20190009 Ver 1_More Info Received_20190130

Homewood, Sue
From: Todd Lewis <[e-mail]>
Sent: Wednesday, January 30, 2019 2:36 PM
To: Roden Reynolds, Bryan K CIV (US)
Cc: Homewood, Sue; Brad Luckey; [e-mail]; Chris Jones
Subject: [External] RE: Sedge Hollow Subdivision (Forsyth County_ Corps Action ID
SAW-2019-00032)
Attachments: 18-031-SH_PH3-001 1.pdf, 18-031-SH_PH3-001 6.pdf
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attachment to [e-mail]<mailto:[e-mail]>
Good afternoon Mr. Reynolds,
The City of Winston Salem did not approve an aerial crossing initially proposed to serve the Sedge Hollow Phase 3
development due to excessive height of the crossing. Please see attached for the plan and profile. The sewer main at
the aerial crossing would have been over 20' above the ground and maintenance of such a crossing would have been
extremely difficult for our Field Operations as equipment required to reach the sewer main is not readily available.
We have been given delegated authority by NCDEQ for the operation and maintenance of our wastewater collection
system extensions in accordance with 15A NCAC 2H .0218. As part of our responsibility, we need to have the ability to
repair the sewer main in a timely manner in response to any sanitary sewer overflows. Our efforts to remain in
compliance with NCDEQ's regulations are the main reason for the rejection of the proposed aerial crossing.
Feel free to contact me if you have any other questions.
Thanks,
Todd Lewis, PE
City/County Utilities I Senior Civil Engineer Utilities Administration - P.O. Box 2511 - Winston Salem, NC 27102
W: 336-747-6842 1 C: 336-745-18521 F: 336-727-2361
-----Original Message -----
From: Roden Reynolds, Bryan K CIV (US) [maiIto: Bryan. K.Roden [e-mail]1]
Sent: Wednesday, January 30, 2019 11:22 AM
To: Todd Lewis
Cc: Homewood, Sue; Brad Luckey; [e-mail]
Subject: Sedge Hollow Subdivision (Forsyth County_ Corps Action ID SAW-2019-00032)
Importance: High
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Mr. Lewis,

Mr. Garrett of Shugart Enterprises, LLC, in coordination with his environmental consultant, Brad Luckey of Pilot
Environmental Inc., has submitted a Pre -Construction Notification package for a Nationwide Permit 12 to construct a
sewer line to service a residential community in Forsyth County. It is the Corps' understanding the City of Winston-Salem
would not authorize an aerial stream crossing which may result in no permanent stream impacts. However, the city
required this sewer line to be buried which will result in permanent stream impacts.
Therefore, can you please provide justification as to why an aerial crossing cannot be utilized for this project.
Thanks,
Bryan Roden -Reynolds, WPIT
Regulatory Project Manager
U.S. Army Corps of Engineers
Charlotte Regulatory Office
8430 University Executive Park Drive
Charlotte, NC 28262
Office: [phone]
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OVERALL SITE DATA:
CURRENT OWNER:
MARLENE POPE FLINCHUM
203 OAK GROVE CHURCH RD.
WINSTON-SALEM, NC 27107-7642
A. 1) TOTAL PARCEL AREA: 43.98± AC (GIS DATA)
2) OPEN SPACE REQUIRED:
a) TOTAL: 15% OF SITE AREA =
0.15*43.98± = 6.60± AC
b) ACTIVE OPEN SPACE:
0.15*6.60± = 0.99± AC
3) OPEN SPACE PROVIDED:
a) TOTAL OPEN SPACE PROVIDED:
10.29± AC
b) ACTIVE OPEN SPACE PROVIDED:
1.02± SF
4)TREE SAVE AREA:
a) REQUIRED: 10% OF SITE AREA =
0.10 * 31.79± AC. = 3.18± AC.
b) PROVIDED:
210,420± SF/ 43560 SF = 4.83± AC.
B. FEMA MAP NUMBER 371058900J, REV. DATE
01/02/09 DOES NOT INDICATE A FLOOD
HAZARD AREA ON THIS PROPERTY.
