20140949 Ver 1_Corrective Action_20171012

Legend
Project Limits (35 ac.)
5,00005,0002,500Feet
REFERENCE: BACKGROUND VICINITY LAYER PROVIDED BY ESRI, DATED 2016.
SCALE:
DATE:
FIGURE NO.
4/3/2017
Vicinity Map
1 inch = 5,000 feet
Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN,
1
Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), MapmyIndia, ©
CWS PROJECT NO:
DRAWN BY:
AVH
Saddlebrook Development
2017-0491 OpenStreetMap contributors, and the GIS User Community Fox Creek
2013-3232:2
Midland, North Carolina Midland, North Carolina
CHECKED BY:
APPLICANT NO:
GCA
CWS Project No. 2017-0491
CWS Project No. 2013-3232:2
C:\\Users\\AliisaHarjuniemi\\Desktop\\Saddle Brook ATF\\ArcGIS 2017\\Figure1_Vicinity.mxd

NC Hwy 27
US-601
Legend
Project Limits (35 ac.)
2,00002,0001,000Feet
REFERENCE: 7.5 MINUTE TOPOGRAPHIC USGS QUADRANGLE MIDLAND, NC (1996).
SCALE:
DATE:
FIGURE NO.
4/3/2017
USGS Site Location
1 inch = 2,000 feet
2
CWS PROJECT NO:
DRAWN BY:
AVH
2017-0491
Saddlebrook Development Fox Creek
2013-3232:2
Midland, North Carolina
Midland, North Carolina
CHECKED BY:
APPLICANT NO:
GCA
CWS Project No. 2017-0491
CWS Project No. 2013-3232:2
C:\\Users\\AliisaHarjuniemi\\Desktop\\Saddle Brook ATF\\ArcGIS 2017\\Figure2_USGS.mxd

Legend
Project Limits (35 ac.)
Roads
Tax Parcels
4000400200Feet
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI, DATED 2015. BACKGROUND GIS
LAYER (S) PROVIDED BY CABARRUS COUNTY GIS DEPARTMENT, DATED 2015.
SCALE:
DATE:
FIGURE NO.
4/3/2017
Aerial Imagery
1 inch = 400 feet
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,
3
USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS
CWS PROJECT NO:
DRAWN BY:
AVH
2017-0491
User Community
2013-3232:2
Fox Creek
Saddlebrook Development
Midland, North Carolina
Midland, North Carolina
CHECKED BY:
APPLICANT NO:
GCA
CWS Project No. 2017-0491
CWS Project No. 2013-3232:2
C:\\Users\\AliisaHarjuniemi\\Desktop\\Saddle Brook ATF\\ArcGIS 2017\\Figure3_Aerial.mxd

Wetland AA
0.55 ac.
1
6
2
7
8
3
5
4
Legend
Project Limits (35 ac.)
Wetlands
Roads
Tax Parcels
Photo Location and Direction
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY CABARRUS COUNTY GIS DEPARTMENT, DATED 2015.
4000400200Feet
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD) AND CLASSIFIED BY CWS, INC.,
ON JANUARY 28, 2014. JURISDICTIONAL FEATURES WERE VERIFIED BY THE USACE ON OCTOBER 7, 2014 (SAW-2014-01686).
SCALE:
DATE:
FIGURE NO.
4/5/2017
1 inch = 400 feet
Jurisdictional Boundaries
4
CWS PROJECT NO:
DRAWN BY:
AVH
Fox Creek
Saddlebrook Development
2013-3232:2
2017-0491
Midland, North Carolina
Midland, North Carolina
CHECKED BY:
APPLICANT NO:
GCA
CWS Project No. 2017-0491
CWS Project No. 2013-3232:2
C:\\Users\\AliisaHarjuniemi\\Desktop\\Saddle Brook ATF\\ArcGIS 2017\\Figure4_JD.mxd

Authorized Impacts
0.487 ac.
Legend
Project Limits (35 ac.)
Avoided Wetland
Wetland Impacts
Roads
Tax Parcels
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY CABARRUS COUNTY GIS DEPARTMENT, DATED 2015.
4000400200Feet
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD) AND CLASSIFIED BY CWS, INC.,
ON JANUARY 28, 2014. JURISDICTIONAL FEATURES WERE VERIFIED BY THE USACE ON OCTOBER 7, 2014 (SAW-2014-01686).
SCALE:
DATE:
FIGURE NO.
4/5/2017
1 inch = 400 feet
Authorized Impacts
5
CWS PROJECT NO:
DRAWN BY:
AVH
Saddlebrook Development
2017-0491
Fox Creek
2013-3232:2
Midland, North Carolina
Midland, North Carolina
CHECKED BY:
APPLICANT NO:
GCA
CWS Project No. 2017-0491
CWS Project No. 2013-3232:2
C:\\Users\\AliisaHarjuniemi\\Desktop\\Saddle Brook ATF\\ArcGIS 2017\\Figure5_Authorized Impacts.mxd

W3 - Temporarily Flooded Wetland to be drained
via bypass stormwater system
0.063 ac.
W1 - Authorized Wetland Impacts
0.487 ac.
(Fill for residendial subdivision)
RD
E
IN
P
LL
I
H
W2 - Unauthorized Wetland Impact
0.011 ac.
(Fill for BMP)
Legend
Project Limits (35 ac.)
Unauthorized Wetland Impacts
Summary:
Avoided Wetland
Authorized Permanent Impacts: 0.487 ac.
Wetland Impacts
Unauthorized Permanent Wetland Impacts: 0.011 ac.
Roads
Total: 0.498 ac.
Tax Parcels
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY CABARRUS COUNTY GIS DEPARTMENT, DATED 2015.
4000400200Feet
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD) AND CLASSIFIED BY CWS, INC.,
ON JANUARY 28, 2014. JURISDICTIONAL FEATURES WERE VERIFIED BY THE USACE ON OCTOBER 7, 2014 (SAW-2014-01686).
SCALE:
DATE:
FIGURE NO.
10/11/2017
1 inch = 400 feet After-the Fact Impacts
6
CWS PROJECT NO:
DRAWN BY:
AVH
Saddlebrook Development
2013-3232:2 2017-0491
Fox Creek
Midland, North Carolina
Midland, North Carolina
CHECKED BY:
APPLICANT NO:
GCA
CWS Project No. 2017-0491
CWS Project No. 2013-3232:2
C:\\Users\\AliisaHarjuniemi\\Desktop\\Current Projects\\Fox Creek (Saddlebrook)\\ArcGIS 2017\\Figure6_Impacts.mxd

