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20200430 Ver 1_Shoreline Stabilization_20200327
4 Nf ' State of North Carolina Department of Environment and Natural Resources Division of Water Resources Water Resources M 15A NCAC 02H .0500 - Water Quality Certification, Shoreline Stabilization ENVIRONMENTAL QUALITY FORM: SSGP 02-2017 Shoreline Stabilization Application Form Three copies of the application (including attachments) and the application fee should be sent to: If sending via US Postal Service If sending via delivery service (UPS, FedEx, etc.) Karen Higgins Karen Higgins DWR — 401 & Buffer Permitting Branch DWR — 401 & Buffer Permitting Branch 1617 Mail Service Center 512 N. Salisbury Street Raleigh, NC 27699-1617 Raleigh, NC 27604L- I_A. Applicant Information [15A NCAC 02H .0502(a)] 1. Owner Information Name: I lt% S ��DY F 5�� rj. h D R Mailing Address: Telephone Number: Fax Number: E-mail Address: /ISG'' C17ol7W /Irk 2. Agent/ Contact Person Information A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signed this application form. (A form can be downloaded here: http://www saw usace army mil/Portals/59/docs/regulatory/`regdocs/Permits/SAMPLE AGENT AUTHORIZ ATION FORM.pdf)) 1 1 Name: �l/lM kks Jam` Company Affiliation: 5P fiSSOG/$r6_S Alc_ Mailing Address: %3S 1%1-A /gV& 61,vo Se !-11614rq / e, 2dGo Z Telephone Number: 6W-7 Fax Number: 921- 32,7-4,7411 E-mail Address: ���m �i 5"55dGIe-le-51",x , C�ON'' B. Project Information [15A NCAC 02H .0502(a) & (b)] 1. Attach a vicinity map (i.e. street map) clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. 2. Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing, buildings, retaining walls, docks, impervious surfaces, rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations, and construction access corridors. You may use the diagram provided at the end of this application form. FORM: SSGP 02-2017 Page 1 of 3 3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard stick, shovel handle, etc.) 4. Location of the property (where work is to be conducted)' r County: 64TWBA- Nearest Tow Lake/ river/ ocean adjacent to property:` /G Property size (acres): t ' Vl� Subdivision name or site address (include phase/lot number): L_k� g6ov�S�0- 112-15 Directions to site - please include road names and numbers, landmarks, etc.: 674M (�ca"[&Y- Z_ A1 �7 A, on 39'-A 4VCy2 , 'lYfiq l't 4l Ab ` 44.5 /7&h7 Cj, feria ¢ 5�✓r<f C�s,< Latitude (in decimal degrees) 35.?q31�� Longitude (decimal degrees) ^'5(• 332250 5. Describe the existing land use or condition of the site at the time of this application (residential, undeveloped, etc.): P2e5lc?am�tr►L Vnko'ArLI0p*� Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary); ('/IcT1��7 SU/LtGr SToNbf lQ STvp ��7UrtGr 5#0fa11/Pg— Will work be conducted from land?