C. WATERSHED DESIGNATION:
SOUTH FORK OF MUDDY CREEK NON -WATER
SUPPLY WATERSHED. STORMWATER QUANTITY
AND QUALITY REQUIREMENTS APPLY TO THIS
PROJECT. A STORMWATER STUDY WILL BE
REQUIRED AND PROVIDED.
ZONING
EXISTING ZONING: RS_9_______
PROPOSED ZONING:-- PRD_____
TYPE OF REVIEW: PLANNING BOARD REVIEW_
PROPOSED USES:
SINGLE FAMILY RESIDENTIAL
OFF STREET PARKING
PROPOSED USE: ________ SFR -------
PARKING CALCULATION:- -------
REQUIRED PARKING: ..... NLA----- SPACES
PARKING PROVIDED: ----- N/A
..... SPACES
SITE SIZE AND COVERAGES
TOTAL ACREAGE: _____ 43_98± ACRES
SITE COVERAGES:
BUILDING TO LAND
PAVEMENT TO LAND ---
(INCLUDES SIDEWALK)
OPEN SPACE
TOTAL (100%)
BUILDING SQUARE FOOTAGE: ---4500___SQ. FT.
(IMPERVIOUS PER LOT, INCLUDES DRIVES, WALKS, & PATIOS)
BUILDING HEIGHT: 20 FT.
DENSITY:110 LOTS/43.98± Ac. = 2.50± LOTS/Ac.
INFRASTRUCTURE
WATER:
_ 4870'±_PUBLIC__N�A
__PRIVATE
SEWER:
_ 5520'±_PUBLIC__N/_A
__PRIVATE
STREETS:
_ 4900't _PUBLIC_ N�A___PRIVATE
BUFFER YARDS
ADJOINING ZONING: ...RS-=9
TYPE REQUIRED:_____?________
WIDTH PROVIDED:_30'_=PRD REQ'T
50 THOROUGHFARE
TREE SAVE AREA SUMMARY CALCULATIONS:
NEW DEVELOPMENT:
TOTAL SITE SIZE: 1.915.769± SF
TOTAL SITE AREA EXCLUDED FROM TSA:
PROPOSED R.O.W.S 516.940± SF + EX. UTILITY
EASEMENTS 13.940± SF + EX. WATER BODIES &
STORMWATER PONDS 0± SF = 530.880± SF
MINIMUM TREE SAVE AREA REQUIRED: X10% _12%
TOTAL REQUIRED TREE SAVE AREA (IN SQ. FT.):
TOTAL SITE - EXCLUDED AREA x MIN. TSA(10%)
1.915.769± SF - 530,880± SF =
1.384.889 SF x 10% = 138.489± SF
TREE STAND METHOD USED: x YES _ NO
LIST THE AREA OF EACH TREE STAND BEING
SAVED: SEE MAP
DESCRIBE EACH TREE STAND
(AGE, HEALTH, SPECIES MIX):
MIXED EVERGREEN & DECIDUOUS OF VARYING
MATURITY.
