SW8190102_Historical File_20201006

CAPEFE1AR i RECEIVED
ENGINEERING
151 Poole Rd.,Suiee 100;BeMi e,NC,28451 J U L 16 2020
TEL[phone];FAX[phone] NCDEQ
www.oepeiearengmeering.com Transmittal a WILMINGTON RO
To NCDEQ Date: July 16, 2020
127 Cardinal Drive Extension File: 440-041 "36"
Wilmington, NC 28405 Subject West 11th Street Multifamily
Southport, NC
Attn: Mr. Steve Pusey SW8 190102 Minor Modification
❑As Requested ❑ For Your Files ❑ For Distribution ® For your Review/Action/Approval
Quantity Drawing No. Description
1 Orig. & Stormwater Permitting Form 7:Minor Modification
Copy
1 Copy LLC Annual Report for verification
1 Copy Stormwater Narrative and Calculations
1 Copy Wet Detention Basin Supplement EZ and Checklist
2 Copies Revised Stormwater Management Plan Sheets
Cape Fear Engineering, Inc
CC: File
File: 440-041 "36" �jGiGfil "v''"—
Signed: /
Michael House, P.E.
Received By:
Date:
P:\440-00 H&H Homes\440-011 Southport W.MF Eng1ADMIN\.STORM\NCDEQ Permit\H&H HOMES SW PERMIT MOD-2020-0712020-07 TRANS-NCDEQ.doc

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CAPE FEAR
ENGINEERING ,,
July 16, 2020 11 JUL 18 2020
Steve Pusey BY
Division of Energy, Mineral and Land Resources
State Stormwater Department
127 Cardinal Drive Ext.
Wilmington,NC 28405
Subject: State Stormwater Permit SW8 190102—Minor Modification
Fisher Landing Villas(Formerly West Eleventh Street Multifamily)
City of Southport,Brunswick County
Mr. Pusey,
The builder, H&H Homes, has requested site plan revisions for the Fisher Landing Villas Townhome
community located on West Eleventh Street, at the intersection with Caswell Ave. This revision is
being requested to accommodate desired building footprints for units 6-8, 20-23, and 24-28 on the
approved plans. The proposed footprints require an additional 8' of building depth to make the unit
dimensions 30' wide by 58' deep. These units will still include patios, but they will be encompassed
within the revised building footprints proposed.
The patios on remaining units were previously proposed to be 10' by 15'. The architectural plans for
these 24' wide by 68.5' deep units indicate that constructed patios will be a maximum 8.5' by 12.5'.
As such, Cape Fear Engineering has revised the impervious calculations for the site to reflect the
reduced patio size and building expansion for applicable units. The table below shows the impervious
allocations for the site as initially approved, along with the revised allocation for the revisions being
requested.
Table 1: Impervious Area Breakdown
Impervious Area Initial Design Allocation(st)* Proposed Allocation Revision(sf)
Buildings 51,000 53,702
Patios 5,100 2,453.5
Roads&Parking 18,960 18,960
Driveways 11,845 11,845
Off-Site 24,680 24,680
Contingency(Reserve) 500 444.5
Total: 112,085 112,085
*Initial Design allocations reflect the previously approved plan, permitted under State Stormwater
Permit SW8 190102 approved on February 21, 2019.
As reflected above, no increase of total impervious is being requested for the project. Therefore, no
modifications to previously provided stormwater calculations, or constructed pond geometry and
outlet configuration are needed to support the revised plan.
151 Poole Road, Suite 100 • 8elville, Alt 23d51 • TEL: [phone] • FAX [phone]
NUVW.cap:fea-e:7g;neer rig.corn

CFE has included revised pond calculations with this submittal simply to capture the revised
impervious breakdown on page 1. A revised supplement has also been provided to capture necessary
revisions to the breakdown of BUA in the drainage area.
I trust the information provided is sufficient for your approval of this request for revision to the State
Stormwater Permit for the Fisher Landing Villas. If you have any questions, concerns, or need any
additional information,please contact our office at(910)383-1044.
S1nceia�¢ y c. , CAAy" ,�'
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Michael House, P.E.
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100 • 9elvi!ie, NC 23451 • TEL: [phone] • FAX [phone]
www.capefearengineering..am

WET DETENTION BASIN DATA SHEET DATE: 7/9/20
DESIGN CALCULATIONS FOR PROJECT NO.: 440-011
WEST ELEVENTH STREET MULTIFAfr0LY DESIGNED BY: MRH
POND#1
DRAINAGE AREA(Ad):
ON-SITE DRAINAGE AREA: 183,865 SQ.F 4.22 ACRES
OFF-SITE DRAINAGE AREA 64,550 SQ.F£ 1.48 ACRES
DRAINAGE AREA(Ad) 248,415 SQ.FT 5.70 ACRES
IMPERVIOUS AREA(Ai):
BUILDINGS: 53,702 SQ.FT
PATIOS: 2,453.5 SQ.FT 22(,¢ 8.5'X 12.5' I(8'X 14.5'
ROADS&PARKING: 18,960 SQ.FT Includes Asphalt and Curbing
DRIVEWAYS: 11,845 SQ.FT
OFF-SITE 24,680 SQ.FT*
CONTINGENCY(RESERVE) 444.5 SQ.FT
TOTAL: 112,085 SQ.FT
PERCENT IMPERVIOUS(I):
I=Ad/Ai= 45.12% USE 45%
CALCULATE AVERAGE DEPTH(Davg):
SEE AVERAGE DEPTH CALCULATION SPREADSHEET?OR POND!t2
CALCULATE REQUIRED SURFACE AREA AT PERMANENT POOL:
POND 01 SHALL HAVE AN AVERAGE DEPTH OF 5.00 FT
Is project Coastal(C)or Mountain(M)? C
INTERPOLATION OF SA/DA TABLE IN NCDEQ STORMWATER
DESIGN MANUAL
%IMP. SA/DA
40 1.83
45 2.10
50 2.35
SA/DA— 2.10r
SAS,= 5,209 SF = 0.12 AC
MAIN POOL SURFACE AREA PROVIDED AT PERMANENT POOL= 5,510 SF
SA PROV'D= 5,510 > 5,209 A REQ'D OK
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POND#1
DATA SHEET
PAGE 1 OF 3
F:445-00 H 3e H Hamu -ttt t Swtlryw,W.y1F EogCALCSLSCORMV:020-ill-05-3W Permit MODREV-Pond Calcu:arioaxxk

REOUIRED STORAGE VOLUME:
Is this project in SA waters?(Y or N) N Use Simple Method
OK REQUIRED VOLUME(SIMPLE METHOD BY TOM SCHUELER):
RUNOFF COEFFICIENT(Rv) 0.05=0.9*(1)
Rv= 0.45608
DESIGN VOLUME(DV)=1.5"Rv*Ad= 1.4162 CF
DV= 14,162 CF
N/A REQUIRED VOLUME(PRE-POST I-YEAR24-HR):
I-YEAR,24-HOUR STORM(RD)= 0.00 IN *FROM NOAA
PRE-DEVELOPMENT
%IMPERVIOUS= 0.0%
Rv 0.054-0.9*(I)
Rr= 0.05
DV=Rn*Rv*Ad= 0 CF
POST-DEVELOPMENT
%IMPERVIOUS= 45.12%
I&"0.05--0.9*(1)
RN= 0.456080551
DV=Ro*Rv*Ad= 0 CF
VOLUME POST-VOLUME PRE= 0 CF
REQUIRED VOLUME(LS"SIMPLE METHOD)= 14,162 CF
REQUIRED VOLUME(PRE-POST 1-YR 24-HR)= N/A CF
REQUIRED DESIGN VOLUME= 14,162 CF
""" CEIVE
JUL 1 6 2020 r.
sY:_,_.....,,_
POND gI
DATA SHEET
PAGE 2OF3
P'N4040 H3it Homesu40-OL 13outhport W,ff E, CA:..CS'STDRM'-_020.07-0&SW?am MOO'REV-P-md C4:4gnonsi4

FOREBAY SIZING:
MAIN POOL VOLUME (2.1 CONTOURS)
INCREM. TOTAL
EL. SA(SF) VOL.(CF) VOL.(CF)
15 5,510 0 0
14.5 4,600 2,528 2,528
14 4,315 2,229 4,756
13 3,768 4,042 8,798
12 3,254 3,511 12,309
11 2,773 3,014 15,322
10 2,327 2,550 17,872
9 1,913 2,120 19,992
8 1,532 1,723 21,715
7 1,184 1,358 23,073
6 869 1,027 24,099
REQD FOREBAY VOLUME=15 TO 20%OF TOTAL= 3,615 TO 4,820 CF
CHECK FOREBAY VOLUME: (2:1 CONTOURS)
INCREM TOTAL
EL. SA(SF) VOL.(CF) VOL.(CF)
15 2,040 0 0
14.5 1,538 895 895
14 1,306 711 1,606
13 896 1,101 2,707
12 554 725 3,432
11 293 424 3,855
a
FORF,BAY VOL.PROV'D 3,855 CF OK Forebav is 16%of the main pool
ECEIVE
JO 1 6 91/4(pt I j
BY
POND;1
DAIA SHEET
?AGE 3 OF 3
.440-00 E:3 H domes'.40-0.l Sol:pen W.,1F E.R+C.LCSSTOR}0M10417-0R-SW Perm MOD1REv-Pond Cal=Wuions..ss

DESIGN VOLUME PROVIDED(BETWEEN PERMANENT POOL AND TEMPORARY POOL):
STORMWATER POND#1 INCREVI. TOTAL
EL. SW POND(SF) VOL.(CF) VOL(CFI
15 7,678 0 0
15.5 8755 4,108 4,108
16 9459 4,554 8,662
17 .109I8 10,189 18,850
17.25 11295 2,777 21,627 (Temporary Poop
I8 12440 8,901 30,528
18.5 13223 6,416 36,943
MINIMUM TEMPORARY POOL ELEVATION(FROM SIMPLE METHOD VOLUME):
VOL.REQD= 14,162 CF
REQ'D ELEV= 16.540
TEMPORARY POOL ELEVATION:
OUTLET EL.= 17.25
VOL.PROV'D= 21,627 CF
NOTE: SINCE THE ELEVATION OF THE NEIC'_'AVAILABLE OUTLET ABOVE THE NORMAL POOL IS GREATER THAN THE MINIMUM
TEMP.POOL ELEVATION,THE OUTLET FT.FVATION IS THE TEMPORARY POOL ELEVATION.
VOL.PROV D= 21,627 > 14,I62 =VOL.REQ'D OK
ORIFICE SIZING: REQ'D DRAWDOWN TIME=2-5 DAYS
NOTE: ORIFICE SIZED TO DRAWDOWN THE TEMPORARY POOL EN 2-5 DAYS
Q2= 0.08196 CFS (FOR 2 DAY DRAWDOWN)
Q5= 0.03278 CFS (FOR 5 DAY DRAWDOWN)
ORIFICE EL.= 15.00 (PERM.POOL EL.)
TEMP.?OOL EL.= 17.25 (OUTLET EL)
ORIFICE DIAMETER= L25 :N.
QPROV'D"Cd*A•(2ghr1/2 WHERE: Cd= 0.6
A= 0.008522115 SF
g= 32.2 FPS/S
h=(TEMP POOL EL-NORMAL POOL EL)/3
= 0.8
Q PROV'D= 0.03554
Q2> 0.03554 >Q5 OK
DRAWDOWN TIME:
TIME=VOLUME 4.61 DAYS
Q PROV'D
11 .JUL 1 6 2020
1)
BY:- --
POND Al
DATA SHEET
?AGE 4 OF 3
?;'.WOAD H 8:H Homes44O.OI I S.udt?en.j MI'=v6'CA C.STO&M2Q2OA7-06SW?,rmit MODtREV.PnM Gkulasions xh

LIMITED LIABILITY COMPANY ANNUAL REPORT ■
L0/2017r
NAME OF LIMITED LIABILITY COMPANY: Hoosier Daddy, LLC
Fling Office Use Only
SECRETARY OF STATE ID NUMBER: 1129934 STATE OF FORMATION: NC E-Filed Annual Report
1129934
REPORT FOR THE CALENDAR YEAR: 2020 ' ',"" ,,, � C3/202 001:00 3
4/3/2020 01:00
SECTION A: REGISTERED AGENT'S INFORMATION
Changes JUL
1 6 20�
1.NAME OF REGISTERED AGENT:
Carlisle, Michelle Elaine
BY:
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS&COUNTY 4.REGISTERED AGENT OFFICE MAILING ADDRESS
8620 River Rd. 8620 River Rd.
Wilmington, NC 28412 New Hanover County Wilmington, NC 28412
SECTION B: PRINCIPAL OFFICE INFORMATION
1.DESCRIPTION OF NATURE OF BUSINESS: Real Estate Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3.PRINCIPAL OFFICE EMAIL: Privacy Redaction
4.PRINCIPAL OFFICE STREET ADDRESS 5.PRINCIPAL OFFICE MAILING ADDRESS
8620 River Rd. 8620 River Rd.
Wilmington,NC 28412 Wilmington, NC 28412
6.Select one of the following if applicable.(Optional see instructions)
❑ The company is a veteran-owned small business
❑ The company is a service-disabled veteran-owned small business
SECTION C: COMPANY OFFICIALS(Enter additional company officials in Section E.)
NAME: Gregory Fields Carlisle , ll NAME: Michelle Elaine Carlisle NAME: Lisa C. Beaman
TITLE: Member TITLE: Managing Member TITLE: Managing Member
ADDRESS: 7321 Rainwater Rd. ADDRESS: ADDRESS:
Raleigh, NC 27615 8620 River Rd. 1833 Avalon Ave.
Raleigh, NC 27615 Wilmington,NC 28412 Wilmington, NC 28409
SECTION D:CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Michelle Elaine Carlisle 4/3/2020
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Michelle Elaine Carlisle Managing Member
Print or Type Name of Company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF$200.00
MAIL TO:Secretary of State. Business Registration Division.Post Office Box 29525.Raleigh.NC 27626-0525

SECTION E:ADDITIONAL COMPANY OFFICIALS
NAME: Jack Carlisle NAME: NAME:
TITLE: Managing Member TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
8630 River Rd.
Wilmington, NC 28412
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: Name:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
flECEIVE
JUL 1 6 2020
NAME: NAME: NAME:
TITLE: TITLE: BYTITLE:
ADDRESS: ADDRESS: ADDRESS: