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Home My WebLink AboutSW3170701 - SMG Leasing LLC (4)Excise Tax $ No Stamps Tax Lot No. Verified by by ' ECFIVED JUL I 1 215;7 DENR-LAND QUALITY STORMWATER PERMITTING Time, Book and Parcel Identifier No. County on the day of , 20 Mail after recording to Pope, McMillan, Kutteh Edwards Schieck & Taylor, P.A., P.O. Drawer 1776, Statesville, NC 28687 This instrument was prepared by William P. Pope, Attorney at Law - NO TITLE OPINION RENDERED Brief Description for the index F5,311 Acres, Cool Springs Township THIS DEED made this' NORTH CAROLINA GENERAL WARRANTY DEED GRANTOR SMG LEASING ASSOCIATES, a North Carolina general partnership Address: 208 Old Mocksville Road Statesville, NC 28625 GRANTEE SMG LEASING ASSOCIATES, L.L.C., a North Carolina limited liability company Address: 208 Old Mocksville Road Statesville, NC 28625 Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g., corporation or partnership. The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context. WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple that certain lot or parcel of land situated in the City of , Cool Springs Township, Iredell County, North Carolina and more particularly described as follows: SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED BY REFERENCE HEREIN M I I1UP anUwn 1y a 1U c1UUVt7 UtMUI 1UUU Nf UNCI Iy 11 f ULAKUM If I DOOK , rage . All or a portion of the property herein conveyed includes or X does not include the primary residence of a Grantor. 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 is seized of the premises in fee simple, has the right to convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated. Title to the property hereinabove described is subject to the following exceptions: Easements, restrictions, and other matters of record, if any. IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors, the day and year first above written. SMG LEASING ASSOCIATES, a North Caroli�eneral partnership (SEAL) By: Dr. Tink A. J6hns4III, Managing Partner A (SEAL) JUIi H. Schop s, Managing(d3�er (SEAL) Dr orManaging Partner Dr. ephen B. Scheibner, Managing Partner NO THCTOLI A, Iredgll Co� nty. 11'81111 M". -se I, B Y i r5 h 4, , Notary Public for County, North Carolina, % P� S ��,certify that Dr. Tink A. Johnson III, being a Managing Partner of SMG Leasing Associates, MA � NOTA F? �' ersonally appeared before me this day and acknowledged that he is a Managing Partner of VAG Leasing Associates, and that by authority duly given and as the act of the general y 'c0f sbnE* partnership, the foregoing instrument was signed in its name by him as a Managing Partner. crcl V q AV8L10 ? ITNESS my hand and notarial seal or stam this the ay of k , 2012. —��°Fn coO�i wr1f" d rotary Public My Commission Expires: rar[ner or WOO Leasing Hssuciaies, ano mai uy aumunry uury ynreii anu = uie act vi uic general partnership, the foregoing instrument was signed in its name by her as a Managing 1111110"izi Partner. III P R'$q—WNESS my hand and notarial seal or stamp, t 's the day of � �� , 2012. NY -4 NOTARY +` r U Notary Public 2♦ �fq,`,O UBL1OA�Commission Expires: %" /B/i ''��zve� NO TH CA OLINA, Irede I County. /� 1ftl `P QRS , �Ybc Notary Public for A County, North Carolina, certify NOTARY Xzaed before me this day and acknowlledge tthat hes a Managing Partner of SMG Leasinng Partner of SMG Leasing Associates, g Myr Ea AssIciates, and that by authority duly given and as the act of the general partnership, the r fq 4-oing instrument was signed in its name by him as a Managing Partner. 