TOTAL SQUARE FOOTAGE OF TREE STANDS
BEING SAVED TO SATISFY MINIMUM TSA:
TOTAL REQUIRED TSA: 138.489± SF
TOTAL TSA PROVIDED: 210.420± SF
SEDGE HOLLOW SUBDIVISION
PHASE -III
CITY OF WINSTON-SALEM, NC
FORSYTH COUNTY. NORTH CAROLINA
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SEDGE GARDEN`w!ETHODIST
PIN: 6865-82i6�37
DB. 984, PG.\\342 _
ZONING: RS-�-911
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N/F
SEDGE GARDEN UMC TRUST
PIN: 6865-82-5795
- i DB. 1825, PG. 1967
ZONING: RS-9
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SEDGE GARDEN UMC TRUST
PIN: 6865-82-5578
DB. 2760, PG. 1069
- - - ZONING: RS-9
--I N/F
Rq'TH HEATH
-PtN:-6865- 82- 5379
DB. 975, PG. 576
ZONING: RS-9
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MARLENE P. FLINCHUM
- RIN:6�651i 82-5166
DB�12 71 PG.,618
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RONNIE A. SLATE &
JADGUTLINE J. SLATE
PIN: 68F5-8"t=5979
DB. 2233, PG. 903
ZONING: ,PS-9-
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___ JUAN ROCHA
RIM 6865-81-5876
- DB. 2217, PG. 1440
ZONING: RS-9
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MAIL-BOX(47 LOTS)
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- - - - - - - - -- N/F
ROBERT C. MCGEE III &
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j I PATRICIA A. MCGEE /
I I I PIN: 686865-91-0632
N/F - DB. 3141, PG. 850
THERLSA R. CRATER & I ZONING: RS-9
H. CRATER I / /
PIN: IN:68 6865-81-5687 I
DB. 1580, PG--�29 --,
ZONING: R` --J
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3 3 PIN: 6875-02-1935 I I
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KEITH D. NORMAN
PIN: 6875-02-2219 I
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DB. 3227, PG. 3707
ZONING: RS-9 I /
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I;I II III
/ SIDEWALK
p EASEMENT TO BE \
I II PROVIDED IF I
CLUSTER 0 II NECESSARY IN
MAIL -BOX II PHASE IV I
II
EASEMENT FOR \ \
TURN -AROUND
HAS 1V TO BE PROVIDED
24 TS ���lE CI�OSS P GE - W IN PHASE IV I CROSS RIDGE
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-T1^I PAUL & GAIL KRASKOUSKAS I I N/F
- _ �D I - - - - - PIN: 6875-01�0608 ABBEY PARK HOMEOWNER'S ASSOCIATION
- DB. 2448, P� 2077 _-\` PIN: 6875-01-2683
ZONING:59
� I � v DB. 2916, PG. 391
ZONING: RS-9
DRAWING INDEX:
0' 50' 100, 200'
SCALE: 1" = 100'
PROPERTY INFORMATION
PIN #'S
TRACT 1 TRACT 3
6865-82-9544.00 6865-92-4303.00
DB 2857, PG 592 DB 2137, PG 3
TRACT 2 TRACT 4
6865-92-3869.00 6865-92-9329.00
DB 2857, PG 596 DB 1748, PG 1462
ADDRESSES:
TRACT 1 TRACT 3
820 SEDGE GARDEN RD.830 SEDGE GARDEN RD.
TRACT 2 TRACT 4
1471 POPE FARM DR. SEDGE GARDEN RD.
OVERALL SITE DATA:
1) ZONING: PRD
2) PHASE 3 LOTS: 47
3) PHASE 3 AREA: 15.45± ACRES
4) THIS SITE IS NOT LOCATED WITHIN A
DESIGNATED SPECIAL FLOOD HAZARD
AREA ACCORDING TO FEMA,
FIRM PANEL #371068500J,
EFFECTIVE DATE: 01/02/2009
5) BOUNDARY SURVEY PROVIDED BY:
GREEN MOUNTAIN ENGINEERING, PLLC.
6) WETLANDS EXIST ON THE SITE THE
HEADWATERS OF WHICH WERE
DELINEATED BY PILOT ENVIRONMENTAL
AND FIELD LOCATED BY:
GREEN MOUNTAIN ENGINEERING, PLLC
IN AUGUST OF 2016.
GENERAL CONSTRUCTION NOTES:
1. IDENTIFICATION AND LOCATION OF ALL EXISTING
UTILITIES IN AND NEAR THE AREAS OF PROPOSED
WORK IS THE RESPONSIBILITY OF THE
CONTRACTOR. DAMAGE TO UTILITIES EITHER
SHOWN OR NOT SHOWN ON THIS PLAN IS THE
CONTRACTOR'S RESPONSIBILITY.
2. CONTRACTOR MUST CONTACT NC ONE -CALL, CITY
OF WINSTON-SALEM, PUBLIC WORKS DEPARTMENT,
AND OTHER SERVICE PROVIDERS TO LOCATE ALL
UTILITIES PRIOR TO ANY CONSTRUCTION OR
EXCAVATION.
3. LOCATION SURVEY INFORMATION REGARDING
EXISTING FEATURES WITHIN THE SITE HAS NOT
BEEN PERFORMED.
4. CONTRACTOR TO SEED AND STABILIZE DISTURBED
AREAS IN ACCORDANCE WITH SEEDING
SPECIFICATIONS OF THE CITY OF WINSTON SALEM/
NCDEQ.
5. WORK WITHIN PUBLIC RIGHT OF WAY SHALL
COMPLY WITH NCDOT AND CITY OF
WINSTON-SALEM TRAFFIC CONTROL
REQUIREMENTS. A SAFE CONDITION MUST BE
PROVIDED AT ALL TIMES.
6. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED
UTILITY RELOCATION. CONTRACTOR SHALL
COORDINATE RELOCATION AND INSTALLATION OF
ALL UTILITY SERVICES WITH THE APPROPRIATE
UTILITY SERVICE PROVIDERS.
7. ALL EROSION CONTROL MEASURES SHALL BE
CONSTRUCTED AND MAINTAINED PER THE LATEST
STANDARDS OF THE LAND QUALITY SECTION OF
NCDEQ.
8. CONTRACTOR SHALL MAINTAIN THE SITE IN AN
ORDERLY MANNER SO THAT WORKMEN AND THE
PUBLIC ARE PROTECTED FROM INJURY.
PHASING NOTE:
THESE PLANS ARE FOR PHASE III CONSTRUCTION.
THE EROSION CONTROL PLAN IS A MODIFICATION OF
THE PHASE II APPROVED PLAN. FUTURE ISA IN
PHASES IV IS NOT INCLUDED IN THIS PLAN.
PER COWS, PREVIOUSLY APPROVED ROAD WIDENING
PLANS OF SEDGE GARDEN RD WERE INCLUDED IN THE
PREVIOUS APPROVED PLANS.
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s'unITY
_____
EASEMENT R W R
5 CONCRETE
SIDEWALK
6" CONCRETE
CURB AND GUTTER APRON
R/W R/W
EASEMENT
NOTE:
1. BUILDING ENVELOPE DIMENSIONS WILL VARY WITH
RESIDENCE AND LOT WIDTH (50' x 50' SHOWN).
2. FRONT SETBACK WILL VARY SLIGHTLY DEPENDING
ON LOT GRADE AND BUILDER/OWNER
PREFERENCE (MINIMUM 20' FRONT SETBACK
REQUIRED)
3. MOST LOTS WILL HAVE FRONT -LOADING
GARAGES, SOME LOTS MAY HAVE SIDE -LOADING
GARAGES WHERE PHYSICAL CONSTRAINTS ALLOW.
4. IMPERVIOUS SURFACE ALLOCATION/LOT 4500 SF.
THIS 4500 SF SHALL INCLUDE ALL IMPERVIOUS
SURFACE ON THE LOT AND THE PORTION OF
THE DRIVEWAY SERVING THE LOT THAT IS
LOCATED WITHIN THE PUBLIC ROAD
RIGHT-OF-WAY.
5. 20' FRONT SETBACK FOR HOMES WITH FRONT
LOADED GARAGES.
TYPICAL LOT LAYOUT
1"=50'
*SEDGEGARDEN ROAD WIDENING PLANS APPROVED ON 8/15/17 BY C.O.W.S WITH PHASE I PLANS
COVER SHEET
C-0.0
STORM DRAINAGE PLAN & PROFILE
C-2.9 STORM SEWER DETAILS C-5.1
STORM DRAINAGE PLAN & PROFILE
C-2.10 STORMWATER DRAINAGE & CALCULATIONS PHASE -II C-6.0
SITE LAYOUT & UTILITY PLAN PHASE - III
C-2.0
GRADING PLAN PHASE -III
C-3.0 STORM WATER MANAGEMENT SHEET C-SWM
LANDGROVE DR. PLAN & PROFILE
C-2.1
EROSION & SEDIMENTATION CONTROL PLAN - INITIAL CONDITIONS PHASE -II & III
C-4.0
SEDGE HOLLOW DR. PLAN & PROFILE
C-2.2
EROS. & SED. CONTROL PLAN - INITIAL CONDITIONS PHASE -II & III
C-4.1
RUTHERFORD CT. PLAN & PROFILE
C-2.3
EROS. & SED.CONTROL PLAN - GRADED CONDITIONS PHASE -II & III
C-4.2
SANITARY SEWER OUTFALL PLAN & PROFILE
C-2.4
EROS. & SED. CONTROL PLAN - GRADED CONDITIONS PHASE -II & III
C-4.3
STORM DRAINAGE PLAN & PROFILE
C-2.5
EROS. & SED. CONTROL PLAN - DEVELOPED CONDITIONS PHASE -II & III
C-4.4
STORM DRAINAGE PLAN & PROFILE
C-2.6
EROSION & SEDIMENTATION CONTROL PLAN - DETAILS
C-4.5
STORM DRAINAGE PLAN & PROFILE
C-2.7
EROS. & SED. CONTROL PLAN - SEWER OUTFALL
C-4.6
STORM DRAINAGE PLAN & PROFILE
C-2.8
SANITARY SEWER & WATER DETAILS
C-5.0
GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
SEALS:
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APPLICANT/DEVELOPER:
Shugart -
Management, Inc.