N
EXISTING WETLANDS PER
BYPASS ALIGNMENT SKETCH FOR
CAROLINA WETLAND SERVICES BypassSystem:
USACE PERMIT VIOLATION RESOLUTION
-Movesthestormwaterto
thedownstreamconnection
D&A WOLVERINE, PLLC
BYPASS SYSTEM
6120 BROOKSHIRE BLVD, UNIT R
CHARLOTTE, NC 28216
P: 980.309.0406
WWW.DNAWOLVERINE.COM
BYPASS SYSTEM
NCBELS LICENSE NO: P-1223
30' COMMON OPEN SPACE
SEAL:
W3-TemporarilyFloodedWetland:
-0.063ac.
-DrainedwithpumponApril10,2017
andMay10and11,2017(Photographs9
and10,AttachmentC)
BYPASS SYSTEM
BYPASS ALIGNMENT SKETCH FOR USACE
SaddlebrookDevelopment
PERMIT VIOLATION RESOLUTION
BRENTWOOD SUBDIVISION
DEPENDABLE DEVELOPMENT INC.2649 BREKONRIDGE CENTRE DRIVE
MONROE, NC 28110
W2-UnauthorizedWetlandImpact:
BMP
-0.011ac.
0050100
LEGEND
-Mitigationproposedthrough
2575
BY-PASS STORM PIPE
SCALE: 1"=50'
DMSat1:1ratio
DATEREVISIONBY
NOTES:
PROJECT #:DRAWN BY:SMC
1.BY-PASS SYSTEM SUBJECT TO FINAL DESIGN TO ACCOMMODATE
172012
OFFSITE FLOWS AND AVOID CONFLICTS WITH EXISTING CHECKED BY:CMF
BYPASS SYSTEM
INFRASTRUCTURE AND AS APPROVED BY THE TOWN OF MIDLAND.
DATE:APPROVED BY:CMF
2.ESTIMATED +/- 25 ACRES OFFSITE DRAINAGE OF LARGE04/27/2017
SHEET:
Figure7
RESIDENTIAL LOTS AND WOODED LAND.
1
SCALE:
3.BYPASS PIPE WILL BE ±42" RCP
1"=50'

DARRELL EUGENE
AND CATHERINE S HOOKS
PID# 10-016-0038.70
DB 4632 PG 47
LOT 29 PLAT 17-67
OFF-SITE WETLAND BOUNDARY
'
STABILIZE AREA SURROUNDING
6
3
5
WEIR AND PIPE INLET, MATTING
AND SEEDING
14"
INVERT: 530.14'
'
2
'
5
3
3
'
1
5
5
18"3' WIDE SWALE
3
"
2
4
12"
5
12"
TO BE DUG
P
C
R
8"
(SEE NOTES)
HEADWALL
ZONE 2
TOP OF WEIR 530.44'
531.8'
'
4
14"
3
5
12"
'24"
3
3
531.
8'
5
HYDROLOGY
'
MONITORING
2
3
5
BENCHMARK
531.6'
ELEVATION
Lot 211
ZONE 1
531.4'
12"
Legend
SPOT ELEVATION
IMPACT LIMITS W3
531.
5'
HYDROLOGY MONITORING SPOT
CATCH BASIN
MAPLE
NOTES:
1)ZONE 1 POOL ELEVATION TO BE MAINTAINED AT 531.8',
ELM
AVERAGE POOL DEPTH OF 4-INCHES. ZONE 1 TO BE PLANTED
WITH OBLIGATE SPECIES (SEE REPORT).
CEDAR
2)HAND DUG SWALE TO BE INSTALLED. SWALE WILL START AT
531.8' ELEVATION AND TIE TO WEIR STRUCTURE. SWALE TO BE
STABILIZED WITH BIODEGRADABLE MATTING AND NATIVE
HICKORY
T
E
R
S
K
SEED MIX.

D
R
I
V
E
3)ZONE 2 TO BE PLANTED WITH FAC AND FACW SPECIES (SEE
P
R
O
P
O
S SWEET GUM
E
D
REPORT).
6
0
'
P
U
B
L
I
C

R
I
G
H
T
4)DISTURBED AREA SURROUNDING WEIR STRUCTURE TO BE-O
F
-W
A
Y
PARCEL LINE
STABILIZED USING PERMANENT MATTING AND NATIVE SEED
WETLANDS
MIX.
MAJOR CONTOUR
5)HYDROLOGY MONITORING BENCHMARK TO BE SET AT TOP OF
TOPOGRAPHIC SURVEY COMPLETED BY
ZONE 1 POOL ELEVATION. HYDROLOGY MONITORING SPOTS MINOR CONTOUR
MATTHEW J. STIKELEATHER, NC PLS L-4243.
WILL BE USED TO MEASURE WATER DEPTH OFF BENCHMARK
STORM DRAIN LINE
AS PART OF ANNUAL MONITORING (SEE REPORT).
CONTOUR INTERVAL 0.5-FEET
SCALE: NOT TO SCALE
DATE: 10-9-2017
FIGURE NO.
WETLAND RESTORATION PLAN
CWS PROJECT NO:
DRAWN BY: SAM
550 E. WESTINGHOUSE BLVD
2017-0491
FOX CREEK DEVELOPMENT (FORMERLY SADDLEBROOK)
CHARLOTTE, NC 28273
PH: 704.527.1177
MIDLAND, NC
APPLICANT:CHECKED BY: GCA
www.cws-inc.net
SAW-2014-01686 MICHAEL FOESS

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
2014-01686 CabarrusNC-Midland
Action ID.County: U.S.G.S. Quad:
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Dependable Development, Inc. / Attn.: Michael Foess
Permittee:
2627 Brekonridge Centre
Address:
Monroe, NC 28110
704-238-1229
Telephone Number:
35Midland
Size (acres):Nearest Town:
Unnamed Tributary to Muddy Creek35.243974N, 80.509093W
Nearest Waterway:Coordinates:
Yadkin(03040105)
River Basin/HUC:
The project site is located east of the Pine Hill Road terminus, south of Pelham Lane, and west of U.S.
Location description:
Hwy. 601 in the Town of Midland in Cabarrus County, North Carolina. The site is referred to as the Fox Creek Development
(formerly Saddlebrook Development).
This after-the-fact permit verification authorizes the excavation and placement of fill
Description of projects area and activity:
within 0.011 acres of jurisdictional wetlands (Wetland AA -Impact Site W2) for the construction of a stormwater treatment
unit associated with theongoing development of the Fox Creek subdivision (formerly known as Saddlebrook). The
Wilmington District previously authorized 0.487 acres of wetland impact in this develoopment under the same Action ID
(SAW-2014-01686) on January 28, 2015. As compensatory mitigation for the new impacts, the applicant will provide payment
to the North Carolina Division of Mitigation Services (DMS) in accordance with the provisions outlined on the most recent
version of the attached Compensatory Mitigation Responsibility Transfer Form. Therequirements of this form, including any
special conditions listed on this form, are hereby incorporated as special conditions of this permit verification.Payment to
DMS is due immediatley.
Additional Special Conditions:
1.The applicant shall install a bypass system to convey stormwater from Wetland AA –Wetland Impact 3 (W3)
downstream into the Unnamed Tributary flowing to Muddy Creek. This bypass system shall be designed to
maintain a hydrologic connection to downstream receiving waters and maintain wetland hydrology consistent
with pre-project, natural conditions.
2.On or before November 6, 2017, submit a corrective action plan (CAP) to the US Army Corps of Engineers –
Wilmington District’sAsheville Regulatory Field Officefor approval that describesremedial actions and along-
term monitoring strategy that will restore and maintain the remaining portions of Wetland AA (Impact Site W3)
to pre-project conditions. This plan, at a minimum,shall contain:
a.Detailed narrativedescribing temporary impacts that have occurred and actions to restore this area to pre-
project conditions;
b.Elevation detail and hydrology analysisto support ongoing site saturation;
c.Wetland vegetation planting detail and side slope stabilizationplan;
d.A timeline for implementing and completing all components of the corrective action plan;
e.A minimum three year monitoringstrategy to demonstrate vegetation and hydrologysuccess (80% survival
of planted speciesand irregularly inundated or saturated forat least >5 -12.5%of thegrowing season);
and,
f.Annual reportingrequirements and photo documentation.
Applicable Law: Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Rivers and Harbors Act, 33 USC 403)
NWP 29
Authorization:Regional General Permit Numberor Nationwide Permit Number:
S
EE ATTACHED RGP or NWP GENERAL, REGIONALAND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions, above noted special condition(s) and your submitted application and attached information datedJune 30, 2017. Any
violation of the attached conditions or deviation from yoursubmittedplans may subject the permittee to a stop work order, a
restoration order, a Class I administrative penalty,and/or appropriate legal action.

This verification will remain valid until the expiration date identified below unless the nationwide/regionalauthorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide/regionalpermit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the
modified nationwide/regionalpermit. If the nationwide/regionalpermit authorization expires or is suspended, revoked, or is modified,
such that the activity would no longer comply with the terms and conditions of the nationwide/regionalpermit, activities which have
commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide/regionalpermit, will remain
authorized provided the activity is completed within twelve months of the date of the nationwide/regionalpermit’s expiration,
modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
Mr. Scott [e-mail]
please contactat ,or.
Corps Regulatory Official: ___________________________Date:
October 3, 2017
Scott Jones
Expiration Date of Verification
March 18, 2022
:
Determination of Jurisdiction:
A.
Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B.
There are Navigable Waters of the United States within the above described project area subject tothe permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years fromthe date of this
notification.
C.
There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D.
The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued. Action ID:.
Basis for Determination:
The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manualand the Regional
Supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and Piedmont Region(version 2.0).
These wetlands are abutting to stream channels located on the site that exhibit indicators of ordinary high water marks,and
have perennial flow.The stream channels on the site are unnamed tributaries (UTs) to Muddy Creek. The UT is a relatively
permanent water (RPW)that flows into Muddy Creek (RPW),which flows into the Rocky River, traditional navigable waters
(TNW), and then into the Yadkin River (TNW). The Yadkin River flows into the Pee Dee River before entering the Atlantic
Ocean.
Remarks:
The waters of the U.S., at this site, were verified on-site by the Corps on October 7, 2014, March 30,2017,and
May 15, 2017,and are as depicted on the Jurisdictional Boundaries-Figure 4 for Saddlebrook Development in Midland, NC
(dated April 5, 2017)by Carolina Wetland Services.

E.Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F.Appeals Information
(This information applies only to approved jurisdictional determinations as indicated in B
and Cabove).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFAform to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the DivisionOffice within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address byAugust 10, 2015.
**It is not necessary to submit an RFA form to the DivisionOffice if you do not object to the determination in this correspondence.**
Corps Regulatory Official: ______________________________________
Scott Jones
October 3, 2017
Issue Dateof JD:Expiration Dateof JD:Five years from Issue Date
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continueto do so, please complete our Customer Satisfaction Survey, locatedonline athttp://regulatory.usacesurvey.com/
.
Copy furnished:
Carolina Wetland Services, Inc., ATTN.: Gregg Antemann,550 E. Westinfhouse Boulevard, Charlotte, NC 28273
Town of Midland, ATTN.: Kassie Watts, P.O. Box 589, Midland, NC 28107

Action ID Number:2014-01686County:Cabarrus
Permittee: Dependable Development, Inc. / ATTN.: Michael Foess
Project Name:Fox Creek Development (formerly Saddlebrook Development)
Date Verification Issued: October 3, 2017
Project Manager: Scott Jones
Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this
certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn.:CESAW-RG-Charlotte
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the
Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or
initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in accordance with
the terms and condition of the said permit, and required mitigation was completed in accordance with the permit
conditions.
_____________________________________________________________
Signature of PermitteeDate

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Dependable Development, Inc. -ATTN.: SAW-2014-01686October 3, 2017
Applicant: File Number: Date:
Michael Foess
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)A
PROFFERED PERMIT (Standard Permit or Letter of permission)B
PERMIT DENIALC
APPROVED JURISDICTIONAL DETERMINATIOND
PRELIMINARY JURISDICTIONAL DETERMINATIONE
SECTION I -The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found athttp://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
orCorps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of yourconcerns, (b) modify the permitto address some of your
objections, or (c) not modify the permithaving determined that the permit should be issued as previously written.After
evaluating your objections, the district engineer will send you a proffered permitfor your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) becauseof certain terms and conditions therein,
youmay appeal the declined permitunder the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: Youmay appeal the denial of a permitunder the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION:You may accept or appeal the approved JD or provide new
information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
APPEAL: If you disagree with the approved JD, youmay appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II -REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is neededto
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact:also contact:
District Engineer, Wilmington Regulatory Division, Attn.:Mr. Jason Steele, Administrative Appeal Review Officer
Scott Jones
CESAD-PDO
828-271-7980, ext.4222
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:Telephone number:
________________________________________
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory DivisionAttn.:Scott Jones,69 Darlington Avenue, Wilmington, North Carolina
,
28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form

Permittee: Dependable Development Inc.; Attn.: Michael Foess Action ID: SAW-2014-01686
Project Name: Fox Creek Development (formerly Saddlebrook Development) County: Cabarrus

Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Department of Environment and Natural Resources - Division of Mitigation Services
(DMS), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this
form, it is the Permittee’s responsibility to ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified
on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified
below. If more than one mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts
and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the
permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors.

Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.

Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03040105, Yadkin River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm CoolColdRiparian RiverineRiparian Non-Riverine Non-RiparianCoastal
259 0.11
*If more than one mitigation sponsorwill be used for the permit, only include impacts to be mitigated by this sponsor.

Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03040105, Yadkin River Basin
Stream Mitigation (credits)WetlandMitigation (credits)
Warm CoolCold Riparian Riverine Riparian Non-Riverine Non-RiparianCoastal
259 0.11

Mitigation Site Debited: DMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For DMS, list DMS. If the DMS
acceptance letter identifies a specific site, also list the specific site to be debited).

Section to be completed by the Mitigation Sponsor

Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for DMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.

Mitigation Sponsor Name:

Name of Sponsor’s Authorized Representative:

Signature of Sponsor’s Authorized Representative Date of Signature
Page 1 of 2 Form Updated 12 September, 2014

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee’s responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.

Comments/Additional Conditions:
1)DMS to provide the mitigation in the Yadkin River Basin 03040105 at the time of payment.

This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC 27587 (email: [e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.

USACE Project Manager: Scott Jones
USACE Field Office: Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Email: [e-mail]

October 3, 2017
USACE Project Manager Signature Date of Signature

Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.
Page 2 of 2

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 our website at http://regulatory.usacesurvey.com/ to complete the survey online.

PROPOSED BYPASS STORM DRAINAGE FOR USACE/DEQ N.O.V. RESOLUTION
BRENTWOOD (AKA:SADDLEBROOK)
TOWN OF MIDLAND, CABARRUS COUNTY, NORTH CAROLINA
SHEET INDEX
SHEET NO.SHEET NAME
N
C1COVER SHEET
C2GENERAL NOTES AND DETAILS
C3EXISTING CONDITIONS AND OVERALL SITE PLAN
C4-C7STORMWATER BYPASS PLAN AND PROFILE
C8SANITARY SEWER PLAN AND PROFILE
VICINITY MAP
NOT TO SCALE
APPLICANT/PROPERTY OWNER:
DEPENDABLE DEVELOPMENT INC.
2649 BREKONRIDGE CENTRE DRIVE
MONROE, NC 28110
CONTACT: MR. MICHAEL FOESS, PE
PHONE: [phone]
EMAIL: [e-mail]
www.truehomesusa.com
CIVIL ENGINEER:
D&A WOLVERINE PLLC
550 E. WESTINGHOUSE BLVD
OVERALL SITE MAP
CHARLOTTE, NC 28273
NOT TO SCALE
CONTACT: CHRISTOPHER FLECK, PE
PHONE: [phone]
EMAIL: [e-mail]
www.dnawolverine.com
NOTES:
1.THE PURPOSE OF THIS IS TO PROPOSE A STORMWATER BYPASS TO
RESOLVE A USACE/DEQ NOTICE OF VIOLATION.
2.DESIGN AND LAYOUT FOR ALL PLANIMETRICS, GRADING,
AND OTHER UTILITIES SHOWN FOR REFERENCE ONLY. SEE
PLAN BY SUMMIT LAND SERVICES PROJECT #3550
SADDLEBROOK SUBDIVISION 2 DATED 4/26/16 REVISED7/18/2017
6/6/16 AND APPROVED BY THE TOWN OF MIDLAND ON
6/24/16.
7/18/17SMCREV PER TOWN ENGINEER COMMENTS
7/12/17GTCREV PER TOWN ENGINEER COMMENTS
DATEREVISIONBY
DATE:
PROJECT #:SHEET:
C1
06/26/2017
172012

GENERAL NOTES
1.D&A WOLVERINE PLLC WAS CONTRACTED TO PROVIDE BY-PASS STORM DESIGN TO RESOLVE A USACE/NCDEQ NOTICE OF VIOLATION AND ADD A MINOR SANITARY
SEWER EXTENSION. D&A SCOPE OF WORK AND LIABILITY IS STRICTLY LIMITED TO THOSE ITEMS AND D&A SHALL BE SPECIFICALLY EXCLUDED FROM ALL ISSUES
RESULTING FROM WORK BY OTHERS INCLUDING WORK THAT MAY HAVE OR WILL IMPACT OUR SCOPE, DESIGN OR EFFORTS.
2.BASIS OF BY-PASS DESIGN: 10YR 6HR STORM EVENT. SEE ATTACHED CALCULATIONS DATED 6/23/2017 BY D&A.
3.PER CONVERSATION WITH TOWN OF MIDLAND ENGINEER A SLOPE OF 0.4% FOR THE 42" RCP PIPE WAS ACCEPTABLE GIVEN THE SITE CONSTRAINTS. SITE CONSTRAINTS
INCLUDE EXISTING TOPOGRAPHY, EXISTING INFRASTRUCTURE DESIGNED & CONSTRUCTED BY OTHERS, ETC.
D&A WOLVERINE, PLLC
4.PER CONVERSATION WITH TOWN OF MIDLAND ENGINEER THE 0.2 FT CLEARANCE BETWEEN THE BOTTOM OF THE EXISTING 8" SANITARY SEWER AND THE PROPOSED 42"
RCP WAS ACCEPTABLE IF PROTECTED WITH A MAT OR OTHER MATERIAL TO AVOID A DIRECT POINT LOAD. 20 LF OF 8" SANITARY SEWER IN THE AREA OF THE
6120 BROOKSHIRE BLVD, UNIT R
CROSSING WILL BE REPLACED WITH 8" DIP.
CHARLOTTE, NC 28216
P: 980.309.0406
5.PRIOR TO ANY SITE CONSTRUCTION RELATED TO THE BY-PASS SYSTEM AN ONSITE MEETING SHALL BE CONDUCTED. THE OWNER, TOWN ENGINEER, USACE, NCDEQ
WWW.DNAWOLVERINE.COM
AND REPRESENTATIVES FROM D&A WOLVERINE PLLC & CAROLINA WETLANDS SERVICES SHALL ATTEND.
NCBELS LICENSE NO: P-1223
6.PRIOR TO ORDERING ANY MATERIALS THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS ARE SUITABLE TO ACCOMMODATE THE PROPOSED PIPE AND ALL
STRUCTURES. THE BYPASS DESIGN HAS BEEN PREPARED BASED ON SURVEY AND INFORMATION PROVIDED BY OTHERS AS WELL AS THE
SEAL:
PROPOSED/PLANNED/APPROVED DEVELOPMENT PLANS ALSO DESIGNED & PREPARED BY OTHERS. D&A SHALL NOT BE RESPONSIBLE FOR CONFLICTS RESULTING
FROM CHANGED OR ACTUAL SITE CONDITIONS. THE OWNER/CONTRACTOR SHALL NOTIFY D&A IN THE EVENT OF ANY CHANGES THAT WILL AFFECT THE BYPASS.
7.HEADWALL 16 AND THE PIPE INVERT AT THE WETLANDS HAS BEEN DESIGNED TO ALLOW 6-9 INCHES OF PONDING IN THE EXISTING WETLANDS TO MAINTAIN WETLAND
HYDROLOGY IN THE AREA. THE HEADWALL ELEVATION/INVERT MAY BE ADJUSTED BASED ON ACTUAL FIELD CONDITIONS OR AS DIRECTED BY THE REGULATORY
AGENCIES.
8.ALL PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE. ALL DISTANCES SHALL BE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. ALL PIPE
SHALL HAVE MIN 3FT OF COVER AND SHALL BE LOCATED IN A 30FT EASEMENT. ALL BACKFILL SHALL BE CLEAN AND FREE OF DEBRIS OR ROCKS.
9.ALL RIM/TOP ELEVATIONS SHALL BE FIELD ADJUSTED BY THE CONTRACTOR TO COORDINATE WITH PROPOSED SITE DRAINAGE AS DESIGNED AND SUPPLIED BY OTHERS.
7/18/17
10.THE SITE IS ASSUMED TO BE AN EXISTING CONSTRUCTION SITE WITH APPROVED SOIL EROSION & SEDIMENT CONTROL PLANS, MEASURES AND PERMITS APPROVED AND
IN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL REQUIRED SOIL EROSION & SEDIMENT CONTROL MEASURES IN PLACE AND
11.THESE PLANS SHALL NOT SUPERCEDE ANY PREVIOUS APPROVALS OR PLANS BY OTHERS. THESE PLANS ARE IN ADDITION TO ALL OTHER PLANS AND OR PROJECT
PERMITS AND REQUIREMENTS.
12.THE CONTRACTOR SHALL INVESTIGATE THE SITE FOR CONFLICTS THAT MAY NOT BE SHOWN AND CONTACT NC811 AS APPLICABLE.
13.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF MIDLAND, CABARRUS COUNTY AND THE CITY OF CONCORD AS APPLICABLE.
14.THE ONSITE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IN THE EVENT THAT ANY CHANGE TO THE GRADES, ROADS, DRIVES, UTILITIES OR ANY OTHER ITEM THAT
MAY AFFECT THESE PLANS PRIOR TO CONSTRUCTION AND OR DURING CONSTRUCTION SUCH THAT THE ENGINEER MAY PROVIDE ANALYSIS , ASSES THE IMPACTS AND RESPOND. THE
DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR FAILURE TO NOTIFY.
15.ON-SITE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING AND/OR REPAIRING ALL DAMAGES TO ADJACENT SITE PAVING, CURB OR INFRASTRUCTURE THAT IS DAMAGED AS A
RESULT OF THE CONTRACTORS ACTIONS. THIS WORK SHALL BE PERFORMED AS PART OF THE CONTRACT AT NO ADDITIONAL COST TO THE OWNER. THIS WORK SHALL BE ALL INCLUSIVE TO
ANY ITEM DAMAGED ON THE SITE OR ADJACENT AREAS, AS PART OF STORAGE OR STOCKPILE AND OR AS A RESULT OF CONSTRUCTION, DELIVERY OR OTHER ACTIONS. REPAIRS SHALL BE
MADE IN A TIMELY MANNER AFTER DISCOVERY AND AS DIRECTED BY THE OWNER.
SANITARY SEWER NOTES
1.IT IS ASSUMED THAT THIS PROJECT IS AN ACTIVE CONSTRUCTION SITE WITH APPROVED PLANS AND PERMITS IN PLACE. THE SOLE INTENT OF THIS SANITARY SEWER
EXTENSION PLAN IS TO PROVIDE A BULLETIN DRAWING AND PLAN SHEET TO INCORPORATE +.- 124 LF OF 8" SANITARY EXTENSION TO SERVICE POTENTIAL FUTURE
DEVELOPMENT TO THE NORTH AS REQUESTED BY THE TOWN OF MIDLAND.
2.ALL CONSTRUCTION SHALL BE PER CITY OF CONCORD STANDARDS AND AS PER THE APPROVED PLAN/PERMIT AS DESIGNED AND PREPARED BY OTHERS
REFERENCE DATA:
1.IT IS ASSUMED THAT THIS PROJECT IS AN ACTIVE CONSTRUCTION SITE WITH APPROVED PLANS AND PERMITS IN PLACE AS DESIGNED AND PREPARED BY OTHERS. D&A
WOLVERINE PLLC SHALL NOT ASSUME ANY LIABILITY FOR WORK DONE BY OTHERS INCLUDING BUT NOT LIMITED TO WORK THAT WAS USED AS THE BASIS OF THIS
PLAN THAT WAS SUPPLIED BY OTHER PROFESSIONALS.
2.CIVIL CONSTRUCTION PLANS AND SURVEY DATA PREPARED BY SUMMIT LAND SERVICES PROJECT #3550 SADDLEBROOK SUBDIVISION 2 DATED 4/26/2016 REVISED
6/06/2016 AND APPROVED BY THE TOWN OF MIDLAND ON 6/24/16 WERE UTILIZED AS THE BASIS OF DESIGN. INCLUDING ASSOCIATED CALCULATION OBTAINED AS
PUBLIC RECORD FROM THE TOWN OF MIDLAND.
3.BOUNDARY AND TOPOGRAPHIC SURVEY HAS BEEN PROVIDED BY PROVIDENCE LAND GROUP IN JUNE OF 2017.
4.ALL PLANIMETRICS, SITE LAYOUT, GRADING AND OTHER UTILITIES HAVE BEEN DESIGNED BY OTHERS AND ARE SHOWN FOR REFERENCE ONLY AND SUBJECT TO
CHANGE. THIS INFO IS FOR REFERENCE ONLY AND AS SHOWN SHOULD NOT BE USED FOR RECORDING OR SALES. SCHEMATIC REFERENCES TO SUBDIVISION DESIGN
GENERAL NOTES & DETAILS
BY OTHERS FOR PURPOSES OF PREPARING THE BYPASS PLAN.
BRENTWOOD SUBDIVISION
DEPENDABLE DEVELOPMENT INC.2649 BREKONRIDGE CENTRE DRIVE
MONROE, NC 28110
REV PER TOWN ENGINEER
SMC
7/18/17
COMMENTS
REV PER TOWN ENGINEER
7/12/17GTC
COMMENTS
DATEREVISIONBY
PROJECT #:DRAWN BY:SMC
172012
CHECKED BY:CMF
DATE:APPROVED BY:CMF
06/22/2017
SHEET:
C2
SCALE:
N/A

N
EXISTING CONDITIONS AND
OVERALL SITE PLAN
D&A WOLVERINE, PLLC
EXISTING WETLANDS
6120 BROOKSHIRE BLVD, UNIT R
PER CWS
CHARLOTTE, NC 28216
P: 980.309.0406
PROPOSED BYPASS SYSTEMWWW.DNAWOLVERINE.COM
NCBELS LICENSE NO: P-1223
PROPOSED BYPASS SYSTEM
SEAL:
SD
E
SD
E
S
DE
21+
211+0
00
S
DE
20
+00
SDE
S
DE
19SD
+0E
0
SDE
SD
E
18
+0
SD0
E
SD
E
SD1
E7+
00
S
DE
SD
E
16
+0SDE
0
S
DE
SDE
1
5+
00
SDE
SD
E
SDE1
4+0
0
4
7/18/17
SD
E
2E
13+
00
S
SD
E+
PROPOSED SANITARY
S
1
2+02
S0
DE
S
DE
0
SEWER EXTENSION
LOW SPOT 0
+
2
E
S
E
S
D
S
S
S
E
D
S
0
E
0
S
S
+
1
2
9
+
2
1
0
0
+
1+2
00
0
0
+
1
0
0
E
+
D
0
E
S
1
D
S
S
D
E
9
+
0
0
S
D
E
0
0
PROPOSED BYPASS SYSTEM
+
8
E
D
S
E
D
S
AND OVERALL SITE PLAN
EXISTING CONDITIONS
0
0
+
7
BRENTWOOD SUBDIVISION
DEPENDABLE DEVELOPMENT INC.2649 BREKONRIDGE CENTRE DRIVE
E
D
S
E
D
0 MONROE, NC 28110
S
0
+
6
0
E0
D
+
S
5
E
D
S
E
D
S
0
0E
D
+
S
4
E
D
S
E
D
S
0
0
+
3
E
D PROPOSED BYPASS SYSTEM
S
E
D
S
0
0
E
+
D
2
S
E
D
S
1+00
REV PER TOWN ENGINEER
SMC
7/18/17
COMMENTS
REV PER TOWN ENGINEER
7/12/17GTC
COMMENTS
DATEREVISIONBY
.
PROJECT #:DRAWN BY:SMC
172012
CHECKED BY:CMF
DATE:APPROVED BY:CMF
060120
06/22/2017
SHEET:
90
30
C3
SCALE:
SCALE: 1"=60'
1"=60'

