SW6130404_HISTORICAL FILE_20130824

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW/L�J�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

Application Completeness Review
o' First Submittal ❑ Re -submittal Date Received: � 8 �)3 Date Reviewed:
Development/Project Name: LL-NAa / a Fn I III z r; /!e 5- - -&.t•
Receiving stream name )!glo &-ty CAseK, I CAPe Ft.,o_ Clas
By Bill Diuguid _—
verBasin: U e Ctkss C- / -27-5-
For post-constru tion requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
High Density Projects that require a 401/404 within an NSW require 85%TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): _
Latitude and Longitude:35 of oo N - 7 8 59 5s w Jurisdiction
Project Address: 23y, ��L/�cp;c ste,cef dt6"'Ife z83o4
Engineer name and firm: AwL, L si dh; P• �.
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? UYYes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets @, i h Densit ❑ Other
of-a-- 4011404 impacts to surface waters, wetlands, and buffers (add language to cover letter an or add info letter)
1 �BUA 05 . zy �REc!kve %o r�ree wl 1 s1 f e
,Check for $505.00 iny cluded /
s/ Original signature not photoc on application
m,�Legal signature orporation- P/highe , Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
iy'Pt(`D S14'0W lJG 0W'V AftrfiP
❑ For subdivided projects, a signed and notarized deed restriction statement
ealed, signed & dated calculations
a' Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
V❑ Grass Swale
Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
�T o sets of sealed, signed & dated layout & finish grading plans with appropriate details
ta/ arrative Description of stormwater management provided
:Y oils report, geotech information provided
Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
rp�,9etails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
imensions & slopes provided
g ,Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
MP operation and maintenance agreements provided
Application complete ❑ Application Incomplete Returned: (Date)
Comments ✓do o.4 A.V ID dGr� /a7y
Oct 29 2012 Revision, Bill Diuguid

8608910 P00081
ExriuTaxs 1,S80.22
FILED
CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
R GI a nc ncr=n
FILED Aug 14, 2012
AT 02:17:00 pm
BOOK 08970
START PAGE 0087
END PAGE 0088
INSTRUMENT# 29924
RECORDING $51.00
EXCISE TAX $1,580.00
Rn
R=rdinglim Book and Page
Tax Lot No. 0436-01-5023 Parcel Identifier No.
Verifiedby County on the_ day of 2012
by .
Mad after recording to:
Amerco Real Estate Company
2727 N. Central Avenue
Phoenix, AZ 85004
Arm: Lisa Rafferty
This iasua neat was prepared by Jenmler M. Settles, Esq., U-Hanl Intemati oral, Inc., 2727 N. Central Avenue, PhombS AZ 85004
Brief Descrs Description for the index Minnie Overton Estate, Book of Plats 58, Page 90
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED made tbis 105 day of August, 2012, by and between
GRANTOR
Suthedmd PEO, L.LC, a Ilmited aob0ity coo pauy
1195 Avenue of the Amerina, 176 Floor
New York, NY 10036
AM: Jlwm Him
GRANTEE
Amerco Real Estate Company, a Nevada corporation
2727 North Central Avenue, Suite 500
Phoenix, AZ 85004
a.m PpmpAv blob k. pcbpuy.
�rY.pR paponuon or paecnb'ry,
The designation Grantor and Grantee as used herein shallinclude said patties, their hens, -,successors, and assigns, and shall include
angular, Plural, maseulioe, feminne or neuter as required by context
WnNESSETFi, that the Grantor, for a valuable Consideration paid by the Grantee, the receipt of which is hereby ackoow(edged, has and
by these presents does grant, bargain, sell and convey unto the Grantee re fee simple, all that chain lot orparcel of land situated m the City
of Fayetteville, Cumberland County, North Carolina and more particularly described as follows: .
Being all of the property of Minnie Overton Estate according to a plat duly recorded in Book of Plats 58,
Page 90, Cumberland County Registry.

010a910 P00088
The property heremabove described was acquired by Grantor by mstr ment recorded in Book 8807, Page 560
A map showing the above described property is recorded in Map Book_ Page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple. .. -
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair Such title a5 Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor, except for the exceptions
hereinafter stated
Title to the property heremabove described is subject to the following exceptions:
[N WITNESS WHEREOF, the Grantor has caused this insmmimtto be pedin it, mrporate manic by its duly authorized officer by authorityefits
Board ofDimctms, the day and year first above written
Southe]I rid
a Ihvired liability mmPmy
Yl faL i7.a6f
Ey, 1 0.4s By lt; G4Voh' (SEAL)
SFATEOF ,e4.�
tyew y02K pOUNm
1, e /�. • GC. S 4a4 aNotary Public of the County and State aforesaid, certify that
16t-- BVd i[aVe/• personally came before me this day and admowledged that he is
Avtfitie; tel SE�. e_LPrtadenttif Southerland REO, L LC, a Pel. w-ft Excited liability company,
and that he, as flutfAd- v al'iPresides- being authorized to do So, executed the foregoing on behalf of the
company.
Witness my hand and official or / N
stamp seal, this 3 dayof ,Is 1' 2012.
�. L - Notary Public
My commissionexpires: 5120L2.14 MARC B. LEDESMA
NOTARY PUBLIC STATE OF NEW YORK
ND. 02LE6074669
[nBi: Nomialsd mstmry] .P• SEAL). QUALIFIED Ni NEW YORK COUNTY
COMMISSION EXPIRES MAY20,20 M
'Die Cpegoivg Can Este(,) or
iscetified to bero Tke mtaommt ad this and emd* Te&cd at the due and dmeaod in the Book and Fagesbow m the first page berm£
REGISTER OF DEEDS FOR CUMBERIAND COUNTY

AMERCO
REAL ESTATE COMPANY
2727 NORTH CENTRAL AVENUE, 9-N • PHOENIX, ARIZONA 85004
PHONE: [phone] • FAX: [phone]
April 5, 2013
NCDENR
Division of Water Quality
Attn: Mr. Mike Randall
Stormwater Permitting
512 N. Salisbury Street, 9th floor
Raleigh, North Carolina 27604
Subject: Stormwater Management Permit Application
U-Haul of Fayetteville Storage Addition
2346 Gillespie Street
Fayetteville, NC 28306 (Cumberland County)
Dear Mr. Randall:
Please accept this letter and supporting documentation as our stormwater management permit submittal
for the proposed Storage Addition at the U-Haul of Fayetteville facility at 2346 Gillespie Street in
Cumberland County, North Carolina.
Concurrent to this submittal, we are working with Sally Castle from the NCDENR Fayetteville Regional
Office to complete erosion and sediment control permitting.
Project Description
In accordance with conversations I have had with Mr. Robert Patterson, we are proposing a
redevelopment of a largely built -upon site to include canopies, a general warehouse building, an
additional self -storage building, and associated paving.
The site historically has been the site of manufactured home sales. As shown in Google Earth Imagery,
the land cover can be classified as built -upon since 1999. Further, in the Executive Summary of the soils
report (attached) notes that, "2 to 3 inches of [aggregate base course surface] was reported by the drillers
at the boring locations," which varied across the site.
Table 1: Summary of Existing Built -Upon Areas (compiled from attached report)
Total Area (ac)
Existing
Proposed
BUA (ac) % Impervious
BUA (ac)
% Impervious
Area 1
6.18
5.35 86.7%
5.85
94.7%
Area 2
I
1.10 ----
— --0.90 82.4% —
--- 0.67
60.8%
Area 3
2.62
1.85 i 70.6%
1.92
73.19%
Site
9.90 --
-- 8.11 --- 81.9% --
--- 8.44 --
--- 85.2% —
Added Built Upon Area
( 14,293 sf

Stormwater Management
Permit Application
U-Haul of Fayetteville Storage Addition
April 5, 2013
The proposed canopies will be erected directly over this existing base course material, where as the two
(2) proposed buildings and associated paving would replace this aggregate with fully impervious surfaces.
As shown in the accompanying plans, the site is 83% built -upon, and is proposed to be 85% built -upon.
As there is an increase, the additional built -upon areas, above existing BUA square footage, will require
post -development controls. We are proposing the construction of an infiltration basin to meet the required
post -construction stormwater management requirements. The enclosed "simple method" calculations
support the sizing of the basin.
Table 3: "Simple Method" Summary Table (from attached report)
Runoff
I
Ex. Runoff
Pr. Runoff
I Difference
Vol (cf)
I Vol (cf)
I Vol (cf)
Area 1
19,612
20,795
I 1,184
Area 2
2,474
1,827
-647
Area 3
6,523
6,746
223
Sum
28,608
( 29,369
I 760
As shown in the Geotechnical Report, the site is well suited to infiltration. For design, the conservative
measured rate of 9.1 in/hr was utilized, with a safety factor of 2, resulting in a design infiltration rate of
4.55 inches per hour across the site.The basin is proposed to be 10 feet from the adjacent proposed
building. While this is less than the 15' recommended minimum, the structure and foundation will be
designed to accommodate this proximity to prevent any undermining or damage.
Conclusion
I look forward to working with your office to complete the permit process.
Should any questions arise with regard to this report, feel free to contact me directly at 602-263-6811
x615148 [e-mail]. Thank you for your consideration of this information. If you need
anything further please let me know.
Sincerer
Samuel J. Jacoby, CFM
Civil Engineer
Amerco Real Estate Company
End
Application Processing Fee USGS Map (in appendix of report)
Stormwater Management Permit Application Sealed Calculations (in appendix of report)
Form (original + 1 copy) Copy of Deed
• Sealed Infiltration Basin Supplement Form (in Copy of Soils Report (in appendix of report)
appendix of report) 2 sets of sealed plans
• Notarized O&M agreement