Greg Garrett
983 Mar -Don Drive
Winston-Salem, NC 27107
Phone: [phone]
Cell: [phone]
[e-mail]
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DATE: 2018-JUNE-22
PROJECT. 7A18-031
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BEFORE YOU DIG!
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW!
SHEET 11TLE:
COVERSHEET
SCALE: 1 " = 100'
SHEET NO.:
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/ \ N89' 19' 09"W
J F Andrew. M. Brown / I 45.38' 50.11 / I \ Daniel Robles Toledo � Tara A. Petrone
Esther Norma Tolede I PIN:6865-91-4763 SSM 1
J \ PIN:6865-91-3763 \ Deed Book 3245 Page 3860 / I Richard E. Smith Jr.
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\ Tax Block ing:R LoU077 Zoning:RS9 / II DeedPBook3257, Page 1791J�----------�---- m RIM ,9909.
Zoning: RS9 / \ / 9 I INV I 9089.4
Tax Block 6680, Lot 069 INV T 909.24
^ n ^ ^ / I \ ` / \ / / Zoning: RS9
/ \ I\ / / / I , ,� . I \
MINIMUM PIPE SEPARATION @ CROSSING
SANITARY & STORM SEWER: 24"
SANITARY SEWER & WATER: 18"
STORM SEWER & WATER: 12"
STREET & UTILITY DESIGN APPROVED
STREETS & DRAINAGE
CITY ENGINEER DATE
WATER & SEWER
UTILITIES DIRECTOR DATE
EROSION CONTROL
PLAN APPROVED
GRADING PERMIT REQUIRED
PRIOR TO LAND DISTURBING
ROADWAY FINAL INSPECTION PROCEDURE:
1. OWNER PUTS DOWN 2" ASPHALT AND RAISES STRUCTURES TO FINAL GRADE (INCLUDING
CONCRETE COLLARS 1" BELOW FINAL GRADE). ASPHALT IS TO BE PLACED AROUND
STRUCTURES TO PREVENT DAMAGE.
2. OWNER SUBMITS RECORD DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERING
DIVISION'S RECORD CENTER.
3. UPON APPROVAL BY THE RECORD CENTER, OWNER MAY REQUEST FINAL INSPECTION FOR
WATER AND/OR SANITARY SEWER. OWNER SHALL THEN SUBMIT THE CONSTRUCTION
CHECKLIST FOR WATER AND/OR SANITARY SEWER TO THE CITY INSPECTOR.
4. PRIOR TO THE PLACEMENT OF THE FINAL 1"OF ASPHALT, THE FOLLOWING MUST OCCUR:
100% OF HOUSES MUST BE BUILT OR ONE YEAR HAS LAPSED SINCE THE
APPROVAL OF THE 2"ASPHALT.
5. THE FINAL ASPHALT MUST BE PLACED AFTER TWO (2) YEARS HAVE LAPSED SINCE
APPROVAL OF THE 2"ASPHALT LAYER. SURETY MUST BE APPROVED BY THE CITY TO COVER
THE 2 YEAR PERIOD.
