPE
50'
6' SHOULDER @ 3%, FILL
WETLAND AREAS PER ATLAS
ENVIRONMENTAL, INC.
MAVRICK DRIVE
(PRIVATE)
R20'
(RO`'
LWCY LANE
RIVATE)
R35'
(EsP
R35'
(EOP,,
10' VEGETATIVE BUFFER
AROUND PERIMETER OF
SUBDIVISION, SEE TYPICAL
SECTION
DAVID MONTEITH
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630768540
R50'
(ROW)
ROW
F- 2%
1.5" ASPHALT
2%
/ 28
\N
0
15" HP-STOR
DRIVEWAY PIPE
STREAM IMPACT:
25 LF, 0.001 ACRES
VALLEY CURB
8" MIN COMPACTED ABC (MAVRICK DR.)
6" MIN. COMPACTED ABC (LUCY AND SKYLAR LANE)
0 TYP. ROADWAY SECTION
2' VALLEY CURB
SCALE: NTS SCALE: NTS
15" HP -STORM
DRIVEWAY PIPE
STREAM IMPACT:
3OLF, 0.001 ACRES
f 31
1 STREAM
15" HP -STORM
DRIVEWAY PIPE
STREAM IMPACT: 30
0 LF, 0.001 ACRES
15HP-ST' RM DRIVEWAY
INTENANCE
ACCESS TO SEPTIC
STREAM IMPACT: 3OLF,
I 0.002 ACREs,-
EUGENE MONTEITH
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630862906
WETLAND AREAS PER ATLAS
ENVIRONMENTAL, INC.
MILLS RIVER FARM LLC
ZONING: MR-30
PIN: 9630677890
15" HP -STORM
DRIVEWAY PIPE
STREAM IMPACT:
3OLF, 0.002 ACRES
6' SHOULDER @ 3%, CUT
1' BOTTOM WIDTH WITH
4:1 SIDE SLOPES, SEE DITCH
SECTION A
UT OF BOYLSTON CREEK
AS SHOWN ON THE USGS
7.5 MINUTE MAP HORSE
SHOE QUADRANGLE
PROPOSED PIPE
CROSSING, STREAM
6;
� IMPACT:
:9LF, 0!!6 ACRES
/ / PROPOSED PIPE
°>O/ CROSSING,
Q, STREAM IMPACT: c >
65LF,0.006ACRES
ti
0 ® /
/
30' LOW DENSITY
STREAM BUFFER PER
NCDEQ WATERSHED
PROTECTION PROGRAM
T
3:1 SLOPE
CHRISTOPHER AND STEPHANIE SCRUGGS
ZONING: MR-30
PIN: 9630778902
MAVRICK DRIVE
(PRIVATE)
— — 2115 —
PABLO AND TIFFANY ESPOSITO
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630874334
0
WETLAND AREAS PER ATLAS
ENVIRONMENTAL, INC.
80
60' VEGETATIVE STREET
BUFFER
160
240
SCALE: 1" = 80'
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
r
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PROJECT #
REVISIONS:
ESC-STORMWATER SUBMITTAL
TOWN COMMENTS
TOWN AND STATE COMMENTS
NCDEQ STREAM COMMENTS
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02/16/2022
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DocuSign Envelope ID: B1438177-4731-46FC-94B3-DAE177E72519
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
DRAWN BY:
WJH
PREVISIONS:
A\ 11/22/2021 ESC-STORMWATER SUBMITTAL
• 12/09/2021 TOWN COMMENTS
© 12/21/2021 TOWN AND STATE COMMENTS
® 02/16/2021 NCDEQSTREAM COMMENTS
2140
2140
212.000'
VC
PROJECT #
20002
-
L.P.=8+92.04
L.P. ELE\J.=2104.260'
PV1=9+98.04
PVI ELEV.=2107.20
2130-
I
K=38
2130
ORIGINAL ISSUE DATE:
11/16/2021
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Blue Ridge Engineering PLLC
NO It 924 Main Street - Suite 200
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. 336.838.2500
www.ridge.blue
Firm #P-0205
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DocuSign Envelope ID: B1438177-4731-46FC-94B3-DAE177E72519
2160
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PVI=0+55.05
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HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10'
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© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
>-
03
PROJECT #
REVISIONS:
ESC-STORMWATER SUBMITTAL
TOWN COMMENTS
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NCDEQSTREAM COMMENTS
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DocuSign Envelope ID: B1438177-4731-46FC-94B3-DAE177E72519
STORM DRAINAGE NOTES
2100
2100
2100
2100
PROPOSED GRADE
1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY, METHODS,
MEANS, PROCEDURES AND SEQUENCES OF ITS OPERATIONS.
CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL FOR ITS
OPERATIONS.
2. THE LOCATION OF UTILITIES SHOWN ON THE PLANS SHALL BE
CONSIDERED APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
EXISTENCE AND ACTUAL LOCATION OF ALL EXISTING UTILITY LINES
WHETHER SHOWN ON THE PLANS OR NOT. CONTRACTOR SHALL
CONTACT ULOCO.
3. BLUE RIDGE ENGINEERING SHALL PROVIDE ALL CONSTRUCTION LAYOUT
AND STAKING REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PAYING FOR CONSTRUCTION LAYOUT AND STAKING
SERVICES PROVIDED. CONTRACTOR SHALL PROVIDE BLUE RIDGE
ENGINEERING 48 HOURS NOTICE FOR ANY STAKING REQUESTED.
4. DURING STORM DRAIN PIPING INSTALLATION, PIPE ENDS SHALL BE
PROTECTED OVERNIGHT WITH FILTER FABRIC, WASHED STONE, OR
OTHER APPROPRIATE MEASURES TO PREVENT SEDIMENT FROM
ENTERING THE STORM DRAINAGE SYSTEM SHOULD A RAINFALL EVENT
OCCUR.
5. ALL BACKFILL IN UTILITY TRENCHES SHALL BE TESTED. ALL BACKFILL
SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT. DRYING OR WETTING OF FILL MATERIAL MAY
BE REQUIRED TO COMPLY WITH MOISTURE LIMITS SPECIFIED. IF NO
GEOTECHNICAL STUDY HAS BEEN PERFORMED, ALL EARTHWORK
PLACED SHALL BE WITHIN 5% OF OPTIMUM MOISTURE AND
COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR.
6. ALL WORK IS SUBJECT TO INSPECTION OF THE OWNER, ENGINEER AND
AUTHORITIES HAVING JURISDICTION. THE OWNER SHALL PAY FOR ALL
QUALITY ASSURANCE TESTING REQUIRED.
CB-2F
BC:2110.59
INV.OUT:2106.60
2120
2110
PROPOSED GRADE
CB-1F
BC:2110.58
INV.IN:2106.48 SE
INV.OUT:2106.38
2100
0+00
L 15"
24LF
2120
EXISTING GRADE
2110
FES-F
INV.:2106.14
- 18" HP -STORM
HP -STORM 48LF @ 0.50%
@ 0.50%
0 HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10'
2100
0+74
7. ALL DRAINAGE STRUCTURES SHALL BE PRE -CAST AND SHALL CONFORM
TO NCDOT STANDARD #840 UNLESS OTHERWISE APPROVED BY THE
ENGINEER . ALL DRAINAGE STRUCTURES AND PIPING SHALL BE
DESIGNED FOR HEAVY DUTY TRAFFIC LOADING.
8. ALL STORM DRAIN BOX INVERTS SHALL BE GROUTED OR FILLED WITH
CONCRETE SO THAT THERE IS NO SUMP WITH STANDING WATER UPON
COMPLETION.
9. WHERE PIPE CONNECTIONS ARE MADE AT BOXES, VOID SPACES SHALL
BE GROUTED SOLID WITH MINIMUM 6" MASONRY/GROUT.
10. ALL STORM DRAINAGE PIPE SHALL BE ADS HP STORM GRAY
POLYPROPYLENE (ADS HP STORM) PER ASTM F2881 WITH WATERTIGHT
JOINTS. INSTALLATION AND FILL HEIGHTS SHALL CONFORM TO
MANUFACTURER'S GUIDELINES AND ASTM D2321. SEE HP STORM
INSTALLATION GUIDE STD 1301B. REINFORCED CONCRETE PIPE, CLASS
III, MAY BE SUBSTITUTED WITH DESIGN ENGINEER'S APPROVAL. ANY
OTHER SUBSTITUTIONS SHALL BE APPROVED BY THE DESIGN ENGINEER.
STORM DRAINAGE BOXES AND GRATES MAY BE REUSED IF FOUND TO BE
SUITABLE BY THE ENGINEER, UNLESS OTHERWISE NOTED.
11. CONCRETE ANCHOR FOOTINGS SHALL BE INSTALLED ON ALL STORM
DRAINAGE PIPING EXCEEDING 20% SLOPE.
12. ALL CATCH BASIN FRAMES, GRATES, AND HOODS SHALL CONFORM TO
NCDOT STANDARD #840.03, TYPE E, UNLESS OTHERWISE NOTED. ALL
JUNCTION BOX MANHOLE FRAMES AND COVERS SHALL CONFORM TO
NCDOT STANDARD #840.54, UNLESS OTHERWISE NOTED. ALL PIPE
PLUGS SHALL CONFORM TO NCDOT STANDARD #840.71, UNLESS
OTHERWISE NOTED.