N
BYPASS PLAN AND PROFILE
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BLVD, UNIT R
CHARLOTTE, NC 28216
EXISTING SS MH
P: 980.309.0406
R.
K D
OO
EBR
DDL
SA
WWW.DNAWOLVERINE.COM
NCBELS LICENSE NO: P-1223
SEAL:
EXISTING STORM
PROPOSED SS LATERAL
(TYPICAL)
PER SUPPLIED PLAN BY OTHERS
MATCH LINE STA. 5+50 SEE SHEET C5
PROPOSED BUILDING PAD
7/18/17
(TYPICAL)
PER SUPPLIED PLAN BY OTHERS
EXISTING BMP
EXISTING FOREBAY
PROPOSED GRADING
SDEPER SUPPLIED PLAN BY OTHERS
SDE
SDE
SDE
SDE
SDE
SDE
S
DE
SDE
SDE
SDE
SDE
SDE
SDE
SDE
SD
E
SDE
S2+00
3+00
D
4+00
E
5+00
SD
E
SDE
SDE
SDE
SDE
SDE
SDE
SDE
SDE
SD
E
SDE
SDE
SDE
SDE
SDE
SDE
SDE
DEVELOPER TO OBTAIN
CONTRACTOR TO GRADE SLOPE AS NEEDED TO
PERMISSION/APPROVAL
ACCOMMODATE HEADWALL. ADJUST HEADWALLPROPERTY LINE
FROM ADJACENT
1+00 BYPASS PLAN AND PROFILE
DIMENSIONS AS NEEDED TO ACCOMMODATE
PROPERTY OWNER FOR
ACTUAL FIELD CONDITIONS. HW DETAIL FOR BASE
CONSTRUCTION
BID ONLY.
PLACEMENT OF RIPRAP
PRIOR TO CONSTRUCTION.
PROPOSED 267 SF OF CLASS 1 RIPRAP
ENGINEER NOT RESPONSIBLE
24' LONG APRON
FOR FAILURE TO OBTAIN
BRENTWOOD SUBDIVISION
APPROVAL TO CONSTRUCT
DEPENDABLE DEVELOPMENT INC.2649 BREKONRIDGE CENTRE DRIVE
CONTRACTOR TO PLACE RIP RAP OVER KEYED IN GEOTEXTILE FABRIC.
ON OFFSITE PROPERTIES.
02040
1030
MONROE, NC 28110
SCALE: 1"=20'
PROPERTY LINE
540540
42" SE INV OUT:515.74
NCDOT STD #840.31
42" NE INV IN:515.74
MH-2
535535
TOP:524.00
42" SW INV OUT:516.33
STA:1+30
42" S INV OUT: 515.78
NCDOT STD #838.80
42" NE INV IN:516.33NCDOT STD #838.31
HW-1
MH-2
MH-3
TOP:524.00
TOP:523.90
530530
STA:1+28
STA:2+76
HW-1
MH-3PROPOSED GRADE
PER SUPPLIED PLAN BY OTHERS
EXISTING GRADE
525525
520520
LF OF
SED 291.71
PROPO
.40%
42" RCP @ 0

3 LF OF
SED 146.2
PROPO
0.40%
42" RCP @

24.0'
PROPOSED GRADE
515515
2
REV PER TOWN ENGINEER
SMC
7/18/17
.
PROPOSED 5.57 LF OF
0 COMMENTS
'
42" RCP @ 0.40%
REV PER TOWN ENGINEER
7/12/17GTC
COMMENTS
PROPOSED 267 SF OF CLASS 1 RIPRAP
CONTRACTOR TO PLACE RIP RAP OVER KEYED IN GEOTEXTILE FABRIC.
24' LONG APRON
DATEREVISIONBY
510510
.
1+75
0+000+250+500+751+001+251+502+002+252+502+753+003+253+503+754+004+254+504+755+005+255+50
PROJECT #:DRAWN BY:SMC
172012
SCALE:1"=20' H CHECKED BY:CMF
DATE:APPROVED BY:CMF
1"=4' V
06/22/2017
SHEET:
C4
SCALE:
1"=20'

BYPASS PLAN AND PROFILE
N
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BLVD, UNIT R
000
SADDLEBROOK DR.CHARLOTTE, NC 28216
P: 980.309.0406
S
WWW.DNAWOLVERINE.COM
D
E
PROPOSED SS LATERAL
NCBELS LICENSE NO: P-1223
(TYPICAL)
SEAL:
PER SUPPLIED PLANS BY OTHERS
S
REMOVE 18 LF OF EX 8" PVC SEWER AND
D
E
REPLACE WITH 18 LF OF 8" DIP SEWER.
INSTALL RUBBER MAT BETWEEN 8" DIP AND 42" RCP
S
4 D
E
S C
D
E

T
E
E SDESDESDESDE
PROPOSED BUILDING PAD
S
DE
H
S
DSDE
S(TYPICAL)
E
6
E+
PER SUPPLIED PLANS BY OTHERS
0
0
E
S

10+00 7/18/17
0
5 S
S
D11+00
D
E
E
+
S
D
5
E

.
MATCH LINE STA. 11+00 SEE SHEET C6
A
EXISTING
1
+
T 0
0
S
SSMH-A8
SSE
SS
DDSDE

SDESDE
EE
E
SD
E
N SSDE
S
I
L

SS
H
PROP
C SOSED
PROPOSED STORM CROSSES
D
ES
S
T D
DSSMH-B1
UNDER PROPOSED 8" DIP SEWER.
E
A
E
M
APPROXIMATELY 0.2' CLEARANCESSE
S
D
2
E
BOTTOM OF 8" SEWER = 523.84
+
PROPOSED GRADING
S
0
D
0TOP OF 42" STORM = 523.64
E
0
7
0
PER SUPPLIED PLANS BY OTHERS
+
0+
0
9
T
E
S
S R
SD
DD
E
E
E S
K
PROPOSED SEWER
S
D

E
D
SEE SHEET C8 FOR DETAILS
S
D
R
E
.
S
D
S
S
D
D
EE
E
S
D
E
8
+
0
0
S
D
E
S
D
E
PROPOSED 30' STORMWATER EASEMENT
S
D
E
S
D
BYPASS PLAN AND PROFILE
E
EXISTIN
G
SSMH-A
2
+
9
2
02040
BRENTWOOD SUBDIVISION
DEPENDABLE DEVELOPMENT INC.2649 BREKONRIDGE CENTRE DRIVE
30
10
SCALE: 1"=20'
MONROE, NC 28110
545545
54042" S INV OUT:519.68540
42" E INV OUT:519.20NCDOT STD #840.31
42" S INV OUT:519.85
NCDOT STD #840.14NCDOT STD #840.31
42" N INV IN:519.68
42" N INV IN:519.3042" N INV IN:519.85
MH-8
DI-7MH-9
42" SE INV OUT:518.76
42" SW INV OUT:518.49
NCDOT STD #840.14
42" W INV IN:518.86
42" NW INV IN:518.59
DI-6
NCDOT STD #840.14TOP:531.38
TOP:531.23TOP:531.23
STA:10+40
STA:10+81
DI-5
STA:9+45
42" SW INV OUT:517.49
MH-8
MH-9
TOP:529.66
42" NE INV IN:517.49NCDOT STD #840.14
DI-7
STA:8+59
TOP:529.01
DI-4
535535
STA:8+16
DI-6
TOP:527.16
DI-5
STA:5+68
DI-4
PROPOSED GRADE
530530
PER SUPPLIED PLAN BY OTHERS
EXISTING GRADE
EXISTING 8" SANITARY SEWER
PIPE BOTTOM = 523.84
525525
.44 LF OF
POSED 41
PRO
F
D 94.95 LF O
PROPOSE
F OF @ 0.40%
ED 86.13 L 42" RCP
PROPOS
0%
RCP @ 0.4
F 42"
42.41 LF O
PROPOSED
0%
RCP @ 0.4
42"
F OF%
ED 248.53 LRCP @ 0.40
PROPOS 42"
520520
0%
" RCP @ 0.4
42
PROPOSED 94.61 LF OF
42" RCP @ 0.40%
REV PER TOWN ENGINEER
SMC
7/18/17
515515
COMMENTS
PROPOSED 291.71 LF OF
REV PER TOWN ENGINEER
7/12/17GTC
COMMENTS
42" RCP @ 0.40%
DATEREVISIONBY
PROJECT #:DRAWN BY:SMC
172012
CHECKED BY:CMF
510510
5+505+756+006+256+506+757+007+257+507+758+008+258+508+759+009+259+509+7510+0010+2510+5010+7511+00
DATE:APPROVED BY:CMF
06/22/2017
SCALE:1"=20' H
SHEET:
C5
1"=4' V
SCALE:
1"=20'

BYPASS PLAN AND PROFILE
N
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BLVD, UNIT R
CHARLOTTE, NC 28216
P: 980.309.0406
WWW.DNAWOLVERINE.COM
NCBELS LICENSE NO: P-1223
SEAL:
DE00SD1+00
+
E
1
TERSK DR
0
0
+
2
E
SS
S
SX
M
I
S
T
H
I
N
-
A
G
8
P
S
R
SPROPOSED SS LATERAL
M
O
7/18/17
(TYPICAL)
HP
S
O
-
S
BSDEPER SUPPLIED PLANS BY OTHERS
E
SSDE
1
E
11+00
D
SS
MATCH LINE STA. 11+00 SEE SHEET C5
SSE
MATCH LINE STA. 16+50 SEE SHEET C7
PROPOSED BUILDING PAD
(TYPICAL)
SSESDE
SDE
SS
PER SUPPLIED PLANS BY OTHERS
PROPOSED SEWER
SSESEE SHEET C8 FOR DETAILS
SS
SDE
SSE
PROPOSED 20' SANITARY
SDE
SEWER EASEMENT
PROPOSED GRADING
SSE
PROPOSED 30' STORMWATER EASEMENT
PER SUPPLIED PLANS BY OTHERS
2+00
EDS
EDS
SDESDE
SDESDESDESDESDESDESDESDESDESDE
SDESDESDESDE
P
S
R
S
SS
MO
HP
O
-SSE
SDE
B
13+00
S12+0015+
00
214+00
16+00
E
D
SSE
2+24
EDS
EDS
E
SSESDESDESDESDE
SDESDESDESDESDESDESDESDE
SDESDESDESDESDE
7
.
5
'BYPASS PLAN AND PROFILE
BRENTWOOD SUBDIVISION
02040 DEPENDABLE DEVELOPMENT INC.2649 BREKONRIDGE CENTRE DRIVE
1030
SCALE: 1"=20'
MONROE, NC 28110
545545
540540
42" S INV OUT:520.22
42" E INV OUT:521.35
NCDOT STD #840.14
NCDOT STD #840.14
42" W INV IN:520.32
42" W INV IN:521.35
42" N INV IN:526.22
DI-10
DI-11
42" E INV OUT:521.92
NCDOT STD #840.14
42" W INV IN:521.92
DI-12
TOP:530.90
TOP:530.80
PROPOSED GRADE
STA:11+76
STA:14+34
PER SUPPLIED PLAN BY OTHERS
TOP:529.80
STA:15+70
DI-10
DI-11
535535
DI-12
EXISTING GRADE
530530
525525
02.44 LF OF
ROPOSED 2
P
6.13 LF OF
OPOSED 13
PR
P @ 0.39%
42" RC
@ 0.42%
LF OF 42" RCP
ED 257.87
PROPOS
40%
" RCP @ 0.
LF OF 42
OSED 94.61
PROP
0.40%
42" RCP @
520520
REV PER TOWN ENGINEER
SMC
7/18/17
COMMENTS
REV PER TOWN ENGINEER
7/12/17GTC
COMMENTS
515515
DATEREVISIONBY
11+0011+2511+5011+7512+0012+2512+5012+7513+0013+2513+5013+7514+0014+2514+5014+7515+0015+2515+5015+7516+0016+2516+50
DRAWN BY:SMC
PROJECT #:
172012
SCALE:1"=20' H CHECKED BY:CMF
APPROVED BY:
DATE:CMF
1"=4' V
06/22/2017
SHEET:
C6
SCALE:
1"=20'

BYPASS PLAN AND PROFILE
N
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BLVD, UNIT R
CHARLOTTE, NC 28216
P: 980.309.0406
WWW.DNAWOLVERINE.COM
TERSK DR
NCBELS LICENSE NO: P-1223
SEAL:
PROPOSED SS LATERAL
(TYPICAL)
PER SUPPLIED PLANS BY OTHERS
CONTRACTOR TO ADJUST PROPOSED GRADING TO
PROVIDE MINIMUM 1' COVER OVER PROPOSED 42"
7/18/17
RCP AND TO DRAIN RUNOFF TO DI-15
PROPOSED BUILDING PAD
(TYPICAL)
PER SUPPLIED PLANS BY OTHERS
PROPOSED 6" THICK CONCRETE WEIR WALL
CONNECTED TO BOTTOM SLAB AND WINGWALLS
OF PRECAST CONCRETE ENDWALL (NCDOT STD #838.80)
TOP WEIR ELEVATION = 532.00
PROPOSED GRADING
PER SUPPLIED PLANS BY OTHERS
EDS
EDS
SDE
SDESDESDESDESDESDESDESDESDE
SDESDESDESDESDESDE
MATCH LINE STA. 16+50 SEE SHEET C6 30'
17+0000
18+
19+0020+0021+0021+10
SDE
EDS
EDS
SDESDE
SDESDESDESDESDESDESDESDE
SDESDESDESDESDESDE
EXISTING WETLANDS
AS FLAGGED BY CWS AND
SURVEYED BY PROVIDENCE
PROPOSED 30' STORMWATER EASEMENT
PROPOSED DI-15
LAND GROUP
CONTROL STRUCTURE
SEE DETAIL
BYPASS PLAN AND PROFILE
BRENTWOOD SUBDIVISION
DEPENDABLE DEVELOPMENT INC.2649 BREKONRIDGE CENTRE DRIVE
02040
1030
SCALE: 1"=20'
MONROE, NC 28110
545545
42" E INV OUT:524.01
42" E INV OUT:530.00
NCDOT STD #840.14
NCDOT STD #838.31
42" W INV IN:529.50
DI-15HW-16
TOP:535.28TOP:535.00
STA:20+99STA:21+09
42" E INV OUT:523.52
NCDOT STD #840.14
42" W INV IN:523.52HW-16
540540
DI-14
DI-15
42" E INV OUT:522.71
NCDOT STD #840.14
42" W INV IN:522.71
DI-13
TOP:531.90
STA:19+75
TOP:530.62
STA:17+72EXISTING GRADE
DI-14
DI-13
535535
PROPOSED 6" THICK CONCRETE WEIR WALL
PROPOSED GRADE
CONNECTED TO BOTTOM SLAB AND WINGWALLS
PER SUPPLIED PLAN BY OTHERS
OF PRECAST CONCRETE ENDWALL (NCDOT STD #838.80)
WEIR ELEVATION = 532.00
530530
PROPOSED 9.97 LF OF
F OF
D 124.09 L
PROPOSE
42" RCP @ 5.00%
F
202.87 LF O.40%
PROPOSED2" RCP @ 0
4
525525
44 LF OF
OSED 202.
PROPCP @ 0.40%
42" R
.39%
42" RCP @ 0
520520
REV PER TOWN ENGINEER
SMC
7/18/17
COMMENTS
REV PER TOWN ENGINEER
7/12/17GTC
COMMENTS
DATEREVISIONBY
515515
PROJECT #:DRAWN BY:SMC
16+5016+7517+0017+2517+5017+7518+0018+2518+5018+7519+0019+2519+5019+7520+0020+2520+5020+7521+0021+2521+5021+7522+00
172012
SCALE:1"=20' H CHECKED BY:CMF
DATE:APPROVED BY:CMF
1"=4' V
06/22/2017
SHEET:
C7
SCALE:
1"=20'

SANITARY SEWER PLAN AND PROFILE
N
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BLVD, UNIT R
CHARLOTTE, NC 28216
P: 980.309.0406
WWW.DNAWOLVERINE.COM
NCBELS LICENSE NO: P-1223
SEAL:
SDE
SANITARY SEWER NOTES
S
D
PROPOSED SS LATERAL
E
(TYPICAL)
1.IT IS ASSUMED THAT THIS PROJECT IS AN ACTIVE CONSTRUCTION SITE WITH APPROVED PLANS AND PERMITS IN PLACE. THE SOLE INTENT OF THIS SANITARY SEWER
PER SUPPLIED PLANS BY OTHERS
EXISTING
EXISTING SANITARY SEWER
EXTENSION PLAN IS TO PROVIDE A BULLETIN DRAWING AND PLAN SHEET TO INCORPORATE +.- 124 LF OF 8" SANITARY EXTENSION TO SERVICE POTENTIAL FUTURE
SSMH-A7
DEVELOPMENT TO THE NORTH AS REQUESTED BY THE TOWN OF MIDLAND.
1
+
0
2.ALL CONSTRUCTION SHALL BE PER CITY OF CONCORD STANDARDS AND AS PER THE APPROVED PLAN/PERMIT AS DESIGNED AND PREPARED BY OTHERS
0
SADDLEBROOK DR.
SDE
S
3.DESIGN AND LAYOUT FOR ALL PLANIMETRICS, GRADING, AND OTHER UTILITIES SHOWN FOR REFERENCE ONLY. SEE PLAN BY SUMMIT LAND SERVICES PROJECT
D
E
7/18/17
#3550 SADDLEBROOK SUBDIVISION 2 DATED 4/26/16 REVISED 6/6/16 AND APPROVED BY THE TOWN OF MIDLAND ON 6/24/16.
PROPOSED BUILDING PAD
(TYPICAL)
PER SUPPLIED PLANS BY OTHERS
EXISTING SANITARY SEWER
12+00
REMOVE 18 LF OF EX 8" PVC SEWER AND
REPLACE WITH 18 LF OF 8" DIP SEWER.
INSTALL RUBBER MAT BETWEEN 8" DIP AND 42" RCP
SDE
SDE
PROPOSED BYPASS PIPE AS REQUIRED
TO RESOLVE USACE/DEQ N.O.V.
PROPOSED GRADING
SEE SHEETS C4-C7
PER SUPPLIED PLANS BY OTHERS
SDESDESDESDE
SD
E
SDESDESDE
10+00
SDE
11+00
20.0'
EXIST
1ING
+
0
0
SSMH-A8
SSESSESSESSE
SDESDESDE
S
DE
S
SSDESDESDESDE
SSE
2+002+24
SS
SSSSSS
PROPOSED
PROPOSED
PROPOSED STORM CROSSES
'
.5
S 7
DSSMH-SSMH-B2
B1
UNDER PROPOSED 8" DIP SEWER.
E
APPROXIMATELY 0.2' CLEARANCESSESSESSESSE
2
BOTTOM OF 8" SEWER = 523.84
+
0
TOP OF 42" STORM = 523.64
0
PROPOSED 20' SANITARY
SEWER EASEMENT
T
E
R
S
D
E
S
K

D
R
.
S SANITARY SEWER PLAN
D
E
BRENTWOOD SUBDIVISION
PROPOSED SS LATERAL
DEPENDABLE DEVELOPMENT INC.2649 BREKONRIDGE CENTRE DRIVE
(TYPICAL) AND PROFILE
MONROE, NC 28110
02040
EXISTING
SSMH-
A9
1030
2
+
SCALE: 1"=20'
9
2
PROPERTY LINE
EXISTING SANITARY SEWER
REV PER TOWN ENGINEER
SMC
7/18/17
COMMENTS
REV PER TOWN ENGINEER
7/12/17GTC
COMMENTS
DATEREVISIONBY
PROJECT #:DRAWN BY:SMC
172012
CHECKED BY:CMF
SCALE:1"=20' H
DATE:APPROVED BY:CMF
06/22/2017
1"=2' V
SHEET:
C8
SCALE:
1"=20'