NCC232536_FRO Submitted_20230825

Check if this project is ARPA-funded
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more acres as covered by the Act, including any
activity under a common plan of development of this size as covered by the NCG01 permit, before this form
and an acceptable erosion and sedimentation control plan have been completed and approved by the Land
Quality Section. N.C. Department of Environmental Quality. Submit the completed form to the appropriate
Regional Office. (Please type or print and, if the question is not applicable or the e-mail address or phone
number is unavailable, place N/A in the blank.)
Part A.
1. Project Name Batts Mill Landing Southern Access
"If this project involves American Rescue Plan Act (ARPA) funds. list the Project Name below
under which you applied for funding through the Division of Water Infrastructure (DWI).
2. Location of land-disturbing activity: County Pender/Onslow City or Township Holly Ridge
Highway/Street OFF NC HWY 50 Latitude(de�c i degrees)34d27'57" Longitude(decimal degrees)77d32'55"
3. Approximate date land-disturbing activity will commence:August 1 , 2023
4. Purpose of development(residential, commercial, industrial, institutional, etc.):Personal Property Access
5. Total acreage disturbed or uncovered(including off-site borrow and waste areas): 5
6. Amount of fee enclosed: $500'00 . The application fee of$100.00 per acre(rounded
up to the next acre) is assessed without a ceiling amount (Example: 8.10-acre application fee is$900).
Checks should be addressed to NCDEQ.
7. Has an erosion and sediment control plan been filed? Yes❑ Enclosed ❑x No ❑
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name Mark L. Maynard Sr. E-mail Address [e-mail]
Phone: Office# [phone] Mobile# [phone]
9. Landowner(s)of Record (attach accompanied page to list additional owners):
Batts Mill Landing LLC [phone] [phone]
Name Phone: Office# Mobile#
332 MILITARY CUTOFF ROAD 332 MILITARY CUTOFF ROAD
Current Mailing Address Current Street Address
WILMINGTON, NC 28405 WILMINGTON, NC 28405
City State Zip City State Zip
10. Deed Book No.4767 Page No. 1624 Provide a copy of the most current deed.

Part B.
1. Company(ies)who are financially responsible for the land-disturbing activity(Provide a comprehensive list
of all responsible parties on accompanied page.) If the company is a sole proprietorship or if the landowner(s)is
an individual(s), the name(s) of the owner(s)may be listed as the financially responsible party(ies).
Batt's Mill Landing, LLC [e-mail]
Company Name E-mail Address
332 MILITARY CUTOFF ROAD 332 MILITARY CUTOFF ROAD
Current Mailing Address Current Street Address
WILMINGTON, NC 28405 WILMINGTON, NC 28405
City State Zip City State Zip
Phone: office# (910) 251 - 5030 Mobile# [phone]
Note: If the Financially Responsible Party is not the owner of the land to be disturbed, include with this form
the landowner's signed and dated written consent for the applicant to submit a draft erosion and sedimentation
control plan and to conduct the anticipated land disturbing activity.
2. (a) If the Financially Responsible Party is a domestic company registered on the NC Secretary of State
business registry, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Name of Individual to Contact (if Registered Agent is a company)
(b) If the Financially Responsible Party is not a resident of North Carolina. give name and street address
of the designated North Carolina agent who is registered on the NC Secretary of State business registry:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office # Mobile#
Name of Individual to Contact (if Registered Agent is a company)

(c)If the Financially Responsible Party is engaging in business under an assumed name, give name under
which the company is Doing Business As. If the Financially Responsible Party is an individual, General
Partnership,or other company not registered and doing business under an assumed name,attach a copy
of the Certificate of Assumed Name.
Company DBA Name
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath. (This form must be signed by the Financially Responsible Person if an individual(s)
or his attorney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Party). I agree to provide
corrected information should there be any change in the information provided herein.
MARK L MAYNARD, SR. MANAGING MEMBER
Type or print name 4 Title or Authority
Signature Date y
I, <)Pt-x-4?r M a ?cm , a Notary Public of the County of t¢4,, 1-1,-?nod r
State of North Carolina, hereby certify that hark L. MaAinerri St = appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him/her.
Witness my hand and notarial seal, this 02 day of M1 , 20 ,23
0•%owitio c••R ►M,f s�-�iy 01
i
NO0
z r._ My commission expires ./41,,j- 3o, . or95

Continued from Items 9 & 10 in Part A of the Financial Responsibility/Ownership Form for multiple
owners. Attach copies of this page as needed to list all landowners.
Landowner 2 of Record:
Name Phone: Office # Mobile#
Current Mailing Address Current Street Address
City State Zip City State Zip
Deed Book No. Page No. Provide a copy of the most current deed.
Landowner 3 of Record:
Name Phone: Office# Mobile#
Current Mailing Address Current Street Address
City State Zip City State Zip
Deed Book No. Page No. Provide a copy of the most current deed.
Landowner 4 of Record:
Name Phone: Office # Mobile#
Current Mailing Address Current Street Address
City State Zip City State Zip
Deed Book No. Page No. Provide a copy of the most current deed.
Landowner 5 of Record:
Name Phone: Office # Mobile#
Current Mailing Address Current Street Address
City State Zip City State Zip
Deed Book No. Page No. Provide a copy of the most current deed.