2110
PROPOSED GRADE -
EXISTING GRADE
2100
CB-2E
BC:2101.07
INV.OUT:2094.02
2090
CB-1E
BC:2101.08
INV.IN:2093.90
INV.OUT:2093.8
E
0
2110
2100
0+00
15' HP STORM 18" HP -STORM
24LF @ 0.50% 39LF @ 0.66%
2090
PROPOSED STREAM CROSSING PROFILES
M
CB-1F
BC:2110.58
INV.IN:2106.48 SE
INV.OUT:2106.38
FES-F
INV.:2106.14
M
15" HP -STORM
DRIVEWAY PIPE
STREAM IMPACT:
25 LF, 0.001 ACRES
0+65
15" HP -STORM
DRIVEWAY PIPE
STREAM IMPACT:
3OLF, 0.001 ACRES
M
FES-E
INV.:2093.54
CB-1E
BC:2101.08
INV.IN:2093.90 SE
INV.OUT:2093.80
HEADWALL D2 SEE
NCDOT DETAIL 838.40
20% OF END OF PIPE
TO BE BURIED
l,_ ° FES-E
INV.:2093.54
18" HP -STORM
39LF @ 0.66%
2090
PROPOSED GRADE
2080
o+o Stream Crossing #2
STREAM CROSSING #2
DOUBLE 36" RCP
75LF @ 5.50%
STREAM
M
15" HP -STORM
24LF @ 0.50%
CB-2F
BC:2110.59
INV.OUT:2106.60
CB-2E
BC:2101.07
INV.OUT:2094.02
15" HP -STORM DRIVEWAY PIPE FOR
MAINTENANCE ACCESS TO SEPTIC
STREAM IMPACT: 3OLF, 0.002 ACRES
0
36" HP -STORM
75LF @ 5.50%
EXISTING GRADE
0 HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10'
HEADWALL D1 SEE
NCDOT DETAIL 838.40 NCDOT DETAIL 838.40
2090
-2080
0+77
20% OF END OF PIPE
TO BE BURIED
20% OF END OF PIPE TO BE
BURIED, LIMITED TOPO IN
THIS AREA, CONTRACTOR
TO ENSURE ADEQUATE PIPE
SLOPE AS SHOWN
HEADWALL B2 SEE -\
2090
HEADWALL B1 SEE
NCDOT DETAIL 838.40
2090
EXISTING GRADE
36" HP -STORM-'
57LF @ 0.50%
2080 2080
0+00 0+58
Stream Crossing #1
PROPOSED STREAM CROSSING PROFILES
CB-1C
BC:2095.44
INV.IN:2086.13 SE
INV.OUT:2086.10
HW-D1
SEE NCDOT DETAIL 838.39
HW-D2
SEE NCDOT DETAIL 838.39
15" HP -STORM
DRIVEWAY PIPE
STREAM IMPACT:
30 LF, 0.001 ACRES
SED PIPE CROSSING,
STREAM IMPACT:
89LF, 0.006 ACRES
CB-2C
BC:2095.44
INV.OUT:2086.25
WETLANDS TO REMAIN
UNDISTURBED
FES-C
I N V.:2085.99
I
STREAM
STORMWATER INSET
15" HP -STORM
DRIVEWAY PIPE I
STREAM IMPACT:
3OLF, 0.002 ACRE?
SEE INSET 1
1
k
k k k k
k k
k k 7
/
WETLANDS TO REMAIN/
UNDISTURBED
STREAM EDGE
OF WATER
STREAM
HW-B1
SEE NCDOT DETAIL 838.40
WETLANDS TO BE
FILLED
HW-B2
SEE NCDOT DETAIL 838.40
WETLAND AREAS TO BE
FILLED 0.009 ACRES
PROPOSED PIPE
CROSSING,
STREAM IMPACT:
65LF, 0.006 ACRES
0
20% OF END OF PIPE TO BE
BURIED, LIMITED TOPO IN
THIS AREA, CONTRACTOR
TO ENSURE ADEQUATE PIPE
SLOPE AS SHOWN
STREAM CROSSING #1
DOUBLE 36" RCP
57LF @ 0.50%
20
M
M
40
60
SCALE: 1" = 20'
OPEN SPACE
WETLAND AREAS PER ATLAS
ENVIRONMENTAL, INC.
HW-A1
INV.:2093.27
SEE NCDOT DETAIL 838.80
24" HP -STORM
17LF @ 1.00%
24" HP -STORM
24LF @ 1.00%
CB-A4
BC:2101.62
INV.IN:2093.88 E
INV.OUT:2093.78
CD
2110
CB-A4
BC:2101.62
INV.IN:2093.88 E
INV.OUT:2093.78
2100
HEADWALL Al SEE
NCDOT DETAIL 838.80
24" HP -STORM
14LF @ 1.00%
2110
PROPOSED GRADE
24" HP -STORM
24LF @ 1.00%
2090
0+00
CB-A3
BC:2101.60
INV.IN:2093.54 E
I NV.O UT:2093.44
2100
HEADWALL A2 SEE
NCDOT DETAIL 838.80
24" HP -STORM
17LF @ 1.00%
2090
0+56
PROPOSED STORMWATER PROFILES
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10'
CB-A3
BC:2101.60
INV.IN:2093.54 E
INV.OUT:2093.44
24" HP -STORM
14LF @ 1.00%
HW-A2
INV.:2094.02
SEE NCDOT DETAIL 838.80
0
cc
cc
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W
40 80
120
SCALE: 1" = 40'
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
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TOWN COMMENTS
N
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217
18" HP-ST
24LF @ 1
216
215
214
213
212
0+00
15" HP -STORM
11LF @ 0.50%
2160
DI-I9
RIM :2154.06
INV.OUT:2150.50
2150
0+00
CB-17
EXISTING GRADE
2160
2150
0+35
CB-I8
BC:2155.26
INV.IN:2150.45 NW
INV.OUT:2150.35
15" HP -STORM
24LF @ 0.50%
CB-I5
BC:2155.25
INV.IN:2151.00 SW
INV.IN:2150.23 NW
INV.OUT:2150.13
CB-H2
BC:2138.62
INV.IN:2133.39 NW
INV.OUT:2133.29
2140
DI-H3
RIM:2137.42
INV.OUT:2133.50
18" HP -STORM
11LF @ 1.00%
2130
PROPOSED GRADE
r
CB-H1
BC:2138.61
INV.IN:2133.05 NW
INV.OUT:2132.95
2140
1
1
18" HP -STORM
18" HP -STORM 42LF r7a 0.73% 2130
24LF @ 1.00% n o
BC:2171.10
INV.OUT:2167.00 CB-I6
BC:2171.10
INV.IN:2166.76 NW
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INV.OUT:2166.66
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PROPOSED GRADE
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EXISTING GR4DE
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BC:2155.25
INV.IN:2151.00
INV.IN:2150.23
INV.OUT:2150.13
\
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SW
NW
JB-14
RIM:2151.75
INV.IN:2148.00
INV.OUT:2147.90
\ \
0
18"
36_F
HP -STORM
@ 5.98%
CB-I3
BC:2139.04
INV.IN:2135.25 NW
INV.OUT:2135.15
CB-I2
2150
\
BC:2139.06
INV.IN:2133.94
INV.OUT:2133.84
SW
D-
18" HP -STORM
135LF @ 9.36%
\
INV.IN:2125.38
I N V.OUT:2125.28
BC:2129.23
W
2140
\
18" HP -STORM
24LF @ 5.00%
18" HP STORM
85LF @ 0.57%
D
18"HP-STORM
99LF @ 8.55%
_-----
- _ \
2130
7 lc
1+00
R35'
(EOP)
2+00
CB-17
BC:2171.10
INV.OUT:2167.00
M
18" HP -STORM
24LF @ 1.00% 18" HP-STOF,M
163LF @ 9.601
CB-I6
BC:2171.10
INV.IN:2166.76 NW
INV.OUT:2166.66
3+00
15" HP -STORM
11LF @ 0.50%
15" HP -STORM
24LF @ 0.50%
CB-I5
BC:2155.25
INV.IN:2151.00 SW
INV.IN:2150.23 NW
INV.OUT:2150.13
0 HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10'
4+00
5+00
PROPOSED STORMWATER PROFILES
DI-I9
RIM:2154.06
INV.OUT:2150.50
CB-I8
BC:2155.26
INV.IN:2150.45 NW
I NV.OUT:2150.
18" HP -STORM
36LF_• 5.98'°
18" HP -STORM
24LF @ 5.00%-
CB-I3
BC:2139.04
INV.IN:2135.25 NW
INV.OUT:2135.15
�3+
SKYLAR LANE
M
DI-H3
RIM:2137.42
INV.OUT:2133.50
CB-H2
BC:2138.62
INV.IN:2133.39 NW
INV.OUT:2133.29
M M
MAVRICK DRIVE
0
18" HP -STORM
24LF @ 1.00%
5+67
EXISTING GRADE
FES-H
INV.:2132.64
PROPOSED GRADE
CB-L3
BC:2120.22
INV.OUT:2115.75
2130-
212
18" HP -STORM
24LF @ 3.00%
2110
2140
PROPOSED GRADE
CB-G2
BC:2130.15
INV.OUT:2126.00
2130
18" HP -STORM
24LF @ 1.00%
EXISTING GRA
2120-
DE
0+00
CB-L2
BC:2120.20
INV.IN:2115.03 SW
INV.IN:2113.74 NE
INV.OUT:2113.64
0+00
CONTRACTOR TO PROVIDE SWALES AT OUTFALLS
TO CONVEY STORMWATER BEHIND HOME SITE,
SEE TYPICAL DITCH SECTION
18" HP -STORM
8n1LF @ 1.00% m
FES-G
INV.:2125.29
18" HP -STORM
19LF @ 2.00%
M M
CB-G1
BC:2130.17
INV.IN:2125.76 SE
INV.OUT:2125.66
18" HP -STORM
24LF @ 1 00%
JB-14
RIM:2151.75
INV.IN:2148.00
INV.OUT:2147.90
CB-I2
BC:2139.06
INV.IN:2133.94 SW
INV.OUT:2133.84
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CB11
BC:2129.23
INV.IN:2125.38 W
INV.OUT:2125.28 ��(
18" HP -STORM
99LF @ 8.55%
R35'
(EOP)
CB-H1
BC:2138.61
INV.IN:2133.05 NW
INV.OUT:2132.95
FES-H
INV.:2132.64
CONTRACTOR TO PROVIDE SWALES AT OUTFALLS
TO CONVEY STORMWATER BEHIND HOME SITE,
SEE TYPICAL DITCH SECTION
R50'
(ROW)
FES-I
INV.:2124.80
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CONTRACTOR TO PROVIDE SWALES AT OUTFALLS
TO CONVEY STORMWATER BEHIND HOME SITE,
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CB-G2
BC:2130.15
INV.OUT:2126.00
7
CB-L2
BC:2120.20
INV.IN:2115.03 SW
INV.IN:2113.74 NE
INV.OUT:2113.64
CB-L3
BC:2120.22
INV.OUT:2115.75
18" HP -STORM
24LF @ 3.00%
CONTRACTOR TO PROVIDE SWALES AT OUTFALLS
TO CONVEY STORMWATER BEHIND HOME SITE,
SEE TYPICAL DITCH SECTION
4
LUCY LANE
M
2140
C B-G 1
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INV.IN:2125.76 SE
INV.OUT:2125.66
2130
18" HP -STORM
19LF @ 2.00%
2120
0+51
83LF @ 3.05%
FES-G
INV.:2125.29
2130
EXISTING GRADE
1+00
2120
2110
1+27
CB-1K
BC:2114.70
INV.IN:2111.10 W 1
NV.OUT:2111.00
M
18" HP -STORM
13LF @ 2.00%
DI-L1
RIM:2118.43
INV.OUT:2114.00
R50'
(ROW)
18" HP -STORM
19LF @ 0.50%
FES-K
INV.:2110.91
CB-1K
BC:2114.70
INV.IN:2111.10 W
INV.OUT:2111.00
0
40
80
120
SCALE: 1" = 40'
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
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LLY FRAZIER
JTIAL 2 -RURAL
750904
ICHELLE MASSULLO
ENTIAL 2 -RURAL
630765055
MILLS RIVER FARM LLC
ZONING: MR-30
PIN: 9630569334
ESMT ESMT
-1053 -
FIRE HYDRANT
ASSEMBLY, SEE DETAIL
PAMALA ROSE
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
KERMITAND LYNN MCELROY
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630765055
FIRE
HYDRANT
ASSEMBLY,
SEE DETAIL
JEFFREY PARKER
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630766244
S T ESMT
ESMT ESMT
PROVIDE 1" SERVICE —
LATER LS TO EACH LOT, SEE
CITY NDERSONVILLE
DETAILS
ESMT-11/ESMT ,.,S(}1T. ESMT ESMT ESMT
DAVID MONTEITH
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630768540
101S3 101S3 1 101S3
6" PLUi`
SEE DETAIL
FIRE HYDRANT
ASSEMBLY, SEE
DETAIL
ESMT ESMT
EUGENE MONTEITH
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630862906
MILLS RIVER FARM LLC
ZONING: MR-30
PIN: 9630677890
CHRISTOPHER AND STEPHANIE SCRUGGS
ZONING: MR-30
PIN: 9630778902
PROPOSED WATER LINE
EXTENSION TO BE USED AS
CONSTRUCTION WATER
SOURCE
PROPOSED 2,675 LF OF 6" CLASS
350 DIP WATER LINE EXTENSION
(MIN 3' COVER)
ES ESMT3 I
\ Wililltibil
25' UTILITY EASEMENT / 1
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PABLO AND TIFFANY ESPOSITO
ZONING: RESIDENTIAL 2 -RURAL
PIN: 9630874334
0
8" PLUG, SEE DETAIL
8"x6" TEE
PROPOSED 525 LF OF 8" CLASS
350 DIP WATER LINE EXTENSION
(MIN 3' COVER)
10'x20' BORE
PIT
APPROXIMATE LOCATION OF END OF 8" CITY
OF HENDERSONVILLE WATER MAIN. REMOVE
EXISTING 8" PLUG, TIE INTO EXISTING MAIN.
COORDINATE WITH CITY OF HENDERSONVILLE.
CONTRACTOR TO COORDINATE WITH CITY OF
HENDERSONVILLE AND ENGINEER.
80 160
■
SCALE: 1" = 80'
240
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
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© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
2130
2130
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DRAWN BY:
WJH
/REVISIONS:
A\ 11/22/2021 ESC-STORMWATER SUBMITTAL
n 12/09/2021 TOWN COMMENTS
• 12/21/2021 TOWN AND STATE COMMENTS
/+\ 02/16/2021 NCDEQSTREAM COMMENTS
2120
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INV:
STORM
2106.36
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PROJECT #
20002
2110
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7+61.30
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ORIGINAL ISSUE DATE:
11/16/2021
PROPOSED GRADE
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Blue Ridge Engineering PLLC
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The Cottages at Roper Farm
Banner Farm Road
Mills River, NC
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HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10'
HYDRANT TEE
STA: 16+82.82
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\
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0 HORIZONTAL SCALE: 1" = 40'
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SKYLAR LANE WATER EXTENSION PROFILE
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STA: 12+32.03
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VERTICAL SCALE: 1" = 10'
LUCY LANE WATER EXTENSION PROFILE
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.

DocuSign Envelope ID: B1438177-4731-46FC-94B3-DAE177E72519
VEGETATIVE PLAN
Seedbed Preparation (SP)
SP-1 Fill slopes 3:1 or steeper to be seeded with a hydraulic seeder (permanent
seedings)
1) Leave the last 4-6 inches of fill loose and uncompacted, allowing rocks,
roots, large clods and other debris to remain on the slope.
2) Roughen slope faces by making grooves 2-3 inches deep, perpendicular to
the slope.
3) Spread lime evenly over slopes at rates recommended by soil tests.
SP-2 Fill slopes 3:1 or steeper (temporary seedings)
1) Leave a loose, uncompacted surface. Remove large clods, rocks, and debris
which might hold netting above the surface.
2) Spread lime and fertilizer evenly at rates recommended by soil tests.
3) Incorporate amendments by roughening or grooving soil surface on the
contour.
SP-3 High -maintenance turf
1) Remove rocks and debris that could interfere with tillage and the
production of a uniform seedbed.
2) Apply lime and fertilizer at rates recommended by soil tests; spread
evenly and incorporate to a depth of 2-4" with a farm disk or chisel plow.
3) Loosen the subgrade immediately prior to spreading topsoil by disking or
scarifying to a depth of at least 2 inches.
4) Spread topsoil to a depth of 2-4 inches and cultipack.
5) Disk or harrow and rake to produce a uniform and well -pulverized surface.
6) Loosen surface just prior to applying seed.
SP-4 Gentle or flat slopes where topsoil is not used.
1) Remove rocks and debris.
7.30
2) Apply lime and fertilizer at rates recommended by soil tests; spread
evenly and incorporate into the top 6" with a disk, chisel plow, or rotary
tiller.
3) Break up large clods and rake into a loose, uniform seedbed.
4) Rake to loosen surface just prior to applying seed.
Seeding Methods (SM)
SM-1 Fill slopes steeper than 3:1 (permanent seedings)
Use hydraulic seeding equipment to apply seed and fertilizer, a wood fiber
mulch at 45 lb/1,000 ft2, and mulch tackifer.
SM-2 Gentle to flat slopes or temporary seedings
1) Broadcast seed at the recommended rate with a cyclone seeder, drop
spreader, or cultipacker seeder.
2) Rake seed into the soil and lightly pack to establish good contact.
Mulch (MU)
MU-1 Steep slopes (3:1 or greater)
In mid -summer, late fall or winter, apply 100 lb/1,000 ft2 grain straw, cover
with netting and staple to the slope. In spring or early fall use 45 lb/1,000
ft2 wood fiber in a hydroseeder slurry.
MU-2 High -maintenance vegetation and temporary seedings
Apply 90 lb/1,000 ft2 (4,000 lb/acre) grain straw and tack with 0.1 gal/yd2
asphalt (11 gal/1,000 ft2).
MU-3 Grass -lined channels
Install excelsior mat in the channel, extend up the channel banks to the
highest calculated depth of flow, and secure according to manufacturer's
specifications.
On channel shoulders, apply 100 lb/1,000 ft2 grain straw and anchor with 0.1
gal/yd2 (11 gal/1,000 ft2) asphalt.
Maintenance (MA)
MA-1 Refertilize in late winter or early spring the following year. Mow as
desired.
MA-2 Keep mowed to a height of 2-4 inches. Fertilize with 40 lb/acre (1 lb/1,000
ft2) nitrogen in winter and again the following fall.
MA-3 Inspect and repair mulch and lining. Refertilize in late winter of the
following year with 150 lb/acre 10-10-10 (3.5 lb/1,000ft2).
a height of 3-4 inches.
Mow regularly to
MA-4 Topdress with 10-10-10 fertilizer if growth is not fully adequate.
MA-5 Topdress with 50 lb/acre (1 lb/1,000 ft2) nitrogen in March. If cover is
needed through the following summer, overseed with 50 lb/acre Kobe lespedeza.
MOUNTAINS - ELEVATION
BELOW
2,500 FT.
TEMPORARY SEEDING SCHEDULE
DATES
SPECIES
RATE (LB / ACRE)
SOIL ADDITIVES
RATE (LB / ACRE)
FEBRUARY 01 - MAY 01
RYE (GRAIN)
ANNUAL LESPEDEZA (KOREAN)
120
50
DUE TO PROXIMITY OF SENSITIVE
WATER ONSITE, ONLY APPLY
FERTILIZER PER SOIL TEST
RECOMMENDATIONS, NO FERTILIZER
AND ONLY NATIVE MIXES MAY BE
USED WITHIN STREAM BUFFERS
MAY 15 - AUGUST 15
GERMAN MILLET
OR
SUDANGRASS
40
50
AUGUST 15 - DECEMBER 15
RYE (GRAIN)
120
PERMANENT SEEDING SCHEDULE - GENTLE SLOPES
BEST DATES
POSSIBLE DATES
SPECIES
RATE (LB / ACRE)
SOIL ADDITIVES
RATE (LB / ACRE)
MARCH 01 - APRIL 01
&
AUGUST 15 - SEPTEMBER 01
MARCH 01 - MAY 10
&
JULY 25 - SEPTEMBER 15
TALL FESCUE
60
DUE TO PROXIMITY OF SENSITIVE
WATER ONSITE, ONLY APPLY
FERTILIZER PER SOIL TEST
RECOMMENDATIONS, NO FERTILIZER
AND ONLY NATIVE MIXES MAY BE
USED WITHIN STREAM BUFFERS
PERMANENT SEEDING SCHEDULE - STEEP SLOPES
BEST DATES
POSSIBLE DATES
SPECIES
RATE (LB / ACRE)
SOIL ADDITIVES
RATE (LB / ACRE)
MARCH 01 - APRIL 01
&
AUGUST 15 - SEPTEMBER 01
MARCH 01 - MAY 10
&
JULY 25 - SEPTEMBER 15
CREEPING RED FESCUE
KENTUCKY BLUEGRASS
160
5
DUE TO PROXIMITY OF SENSITIVE
WATER ONSITE, ONLY APPLY
FERTILIZER PER SOIL TEST
RECOMMENDATIONS, NO FERTILIZER
AND ONLY NATIVE MIXES MAY BE
USED WITHIN STREAM BUFFERS
0 SEEDING SPECIFICATIONS
SCALE: NTS
7.31
PRE -CAST CATCH BASIN PER
D.O.T. HEAVY DUTY TRAFFIC
RATING
PRE -CAST STRUCTURE PER D.O.T.
HEAVY DUTY TRAFFIC RATING
ROUND PRECAST CAN BE
SUBSTITUTED FOR SQUARE
NEENAH R-3246 TYPE C GRATE
VULCAN V-4060-1
EAST JORDAN 7030M2 GRATE, TI BACK
US FOUNDRY 5130-6168
J❑❑❑❑❑Liuuu❑❑CIO
6" MIN
IN.
0 CURB INLET
SCALE: NTS
NEENAH R-1878-B7G
VULCAN V-5660
US FOUNDRY 4139-6429
=I 1I—
-1 1'
WASHED STONE
1" DIA. WEEPHOLE 1
REQUIRED
CAST -IN -PLACE
CONCRETE INVERT
12" TYP
MIRAFI 140N
NON -WOVEN FILTER
FABRIC OR EQUAL
12" THICK WASHED STONE (TYP.)