� From water? ❑ 8. Total amount of impacts below the normal pool lake level / Normal Water Level Permanent impacts (including all A Temporary impacts in square feet: vation, backfill, rip rap, retaining walls, etc.) in square feet: 2 So sF Total amount of impacts above the normal pool lake level / Normal Water Level and 50 feet land -ward rmanent impac�s (including back fill, excavation, rip rap, retaining walls, etc.) in square feet: ✓MI-66 4-.0" x 2%5-1 /Lrp jig? ) l/oQ 5r— Temporary impacts (temporary clearing, construction corridor) in square feet: t�SS Cd2ruquy 3g5o s�- 10. Please describe the vegetation above the normal pool lake level/ Normal Water Level and 50 feet landward to be impacted (number of trees, for instance): 0 7ll s 6,#01a- an OW QE 6Ank 7y Ar 40naybw E &&ILrs /1,1(yi4 eygmoq�w /Qj S7414t , M0%1dw - G "Pr vs t2l4`u67-vti 7VVs£ /lewMvov ,57A.m .35'A,ra .57o, oN_- _-"OpTi 11. Signat re JJ 3 L"f, 41 Zo2 a n / ent's Signature' [15A NCAC 02H .0502(f)] Date 'Agent's signature is valid only if an authorization letter from the owner is provided. FORM: SSGP 02-2017 Page 2 of 4 V4 +0 5 -O IV/��.le'� ,l Q t t� 9 Lake xs�{s--�U-- ¢r r (At �uII Pond/ Normal Water Level) �; PI P � - 1�n xtr C Side View FORM: SSGP 02-2017 Page 4 of 4 12. Please approximately sketch the following information on this plan and provide dimensions for each item: a. All proposed vegetation clearing b. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation c. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation d. Location of any proposed structures such as buildings, retaining walls, docks, etc. e. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation Full Pond Normal Water Leve Shore ine Plan View Lake f (At Full Pond/ NormW. al Water Levelj .. t —- ^ — — — —— dr'4Z3S Io x ?5o ALAS, lx °I Lake - (At Full Pond/Normal Water Loaell Existing Dock' . ...30R■7R .. -- 3hr 150ft Full Pon_0e"f d/ Normal Water Level a%'i:;' :. ull pond/NWL Shoreline 4�.% dhr l5oh Riprap >t rv-,, Ahore full pond/NWL t ft.x 150 ft. additional clearing If necessary Plan View FORM: FORM: 55GP 02-2017 Page 3 of 4 Provide three (3) copies of the application and supporting information (maps, drawings, etc.), as well as the appropriate application fee (see below), to the Division of Water Resources, 401 & Buffer Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applicant Information J,VJ Owner Information: Please provide complete and accurate contact information Agent Information: Per 15A NCAC 02H .0502 , an agent may be given signatory authority for the owner/applicant if a signed and dated copy of an Agent Authorization letter is included with the application. (A sample form may be found at http://www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTHORIZATION FORM.pdf) II. Pro ect Information Vicinity/ Site Map: Some type of site map so that someone unfamiliar with the area can locate your project. A county map or USGS topographic map indicating the project location is usually sufficient. 