Continued from Item 1 in Part B of the Financial Responsibility/Ownership Form for multiple parties.
Attach copies of this page as needed to list all financially responsible parties.
Company 2 Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Company 3 Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Company 4 Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Company 5 Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#

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Soil Erosion and Sedimentation Control Calculations
Bee Hive Tract Southern Access May 2,2023
``,`,,t1111111/f/Od,
DA's Surface Areas (sf) `_`.• 0,.- CAtttttt gOe„,
Total Prop. Imp. % Imp. Treatment Description °�pFES& °.��/
1 36313 7000 19.3% Sediment Basin 14Z O I.
2: q
2 26524 7600 28.7% Sediment Basin 2 D ; ,S AL
3 48439 14400 29.7% Sediment BasinCz 4 . •
4 19895 12000 60.3% Silt Fence (causeway) '.ct' \f)3 23 •:
5 25278 11800 46.7% Silt Fence (causeway) 1:.6) P/........ck �4Z-.Z
6 29516 7320 24.8% Sediment Basin 'vy F� Gj..'s+o
'�e �NTRES ,`
�isttttett ItI
SEDIMENT BASIN DESIGN
kr
Disturbed RUNOFF TIME OF
Basin Areu(AC; Length(ft) H(ft) COEFFICIENT,e CONCENTRATION
,Tc
1 0.83 350 3 0.4 4.44 Use 5 min_Tr
2 0.61 380 7 _ 0.4 3.63
3 1.11 720 10 0.4 6.56
4 0.68 366 5 0.4 3.84
Runoff Coefficient
BARE EARTH 0.40
Rainfall Intensity
(City: Holly Ridge Storm: 25 year HOW Watershed Classification Requirement
Nearest Station:Snead&Ferry,NC from NOAA's National weatherservice(htp.//hdscnws.naoo.guv/hdsc/pfde4
Intensity Scale per NOAA
Tr,Trial Time)min) Intensity lin/hr)
5 10.5'
10 8.38
15 7.08
30 5.24
60 3A9
120 2.31
Runoff
Drainage Area 125(in) 055(CFS)
1 10.50 3.5
2 10.50 2.6
3 9.28 4,1
4 10.50 2.8
Sediment Basin Pond Design
Minimum surface 435 sf per cfs 3600 cf per acre
Minimum Volume
Area for q25 of disturbed area
Note:Planned wet detention ponds shall seine as sediment basin ponds through construction phase
Sediment Basin Minimum Semment
Pond .face Area Disturbed Area(acres) Storage Required
1 1,523 0.83 3,001
2 1,112 0.61 2,192
3 1,795 1.'I 1 4,003
4 1,238 0.68 2,439
Sediment Basin Pond 1
Basin Dimensions Below Permanent Pool
El. SA Inc.Vol. Total Vol.
4 1,799 Bot. 0
5 2,355 2,077 2,077
6 2,977 2,666 4,743
7 3,667 3.322 8,065
Elev.Minimum Sediment Storage Achieved 5.35 el.
Elev.Minimum surface Area Achieved 4.00 el. SA.t>SA,r55

Sediment Basin Pond 2
Basin Dimensions Below Pennanent Pool
El. SA Inc.Vol. Total Vol.
17 712 Bat 0
18 1,187 950 950
19 1,747 1,467 2,417
20 2,392 2,070 4,486
Elev.Minimum Sediment Storage Achieved 18.85 el.
Elev.Minimum surface Area Achieved 17,94 el.
Sediment Basin Pond 3
Basin Dimensions Below Permanent Pool
El. SA Inc.Vol. Total Vol.
9 1,222 Bat 0
10 1,754 1,488 1,488
11 2.351 2,053 3,541
12 3,014 2,683 6,223
13 3,743 3,379 9,602
Elev.Minimum Sediment Storage Achieved 11.23 el.
Elev.Minimum surface Area Achieved 10.07 el.
Sediment Basin Pond 4
Basin Dimensions Below Permanent Pool
El. SA Inc.Vol. Total Vol.
2 317 Bot 0
3 577 447 447
4 983 780 1,227
5 1,565 1,274 2.501
6 2,238 1,902 4,403
Elev.Minimum Sediment Storage Achieved 4.95 et
Elev.Minimum surface Area Achieved 4.44 et
Sediment Basin Pond Skimmer Sizing
SKIMMER DRAWDOWN RATE CALCULATED PER THE ORIFICE EQUATION
Q=Cd*A*(2*g*h)A.5
WHERE:
A=PROPOSED ORIFICE AREA=VARIES(SO FT)
Cd=DISCHARGE COEFFICIENT=0.6(UNITLESS)
g=GRAVITATIONAL ACCELERATON=322 FT/SA2
h=DRIVING HEAD(WATER SURFACE TO ORIFICE CENTROID ELEVATION)=VARIES(FT)=1113
Q=POND OUTFLOW=VARIES(CFS)
Driving Orifice Diameter Flaw per Storage Volume
Basin Pond Q(cfs) Storage(ct) Draw Down Time
Head(ft) "OD"(in) day(ct) (Days)
1 0.52 3' 0.17 14718 3,001 0.20
2 0.52 3 0.17 14718_ 2,192 0.15
3 0.52 3 0.17 14718 4,003 0.27
4 0.52 2 0.08 6541 2,439 0.37
DISSIPATOR SIZING
ZONE 2 CLASS 13 APRON MATERIAL
LENGTH=6 X DIAMETER
WIDTH=3 X DIAMETER
PIPE APRON APRON
DIAMETER LENGTH WIDTH
15 7.50 3.75
18 9.00 4.50
24 12.00 6.00
30 15.00 7.50
36 18.00 9.00