—�fTl�fII-111E111E111E111E111-111
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SCALE: NTS
CAST -IN -PLACE
CONCRETE INVERT
12" THICK WASHED
STONE (TYP.)
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
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REVISIONS:
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TOWN COMMENTS
TOWN AND STATE COMMENTS
NCDEQ STREAM COMMENTS
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
will not dislodge the soil. Use one of the
g
Stabilize theground sufficientlyso that rain
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations onplans. Locate earthen -material stockpile areas at least
P P
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA
Environmental Quality
CLEANLY NOM SOME
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1.
2.
3.
Create designated hazardous waste collection areas on -site.
Place hazardous waste containers under cover or in secondary containment.
Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self -inspections are required during
below. When adverse weather or
personnel to be in jeopardy, the inspection
which it is safe to perform the inspection.
greater than 1.0 inch occurs outside
performed upon the commencement
were delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDCs)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be kept on site and available for
hours.
1.
2.
3.
E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
inspection at all times during normal business
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC measures.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
release of
hazardous
substances per Item
1(b)-(c) above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill cr release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(I)(7)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NORTH CAROLINA
Environmental Quality
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
6"
(15cm)
5
4"-6"
(10-15cm)
r
4
6"
(15cm)
Drawing Not To Scale
2
8
12"(30cm
6"
(15cm)
,..1=11 r-
III_-1 N
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
/;Bic
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6"
(15cm)
7
4"(10cm)
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NOTES:
*Horizontal staple spacing should be
altered if necessary to allow staples to
secure the critical points along the channel
surface.
**In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
be necessary to properly secure the
RECP's.
NORTH
AMERICAN
GREEN
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-722-2040
www.nagreen.com
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
Drawn on: 5-4-17
CHANNEL
INSTALLATION
DETAIL
1. Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary application of
lime, fertilizer, and seed.
2. Begin at the top of the channel by
anchoring the RECPs in a 6"(15cm)
deep X 6"(15cm) wide trench with
approximately 12"(30cm) of RECPs
extended beyond the up -slope portion
of the trench. Use ShoreMax mat at the
channel/culvert outlet as supplemental
scour protection as needed. Anchor the
RECPs with a row of staples/stakes
approximately 12"(30cm) apart in the
bottom of the trench. Backfill and
compact the trench after stapling. Apply
seed to the compacted soil and fold the
remaining 12"(30cm) portion of RECPs
back over the seed and compacted soil.
Secure RECPs over compacted soil
with a row of staples/stakes spaced
approximately 12" apart across the
width of the RECPs.
3. Roll center RECPs in direction of water
flow in bottom of channel. RECPs will
unroll with appropriate side against the
soil surface. All RECPs must be
securely fastened to soil surface by
placing staples/stakes in appropriate
locations as shown in the staple pattern
guide.
4. Place consecutive RECPs end -over -end
(Shingle style) with a 4"-6" overlap. Use
a double row of staples staggered 4"
apart and 4" on center to secure
RECPs.
5. Full length edge of RECPs at top of side
slopes must be anchored with a row of
staples/stakes approximately 12"(30cm)
apart in a 6"(15cm) deep X 6"(15cm)
wide trench. Backfill and compact the
trench after stapling.
6. Adjacent RECPs must be overlapped
approximately 2"-5" (5-12.5cm)
(Depending on RECPs type) and
stapled.
7. In high flow channel applications a
9 PP
staple check slot is recommended at 30
to 40 foot (9 -12m) intervals. Use a
double row of staples staggered
4"(10cm) apart and 4"(10cm) on center
over entire width of the channel.
8. The terminal end of the RECPs must be
anchored with a row of staples/stakes
approximately 12" (30cm) apart in a
6"(15cm) deep X 6"(15cm) wide trench.
Backfill and compact the trench after
stapling.
DITCH SCHEDULE
TYPE
TYPE
BOTTOM WIDTH
SIDE SLOPE
LENGTH
LINER
RIP -RAP CHECK DAMS
A
TRAPEZOIDAL
12"
4:1
VARIES
NAG SC150-BN
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SCALE: NTS
COMPACTED SOIL
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SCALE: NTS
MIN. 4 DOWNSLOPE
STAKES
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© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
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INFLOW TO BE VIA
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9 GAUGE MIN. HIGH
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1\_ SHALL BE SECURED TO
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STRUCTURE, SEE
STORM DRAIN PLAN
1' FREEBOARD
f
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COIR FIBER BAFFLE
MATERIAL
EMBANKMENT
EMERGENCY
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CONNECT SKIMMER TO
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STORM DRAIN PLAN
0 SKIMMER BASIN W/ BAFFLES
SCALE: NTS
DISTURBED
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SEDIMENT
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9 SILT FENCE
UNDISTURBED
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LOW POINT
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SECTION
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18" MIN.
SEDIMENT
STORAG E
PIT
4LF SILT
DISTURBED FENCE
AREA
UNDISTURBED
AREA
DISTURBED
AREA
OS/
T-POST
- STONE OUTLET
ALONG SLOPES
0 SILT FENCE STONE OUTLET
SCALE: NTS
FLOW
III III-
11111II=111II=11_
PERIMETER
SILT FENCE
NOTES:
1. INSTALL AT ALL LOW POINTS AND ALONG PERIMETER SILT FENCE AS NECESSARY TO PREVENT STORM WATER FROM
BEING COLLECTED AND CONCENTRATED AND TO ALLOW FILTERED STORM WATER TO RELEASE THROUGH STONE
OUTLETS.
2. STORM WATER FLOW SHALL BE DIRECTED TO THE STONE OUTLETS WHERE INSTALLED.
3. EXCAVATED SEDIMENT STORAGE PITS SHALL BE CLEANED OUT WHEN 50% FULL.
1
BAFFLE MATERIAL, EACH SIDE
OF T-POST
11 GAUGE LANDSCAPE STAPLE, 12"
LONG, SECURED TO BOTTOM AND
SIDES OF BASIN.
BAFFLE CROSS SECTION
4' MAX
1
1
11- I-1 I I ; I
6' STEEL T-POST, 2'
BELOW GROUND
BAFFLE ELEVATION
i
1
EXTEND 9 GAUGE WIRE TO
BASIN SIDE OR INSTALLT-POST
TO ANCHOR BAFFLE TO SIDE OF
BASIN AND SECURE TO
VERTICAL POST.
SECURE BOTTOM OF
BAFFLE TO GROUND
WITH 12" STAPLES AT 12"
MAX. SPACING
NOTES:
1. BAFFLES MADE OF 700 g/m2 COIR EROSION BLANKET OR EQUIV. INSTALLATION IS SIMILAR
TO A SEDIMENT FENCE. TYP. 3 EA. BASIN, (2 IF BASIN IS LESS THAN 20' IN LENGTH.
2. BASIN SHALL BE INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER)
RAINFALL EVENT.
3. SEDIMENT SHALL BE EXCAVATED WHEN ACCUMULATED DEPTH REACHES 25% OF TOTAL
CAPACITY.
4. BAFFLES SHALL BE REPAIRED IF THEY ARE DAMAGED. RE -ANCHOR BAFFLES IF
STORMWATER IS FLOWING UNDER OR AROUND BAFFLES.
5. INSPECT AND REPAIR EMBANKMENTS SHOULD ANY ERODING OR SETTLEMENT OCCUR.
EXISTING
GROUND
FILTER
CLOTH
SECTION
50'
50'
PROVIDE APPROPRIATE TRANSITION BETWEEN
STABILIZED CONSTRUCTION ENTRANCE &
PUBLIC RIGHT-OF-WAY
EXISTING40,110p10........00
�'i-• g• t• t• t• j• j• t• �•
• GROUND i /0. //.�//,�//.�//.�/,.�//.�//.�/� 4
x/x/\ AP �i ;SIP & &I W N w se
WAS
PLAN VIEW `/I
2" - 6" CLEAN STONE
EXISTING
PAVEMENT
WIDTH 1
LENGTH
RIPRAP STONE OVER
GEOTEXTILE FILTER
FABRIC
WIDTH 2
DIAMETER
NCDOT RIPRAP CLASSIFICATIONS
CLASS
d,MIN
d,50
d,MAX
APRON THICKNESS
A
2"
4"
6"
9"
B
5"
8"
12"
18"
1
5"
10"
17"
26"
2
9"
14"
23"
35"
RIPRAP APRONS - MIN. DIMENSIONS
APRON
DIAMETER
WIDTH 1
WIDTH 2
LENGTH
STONE SIZE
THICKNESS
ALL 18" Outlets
18"
11.5'
4.5'
10'
A
9"
Outlet A
24"
16'
6'
14'
B
18"
TEMPORARY 12" HDPE PIPE
IF NECESSARY TO CARRY
STORMWATER TO EROSION
CONTROL MEASURE
EXISTING
PAVEMENT
1.
2.
3.
0 OUTLET PROTECTION
SCALE: NTS
6"
APP7
I
PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF
LIME, FERTILIZER, AND SEED.
EROSION CONTROL BLANKETS SHALL BE INSTALLED FOLLOWING MANUFACTURERS'
SPECIFICATIONS. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING
STAPLES/STAKES IN APPROPRIATE LOCATIONS.
EXTEND12" OF BLANKET BEYOND THE TOP OF SLOPE.
0 EROSION CONTROL MATTING FOR SLOPES
SCALE: NTS
0 TEMPORARY CONSTRUCTION ENTRANCE
SCALE: NTS
CONSTRUCTION SPECIFICATIONS
1. STONE - USE CLASS 'A' STONE (2 - 6 INCH STONE)
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. THICKNESS - NOT LESS THAN EIGHT (8) INCHES.
4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS.
5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC
RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM
ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER
APPROVED METHODS.
6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT
SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
7. PROVIDE GEOTEXTILE FOR DRAINAGE BENEATH STONE.
FLOW
TOP & BOTTOM
STRAND SHALL BE 10
GAUGE MIN.
8' MAX. WITH WIRE
HORIZONTAL AND VERT.
WIRES SHALL BE 14
GAUGE MIN., 6" SPACING
5' STEEL POST
I ■IA
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1
18" - 24"
I
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a.
-II I -III I I III 11 1' I -I I I
WIRE u PLASTIC OR J WIRE TIES NATURAL GROUND
FILTER FABRIC
COMPACTED FILL
I I II I II I II I II II 1-
FILTER FABRIC PER
ASTM 6461
STEEL POST DRIVEN
2'-0" BELOW GRADE
III-1 I I-III-1 I
EXTEND FABRIC AND WIRE INTO
TRENCH. EXTEND FABRIC ACROSS
BOTTOM OF TRENCH.
#5 OR #57 WASHED STONE
1' THICK x 2' HIGH (MIN)
POST SPACING 4'-0" MAX.
NOTES:
1. FILTER FABRIC SHALL BE A MINIMUM OF 36" WIDTH AND SHALL
BE FASTENED ADEQUATELY TO THE WIRE. NO MORE THAN 24"
OF FABRIC IS ALLOWED ABOVE GROUND.
2. INSTALL SUPPORT POST ON THE DOWNHILL SIDE OF SILT FENCE.
3. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN THE
SEDIMENT IS 25% THE HEIGHT OF THE FENCE.
4. REPLACE ANY TORN, COLLAPSED, OR DECOMPOSED FABRIC.
5. INSPECT FENCES AT LEAST ONCE PER WEEK AND AFTER EACH
RAINFALL. MAKE REPAIRS IMMEDIATELY.
0 SEDIMENT FENCE
SCALE: NTS
CLASS B RIP RAP
PERSPECTIVE VIEW
#5 OR #57 WASHED STONE
1'
3'
SECTION
.//
SEDIMENT STORAGE AREA
FINISH GRADE
CLASS B RIP RAP
ROCK DOUGHNUT INLET PROTECTION
SCALE: NTS
FLOW
FLOW
WASHED
STONE
FILTERED
WATER 1
\1/4`- AVERAGE BOX
DIMENSION VARIABLE
SECTION
MULTI -DIRECTIONAL
FLOW
NOTES:
1. STONE SHALL BE #57 WASHED STONE.
2. WIRE MESH SHALL BE HARDWARE CLOTH 19 GAUGE AND SHALL HAVE 1/4 INCH MESH OPENINGS.
3. PLACE A 2-FOOT FLAP OF WIRE MESH UNDER THE GRAVEL FOR ANCHORING.
4. STEEL POST SHALL BE 5 FT. IN HEIGHT, BE INSTALLED 2.0 FT. DEEP MINIMUM, AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
5. POST SPACING SHALL BE A MAXIMUM OF 4 FT.
6. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE
MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
FLOW
1/4" WIRE MESH
.16W. iiii�i
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PLAN
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MULTI -DIRECTIONAL
FLOW
0 INLET PROTECTION
SCALE: NTS
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
PROJECT #
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DocuSign Envelope ID: B1438177-4731-46FC-94B3-DAE177E72519
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
DRAWN BY:
WJH
P�REVISIONS:
A\ 11/22/2021 ESC-STORMWATER SUBMITTAL
12/09/2021 TOWN COMMENTS
© 12/21/2021 TOWN AND STATE COMMENTS
® 02/16/2021 NCDEQSTREAM COMMENTS
I
GENERAL NOTES:
1. WATER CONSTRUCTION ON THIS SITE IS AUTHORIZED BY PERMITS ISSUED BY THE NORTH 20. MAINTAIN 18 INCHES VERTICAL SEPARATION BETWEEN STORM DRAIN AND WATER, OR
CAROUNA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) AND AUTHORIZED BY THE INSTALL FERROUS MATERIAL WATER UNE WITHIN 10 FEET EACH SIDE OF CROSSING.
STAR PIPE PRODUCTS
TRACE -SAFE CONNECTOR #107 VALVE BOX (H20)
2' MIN.
CITY OF HENDERSONVILLE. THE WORK IS SUBJECT TO INSPECTIONS AT ALL TIMES BY 21. TAPS GREATER THAN ONE -INCH IN DIAMETER IN EXISTING, ACTIVE WATER MAIN ARE TO BE
REPRESENTATIVES OF NCDEQ, THE CITY OF HENDERSONVILLE, THE OWNER OR THE PERFORMED BY THE CITY UNLESS OTHERWISE APPROVED IN WRITING BY THE CITY. TAPS IN
ENGINEER. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION OF THE WATER SYSTEMS NEW CONSTRUCTION ARE TO BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH
BY THE ENGINEER AND THE APPLICANT PRIOR TO ISSUANCE OF FINAL OPERATION CITY REQUIREMENTS.
APPROVAL
IN -LINE WITH LOCATING CLIP OR APPROVED EQUAL
AND MOUNTING HOLE (MOUNT TO
PVC RISER WITH 304 SS BOLT
24"x24"x6" CLASS B
FORD STAINLESS STEEL
TAPPING SLEEVE
-
FIRE HYDRANT .�
/%
( O\ 5-1/4" STORZ NOZZLE
WORD "WATER"
CAST INTO TOP
22. ALL WATER METERS WILL BE SET BY CITY STAFF UNLESS THE CONTRACTOR IS GRANTED
CONCRETE THRUST
(.-
PROJECT #
20002
2. MATERIALS AND INSTALLATION FOR WATER CONSTRUCTION SHALL CONFORM TO THE LATEST WRITTEN PERMISSION BY THE CRY.
VERSIONS OF CRY SPECIFICATION AND DETAILS AND AWWA STANDARDS AND REQUIREMENTS.
22.1. THE CONTRACTOR WILL PROVIDE THE CITY NOTICE OF 10 WORKING DAYS MINIMUM PRIOR
3. CONTRACTOR SHALL NOTIFY NC811 & APPROPRIATE UTILITIES AGENCIES PRIOR TO TO THE DATE OF METER INSTALLATION.
CONCRETE PAD
TYPICAL FINISHED GRADE
BLOCK
GATE VALVE
.••• -- --
/
24" X 24" X 6"
PERFORMING ANY WORK.
4. REGULAR WORKING HOURS SHALL BE FROM 7:00 AM TO 5:00 PM MONDAY THROUGH 22.2. THE CONTRACTOR WILL PROVIDE A UCENSED PLUMBER DURING THE METER INSTALLATION
TO VERIFY UNE SERVICES IN ALL MULTI -METER BOXES.
FRIDAY, EXCEPT IN CASES OF EMERGENCY OR OTHERWISE APPROVED IN WRITING BY THE
TYPICAL FINISHED GRADE
IN PAVED AREAS
IN UNPAVED AREAS
(SEE INSTALLATION DETAIL)
\ p'
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CLASS B CONCRETE PAD
CRY OR AUTHORIZED REPRESENTATIVES. THE CONTRACTOR SHALL ENSURE THE 23. ALL PUBLIC WATER MAIN CONSTRUCTION SHALL BE PERFORMED BY A NORTH CAROUNA
b.
24" X 24" X 6"
I
CONSTRUCTION SITE IS SAFE FOR ANY PERSONS WHO MAY BE ON SITE DURING LICENSED UTILITY CONTRACTOR.
CLASS B CONCRETE PAD
FINISHED GRADE
NON -WORKING HOURS. 24. ALL WATER APPURTENANCES ARE TO BE MADE USING LEAD FREE MATERIALS. PIPE,
A
,
,•
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5. ALL PERSONS SHALL BE COURTEOUS AND RESPECTFUL TO THE PUBLIC. CURSING OUR FITTINGS, VALVES, HYDRANTS, PIPE CLAMPS, RESTRAINTS, FLANGES, CASTINGS, REBAR,
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ORIGINAL ISSUE DATE:
11/16/2021
FOUL LANGUAGE IS NOT PERMITTED AND WILL NOT BE TOLERATED. HATCHES, INLETS, METER BOXES AND ALL OTHER CAST IRON COMPONENTS SHALL BE
• �• • • • • • • • • •. • • • • �- • • •
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MANUFACTURED IN THE USA.
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6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL ON ALL ROADWAYS
25. RESTRAINED JOINTS BY AN APPROVED PIPE MANUFACTURER ARE TO BE USED FOR ALL
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DURING THE PROJECT. THE CONTRACTOR SHALL NOTIFY LOCAL EMERGENCY, SCHOOL AND
PUBLIC WATER LINES WHERE THRUST RESTRAINING IS REQUIRED IN ACCORDANCE WITH THE
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OTHER NECESSARY AUTHORITIES PRIOR TO ANY STREET CLOSING OR TRAFFIC CHANGE.
PLANS AND MANUFACTURER'S SPECIFICATION. CONCRETE THRUST BLOCKS ARE PERMITTED
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7 ADJACENT PUUBIJCRAND PHIS SHALL AND
RIVATE ROADWAYS CLEANKEEP THE DURING THE PROJECTOTHEN ITCONTRACTOR ONLY WHERE CONNECTIONS ARE MADE TO EXISTING WATER LINES OR WHERE THE USE OF
MECHANICAL RESTRAINT IS NOT FEASIBLE./%
IS ALSO RESPONSIBLE FOR CONTROWNG DUST WffHIN THE PROJECT AREA.
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26. ALL FIRE HYDRANTS, VAULTS, BACKFLOW PREVENTERS, HOT BOXES AND WATER METERS
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8. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION IN ACCORDANCE WITH THE ARE TO BE INSTALLED ON RELATIVELY FLAT AREAS OUTSIDE OF PAVEMENT.
•�•-�-��
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/\� INSTALLATION DETAIL
LINES, GRADES AND ELEVATIONS SHOWN ON THE PLANS OR AS GIVEN BY THE ENGINEER IN
THE FIELD. 27. TAMPERING WITH OR ILLEGAL USE OF THE PUBUC WATER SUPPLY WILL RESULT IN
12" CABC
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SUSPENSION OF WATER SERVICE, INCLUDING DOMESTIC AND COMMERCIAL, UNTIL FINAL
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9. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND THE ELEVATION FOR ALL UTILITIES, APPROVAL BY THE CITY IS ISSUED. A PERSON FOUND TO BE USING WATER ILLEGALLY
1 8" TYP -
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RESTRAINED HYDRANT TEE
RESTRAINED
DRAINAGE AND OTHER UNDERGROUND FACILITIES BOTH EXISTING AND PROPOSED, AND SHALL BE SUBJECT TO PENALTIES OR FINES, AS PRESCRIBED AND APPROVED BY CITY
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8" PVC, SDR 35 I x
12" X 12" AND 16' X 16" TAPPING
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(SEE RESTRAINT DETAIL)
SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
CONSTRUCTION. COUNCIL
La
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(RISER) ; V
SLEEVES NOT ALLOWED. PLAN
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10. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION. REPAIRS SHALL
BE MADE IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE TESTING & INSPECTION:
i7 U REQ'D. FOR WIRE PENETRATION
HIGH DENSITY
GATE VALVE
(SEE INSTALLATION DETAIL)
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02/16/2022
FART
CDURINGTCONSTRUCTION
PLASTIC VALVE
.