'Site Plan: A site plan showing the location of the shoreline, location of the impacts to the shoreline and/or lake bottom and the location and any vegetated areas that will be impacted. In most cases the site plans do not have to be professionally prepared. However, if you intend to conduct hydraulic dredging, professionally prepared drawings will likely be required for the spoil structures. See example below. [✓f Photograph of shoreline to be impacted/ disturbed [Z' Description of property (including location information and lat/long coordinates) and existing features on and near the site Description of project and impacts/ disturbance proposed III. Signature Q Per 15A NCAC 02H .0502 , the application shall be considered a "valid application" only if it bears the signature of a responsible officer of the company, municipal official, partner or owner. This signature certifies that the applicant has title to the property, has been authorized by the owner to apply for certification or is a public entity and has the power of eminent domain. IV. A plication Fee r�The application must be accompanied by the appropriate application fee (checks made out to the NC Division of Water Resources). The application fee is as follows (pursuant to G.S. 143-215.3D): ➢ $240.00 for impacts to lake (below normal water level) of less than 1 acre ➢ $570.00 for impacts to lake (below normal water level) of greater or equal to 1 acre INSTRUCTIONS FOR APPLICATION SSGP307980 08-13 & SUPPORTING DOCUMENTATION Page 2 of 3 �Dlvlsion of Water Resources State of North Carolina Department of Environment and Natural Resources Division of Water Resources 15A NCAC 02H .0500 —Water Quality Certification Instructions for Application FORM SSGP 10-2013 (Shoreline Stabilization 401 WQC to accompany USACE GP30, GP79, or GP80) Instructions for Shoreline Stabilization Application When to use this form —This application form should be used to apply for a 401 Water Quality Certification to impact: Description U.S. Army Corps of Engineers (USACE) Permit Federal Energy Regulatory Commission (FERC) regulated lake shore or bottom GP30 Tennessee Valley Authority (TVA) regulated lake shore or bottom GP30 Local government regulated lake shore or bottom GP30 USACE Reservoir owned/regulated lake shore or bottom GP79 Private lake shore or bottom' GP80 When this form should not be used —This application form cannot be used for wetland or stream impacts. This information does not apply to landowners within the twenty coastal counties that are affected by Division of Coastal Management (CAMA) rules. For more information — If you have been advised that you require a 401 Water Quality Certification, and would like more information about: ➢ The application process: http://porta1.ncdenr.org/web/wq/swp/ws/401/certsandpermits ➢ How to download an application form: http://Porta1.ncd6nr.org/web/wq/swp/ws/401/certsandpermits/apply/forms ➢ Application fees: http://portal. ncdenr.org/web/wq/swp/ws/401/certsandPerm its/apply/fees If you are unable to download this information or application, please call (919) 807-6300 to request an application with instructions. Please note — Not all impacts require written authorization from DWR. This may include the construction of docks or boathouses if there is no dredging or filling involved (other than the pilings). For more information, please visit the following website: http•//portal ncdenr org/web/wq/swp/ws/401/certsandpermits/fags#always have to apply How to apply — When submitting an application to