'OUBLIG 2 r =q�O � #&ESS my hand and notarial seal or st p, this the day of t" 2012. ;p /fll11 Notary Public My Commission Expires: 3-/D--moo/�- ��'P�PNwRsy NOR H CAR LIN , redell COL ty. 0 NpTARy t9., �j Notary Public for4 County, North I My�� Carolina, certify that Dr. Stephen B. Scheibner, being a Managing Partner of SMG Leasing y v ` Associates, personally appeared before me this day and acknowledged that he is a Managing cr A G,�2 Partner of SMG Leasing Associates, and that by authority duly given and as the act of the ==�p� BLOWN general, Partner, partnership, the foregoing instrument was signed in its name by him as a Managing G �fillI WITNESS my hand and notarial seal or sta , this the T a of , 2012. ary Public My Commission Expires: Yj , la -ao t Exhibit A Legal Description BEGINNING at an iron pin set at the intersection of ilia right of way of Interstate Highway 40 and lite cantor line of State Road 2176, running thence along and with the northern right of way of Interstate Highway 40 South 72.38' West through a concrete monument located at 39.44 foot from the point of the beginning 701.72 feet to a concrete monument; thence continuing along the northern right of way of Interstate Highway 40 South 74.12' West 374.92 feet to a concrete monument, a common turner of Sarah J. Bost Living Trust; thence along and with the line of Bost North 05'18'30" East 434.12 feet to en existing iron pin, a corner of Hospital Cofporetion of North Carolina; thence along and with the line of Hospital Corporation of North Caroline, Wade E. Summers and others. South 84.20' East 896.71 foot to an iron pin set in the Summers line; continuing with the Summers' line South 84.20' East 109.14 feet to a point in the center line of State Road 2176, South 26'03' West 23.81 feet to the point and place of beginning containing 5.311 acres and being the properly shown on a survey for G.G. Hendrix prepared by Gerold V. Grant Registered Land Surveyor dated March 14, 1978. There is however excepted from the above conveyance the following described tract lying and being in Iredell County, Cool Springs Township, North Carolina: BEGINNING at an existing iron a corner of Sarah J. Bost Living Trust and Hospital Corporation of North Carolina running thence along and with ilio line of Hospital Corporation South 89.45'11' East 100.0 feet to an iron pin set in the line of Hospital Corporation; thence a new line South 00'12'02' West 200.00 lest to an iron pin set a now corner; thence North 89145' 11' W00% 100.00 rout to nit iron pin set in the Vine of the Sarah J. Bost Living Trust; thence along and with ilio line o1 the Sarah J. Bost Living Trust North 00'12'02' East 200.00 feet to an existing iron the point of place of beginning containing .459 acres and being that property shown on a survey prepared by Gerold V. Grant, Surveyor for William E. Thompson dated October 10, 1983. CATAWBA VALLEY ENGINEERING AND TESTING J. KIRK VIOLA, P.E. July 7, 2017 Mr. P. Scott Bell, PE, PLS G.L. Wilson Building Company 190 Wilson Park Road Statesville, North Carolina 28625 Scott.bell@glwilson.com Re: Infiltration Evaluation SMG Leasing, LLC 142 Sherlock Drive Statesville, North Carolina CVET Project No.: 17-066 Dear Mr. Bell, JAMES S. TATE, P.E. DAVID M. LEGRAND, JR., P.E RECEIVED JUL 112017 DENR-LAND QUALITY STORMWATER PERMITTING Per your request, Catawba Valley Engineering and Testing (CVET) is providing this letter summarizing our evaluation performed to detennine the permeability of subsurface soils below the proposed underground detention system at SMG Leasing, LLC in Statesville, North Carolina. The purpose of our exploration was to obtain representative samples of the subsurface soils within the proposed detention system envelope, perform laboratory testing, and determine the infiltration rate to aid in design of the minimum surface area for an infiltration system. CVET personnel visited the subject site on June 26, 2017 to perform a total of three hand auger borings (A, B, C) within the proposed underground detention system at the locations displayed on Figure 1 — Infiltration Test Location Plan. Bag samples were obtained at 1 foot intervals to depths ranging from approximately 2 to 10 feet below bottom of system elevation (869.74 ft.). No evidence of the seasonal high water table (SHWT) was observed at the depths explored during this evaluation. The bulk soil samples were returned to CVET laboratory in Hickory, North Carolina where the samples were subjected to Grain Size Analysis (ASTM D422). Laboratory results of the soil samples reveal that the in-situ soils have USCS Classification of ML and SM. Based upon our interpretation of Table B-2 of NAVFAC MO 330, we conclude that a permeability (infiltration) rate of k = 104 cm/sec is an acceptable value for use in design of the minimum surface area for an infiltration system. Conversion of this reveals an infiltration rate of approximately 0.1417 inchesihour. Please see the attached Laboratory Test Results. This report has been prepared for the exclusive use of G.L. Wilson Building Company and their agents for specific application to the referenced property, in accordance with generally accepted concrete and foundation engineering practices. No warranties, expressed or implied, are intended or made. The conclusions and recommendations presented in this report are based on the specific laboratory testing, visual observations, and field testing performed as part of our P.O. BOX 2616 • 308 15 T11 STREET SE, SUITE 2 • HICKORY, NORTH CAROLINA 28603 TELEPHONE: (828) 578-9972 • FAX: (828) 322-1801 Project Name: SMG Leasing, LLC Location: Statesville, NC Date: July 7, 2017 Project No. 17-066 scope of work and do not reflect variations in subsurface conditions that may exist between test locations or in unexplored portions of the site. In the event changes are made to the proposed construction plans, design or location of the project as described within this report, the conclusions and recommendations provided in this report shall not be considered valid unless CVET is given the opportunity to review the changes, and either verifies or modifies the conclusions and recommendations contained in this report in writing. CVET appreciates the opportunity to provide our engineering services for this project. If you have any questions regarding the contents of this report, or if we can provide additional services for the project, please do not hesitate to contact us. Sincerely, CATAWBA VALLEY ENGINEERING AND TES'T'ING, P.C. ,,, I,t Ito,,' 2 srC)�� y SEAL - 041419 4/v 1171-7 David M. LeGrand Jr., P.E. Managing Partner Attachments: Figure I — Infiltration Test Location Plan Laboratory Test Results �0 CATAWBA VALLEY E NG I N EF f4I NG E. TESTING 0 I08 7171 .0041 .04 1- [AI. 1[l( 171.511 1977 i�S !II 721 1.41 Icil VVV [Y[1 10 Infiltration Test Location Plan SMG Leasing, LLC 142 Sherlock Drive Statesville, NC 28625 DRAWN BY PROJECT NO. DML 17-066 1 DATE SHEET NO. July 7, 2017 FIGURF.I Tested By: CR Checked By: JHQ — Particle Size Distribution Report U.S. SIEVE OPENING IN INCHES U.S STANDARD SIEVE NUMBERS HYDROMETER 61n. 3 1 I 'A 2 I in % in. W8 "411.. In, 010 02a 03D 940 960 0140 til 971311 0 l I i 100 1 1 90 7 10 80 20 70 30 Of !z 60 L 40 m.LU 0 ILL z r".. z 0 LLJ a50 a40 60 En 30 --- 70 20 80 10 90 0 -1100 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % Gravel % Sand % Fines % +3" Coarse Fine Coarse Medium Fine Sill Clay O 0 0 0 2 17 25 56 0 0 2 9 21 31 37 0 0 I 0 4 22 33 41 Source Sample DepIWEIev [ uscs Malenal Date Sampled_ Description --- ------- WA LL I PL _ 868.74 1 I land Au ers ^ 2207-1_J 6/26/17 IVIL Red Sand v SILT 30.3 NV NIP A 867 74 6/26/17 Sm Rqd Siltv SAND 24.3 NV NP hand All 1 2209 1 B 868 74 1 6/26/17 %im I Ked Silty SAND 27.0 NV NP I Client GL Wilson - Catawba Valley II Project SMG Infiltration Engineering & Testing, P.C. Project No. 17066 Figure Hickory, North Carolina Tested By: CR Checked By: JHQ — Tested By: CR Checked By: JHC j Particle Size Distribution Report I U S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER I/I in, 318 in. 7140 G In. 3 in 7 in 'A K #4 710 820 030 640 160 #100 02N 100 0 I �i I ( ( 90 I II 10 i_ 80 70 f —I —30 20 1 S i! i cc m 40 ILL Z 50 LLI2U - r { __ f �— C _ Z, 50 CSI ( > 40 i 60 mi lW 30�—f I 4 - - _ j }- —70 20 i _ l 90 Q 1 I l l! i 1 I I ! I ,Q0 100 10 1 0.1 001 0.001 GRAIN SIZE - mm. %+3 I °% Gravel Coarse Fine °% Sand Coarse Medium Fine °% Fines I Silt _ _ _ Claw_ jj 0 0 — I - 5 I 25 44 25 0— — 0 0 I 0 1 _ _ 2 _ 4 19 47 -— 29 -- 7 77 42 22 Source ! Sample # Depth/Elev. Data Sampled USCS j Material Desc_nplwn _ NM % LL PL_i O _ I Iand Aupers 2213 -9-W63 7-4 6/26117 SM ' Li ht_Brown Siity SAND 26 7 NV NI' j b%26/l7 land Auacrs I,-_ 2214 _ _ _13 862 7a __SM _ Light Brown_Silty SAND__ _____ 1 26.6 NV NP I� I Iand Au crs I 2215 1 D 861.74 1 6/26117 SM Lieltt Brown Siltv SAND 1 22' 9 NV I NP I II Client G1. Wilson Catawba Valley �IPro'ec1 t SMG Inliltration _____ � ! Engineering & Testing, P.C. 11 Protect No. 17066 Fi ure _Hickory, North Carolina Tested By: CR __ _ -- Checked By: JHC_ Tested By: CR -- Checked By: JHC Particle Size Distribution Report U S SIEVE OPENING IN INCHES U,S. STANDARD SIEVE NUMBERS HYDROMETER I'A in. '/. in. 318 In, 61n 3In. 2 In. 1 in, i 0140 10 0 830 940 60 #j00 120 � 100 � I T j i 90 - I I I it - - -{ ' 10 80 � 20 70 - - t - -- i I I - - 30 Z 60 -- I i - 40 m m l LL wt-{ 50 -1 - I — _ j 4 4 50 2 0 W i I i W qp i i I _ ! I 60 N M� 70 30 20 Ir 1 — - �~ — -- I - ( I I 80 1 I ! ~1 so 0 1 i � I ! I 100 I I 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % Gravel % Sand % Fines +3" Coarse Fine Coarse Medium Fine I Silt Clay — 0 0 1 - 4 31- - 43 ----- 4 30 43-�_—_ # 21 ------------------- 23 -- — I - ----- - 0 ; 0 0 0 41 25 Source !land Airs Sample #I 2216 _ Depth/Elev I Sampled USCS Material Descnphon Brown Silty SAND NM °r. I LL 25.7 NV pL— NP _Date B.860.74 612G/17_ SM_ -___ I !unci Auycrs 2217 1--C868.74 B 859.74 1 6/26/17 SM Brown Siltv SAND 29.1 NV NP _ I land Au lers _ 2218 6/26/17 + SM _ Red Siltv SAND 1 24.4 NV NP Client Gl.-wi-son Catawba Valley Pro]ect SMG Infillration - Engineering & Testing, P.C. �Lpr2iq-c—tNq- 17066_ I Figure — Hickory, North Carolina Tested By: CR -- Checked By: JHC Particle Size Distribution Report U.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 1'h in '/. in. 3/8 In. 0140 E 1 m 'F ; 0 i 0 030 0 f 60 0100 Ou 100 1 I 90 --I { --�--- f _ - - 10 80 — _ { ' — �- — _ ' I I - I 20 1 I— 1 -30 LU 6D Z - - I I I - �i - ---r-- - M 40 n z50 LLI'-� LU 40 --- ----1— ` - lT ! i- I- - T� j� i �_I I I I I , 1 — f -I -- I 1 I 1 - + -- — — m 50 n o . 60 m X 30-I I I 1- f --I I i _ _ 70 20 -- 80 10 90 0 ' I 100 too 10 1 0,1 0.01 0.001 5RAIN SIZE - mm. % Gravel %Sand °%Fines % +3" Coarse �= Fine rs Coae — __-- MediumFlne 5f{t � Clay i - — - — 0 I 0 I 0 3 17 45 35 _.--- _ i Sounre Sample # DeplhlElev. Date Sampled USCS Matenal Descnptwn — NM % LL PL _ Iland Augers _ 2219 C 867.74_ 6/26/17 SM _ Red Siltv SAND 26.7! NV Client G1. Wilson Catawba Valley Project SMG Infiltration Engineering & resting, P.C. �Project_No.-17066_( Figure Hickory, North Carolina Tested By: CR Checked By: JHC