C.Y. OF #57 ,//// r
+yr�
1. EER AT I 5 ING YS BEFORE
TCONSTRUCTION HE CITY OF HENDERSONVILLEINSCHEDULE
CILITIES
WASHED STONE \,//��/� 'I�11�1�1
STARTING TOAND
11. THE CONTRACTOR SHALL MAINTAIN THE OPERATION OF EXISTING OFEWA RIF A PRE -CONSTRUCTION
CENTERING RING
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UTILITIES WITH THE I FAST AMOUNT SERVICE INTERRUPTION POSSIBLE IN COORDINATION CONFERENCE. THE ENGINEER SHALL PERIODICALLY INSPECT THE PROGRESS OF
TEE SPLICE, TRACE -SAFE® MAIN
Ills
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WITH THE CRY OF HENDERSONVILLE. CONTINUOUS SERVICE, PUBUC HEALTH AND SAFETY INSTALLATION AT A MINIMUM AND SHALL COMPLETE A FINAL WATER CERTIFICATION.
.
TO LATERAL CONNECTION (T-S 19)
,,,...../
• •;•. •
-
SHALL EXCEED ALL OTHERS AND CONTRACTORS SCHEDULE, PLANS AND 2. ALL CHANGES TO THE APPROVED CONSTRUCTION PLANS AND SUBMITTALS MUST BE•
24" MAXIMUM
CONCRETE
THRUST/\CONSIDERATIONS
Oo �\
WORK SHALL AT ALL TIMES BE SUBJECT TO ALTERATION AND REVISION IF NECESSARY FOR APPROVED IN WRITING BY THE CITY PRIOR TO IMPLEMENTATION IN THE FIELD.CONCRETE
THRUST BLOCK+/
THESE CONSIDERATIONS.
COMPACTED BACKFILL
BLOCK
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3. THE CONTRACTOR SHALL FURNISH SECURE AND PROVIDE ALL NECESSARY TESTING
�����..••••
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12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMPORARY OR PERMANENT MATERIALS, EQUIPMENT, LABOR. THE CONTRACTOR SHALL COORDINATE TESTING, FLUSHING,
• ••::t%:�:�:�:
• • • • • • o • • •
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RELOCATION OF STRUCTURES AND UTILITIES, INCLUDING BUT NOT UMITED TO POLES, SIGNS, DISINFECTION, AND BACTERIOLOGICAL SAMPUNG WITH CITY INSPECTOR.
••••:♦0•i i 000c. i•
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FENCES, HYDRANTS, VALVES, PIPING, CONDUITS AND DRAINS THAT INTERFERE WITH THE4. THE ENGINEER OR CONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION INSPECTORS 72
`•••••••••••••s•••••••••••••••••••
•WIRE
••••e•
DIMJ GATE VALVE
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USE 4" X 16" X 8" SOLIDf\\ //�/
11��,//
POSITIONING OF THE WORK AS SHOWN ON THE DRAWINGS.
HOURS (MINIMUM)PRIOR TO ANY WATER MAIN OR TESTING OPERATIONS. AT A MINIMUM
TRACING •••• 44,44•�•�•�•�•�•�•�444,40
•••••••••••••••••••••••••••••••••• .
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CONCRETE BLOCKS UNDER BEND/ // - / / / //, �\j \
13. CONTRACTOR SHALL BE REQUIRED TO CONFORM AND COMPLY WITH ALL RESTRICTIONS CITY STAFF SHALL BE NOTIFIED PRIOR TO TAPS, TESTING, FLUSHING, DISINFECTION, AND
AND EASEMENT CONDITIONS AND IS RESPONSIBLE FOR ALL RELATED INCIDENTAL COSTS SAMPUNG.
• = = =: = • = = = = 4 �44 2: •__�.�
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5. PRESSURE TEST WATER MAINS TO 200 PSI MIN. FOR A MINIMUM OF TWO HOURS IN
14. EXISTING WATER SERVICES SHALL BE REPLACED TO THE EXISTING METER UNLESS ACCORDANCE WITH CITY REQUIREMENTS AND AWWA C600.
OTHERWISE APPROVED IN WRITING BY THE CITY. SPLICING OF THE WATER SERVICE ON THE
D.I. CL. 350
WATER LINE
_
♦
II
'I
_
\%\\//\ ,„ ,,,\
K\\/.\�/ JOINT RESTRAINT
DOWNSTREAM SIDE OF THE METER IS NOT PERMITTED. CERTIFIED TESTING LABORATORY IN ACCORDANCE WITH CRY REQUIREMENTS AND AWWA
6. DISINFECT WATER LINES AND PROVIDE ACCEPTABLE BACTERIOLOGICAL TEST FROM Aiiil
t
1 O 0(SEE
•
III•
RESTRAINT DETAIL)
15. ALL DISTURBED AREAS, INCLUDING BUT NOT LIMITED TO ASPHALT, CONCRETE, DRIVEWAYS, C651. THE CONTRACTOR MAY ELECT TO USE THE CITY'S CERTIFIED TESTING LABORATORY.
II
MAIN
O O
Air
•IIII
A
ROADS, LANDSCAPING, SHALL BE REPAIRED TO EQUAL OR BETTER CONDITION THAN THE
-•
e
NOTES:
ORIGINAL SITE. GRASS AND LANDSCAPED AREAS FILL MATERIAL MUST BE REPLACED IN 7• PRIVATELY OWNED FIRE STSILMS SHALL BE APPROVED BY THE APPROPRIATE LOCAL
TRENCH TO GRADE AS SOON AS WATERUNE CONSTRUCTION ALLOWS. ADEQUATE SEEDING PERMITTING AUTHORITY. THE CRY ENGINEERING OR WATER AND SEWER DEPARTMENTS ARE
AND STRAW OR MULCH SHALL THEN BE APPUED TO THE DISTURBED TRENCH AREA. NOT RESPONSIBLE FOR ENSURING COMPLIANCE WITH APPROPRIATE FIRE PROTECTION
ADDITIONAL FILL AND SITE RESTORATION MAY BE REQUIRED WITHIN THE WARRANTY PERIOD REGULATIONS. THE CRY DOES NOT PROVIDE ANY GUARANTEE OF RS WATER STSItM'S
AT THE CRY'S DISCRETION. CAPABILITY TO DELIVER WATER FLOW AND RESIDUAL PRESSURE THE FIRE PERMITTING
AUTHORITY MAY REQUIRE.
16. CONTRACTOR SHALL PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF AS 8.ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE USC APPROVED AND REVIEWED BY
REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUETHE CIY'S. PROTECTION OF THE PUBUC WATER DISTRIBUTION SYSTEM SHALL BE
TO RUNOFF FROM CONSTRUCTION.
APPROVED RESTRAINT
�1
RESTRAINED DIMJ OR
YDRANT "TEE"
DEVICE
FORD STAINLESS STEEL
TAPPING SLEEVE
ELEVATION
EXISTING MAIN
1. FIRE HYDRANTS SHALL BE RATED TO A MINIMUM 250 PSI WORKING PRESSURE IN
ACCORDACE WITH AWWA C-502 UNLESS SPECIFIED AS 350 PSI BY THE CITY. HYDRANTS
SHALL HAVE A 51k-INCH BARREL AND STORZ CONNECTION.
2. ALL VALVES AND HYDRANTS SHALL HAVE M. J. CONNECTIONS WITH IRON RETAINING
GLAND M.J. RESTRAINT.
Blue Ridge Engineering PLLC
" Ilk 924 Main Street - Suite 200
North Wilkesboro, NC 28659
336.838.2500
www.ridge.blue
Firm #P-0205
17. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW ALL APPUCABLE ASSURED BY INSPECTION OF THE INSTALLATION AND TESTING OF OW PREVENTION
FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING TO DEVICES IN ACCORDANCE WITH APPROPRIATE LOCAL, STATE, AND FEDERAL REGULATIONS.
CONSTRUCTION OPERATIONS. 9. CONSTRUCTION WATER SOURCING MUST BE APPROVED IN WRITING BY THE CITY.
18. ALL WATER MAINS SHALL HAVE 3 FEET MINIMUM COVER. CONSTRUCTION WATER CONNECTIONS SHALL BE PAIRED WITH AN IRRIGATION METER AND
APPROVED BACKFLOW PREVENTION ASSEMBLY. THIS ASSEMBLY INSTALLATION MUST BE
19. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10 FT. OF A CROSSING TESTED BY A UCENSED PLUMBER AND TEST RESULTS SUBMITTED TO THE CITY BEFORE
NOTES•
1. TOP OF COVER SHALL BE STAMPED "WATER"
2. VALVE PAD REQUIREMENTS SHALL NOT BE APPUCABLE FOR PAVED SURFACES.PLACE
MEGALUG OR EQUAL
NOTE:
3. FIRE HYDRANT SHALL BE FACTORY PAINTED YELLOW, WITH FIELD PAINTED TOUCH-UP,
BEFORE PROJECT IS ACCEPTED.
4. HYDRANT VALVE SHALL BE PLACED AS CLOSE AS POSSIBLE TO THE MAIN, BUT DO NOT
VALVE IN PROPOSED OR EXISTING CURB AND GUTTER. IF THE STREET IS SOIL
IF: USE OF CONSTRUCTION WATER.
19.1. SEWER UNE CROSSES OVER WATER, DE 10. SECURE FINAL WRITTEN ACCEPTANCE FROM THE CITY OF HENDERSONVILLE PRIOR TO
3. PAVEMENT REPAIR SHALL MATCH EXISTING ROAD PAVING SECTION. SEE
ASPHALT REPAIR DETAIL # 654.01.
NCDOT
12" X 12" AND 16' X 16" TAPPING SLEEVES ARE NOT ALLOWED. TABLE A-1
AND NO PAVING IS TO BE DONE AT THIS TIME, THE LOCATION OF THE VALVE IS TO BE
DETERMINED BY THE ENGINEER.
19.2. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18 INCHES. ACTIVATION OF THE SYSTEM. WATER SERVICE WILL NOT BE PROVIDED UNTIL WRITTEN
ACCEPTANCE OF THE STSILM IS ISSUED BY THE CRY.
19.3. MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS
UNLESS LAID IN SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER UNE AT IFAST 11. THE ENGINEER SHALL SUPPLY THE CRY WITH FINAL AS -BUILT DRAWINGS AND COMPLETE
18 INCHES ABOVE THE TOP OF THE SEWER UNE OR USE FERROUS MATERIAL FOR BOTH ALL PROJECT CLOSE OUT REQUIREMENTS.
WATER AND SEWER.
4. WHEN OPERATING NUT DEPTH EXCEEDS 3'-0" BELOW FINISHED GRADE,
STANDARD 2" SQUARE OPERATING NUT, TOP OF NUT SHALL BE WITHIN
5. TRACER WIRE WILL BE A 19 GAUGE, TIN COATED, COPPER CONDUCTOR
PROVIDE
5" TO
WITH
EXTENSION
9"
POLYETHYLENE
STEM WITH
OF FINISHED GRADE.
INSULATION.
TBD
NOTE:
5. FIRE HYDRANTS SHALL BE PLACED AS DIRECTED BY THE ENGINEER.
6. HYDRANT BRANCH SHALL NOT BE BACK FILLED UNTIL INSPECTED AND APPROVED BY
THE ENGINEER.
DISCLAIMER
THE STANDARD WATER DETAILS ARE FOR THE SOLE USE OF PROJECTS DIRECTLY FOR, OR THOSE PROJECTS IN WHICH OWNERSHIP WILL
BE TRANSFERRED TO THE CITY OF HENDERSONVILLE. THESE TYPICALS ARE INTENDED TO SHOW THE CITY OF HENDERSONVILLE'S
EXPECTATIONS FOR THE GENERAL LAYOUT, ARRANGEMENT, AND THE QUAUTY OF EQUIPMENT AND MATERIALS FOR WATER DISTRIBUTION
SYSTEM ITEMS AND THEIR RELATED APPURTENANCES. IT REMAINS THE SOLE RESPONSIBIUTY OF THE ENGINEER IN RESPONSIBLE CHARGE
(ERC) OF EACH APPUCATION TO DETERMINE, DESIGN TO, AND CERTIFY TO THE DESIGN PARAMETERS FOR EACH INSTALLATION. THE ERC
MUST ALSO ENSURE THE DESIGN COMPLIES WITH THE MINIMUM DESIGN CRITERIA OF NC DMSION OF ENVIRONMENTAL QUALITY AND ALL
LOCAL AND STATE LAWS AND REGULATIONS.
CORE MATERIAL COMPRISED OF HIGH -TENACITY, WOVEN POLYESTER WITH
ENCAPSULATED IN 30 MIL. BLUE HDPE JACKET PROVIDING CORROSION
STRENGTH AND 1800 LBS. TENSILE STRENGTH. TRACER WIRE WILL NOT
CURRENT WHEN STRUCK BY UGHTNING AND IS DESIGNED FOR DIRECT
APPLICATIONS. WHEN SPLICES AND LATERAL CONNECTIONS ARE MADE,
DESIGNED FOR WIRE WITH WOVEN POLYESTER FIBER CORE ARE TO BE
CONNECTORS SHALL BE TRACE -SAFE® WATER BLOCKING TRACER WIRE
MANUFACTURED BY NEPTCO, INC., OR APPROVED EQUIVALENT, AND PRODUCED
AMERICA.
WATER
RESISTANCE,
CONDUCT
BURY
ONLY GEL
USED.
AND RELATED
BLOCKING
AND
FILLED
TRACER
IN
YARNS
FLEXIBILTY, IMPACT
AN ELECTRICAL
DIRECTIONAL BORING
CONNECTORS
WIRE AND
CONNECTORS,
THE UNITED STATES OF
1. CONCRETE SHALL BE 3000 PSI.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT FITTINGS BY THE INSTALLATION OF
POLYETHYLENE FILM PLACED BETWEEN THE FITTINGS AND
POURED CONCRETE.
3. SEE TABLE A 1 FOR AREA OF CONCRETE REQUIRED FOR MAIN
SIZED 6-INCH THROUGH 16-INCH.
7. GATE VALVE AND BOX SHALL BE IN ACCORDANCE WITH STANDARD DETAIL.
8. HYDRANT EXTENSIONS AND/OR OFFSETS SHALL BE APPROVED BY THE ENGINEER.
9. FIRE HYDRANTS WHICH HAVE BEEN INSTALLED MUST BE TAGGED "OUT OF SERVICE" AND
BAGGED, UTILIZING A RED CANVAS BAG WITH WHITE LETTERING, UNTIL SUCH TIME AS THE WATER
MAIN TO WHICH CONNECTED IS DISINFECTED AND CONNECTED TO THE ACTIVE WATER SYSTEM.
DATE: 03/14/2019 WD DWG. NO. 1
•........... ..
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DATE: 01/12/2019 WD DWG. NO. 5
•.......... ..
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DATE: 01/12/2019 WD DWG. NO. 6
., •..............
DATE: 04/24/2019 WD DWG. NO. 12
..............
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SCALE: NOT TO SCALE
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GENERAL NOTES
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Prepared for:
MOORE AND SON SITE
CONTRACTORS
ATTN: Brian Kirk
103 McDowell Road
MILLS RIVER, NC 28759
[e-mail]
4/30/2019 10:47:16 AM, mpomraning 4/30/2019 11:00:33 AM, mpomraning
4/30/2019 11:02:39 AM, mpomraning 4/30/2019 11:16:34 AM, mpomraning
METER SIZE
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METER BOX
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CITY OF HENDERSONVILLE STANDARD DETAILS
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Banner Farm Road
Mills River, NC
(DEPENDENT ON METER SIZE -SEE TABLE)
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AWWA C153
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DI OFFSET CONNECTOR PIPE
1. THE CITY OF HENDERSONVILLE SHALL INSTALL WATER METERS.
STRAIGHT DUAL CARTRIDGE CHECK VALVE
2. NO METERS WILL BE INSTALLED NOR WATER SERVICE PROVIDED, UNTIL A WRITTEN FINAL (DEPENDENT ON METER SIZE -SEE TABLE)
DATE: 04/29/2019 WO DWG. NO. 8
SCALE: NOT TO SCALE
O.D. OF 6"
AWWA C153
DI PIPE=6.90"
RESTRAINED JOINT
DATE: 01/12/2019 WD DWG. NO. 13
SCALE: NOT TO SCALE
WATER MAIN
NOTES:
DATE: 04/08/2019 WD DWG. NO. 7
ACCEPTANCE OF THE SYSTEM IS ISSUED BY THE CITY.
3. METER BOX SHALL BE BITUMINOUS COATED, CAST IRON BASE, INNER BARREL, AND OUTER BARREL WITH
RESTRAINED JOINT
A
M.J. CONNECTION WITH IRON
RETAINING GLAND M.J. RESTRAINT
(SEE RESTRAINT DETAIL)
1. PIPE AND FITTINGS SIZE SHALL MATCH THE
SIZE OF THE PROPOSED AIR RELEASE VALVE
1-7/8" TOUCH -READ HOLE IN LID.
4. EXTEND TRACER WIRE FROM MAIN TO METER BOX. WIRE NOT SHOWN FOR CLARITY. TRACER WIRE
WILL BE A 19 GAUGE, TIN COATED, COPPER CONDUCTOR WITH POLYETHYLENE INSULATION. CORE
MATERIAL COMPRISED OF HIGH -TENACITY, WOVEN POLYESTER WITH WATER BLOCKING YARNS
City of Hendersonville Engineering Del,x
305 Williams Street
Hendersonville, NC 28792
[phone] (office)
www.cityofhendersonville.orq
TOTAL LENGTH OF OS PIPE
NOTES:
City of Hendersonville Engineering DepN
305 Williams Street
Hendersonville, NC 28792
[phone] (office)
www.cityofhendersonville.org
TO BE INSTALLED.
2. LOCATION TO BE THE SAME AS METER BOX
DETAILS.
ENCAPSULATED IN 30 MIL. BLUE HDPE JACKET; PROVIDING CORROSION RESISTANCE, FLEXIBILITY,
IMPACT STRENGTH AND 1800 LBS. TENSILE STRENGTH. TRACER WIRE WILL NOT CONDUCT AN
ELECTRICAL CURRENT WHEN STRUCK BY LIGHTNING AND IS DESIGNED FOR DIRECT BURY ANDDETAIL
DIRECTIONAL BORING APPLICATIONS. WHEN SPLICES AND LATERAL CONNECTIONS ARE MADE, ONLYAPPROVED
GEL FILLED CONNECTORS DESIGNED FOR WIRE WITH WOVEN POLYESTER FIBER CORE ARE TO BE
USED. TRACER WIRE SHALL BE TERMINATED IN METER BOX AT MOUNTED TRACE -SAFE® LOCATING
CLIP, MOUNTED A MAXIMUM OF 3" FROM TOP OF BOX WITH 304 SS BOLT. TRACER WIRE AND
CONNECTORS SHALL BE TRACE -SAFE® WATER BLOCKING TRACER WIRE AND RELATED
CONNECTORS, MANUFACTURED BY NEPTCO, INC., OR EQUIVALENT APPROVED BY ENGINEER, AND
PRODUCED IN THE UNITED STATES OF AMERICA.
1.SEE FIRE HYDRANT STANDARD INSTALLATION
FOR ADDITIONAL REQUIREMENTS.WATER
2. ALL VALVES AND HYDRANTS SHALL HAVE M.J.
CONNECTIONS WITH IRON RETAINING GLAND M.J.
RESTRAINT.
3. FIRE HYDRANT OFFSET CONNECTOR SHALL BE
PLACED AS APPROVED BY THE ENGINEER.
4. OFFSET CONNECTOR SHALL NOT BE BACK
FILLED UNTIL INSPECTED AND APPROVED BY
ENGINEER.
3. TRACER WIRE NOT SHOWN FOR CLARITY.
TRACER WIRE SHALL BE CONNECTED TO
MAIN TRACER USING CONNECTORS
BY THE MANUFACTURERS.
(SEE VALVE BOX INSTALLATION)
4. ACTUAL LOCATION OF AIR RELEASE VALVE
SHALL BE COORDINATED WITH THE CITY AND
PROPERTY OWNER.
F
City of Hendersonville Engine
305 Williams St
Hendersonville, NC
[phone] (c
www.cityofhendersoi
4/30/2019 11:08:24 AM, mpomraning 4/30/2019 11:24:35 AM, mpomraning 4/30/2019 1:49:42 PM, mpomraning
SHEET
C ig
NOT FOR CONSTRUCTION

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
10 Permit
a Section 404 Permit ❑ Section
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
lc. Has the NWP or GP number been verified by the Corps?
❑ Yes a/ No
1d. Type(s) of approval sought from
the DWQ (check all that apply):
— Regular ❑ Non-404 Jurisdictional General Permit
— Express ❑ Riparian Buffer Authorization
/1 401 Water Quality Certification
❑ 401 Water Quality Certification
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
For the record only for Corps Permit:
❑ Yes ' No
❑ Yes a No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes a/ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ' No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ' No
2. Project Information
2a. Name of project:
The Cottages at Roper Farm (Banner Farm Road)
2b. County:
Henderson
2c. Nearest municipality / town:
Mills River
2d. Subdivision name:
The Cottage at Roper Farm
2e. NCDOT only, T.I.P. or state
project no:
not a DOT project
3. Owner Information
3a. Name(s) on Recorded Deed:
Vine Ripe Properties LLC
3b. Deed Book and Page No.
See Attached Parcel Report, there is one project parcel
3c. Responsible Party (for LLC if
applicable):
Brian Kirk
3d. Street address:
PO Box 609
3e. City, state, zip:
Horse Shoe, NC 28742
3f. Telephone no.:
[phone]
3g. Fax no.:
No Fax Number
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
Mr. Brian Kirk
4c. Business name
(if applicable):
Moore & Son Site Contractors
4d. Street address:
103 McDowell Road
4e. City, state, zip:
Mills River, NC 28759
4f. Telephone no.:
828-891-8900 EXT 109
4g. Fax no.:
No Fax Number
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Jennifer L Robertson
5b. Business name
(if applicable):
Atlas Environmental, Inc.
5c. Street address:
338 S. Sharon Amity Road #411
5d. City, state, zip:
Charlotte, NC 28211
5e. Telephone no.:
704-512-1206
5f. Fax no.:
no fax
5g. Email address:
[e-mail]
Page 2 of 10
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
Vine Ripe Properties LLC
1 b. Site coordinates (in decimal degrees):
Latitude: 35.367698 Longitude: - 82.562200
lc. Property size:
32 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Boylston Creek
2b. Water Quality Classification of nearest receiving water:
WS-IV
2c. River basin:
French Broad
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The Northern and Central portions of the review area are actively used for farming. There is also a forested
drainage in the center of the property covering approximately 14.6 acres. The surrounding area consists predominantly
of farmland and residential homes.. The field areas have been used for agriculture for the duration of aerial imagery
reviewed. The majority of the review area has been used for agriculture and is an open field.
3b. List the total estimated acreage of all existing wetlands on the property: 0.453
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,416
3d. Explain the purpose of the proposed project: Residential development
3e. Describe the overall project in detail, including the type of equipment to be used: The project purpose is for the
construction of 32 single family residential homes. The development will also require the construction of utilities. The
proposed construction will across the project site. The project will require mechanized land clearing for grading to remove
existing vegetation and to prepare the ground surface for construction.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
/1 Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
I Preliminary ❑Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): A Baggarley, J Robertson, J Sinclair
Agency/Consultant Company: Atlas Environmental, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
November 10, 2021; SAW 2021-02273
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes a No Unknown
5b. If yes, explain in detail according to "help file" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ' No
6b. If yes, explain.
N/A
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which
0/
sections were
Wetlands
completed
'
below for your project (check all that apply):
Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
(if known)
2d.
Forested
2e.
Type of jurisdiction
Corps (404, 10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Seep
No
Corps
0.009
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total wetland impacts:
0.009
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of jurisdiction
(Corps - 404, 10
DWQ — non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
CH 100
PER
Corps
4
65 / 0.006
S2 P
Culvert
CH 500
INT
Corps
3
89 / 0.006
S3 P
Culvert
CH 200
PER
Corps
3
30 / 0.002
S4 P
Culvert
CH 200
PER
Corps
1.5
30 / 0.001
S5 P
Culvert
CH 200
PER
Corps
1.5
30 / 0.001
S6 P
Culvert
CH 200
INT
Corps
1.75
25 / 0.001
3h. Total stream and tributary impacts:
299 /
0.019
3i. Comments: Impact S7 P - Culvert - CH 500 - INT - Corps - 3' / 30 linear feet (0.002 acre); Impact S8 T - Pump Around -
CH 100 - PER - Corps - 4' / 10 linear feet; Impact S9 T - Pump Around - CH 100 - PER - Corps - 4' / 10'; Impact S10 - Pump
Around - CH 500 - INT - Corps - 3' / 10'; Impact S11 - Pump Around - CH 500 - INT - Corps - 3' / 10'; Impact S12 - Pump
Around - CH 200 - PER - Corps - 3' / 10'; Impact S13 - Pump Around - CH 200 - PER - Corps - 3' / 10/; Impact S14 - Pump
Around - CH 200 - PER - Corps - 1.5' / 10'; Impact S15 - Pump Around - CH 200 - PER - Corps - 1.5' / 10'; Impact S16 - Pump
Around - CH 200 - PER - Corps - 1.5' / 10'; Impact S17 - Pump Around - CH 200 - PER - Corps - 1.5' / 10'; Impact S18 - Pump
Around - CH 200 - INT - Corps - 1.75' / 10'; Impact S19 - Pump Around - CH 200 - INT - Corps - 1.75' / 10'; Impact S20 -
Pump Around - CH 500 - INT - Corps - 3' / 10'; Impact S21 - Pump Around - CH 500 - INT - Corps - 3' / 10'
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.
Open water
impact number -
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts:
4g. Comments:
5. Pond
If pond or
or Lake Construction
lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer impact
number-
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total buffer impacts:
6i. Comments:
Page 5 of 10
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to aquatic resources have been minimized to the greatest extent possible. There is approximately 2,416 linear feet of
stream channel and 0.453 acres of wetlands. Only 0.009 ace of wetlands will be filled for the entrance road and 299 linear
feet of stream will be impacted. Stream impacts are proposed to less than 13% of the streams on site. Wetland impacts are
proposed to less than 2% of the wetlands on site. The two road crossings impacts are necessary to gain access through the
property to high ground. Streams 100 and 500 flow across the entire parcel therefore crossing these two streams are
unavoidable.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction and engineering techniques are being applied to further minimize impacts from the development to aquatic
resources. Additional stream impacts were avoided by placing house pads away from the stream corridors. Only driveway
crossings are proposed at the lots. Originally stream impacts totaled 327 linear feet. Additional reduction was completed to
reduce stream impacts another 28 linear feet.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes /1 No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: none
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity none
Quantity none
Quantity none
3c. Comments: none
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
none square feet
4e. Riparian wetland mitigation requested:
none acres
4f. Non -riparian wetland mitigation requested:
none acres
4g. Coastal (tidal) wetland mitigation requested:
none acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes // No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
none
none
3 (2 for Catawba)
none
Zone 2
none
none
1.5
none
6f. Total buffer mitigation required:
none
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).
not applicable
6h. Comments: no comments
Page 7 of 10
PCN Form — Version 1.4 January 2009

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
Yes 0 No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes 01 No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
16.7
2b. Does this project require a Stormwater Management Plan?
❑ Yes 0/ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: less than 24%
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?
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
❑ Phase II
NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
4. DWQ Stormwater Program Review
4a. Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land?
Yes / No
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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
❑ Yes ❑ No
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments: n/a
❑ Yes ❑ No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
❑ Yes /1 No
2b. Is this an after -the -fact permit application?
❑ Yes /1 No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
Yes / No
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.
The project will require shared septic systems.
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
habitat?
Yes
// No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ No
Yes
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
IPAC and the NC natural hetitage program; FWS Asheville office coordination
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes
a/ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA
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 (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes //
No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC HPO Buffer Map
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes a/ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA floodmaps GIS layer
Jennifer L Robertson
Applicant/Agent's Printed Name
ielitk+ o�
Jf���
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
11/4/21
Date
Page 10 of 10
PCN Form — Version 1.4 January 2009

Stream Impact S6
25' / 0.001 acre
intermittent, CERNE2,00
Lot 29 Driveway
Stream Im. S18 and
Stream Impact S5
30' / 0.001 acre
perennial, CH 200
Lot 30 Driveway
Stream Impacts S16 and S17
20' pump around, temporary
2Crp:ump-ar
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15" HP -STORM
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STREAM IMPACT:
\ 30LF;s0.001 ACRES
127.00'
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/ ( /// / / / // / //
\ \ \ \ \ \ - --/ / `\ \\ 1 Ill I I / / / / / / / / / 15"HP' yy
\ \ \ \ \ \ \ \I/ r / f / / /u TENANE ACCESS1T0 SEPTIC// I I / o // STIL
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I I I
ORMIDRIVEWA PIPE FOR
M IMPACT: 3OLF, 0.602 ACRESI
I I
I I
I >f
Stream Impact S7
30' / 0.002 acre
intermittent, CH 500
Maintenance Access Road for Septic
Stream Impacts S20 and S21
20' pump around, temporary
N30° 41' 44.76"E
w
h
N
ml
0
/
WATERSHED
CLASSIFICATION
MAX BUA LOW DENSITY
PROPOSED BUA
WITHIN STREET R/W
ON LOTS
TOTAL PROPOSED BUA
WS-IV PROTECTED
2 UNITS PER ACRE, 24% BUA (WITH CURB AND GUTTER)
3 UNITS PER ACRE, 36% BUA (WITHOUT CURB AND GUTTER)
1.5 ACRES +/-
3.67 ACRES +/- (ASSUMED 5,000 SF IMPERVIOUS PER LOT)
5.17 ACRES (16.2%)
PROPOSED WETLAND/STREAM IMPACTS
STREAM IMPACTS 0.019 ACRES
299 LF
WETLAND FILL 0.009 ACRES
N30° 41' 44.76"E
140.00'
Stream Impact S3
30' / 0.002 acre
perennial, CH 200
Lot 32 Driveway
Stream Impacts S12 and S13
20' pump around, temporary
/ /
/ / // /
/ / //
/ I1T(�FBdYLS1ONC1EEKASSH6WN/ NTHjUSGS
/7.5 IN1JTE AP I�ORSE/SHOV QUApRAN LE /
/
/
J(1
15" HP -STORM
DRIVEWAY('PIPE
STREAM IMPACT:
30 LF, 0.091 ACRES
/
I
I RISSIN6
S 'EAPACT
GOLF, 0,006
I I \ \
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/
/
P OPOS' D PIP
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STISAM jfMIPAC.. /
LF, (406 ACRES
/ yoo
ti
/
Stream Impact S2
89' / 0.006 acre
intermittent, CH 500
Entrance Road
Stream Impacts S10 and SII
20' pump around, temporary
/
30,288SF
CHRISTOPHER AND STEPHANIE SCRUGGS
ZONING: MR-30
PIN: 9630778902
BANNER FARM Rpgp
2097- — —
/ rPa
/@cre
I / 133,255SF \ \
rance
Co- ;1')
210
trem 1 rnpac4 S't
65' / 0.006 acre
perennial, CH 100
Entrance Road
Stream Impacts S8 and S9
20' pump around, temporary
0
40
80
120
SCALE: 1" = 40'
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUT THE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
PROJECT #
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REVISIONS:
REVISED STREAM DISTURBANCE
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