DWR, please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions will help facilitate a quicker review time and reduce the amount of requested additional information. INSTRUCTIONS FOR APPLICATION SSGP307980 08-13 & SUPPORTING DOCUMENTATION Page 1 of 3 AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT No. 72 S PLAN NO. PARCEL ID: 37052.c914157 STREET ADDRESS: 42 ('ob ` t' ST W NV N I (,6A-f ► & MeO I Please print: Property Owner: N►Y 10 P IMPIQ1 UY Property Ovvner; The undersigned, registered property owners of the above noted property, do hereby authorize jlmnt 1)vSTc► of J VJ ASSoq'122 Itir, (Contractor /Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property a-�ove): Telephone:.849 - 'M L127 We hereby certify the above information submitted In this application is true and accurate to the best of our knowledge. %Z' , Authorized Signature Date: 3/' V/Z o Authorized Signature Date: �_L'' 3/13/2020 Hickory, NC to 4260 4th Street Ln NW, Hickory, NC, 28601-8034 Directions - MapQuest YOUR TRIP TO: =CDQJ3 G' 4260 4th Street Ln NW, Hickory, NC, 28601-8034 11 MIN 1 5.0 MI %� Est. fuel cost: $0.41 Trip time based on traffic conditions as of 2:18 PM on March 13, Print a full health report of your car with HUM 2020. Current Traffic: Moderate Q9 vehicle diagnostics (800) 906-2501 1. Start out going north on S NC 127 Hwy/NC-127 toward 1st Ave. Continue to follow NC-127. Then 3.91 miles 3.91 total miles 2. Turn left onto 39th Avenue Dr. I 39th Avenue Dr is just past 38th Ave. If you reach 39th Avenue Ct you've gone a little too far. Then 0.50 miles T 3. Stay straight to go onto 4th Street Ct. Then 0.07 miles 4. Take the 1st left onto 4th Street Ln. If you reach the end of 4th Street Ct you've gone about 0.2 miles too far. Then 0.50 miles {;� y 5. 4260 4th Street Ln NW, Hickory, NC 28601-8034, 4260 4TH STREET LN NW. " Your destination is 0.2 miles past 41st Ave. Your destination is at the end of 4th Street Ln. M Save to My Maps 4.41 total miles 4.49 total miles 4.98 total miles Use of directions and maps is subject to our Terms of Use. We don't guarantee accuracy, route conditions or usability. You assume all risk of use. https://www.mapquest.cc mid irections/list/1 /us/nc/hickory/to/us/nc/hickory/28601-8034/4260-4th-street-In-nw-35.793603,-81.330524 1 /2 3/13/2020 Hickory, NC to 4260 4th Street Ln NW, Hickory, NC, 28601-8034 Directions - MapQuest • BETHILEHFi Nor[hlakes J ig-viev 700 t sc Ave SW v� ? 327 44 438-A 5 HICKORY ST. STEPHENS C https://www.mapquest.com/directions/list/1/us/nc/hickory/to/us/nc/hickory/2860l-8034/4260-4th-street-In-nw-35.793603,-81.330524 2/2 i 0 F \ tr. l� 4. t J.A w MISIFF --' Iva, kV F"s A lip l No ml;A 4f Ilk lK -777;Cti- , '� I(� �t;`f�1�t1 �)�1�1��� - � r jr1,r'• fy'�,�n.Y .�i� -� . � �--'�►•r � `. '� f, . , yt.'� '�y�'4� �^tea � `.•- E OW � ,� • � - � - , 1. •r'!-.� . ,. _x -�; 4��—+�,r1C"1's.ii+t►.r ��4',� �'_ �` aOP �� v �.�' � "� ems.. - �i `�-�e ` ,�'ti.,� '�;'�� - � — � '�;�►�-vim _ - t%.► ., y, Y _ - l ��.. e . +^- LL. r1f y NV •� "; f �j,• '?C'r �L � ` ,,��� � �� •a�• 't , may,:-•¢•�5� � �'� -�, ,�(1�� �� � ' „!