6. AFTER PLACEMENT OF THE FINAL ASPHALT, THE OWNER MAY REQUEST FINAL INSPECTION
FOR THE ROADWAY. OWNER MUST ALSO SUBMIT THE CONSTRUCTION CHECKLIST FOR
ROADWAY TO THE CITY INSPECTOR.
HORIZ. SCALE: 1" = 40'
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N89° 19 40"W N89' 19' 32"W -- N89° 19' 09"W N89° 17' 59"W N89° 26' 09"W L
/ \ N89' 19' 09"W
J F Andrew. M. Brown / I 45.38' 50.11 / I \ Daniel Robles Toledo � Tara A. Petrone
Esther Norma Tolede I PIN:6865-91-4763 SSM 1
J \ PIN:6865-91-3763 \ Deed Book 3245 Page 3860 / I Richard E. Smith Jr.
17.84
M C C E E Deed Book 3245 Pad 3843 \ Tax Block ing:R Lot 076 6865ie Hart NG SSMH
9 I _ SSP-4: 1 8'VCP ''11
\ Tax Block ing:R LoU077 Zoning:RS9 / II DeedPBook3257, Page 1791J�----------�---- m RIM ,9909.
Zoning: RS9 / \ / 9 I INV I 9089.4
Tax Block 6680, Lot 069 INV T 909.24
^ n ^ ^ / I \ ` / \ / / Zoning: RS9
/ \ I\ / / / I , ,� . I \
MINIMUM PIPE SEPARATION @ CROSSING
SANITARY & STORM SEWER: 24"
SANITARY SEWER & WATER: 18"
STORM SEWER & WATER: 12"
STREET & UTILITY DESIGN APPROVED
STREETS & DRAINAGE
CITY ENGINEER DATE
WATER & SEWER
UTILITIES DIRECTOR DATE
EROSION CONTROL
PLAN APPROVED
GRADING PERMIT REQUIRED
PRIOR TO LAND DISTURBING
ROADWAY FINAL INSPECTION PROCEDURE:
1. OWNER PUTS DOWN 2" ASPHALT AND RAISES STRUCTURES TO FINAL GRADE (INCLUDING
CONCRETE COLLARS 1" BELOW FINAL GRADE). ASPHALT IS TO BE PLACED AROUND
STRUCTURES TO PREVENT DAMAGE.
2. OWNER SUBMITS RECORD DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERING
DIVISION'S RECORD CENTER.
3. UPON APPROVAL BY THE RECORD CENTER, OWNER MAY REQUEST FINAL INSPECTION FOR
WATER AND/OR SANITARY SEWER. OWNER SHALL THEN SUBMIT THE CONSTRUCTION
CHECKLIST FOR WATER AND/OR SANITARY SEWER TO THE CITY INSPECTOR.
4. PRIOR TO THE PLACEMENT OF THE FINAL 1"OF ASPHALT, THE FOLLOWING MUST OCCUR:
100% OF HOUSES MUST BE BUILT OR ONE YEAR HAS LAPSED SINCE THE
APPROVAL OF THE 2"ASPHALT.
5. THE FINAL ASPHALT MUST BE PLACED AFTER TWO (2) YEARS HAVE LAPSED SINCE
APPROVAL OF THE 2"ASPHALT LAYER. SURETY MUST BE APPROVED BY THE CITY TO COVER
THE 2 YEAR PERIOD.
6. AFTER PLACEMENT OF THE FINAL ASPHALT, THE OWNER MAY REQUEST FINAL INSPECTION
FOR THE ROADWAY. OWNER MUST ALSO SUBMIT THE CONSTRUCTION CHECKLIST FOR
ROADWAY TO THE CITY INSPECTOR.
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FINAL INSPECTION PROCEDURE:
1. OWNER SUBMITS RECORD DRAWINGS AND ENGINEER'S CERTIFICATION TO THE
ENGINEERING DIVISION'S RECORD CENTER.
2. UPON APPROVAL BY THE RECORD CENTER, OWNER MAY REQUEST FINAL
INSPECTION FOR WATER AND/OR SANITARY SEWER. OWNER SHALL THEN
SUBMIT THE CONSTRUCTION CHECKLIST FOR WATER AND/OR SANITARY
SEWER TO THE CITY INSPECTOR.
WATER AND/OR SANITARY SEWER:
1. THE MOST CURRENT EDITION OF THE CITY OF WINSTON-SALEM TECHNICAL
SPECIFICATIONS AND DETAIL DRAWINGS FOR WATER LINE AND SANITARY
SEWER LINE CONSTRUCTION WILL GOVERN ALL WATER AND SANITARY SEWER
CONSTRUCTION.
2. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTHER AT THE
CENTER OF EACH LOT. CONNECTIONS ARE TO BE SPACED NOT MORE THAN
30" CENTER TO CENTER AND HAVE WOODEN STAKES PLACED ON EACH SIDE.
STAKES SHOULD BE FLAGGED OR PAINTED FOR VISIBILITY.
3. DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO BE MADE AS
DIRECTED BY THE CITY INSPECTOR AT THE OWNER'S EXPENSE.
ZONE 1
TOP OF BANK
OFCENTERLINE
25' 25'
50' 50'
B FFER BUj ER
25' 25'
ZONE 2�
INTERMITTENT & PERRENIAL STREAM
DEVELOPMENT (10 -50 ACRES)
STREAM BUFFER
ILLUSTRATION
NOT TO SCALE
DO ZONE 1 -UNDISTURBED AREA OF VEGETATION EXTENDING THE FIRST 25 FEET
LANDWARD FROM THE TOP OF THE STREAM BANK'S NORMAL WATER LEVEL OF
OTHER WATER BODIES ON ALL SIDES OF THE SURFACE WATER MEASURED
HORIZONTALLY ON A LINE PERPENDICULAR TO A VERTICAL LINE MARKING THE
TOP OF THE BANK.
ZONE 2 - AREA OF VEGETATION BEGINNING AT THE OUTER EDGE OF ZONE 1
AND EXTENDING LANDWARD 25 FEET (50 FEET TOTAL BUFFER WIDTH) AS
MEASURED HORIZONTALLY ON A LINE PERPENDICULAR TO THE SURFACE WATER.
T
GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel.:[phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
SEALS:
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APPLICANT/DEVELOPER:
Shugart"'
Management Inc.
Greg Garrett
983 Mar -Don Drive
Winston-Salem, NC 27107
Phone: [phone]
Cell: [phone]
[e-mail]
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DESIGNED BY.
GME
CHECKED BY:
GME
DATE:
2018-JUNE-22
PROJECT.
7A18-031
MUST C
O Q-�� o I �Y PR�TFo�4'�
BEFORE YOU DIG!
CALL 811 N.C. ONE -CALL CENTER
ITS THE LAW!
SHEET TITLE:
SANITARY SEWER
OUTFACE
PLAN AND PROFILE
SCALE: AS NOTED
SHEET NO.:
C-2.4

Homewood, Sue
From: Roden Reynolds, Bryan K CIV (US) < [e-mail] >
Sent: Wednesday, January 30, 2019 11:22 AM
To: [e-mail]
Cc: Homewood, Sue; Brad Luckey; [e-mail]
Subject: [External] Sedge Hollow Subdivision (Forsyth County_ Corps Action ID
SAW-2019-00032)
Importance: High
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<mailto:[e-mail]>
Mr. Lewis,
Mr. Garrett of Shugart Enterprises, LLC, in coordination with his environmental consultant, Brad Luckey of Pilot
Environmental Inc., has submitted a Pre -Construction Notification package for a Nationwide Permit 12 to construct a
sewer line to service a residential community in Forsyth County. It is the Corps' understanding the City of Winston-Salem
would not authorize an aerial stream crossing which may result in no permanent stream impacts. However, the city
required this sewer line to be buried which will result in permanent stream impacts.
Therefore, can you please provide justification as to why an aerial crossing cannot be utilized for this project.
Thanks,
Bryan Roden -Reynolds, WPIT
Regulatory Project Manager
U.S. Army Corps of Engineers
Charlotte Regulatory Office
8430 University Executive Park Drive
Charlotte, NC 28262
Office: [phone]
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0