�� � a i • �f ti-ll`',Ii �Y:{y ;f 1 r,.. -' 3� ! t �'r+h `����,•+I �I• �K _ � BSc , eM l �� � � } ¢ • �+� �'ri�� '�` �'�t c + ,�� v� yyj3d� � �,�, �,� b 1Nary • ` ► yt w. ry o T. },.. L t �` Y _ k til"..ii'i. � !S7,R h•-� i�l��j��o �Y � � �i}` �' ��,.�. Wli�� ''�5� Er yy / tee. 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S*m 4,- n, ,1 r I �Y r,y �4 s�+-j -3"' ' ,�1k l �.r�.'�i 1��11]� !r �, A • t IN � A to It r �r ,r1. .. •. ,. r�\ fi, rw 1J.:,•d' �;✓k.l. %I°� � '��R �•. +'�. j�rr��Y�;jA. ..�', r1w • �.. � I~ � `� .w;k° !. •t� ',, �� � � / fir! �'-' ".,,r- 'p ✓ ��' Y , '. ,.'I0�! r v;,r` ''.l �` I„ �1 rV�V. }, ✓, fir... 10 •t.. t ,ri! r'. �f .fir , � . � '.! * � ,r{: �� • , � at k•R�( .,r � �^ 1 �,1 `�` l ��I � jw° �a . •, ,. ,r ��. A':'.�, .rrr , � , a', , ,III♦ A -6m_. „�•e`ab9:9�r - V 'Sr 1t� _� v' 1 16 W6 - Tr, :71 M41V -110 N" RM 4 LQOPBACK CONNECTIONS SEE DETAIL ON SHEET U-2. H EADWORKS ASSY. SEE DETAILS ON U-2 PROP. 1,500 GALLON TOP SEAM PUMP TANK WITH RISERS TO GRADE EX. SOIL BORINGS BY PAUL PENNINGER, LSS, STEVE PRICE, LSS & CATAWBA CO. HEALTH DEPT. (2) 1.25-IN. SUPPLY LINE & (1) 1-IN. RETURN LINE AREA FOR PROPOSED SUBSURFACE DRIP DRAINFIELD PER PAUL PENNINGER, LSS, STEVE PRICE, LSS & CATAWBA COUNTY HEALTH DEPARTMENT. CONTRACTOR SHALL INSTALL PROP. ORENCO o I,:' nlAmclt;v �F wgLL DRIP LINES 2 FT ON CENTER MIN. & 6-IN BGS. ADVANTEX AX-25RT 93s, cQ�,r �' y SEE SHEET U-2 FOR DETAILS TREATMENT UNIT V PROP. 1,500 GALLON _ __� _�- - _= �-` 63'04,05„ 223•�� __ _ CREATE DIVERSION BERM TO DIVERT TOP SEAM SEPTIC TANK N - - - -_-- ---- __ - -- - f' r�2„ FLOW FROM EX. PIPES TO BELOW WITH RISERS TO GRADE �, ._._.' --- `" --• ,- " ---;"� _'-- __ -- -- __-�.� ---'--- �=-�- -� A=; �_ R�g�R ylck ," - r - - _ - - __-- ±� - �, IELD AREA. MOVE AS CLOSE VJe"a \. r — — — — �1r r - - - J ✓y _ _ DRAINF Y� ���, _ 70TO PROPERTY LINE AS POSSIBLE. P14."% coVIA 9��M 7A, ST _- 0LF ( . .y p,,3, ,'`, / /'✓�i' r'+(�f 5 JU v ./ r r' r r r .. i r r '/ r/"'."'•^'""�` �"•' ' — _ _. — ._ __ -•. _ 7S LF , 7• /• >J \ ! . � // '' • r` ,'' ./ '` "`i."• ,,,5? � ""''' ' '' ,.. "r' / •''-'/ i•^ -- --- 75LF --- "__--- � p/ �� � � � - • / ! / ' /' '"' —_•'-• "n "'" ' / 'ter' / -'r' ° .' � _ 1 j 50, Wit/ '�\`O !/I %• �/ !! !! !/ i /'/' ,r'/'" � �' - / / '/', '/ i' /'' i''•' "{ /' i''/ -. j l{j/\,! ! / � /' % F+.►! .,! !.' .^' / r r r r r r r / r /! r � 64 LF - a � (/� r,^, i1.1 2 7�2:• i // / !!/ ,// !/! // f! pf1 ' r / '• / / / " j _ 62LF-A CeS 60 LF Yit' OP _. r ��t Dl_------__— -� E VALVE & CLEANO 1T pi __ - AIR RELEASE c T ------------- SEE DETAIL ON SHEET U-2 J T�L�p J -- .:-} �'•.'.:. C I �,rp _______--, :• oNcREr p i + ,/ ,4CJ1 r j / ! r /r / r� i ! ; / �;r ,! !f' •./: °. - ,!• r" • • •.: •j•; `,;` .•-- � , /f ,r r! !! 'J 4 .:a °/ I r59 fr + j J I icD ai Eb torus t5A-01` ��ee q k ti l�k �R Y 9 E/A 2„ pjplc- PROP. CONTROL PANEL LOCATION ON SIDE OF NEW RESIDENCE 4Ak� N/C/"o Y , 1 1 1 \ ; } + i , , 1 ! , ' J d•'. L ' • t i . > •�t + � 1 a . • . ,r . � :. ' : . • -. - l/�"O '\ •.' :. i . : ' J ! . � .!. • "'---....,,-, 1 ! l a l • a' 1 • d S• - i,' •.' - !. \ C" ' 'S'.•:.: -,•-'.:.'.1 :.':�',�,•.'.:.t- ••. l�•-....., t: s i 4 1 J t \ 1. 1A. \ t a •'�• A N \ e • 't � J. . r6' t \ : t \ \ 1 t \ r 1 }• k \ \ 1 1 1 \ a° a. } 1 1 r q \ 1 1 \ \ L r t a• 1 1 } i \ O _ \ i 1 1 1 ♦ \• \ \ 1 1 \ \ \ l � t `r\ 1 L v •4\w Dps. •�� �...: '•,rti`•' \ t � � � + I' • ' ' LANC Al' FIR S 69°49 30 W 195.53 , � 1 - kE�1N R p�4T��?��2i Rk REPAIR AREA TO REMAIN UNDISTURBED. ENGINEER RECOMMENDS INSTALLING ORANGE BARRICADE FENCING AROUND PERIMETER OF PRIMARY AND REPAIR AREAS UNTIL SITE WORK IS COMPLETED. Know what's below. Call before you dig. GRAPHIC SCALE 0 10 20 _ 40 1 inch = 20 feet PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES, P.A. Owner: on LAKE HICKORY SITE O w 41at 2 c� 0 3gth A�111� VICINITY MAP NO SCALE BOUNDARY SURVEY PROVIDED BY: FOX SURVEYING COMPANY 770 NC HWY 16 S I PO BOX 637 TAYLORSVILLE, NC 28681 PHONE: (828) 635-1902 TOPOGRAPHIC SURVEY PROVIDED BY: MILLER SURVEYING, INC. 328 FOURTH STREET S.W. HICKORY, NC 28602 PHONE: (828) 322-4013 DESIGN FLOW (TOTAL): 600 GID LTAR: 0.15 GID/SF (GEOFLOW DRIP) REPAIR LTAR: 0. IS G/D/SF SEPTIC TANK SIZE: 1,500 GALLON (BAFFLED) EFFLUENT FILTER: OSI MODEL FTPSO436-28-NC ADVANCED TREATMENT: ORENCO ADVANTEX AX-25RT RECIRCULATION PUMP: ORENCO MODEL PF300512 TREATMENT STANDARD: TS41 DISINFECTION METHOD: ORENCO UV-125/31-P PUMP TANK SIZE: 1,500 GALLON FIELD DOSING PUMP: ORENCO MODEL PF201012 SUBSURFACE DISTRIBUTION: SUBSURFACE DRIP NO. OF ZONES: 2 LATERAL LENGTH: Zone 1: 7 Lines -1,000 LF Zone 2: 8 Lines -1000 LF SUPPLY MAIN SIZE: (2)1.254NCH SCH 40 PVC SUPPLY MAIN LENGTH: 135 LF (Zone 1) 180 LF (Zone 2) RETURN MAIN SIZE: (1)14NCH SCH 40 PVC RETURN MAIN LENGTH: 180 LF ZONE 1: 51IL EMITTERS @ 0:53 G/H-=-4.42 G/M ZONE 2: 500 EMITTERS @ 0.53 G/H = 4.42 GIM 9 RUNSIDAY X 2 ZONES X 7.54 MIN X 4.42 G/M = 600 GID NOTES: SOIL EVALUATION PROVIDED BY PAUL PENNINGER, LSS AND STEVE PRICE, LSS & REVIEWED WITH CATAWBA COUNTY HEALTH DEPARTMENT. - REFER TO SHEET U 2 FOR SYSTEM DETAILS & ELEVATIONS. - PRIOR TO ANY CONSTRUCTION, BARRICADE ALL DISPOSAL, AREAS FROM CONSTRUCTION TRAFFIC CLEAR DRAIN FIELD OF ALL DEBRIS, LIMBS, ETC. SURFACES. LIGHTLY HAND SMOOTH ANY IRREGULAR - PRIOR TO INSTALLATION OF LATERALS, ENSURE THAT DISPOSAL AREAS ARE CAPABLE OF SHEDDING RAINWATER AND FREE OF ANY LOW AREAS SEED & MULCH ALL DISTURBED AREAS. MAINTAIN 2' MINIMUM SEPARATION ON ALL DRIP TUBING OBSERVE ALL SETBACKS. AREA IS AVAILABLE FOR SUBSURFACE DRIP REPAIR & SHALL REMAIN UNDISTURBED I NIP, 2 7 2o2o NOTE: WATER TO THE RESIDENCE WILL BE SUPPLIED BY A MUNICIPAL WATER SUPPLY, REFER TO SPECIFICATION PACKAGE FOR MATERIALS SELECTION AND INSTALLATION REQUIREMENTS - REFER TO SHEET U-2 FOR TREATMENT PLAN/PROFILE, INSTALLATION DETAILS & ELEVATIONS Approved: Date of Issuer An z o < 0 M� �No00 4-4 NcdU 2 ^U ,., Q 0 �za � °: • ^^ 00 W A a o°Z S�z P-, c � w Z cLLJ s c.� W D�c ZLJc IIrr-�•��--��11 U W Z c V1'Q z o F---I o U p ra LV -r co o Q N � a4 a '^E--4 L►.i Z C40 z V) z w A W W YJ U CO I� '104 w A C3 W � J t►,t:-j " li r.Hr� REVISIONS BY REV. PER COM MENIM BY CATAMcaHDOtFOM (5/13/19) DMD Date: 8/6/19 Scale: 1 "=20 FT 1 CONTOURS Drawn: ©MD Checked: DLM Project: 2019-06-06-EC Job:2019-06-D6-EC Sheet U --1 A 8/13/19 ot 2 Sheet a Location: