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HomeMy WebLinkAboutB16-1570 000-000-000r� U Permit Pack Joseph W Nock 30 KW Ground Mount BUTTE COUNTY APN: 039-290-036 UUL 2 12 016 DEVELOPMENT SERVICES Address: 01 y- r�if�vd ,►hIco 01VII)IO U � � 1' , Vr � CHICO ELECTRIC PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE_______P-- Com' `-(E7- C] • �J ENERGIZING LIFE TOGETHER 01REC T HIGH PERFORMANCE SOLAR PANELS RE[ PEAK E N E R G"l- Y i .f. .. `. t Y 1 Sr -:.4 SERIF c CD 4 ; r .5 REC • Energy panels are the y. (. 'i• perfect choice for building solar systems that combine long lasting product quality with reliable poweroutput. R4 ti combines �•• •standards• •� • • manufacturing td1produce Fformance solarpahels withrncompromisingqual Y.` PERM DURABLE DESIGN e - k USIMPORT ENERGY PAYBACK �r ` 3 �j REC PEAK, ENERGY Nominal Power -P,,,pp(Wp) - r I ' CO 183 187 189 :......,. . 193 - 197 202 .............. NominalPow erVoItage VMpp(V) .._..._ .......... .......... ,...... ............. .................. 27.7 28.1 28.3 - .......... ................ I ...... ...... ....... ........ 28.5 29.0 29.4 _.........................................:...:..............._.........._.. Nominal Power Current-IMpp(A) ....__...._.....:............................... 6.58 6.64 6.68 I. ............ ...,....... 6.77 6.81 6.90 All measurements in inches ............... ...... ......................................... ................... 34.4 34.7 35.0 ...................._............... ,..... 35.3 35.7 36.0 �,i•' , ............ ..:.................... 7.21 7.24 . 7.30 ........................._.................I.............,......._....................................................._........._...:....,..,.. ......... _..._...._.......... _. Nominal operating cell temperature NOCT (800 W/m2, AM 1.5, windspeed 1 m/s, ambient temperature 20°C). Connectors: Multi -Contact MC4 (4 mm2) Origin: Made in Singapore ELECTRICAL DATA ,•E REC24SPE REC25OPE REC25SPE REC26OPE Nominal Power-P,,,pp(Wp) 240 245 250 255 260 265 Watt Class Sorting -(W) ................... ........................................ ............................ 0/+5 ........ 0/+5 0/+5. 0/+5 .. 0/+5 0/+5 Nominal PowerVoltage-VMpp(V) 29.7 ......_.... ,.... 30.1 ....__:.......... 30.2 130.5 , ........... .._t..,. 30.7 .......... . 30.9 _ ... -_ ... .. ,.. , ,-.,.,... _ . NominalPowerCurrent IMpp(A) 8.17 8.23 ,- .. 8.30 8.42 " . B.50 ........ 8.58 Open CircuitVoltage-Voc(V) 36.8 37.1 37.4 37.6 ` 37.8 3B.1 _.............._........_...................................... Short Circuit Current ,Isc(A) ...................... ... ................... 8.75 ........... 8.80 ...,........., ......o..... ..... ,..........,............. 8.86 8.95 9.01, ........... ,. +. 9.08 Panel Efficiency(1/0) 14.5 14.8 15.1 15.5 15 8 16.1 Analysed data demonstrates that 99.7% of panels produced have current and voltage tolerance of t3%from nominal values. Values at standard test conditions STC (airmass AM 1.5, irradiance 1000 W/m2, cell temperature 25°C). At low irradiance of 200 W/m2 (AM 1.5 and cell temperature 25°C) at least 96% of the STC panel efficiency will be achieved. Nominal Power -P,,,pp(Wp) - r I ' CO 183 187 189 :......,. . 193 - 197 202 .............. NominalPow erVoItage VMpp(V) .._..._ .......... .......... ,...... ............. .................. 27.7 28.1 28.3 - .......... ................ I ...... ...... ....... ........ 28.5 29.0 29.4 _.........................................:...:..............._.........._.. Nominal Power Current-IMpp(A) ....__...._.....:............................... 6.58 6.64 6.68 I. ............ ...,....... 6.77 6.81 6.90 Open Circuit Voltage-Vac(V) ............... ...... ......................................... ................... 34.4 34.7 35.0 ...................._............... ,..... 35.3 35.7 36.0 .. ..... (.V..: -. .._....... ShortCircuitCurrent-I A) .... _... _.......... ....,_..,._...._.................�..�......__.a.. 7.03 . 7.08 7.12 ............ ..:.................... 7.21 7.24 . 7.30 ........................._.................I.............,......._....................................................._........._...:....,..,.. ......... _..._...._.......... _. Nominal operating cell temperature NOCT (800 W/m2, AM 1.5, windspeed 1 m/s, ambient temperature 20°C). Connectors: Multi -Contact MC4 (4 mm2) Origin: 10 year produlinear owewarranty. p �L us � [�,�,,,,,;= 25 year linear power output warranty LISTED (max. degression in performance of 0.7%p.a.). IEC 61215, IEC 61730 & UL 1703: IEC 62716 (Ammonia Resistance) IEC 61701 (Salt Mist- severity levels l &6), IEC 60068-2-68 (Blowing Sand). UL 1703 Fire Classification Type 1 p EFFICIENCY IQ YEAR PRODUCT WARRANTY �y� YEAR LINEAR POWER 25 OUTPUT WARRANTY DUTY*�R US IMPORT DUTY FREE FF Nominal, Operating Cell Temperature(NOCT) 45.7°C(±2°C) Temperature Coefficient of PMpp -0.40 %/°C Temperature Coefficient of Voc -0.27 %/°C Temperature Coefficient of Isc 0.024%/"C Cell Type: 60 REC PE multi -crystalline 3 strings of 20 cells with bypass diodes Glass: 1/8" mm solar glass with anti -reflection surface treatment Back Sheet: Double layer highly resistant polyester Frame: Anodized aluminum (silt' Junction Box: IP67 r' 4 mm2 solar cable, 35" Connectors: Multi -Contact MC4 (4 mm2) Origin: Made in Singapore Operational Temperature: Maximum System Voltage: Design Load': Max Series Fuse Rating: Max Reverse Current: -40...+85'C 600 V 75.2 Ibs/ft2 (3600 Pa) 33.4 Ibs/ft2 (1600 Pa) *Refer to installation manual 15A 15A MECHANICALDATA Dimensions: 651/2x39x11/2in Area: 173/4 ft2 Weight: 391/21bs 'Note! All given specifications are subject to change z without notice at any time. s REC is aleadingglobalprovider ofsolar energysolutions. With more than 15 years of experience, we offer sustainable, high performing products, services and investments for the solar industry. Together with our partners, we create value by providing solutions that better meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange (ticker: RECSOL).. Our 1,600 employees worldwide generated revenues of USD 647 million in 2013. Q REC ,www.recgroup.com S M W UIQ .� . &U & Design flexibility System efficieniy • Enhan'c�d i6fety • Ft�ure-prvof I ' • 1000 V DC or 600 V DC • 98% CK, 98.59E Peak Integrated DC AFCI t Cluster Controller, WebConnect/ • Two independent DC inputs • 1000Y DC increases system Mooting system with allapole Speedwire • sensitiveground 6ult protection Bidirectional Ethernet communications 15 * to 90 mounting angle range efficiency Detacliable'DC Connection Unit' • OptiTrac advanced MPFT Re�erse polarit' Connection y indicator Comp. ete grid manageinent res 7 0 Opti7 MPPT -ATity to satisfy hftre utility requirements MCIG.10601 Peak SUNNY TRIPOWER I 200OTL US 15000TL-US 2000OTL-US 24000TL-US ultimate he '. solution f' for decentralized PV plants jSMA's new Sunny.Tripower TL -US is raising the'level of performance for decentralized commercial PV plants. This three-phase I o, transformerless inverter is UL listed for up t6'1 000 V DC maximum system voltage and has peak efficiency above 98 percent, •'''while OptiTr 8 C Global Peak minimizes the effects of shade for maximum energy production. The Sunny Tripower delivers a 4 1 f6ture-proof solution with full grid -nionagement, and communications and monitoring features. The Sunny Tripower is also equipped with all -pole ground fault protection and integrated AFCI f6r a safe, reliable s6lution. It offers unmatched flexibility I ©ENGINEERED with a wide input voltage range and two independent MPP trackers. Suitable for both 600.V DC and 1,000 V DC applica' -"INGERMANY tions, the Sunny Tri6ower allows for flexible des'ign -and a lower levelized cost of energy. ASSEMBLEDSM,� IN THE USA= SUNNY TRIPOWER I 2000TbU'S 15000TL-US-/-20000TL-US /,24000TL-Us 7 S M W UIQ .� . &U & Design flexibility System efficieniy • Enhan'c�d i6fety • Ft�ure-prvof I ' • 1000 V DC or 600 V DC • 98% CK, 98.59E Peak Integrated DC AFCI t Cluster Controller, WebConnect/ • Two independent DC inputs • 1000Y DC increases system Mooting system with allapole Speedwire • sensitiveground 6ult protection Bidirectional Ethernet communications 15 * to 90 mounting angle range efficiency Detacliable'DC Connection Unit' • OptiTrac advanced MPFT Re�erse polarit' Connection y indicator Comp. ete grid manageinent res 7 0 Opti7 MPPT -ATity to satisfy hftre utility requirements MCIG.10601 Peak SUNNY TRIPOWER I 200OTL US 15000TL-US 2000OTL-US 24000TL-US ultimate he '. solution f' for decentralized PV plants jSMA's new Sunny.Tripower TL -US is raising the'level of performance for decentralized commercial PV plants. This three-phase I o, transformerless inverter is UL listed for up t6'1 000 V DC maximum system voltage and has peak efficiency above 98 percent, •'''while OptiTr 8 C Global Peak minimizes the effects of shade for maximum energy production. The Sunny Tripower delivers a 4 1 f6ture-proof solution with full grid -nionagement, and communications and monitoring features. The Sunny Tripower is also equipped with all -pole ground fault protection and integrated AFCI f6r a safe, reliable s6lution. It offers unmatched flexibility I ©ENGINEERED with a wide input voltage range and two independent MPP trackers. Suitable for both 600.V DC and 1,000 V DC applica' -"INGERMANY tions, the Sunny Tri6ower allows for flexible des'ign -and a lower levelized cost of energy. ASSEMBLEDSM,� IN THE USA= THE TOTAL PACKAGE The Sunny Tripower TL -US is engineered to optimize design, production, and reliability— reducing a project's levelized cost of energy and improving its financial returns. Unmatched flexibility Available in four power classes, the Sunny Tripower TL -US features a wide operating window, two MPP trackers, and 600 V DC or 1,000 V DC operation, making it ideal for any decentralized project. System engineering is made simple and repeatable, resulting in a shortened design cycle. Easy to transport and install, the Sunny Tripower can be mounted in a variety of ways from vertical to nearly horizontal. Concrete pads usually required by central inverters are unnecessary, preserving site real estate. Enhanced power production Leading efficiency and SMA's proprietary OptiTrac Global Peak MPP tracking means owners benefit from superior power production and improved economics. When operated at 1,000 V DC, balance of system costs can also be significantly reduced. The Sunny Tripower TL -US also features advanced diagnostics, including a reverse polarity indicator via the Connection Unit 1000 -US. Future proof The Sunny Tripower TL -US includes a number of technologies designed to meet tomorrow's requirements. Full grid management functionality is available, as are cutting edge communication options like SMA's Cluster Controller and Speedwire. SMA Service can also simplify long-term planning with comprehensive packages covering inverters through plant -wide operations and maintenance (O&M). And, as a decentralized technology, inverter - level O&M is reduced from the beginning compared to centralized architecture. Optimized cost The Sunny Tripower TL -US allows integrators to optimally use real estate, shorten design and installation time, and produce more power. Inverter -level O&M is reduced through string technology and long-term support is made simple through SMA's service organization, making the Sunny Tripower TL -US the ultimate solution for decentralized PV. Technical data Sunny Tripower ' Sunny Tripower Sunny Tripower Sunny Tripower ,.: 12000TL•US 15000TLU5 200007E -US 240007E -US �.. Input (DC) Max. recommended -PV power (@ module STC) i 15000 W _ 18750 W, 25000 W 3.0000 W Max. DC voltage'__ _ - _ 1000V 1000 V __ - 1000 V 1000 V Rated MPPT voltage range 300 V ..800 V 300 V,..800 V 380 V...800 V 450 V ..800 V MPPT operating voltage range_ _ _. - -; _ I- v,..1000 V '' 150 V_.1000 V _ J', 150 V...1000 V 150 V..1000 V Min. DC voltage /start voltage150 V / 188V 150 V / 188 V - I ; 150 V / 188 V 188 v Number of MPP tracker inputs ; 2 2 _ Max, input current/.per_MPP tracker input _ _ _ _ _ -__ -__ 66 A / 33 A _ - - _ :, 664/33A _- j 66 A / 33 A_ 66A/33A Output (AC) AC nominal power _ . _- --- 12000 W 15000 W 20000 W 24000 W _ Max_ACapparent - .wer _ po—_ 12000 VA 15000 VA - - , ` 20000 VA 24000VA_ Output phases-/ line connections 3 / 3 -N -PE _ Nominal AC voltage 480 / 277 V WYE 244 V...305 V Rated AC gn--freguen_ty_ - - _ AC grid" frequency /range_ 50 Hz 60 Hz [-44 Hz...05 Hz Max output current_ 14.4 A 18 A 24 A 29A Power factor at rated power /adjustable displacement 1 / 0.8 leading .0.8 lagging Efficiency Max. efficren - -ry._ --- - --08-2-i.---98.2-%- _ 1 98.5 / 98 5 % 1 CECefficiency. - - L.- 975% _';_ 975% 97.5/ 980/ Protection devices -- DC reverse polarity protection __ 4111 " - • - • _ Ground fault monitoring / Gridmonitoring - - — - • _ • • - • - i All pole sensitive residual current monitoring unit -_- -:- _ : •_ -• j - -DC AFCI compliant to UL 16998 -- _ - : -. _ • _ ; _! • _ AC short circuit protection _ • • • • Protection class/ overv0tage category _ _ _ J - _ - - J ! _._ 1/ IV 1Y General data r Dimensions W H D in mm in -Packing dimens ons f W / H / 0) in mm (in)_ _-- --_ -"_ Y _ 780 / 790 / 380_(30 7 / 31.1 /_l0 j •i Vyeigft r (12 Packin -- 9 weight 9-- 615k8 ,1bs) _- .k9 (_134 _5-._) - - - - _ - -- ! _ _ Operating temperature range_ _ 25°C...+60 C__ _ Noise emission (typical) 51 dB(A) L_ _ Internal consumption at night _ I (--_" To ala -p_ 9Y __ __, -_ _ -W -- - - -- Transformer less _ - - -_ Cooling concept _ -" OptiCool Electronics P rotection rating - E__.. _ I _ _ _ _ _ NEMA 3R I Features Display / LED indicators (Status / Fault /_Communication) - / • _ _/ _ / • - - _ . - ._/ . _ _ - Interfaces_Speedwire / RS485 , _/O_/O -- - - -•/O •/O __ Mounting Angle Ronge _ _ _ _ 15o ... 90o 15 ...90 _ j • -I5',..90---_15 ' 90° Warranty: 10/15-/20years -_=`- -- ------------ - _-_�- .__ ALO/O ;'_ �/O/O ._.I 0/0/0 -._-- 1 --•/O/O- -- Certifications gnd_gpprovals (pending)_ - - - _ _UL 1741, UL 1998, UL 16998, IEEE 1547, FCC Pad 15 (C1assA& B) CAN/CSAC22.2 107.1-1 - - -- NOTE: US inverters shipwith gray Ilds - _ Suitable for 600 V DC max. systems ^-_-- a_ _ Type designation — %STP 120007E US -10 ; ,STP 150007E .6s:1 0 t' STP 20000TL US-10STP 240007E US 10 Accessories ----------- ----------- r-----------I ERicienry curve SUNNYTRIPOWER 24000TL•US �- 96 i 86 1 /-.......... ....... ............................................ ,.: tt , �. t so V -M STT M — Eta (V„ - 700 VI ' _.._ Eta iV,. -800 V1- RS485 interface SMA Cluster Controller DM485CB.U&I0 CLCON-10 0.0 0.2 0.4 0.6 0.8 1.0 1i m i -------------------Output power/Rated powerP --------------------------------- it • Standard features O Optional features - Not available Data at nominal conditions CONNECTION UNIT 1000 -US y 41 The Connection Unit is an optional system component of the Sunny Tripower TL -US series and includes combiner box and � k. MW disconnect functionality in one convenient housing. Its integrated reverse polarity {y1 indicator supports safe installation. Technical data Connection Unit 1000V (DC) �--�Input L,n1ax. DCyoltogeI ==!000vi^'�� Number of input source circuits (strings) f 8 (4 ± 4)w^ Input conductor size - - - WI 2to #6 A_WG-17 r =Max. fuse size _ - i i20 A�1 ; Output (DC) =Output circuits — �1�2'�'�aF�) Output conductor size12 to #2 AWG =Max, rated continuous current /, per output circuit' �66 A/, 33 -A---= Protection devices Q CTouchsafe fuse holders Reverse polarity indicator Ir t Load -break rated ouputdisconnect General data E Dimensions (W / H / D) in mm (in) . -' _- 500./380%140 (19,7/.15.0/3S):1 o Packing dimensions (W/, H [ D) in mm (in) 'L520 /420 /200 (20.5 /_16S / 7,9) [Weight L 5 5 kg X12 1-bs)� e Packing ww iigM �` 6 0 kg (13 Ibs) g =Protection —rating NEMA 3R __ _ �i Features =Certificates and permits spending): 177 1L e f • Standa'rd features ®O,Op)ional features Not avail'a_ble Type desianotion �CU 1000 6S10 Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC .17op-Down"'PV M66ntlng System for Ground Applications 'erred low cost and easiest to install ground mount system kW to projects • mount system shipsfrom . • - stock BUILDINGop-N-Lock rail insert drops in and locks ProSolar -ails in place BUTTE COUNTY of ProSolar's proven design • and tested for easy permitting �r ,ng required j•. " �� r `.���+5 > . ,�f�j`�`IS '• y � • v . 'J ., fir' r • ':� t } ln ►�.: ,. +- j .,•''�/ " _•.i,,. mow; L r, h • .� * _ - , -1 .-professional ` fi' { �J TVA , J . .` :� 'X�j~�A .w.r � �'. �•, ri 1M 'S/. 41 �,� _ _ • • . t.. ` , j _ L *��' ''[f 1�'N „fit, '.„[ 1 SOLAR i . � NC rr v ± I� �r�.�SL►�` 1 � r� - . ' �a it.����'• 9iih iZ—`J • •• � y+ Y F y+vJe v�,1y� r1'S':'�-1.� �.,'�Rf t•1'^i.y:.. �,it•�",+1 yL '���:�37`,� � : R . Y; t+� j:�Y'� 11L:!., ���%`/ <{�`y�,C `••,'��^�-'i`�2[ 'td. '�tr���.�5' +i,"�� �_'"�;''`f�s (""'• � _ C .ff�."v.L'+5.. ..7-. t �Yif!�:�..1'v v'•�, •i2r��•I'•.�i�'1. 7�J'r;i.i-1�ii at'..'� :�., l.µ{,'i',id.0/y_.`"jyr�•' i,+.!5"�._._�'1`« Distance depends j . 42' on tM angle (see angle chart) Assemble_ re -usable grade stakes (ProSolar metal grade stake kit shown). Recommend 2"x 4" vertical support. ODig footings. Use 1h", drill bit and .9/16" socket to attach grade Lateral (left to right) footing spans stake'kit to 2" x 4". Attach 1" x 4" wooden horizontal listed on page 4 (bottom). Front to support using 3-1/2" (min.) C -clamps. Grade stake kit rear footing spans listed in angle includes: 24" threaded metal stake, aluminum spacer charts on page 4 (top). Refer to block, bolt and washer. engineering reports for footing specs. O3 Place horizontal 1-1/2" schedule 40 galvanized water pipe with slip-on Hollaender® Tees..Adjust C -clamps i as necessary to level pipe. ,l- 0 4 Measure vertical pipe lengths, allowing 2" (min.) from bottom of footing to avoid pipe contact with moisture. n Insert vertical pipes into tees and fasten lower te• set screw. Center pipes in footings by sliding left or right. Pour or pump mixed concrete into footings. see Below _.. _ II" 12'� -... ,.., 3' MIn Distance depends j . 42' on tM angle (see angle chart) Assemble_ re -usable grade stakes (ProSolar metal grade stake kit shown). Recommend 2"x 4" vertical support. ODig footings. Use 1h", drill bit and .9/16" socket to attach grade Lateral (left to right) footing spans stake'kit to 2" x 4". Attach 1" x 4" wooden horizontal listed on page 4 (bottom). Front to support using 3-1/2" (min.) C -clamps. Grade stake kit rear footing spans listed in angle includes: 24" threaded metal stake, aluminum spacer charts on page 4 (top). Refer to block, bolt and washer. engineering reports for footing specs. O3 Place horizontal 1-1/2" schedule 40 galvanized water pipe with slip-on Hollaender® Tees..Adjust C -clamps i as necessary to level pipe. ,l- 0 4 Measure vertical pipe lengths, allowing 2" (min.) from bottom of footing to avoid pipe contact with moisture. n Insert vertical pipes into tees and fasten lower te• set screw. Center pipes in footings by sliding left or right. Pour or pump mixed concrete into footings. '"Rest rail"on`top of horizontal pipes. Run string level -_------- on - ' on.top or bottom to align tops of support rails. .Fasten rail in place byTusing_GroundTrac® drill -guide 7% Tong top and bottom ofhorizontal pipes., Drill ,. U-bolt•locking,holeiN place. Leave at least one drill guide attached after'&illing to keep rail in place. 6 , . / 2' Min. I � ® tiNi �A GroundTrac@ Drill. Guide Base.and Drill Bit. Install at least one rail every 10' for proper pipe. spacing. Remove grade stakes.. 8 Tighten all tee set screws to 17 ft -lbs with torque wrench. Install remaining rails, evenly tightening _ U -bolt nuts. '" Pre -assemble clamping EZ rail hardware'and Install solar, modules and EZ rail endcaps. endcap Install 1-1/2" plastic pipe endcaps for schedule 40 pipe as _necessary. , OCompleted Installation. 124" x 2-1/2" Support Rail Supports up to (3) 39.5" Wide Modules 39.5" .a 124" and 136" Rail Angle Chart 30° 25° 200 150 ea $A' F�4 0o 84„ . 39.5" 10° 83" 15° 81" 200 79" a 300 73" 10' 8' 9.5" 39.5-- 6' 6' Not snowload rated Front to back footing spacing See Angle Chart See Angle Chart See Angle Chart Pre -slotted rails at: 84" on Center I. 124" 2-1/2^ 84" 136" x 2-1/2" Support Rail Supports up to (4) 32.5" Wide Modules 32.5" f- 124" and 136" Rail Angle Chart 30° 25° 200 150 ea $A' F�4 0o 84„ . 39.5" 10° 83" 15° 81" 200 79" 25° 76" 300 73" 10' 8' I x. _ •164 J Y �.r 108' T 2-1/2" Y. 84' 164" x 3" Support Rail Supports up to (4) 39.5" Wide Modules Array Angle to Rear Footing Distance 124" and 136" Rail Angle Chart 30° 25° 200 150 ea $A' F�4 0o 84„ . 39.5" 10° 83" 15° 81" 200 79" 25° 76" 300 73" 10' 8' Lateral (left to right) footing span (max) 30 Ib/ft2 snowload 6' 6' Not snowload rated Array Angle to Rear Footing Distance 124" and 136" Rail Angle Chart 30° 25° 200 150 ea $A' F�4 0o 84„ . 5° 84" 10° 83" 15° 81" 200 79" 25° 76" 300 73" o Fr.--------------- 73 ------. Ij I jl I--------------- 76 ----•---•—' Iq 30" Max I------------ 79" —.—.—.—.—.—J I�j 60" Max from top I--- —•—------- 81"' ------------- fI �I from top of ooting I--------------- 83" --- -----------I jl of footing --------------- 84' ------------ _�I --------------- 84" ---------------4 Front to Rear Array Footing Angle Distance 0° 108" 5° 108" 10° 106" 15° 104" 20° 101" 124" and 136" Rail Refer to engineering report for footing specs 164" Rail Angle Chart -------------------- 101" ---'---7 -------- - I -------------------- 104" ------------------ J! -------------------- 106" ---- ---------------- i t---------- ------- 108"-------------------- --------------------- --------------- ---- ------------ - 108" ----------- ------- Voi\\7, 164" Rail Refer to engineering report for footing specs GroundTrac@ Rail Sizes 124" x 2-1/2" 136" x 2-1/2" 164" x 3" Number of Modules (3) 39.5" wide modules (4) 32.5" wide modules (4)39 , 5" wide ' moules Lateral (left to right) footing. span (max) non -snow load 10' 10' 8' Lateral (left to right) footing span (max) 30 Ib/ft2 snowload 6' 6' Not snowload rated Front to back footing spacing See Angle Chart See Angle Chart See Angle Chart Pre -slotted rails at: 84" on Center 84" on Center 108" on Center - - Photo muftsy: Aoonafe Air Q eedrtc -,Professional Solar Products (ProSolar) • 1551 S. Rose Ave.; Oxnard, CA 93033 805-486-4700 • www.prosolar.com ®Professional Solar Products, Inc March 2011: Grounffrac@ is a registered trademark and covered under pat.#6,360,491 • • professional 10SOLAR products • T- ffous 9'e Intertek 4007217 U L2703 i No buss bar Green lock washer indicates electrical bond Assembled Self -bonding Mid Clamp With SS Bus Bar Self -bonding Mid Clamp Fastened on Rail (solar module not shown) ProSolar® RoofTrac® Bonding and Grounding Guide (Patent Pending) Applies to GroundTrac® and SolarWedge® mounting systems which utilize the RoofTrac® railklamp design. For RoofTrac® Rail Bonding Splice • Drill 1/2" holes at bottom of rails with 1/2'"l 0 Irwin Unibit® using the rail support as a hole location guide. • Insert 5/16" bolt through support holes and hand thread into thread rail splice insert. Fasten to 15 ft -lbs. For Bonding Module Frame and Clamps to Support Rail • Fasten pre -assembled mid -clamp assembly to module frame, to 15 ft -lbs. Module Frame Design: double wall, aluminum, 1.2"-2.0" tall, 0.059"-0.250" thickness, UL1703 or equivalent tested module. UL467 standard tested bonding equipment for use with Professional Solar Products (ProSolarl) support rail. Bonding of module to RoofTrac® rail via ProSolar® rail channel nut using buss bar. Bonding of RoofTra& rail to RoofTra& rail via ProSolar® UL467 tested universal splice kit (splice insert and splice support). Grounding of RoofTrac® rail via Ilsco SGB -4 rail lug. System to be grounded per National Electrical Code (NEC). See NEC and/or Authority Having Jurisdiction (AHJ) for grounding requirements prior to installation. See final run (racking to ground electrode) grounding equipment installation instructions for specific installation information. COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015: All information contained in this manual is property of Professional Solar Products (PSP). TileTra& is a registered trademark for PSP and is covered under U.S. patent #5,746,029. RoofTra& and FastJack® are registered trademarks for PSP and are covered under U.S. patent #6,360,491. RoofTra& bonding designs patent pending. ProSolar® UL2703 Bonding and Class A Fire Rating Page 1 of 4 professional SOLAR products 0 Can be placed under module to - hide connection if desired ProSolar® RoofTraco Bonding and .Grounding Guide (Patent Pending) Basic Wiring Diagram rounding Connection :O SGB -4 rail ground connection Grounding Lug Grounding Lug s COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015: All information contained in this manual is property of Professional Solar Products (PSP). TileTraO is a registered trademark for PSP and is covered under U.S. patent #5,746,029. Rooffra& and FastJack® are registered trademarks for PSP and are covered under U.S. patent #6,360,491. RoofTrac® bonding designs patent pending. ProSolar® UL2703 Bonding and Class A Fire Rating Page 2 of 4 • r Listing Constructional Data Report,(CDR) 1:0 Reference and Address _ - � � - J Report Number. 100779407LAX-003- Original Issued: 14 -Sep -2012 Revised: 28 -Apr -2015 " Standard(s) UL Subject 2703 -Outline of Investigation Rack Mounting Systems and Clamping. Devices for Flat -Plate Photovoltaic Modules and.Panels. Issue #2:--2012/11/13 Applicant Professional Solar Products, Inc. { Manufacturer Professional Solar Products, Inc. 1551 S. Rose Avenue 'Address'" r ' . Oxnard, CA 93033 -' ` r Address- 1551 S. Rose Avenue t ' Oxnard, CA 93033 Count USA Count USA Contact Stan Ullman r Contact Stan Ullman .r `Phone (805) 486-4700 Phone (805) 486-4700 FAX (805) 486-4799 , FAX (805) 486-4799 ` Email ' ` s u.prosolar.com � • � • Email s@prosolar.com • � - • • .J u . '. +, - a • � i ' 1` .�• ±. .: ,N Y. �e �., i i9 ,. .. , .+ I , .. , v • t. '(' ti .. '1 '.f.J . "I . .J• a • Y• F,. 4 F� , f , . t , •r 01 j _ �',� t .. \r ' ,.• .. .T •. L.. M.L .,� � +r: � w -w � 4Y/. nom- � J ,., � •r •, t f' � t Page_1.of 63 This reportis for the exclusive use of Intertek's Client and, is provided pursuantAo'the agreement between Intertek and its: Client Intertek's responsibility and liability are limited to the terms and conditions of the.agreement. Intertek assumes no liability'to',any party, other, than to the Client in accordance, with,ahe agreement', for any loss; expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first 6e approved in writin b Intertek. The.observations and test results in this re rt.are;"relevant onl'-to the sample tested -This rep a rt b�� itself.does not imply that the ' PP 9 y po y P Po y P Y ' material, product; or service is or has ever been under antntertek certification program. ProSolar® UL 2703 Bonding and Class A Fire Rating Page 3 of 4 Report No. 1007794071AX-003 Professional Solar Products, Inc. Page 2 of 63 Issued: 14 -Sep -2012, Revised: 28 -Apr -2015 2:0 Product Description. escri tion - Product Product Photovoltaic Racking System Brand name ProSolar The product covered by this listing report is a rack mounting system. It is designed to be installed on a roof. It will be secured by means of Fast Jack or Tile Trac attachments, depending on the type of roof it is intended to be installed upon. The Rooftrac mounting system is comprised of support rails and top-down clamping hardware. This device can be used on h most standard construction residential' roof -tops. 1 - This system is in compliance with the mounting, bonding and grounding portions of UL Subject 2703. This system has the following fire class resistance ratings: Class A for Steep Slope Applications when using Type 1 or Type 2, Listed Photovoltaic Modules. Class A for Steep Slope Applications when using Type 2, Listed Photovoltaic Modules with or,without the wind skirt. Class A for Low Slope Applications when using Type 1, Listed Photovoltaic Modules when a minimum of 12" gap between the roof surface and the bottom of the module is maintained. Class A for Low Slope Applications when using Type 2, Listed Photovoltaic Modules when a minimum of 14" gap between the roof surface and the bottom of the module is maintained.. RoofTrac has different types of bonding and grounding, below is a list of them: Bonding of module -to -Roof Trac rail via Weeb PMC Description Bonding of module-to-RoofTrac rail via ProSolar rail channel nut using buss bar Bonding of module -to -Roof Trac rail via Ilsco SGB -4 lugs Bonding of Roof Trac rail -to -Roof Trac rail via Weeb Bonding Jumper -6.7 Bonding of Roof Trac rail -to -Roof Trac rail via Ilsco SGB -4 Lugs Bonding of RoofTrac rail-to-RoofTrac rail via ProSolar UL 467 tested universal splice kit (Splice Insert and Splice Support) Issuance of this report is based on testing to PV module frames with a height of 1 1/4 inch tc 2 inches The grounding of the entire system is intended to be in accordance with the latest edition of the NationalElectrical Code, including NEC 250: Grounding and Bonding, •and NEC 690: Solar - Photovoltaic Systems. Any local electrical codes must be adhered in addition to the national electrical codes. This product investigation was performed only with respect to specific properties, a limited range of hazards, or suitability for use under limited or special conditions. The following risks and other properties of this product have not been evaluated: electric shock, Ultraviolet light exposure. Models RoofTrac Model Similarity. N/A 1 Fuse rating:. 20 A Mechanical Load: 30 PSF Fire Class Resistance Rating: Ratings - Class A for Steep Slope Applications when using Type 1 and Type 2, Listed Photovoltaic Modules. ` Class A for Low Slope Applications when using Type 1 and Type 2, Listed Photovoltaic Modules y - Mechanical load was tested using 60 Cell Canadian Solar Modules model CS6P with 40mm Other Ratings frame height and maximum span of 48 inches using 4 inch and 6 inch TileTrac or FastJack posts with T-1/2 inch tall RoofTrac rail. And maximum span of 72 inches using 4 inch and 6 inch TileTrac or FastJack with 2-1/2 inch tall RoofTrac rail. ProSolar® UL2703 Bonding and Class A Fire Rating Page 4 of 4 b a. • ., . ED 16.3.15( Wan_13) Mandatory �J • U.] ' if 1 '.n Le St 0 , Advancing Renewable Technology `°- WEEBLug The WEEB Lug consists of a WEEB (Washer, Electrical Equipment Bond), lay -in lug, and hardware. It is used with one solid or stranded copper wire (6AWG to 14AWG), or two copper wires (10AWG to 12AWG) to provide a continuous ground on roof or ground mounted solar systems. Unlike traditional lay -in lugs,, the WEEB Lug does not require surface preparation on rail or module to install. The WEEB Lug is installed using a 1/4-20 stainless steel screw which tightens the WEEB, allowing the specialized teeth to embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tight electrical connection. The tin-plated Lug assures minimum contact resistance and protection against corrosion. The copper wire is clamped by a 1/4-28 stainless steel screw, which is horizontal to the tang for easy access when mounted under a.PV module. The low profile of the WEEB Lug allows it to be installed in a variety of positions and comes with hardware to mount it to a rail or through a 1/4 inch clearance hole. Material: 304 stainless steel, tin-plated copper, outdoor rated • Low profile design Multiple equipment ground conductor allowance: One 14 AWG to 6 AWG or two 10 AWG, two 12 AWG • Listed to ANSI/UL 467 by Intertek ETL BUTTE CUOvl-Y BUILDING DIVISION r� Contact us at: 845.247.4708 www.we-lic.com VINCI & ASSOCIATES ' cSlruclur¢/ �inyineers June 14, 2016 Chico Electric 36 W. Eaton Road Chico, CA 95973 Subject: Review of minimum footing requirements :.Project: (118) Module Photovoltaic Ground mount Installation (1 Array) Joseph W Nock Ord Ferry Rd NS., 0.25 MI W/Neplus Rd, Durham, CA 9.5938 _. V&A Project No. 12-3457 ' The purpose of this report is to provide a site'specific analysis of the minimum footing .requirements for thephotovoltaic array, groundtrac installation at Ord Ferry Rd NS., 0.25 MI W/Neplus I in Durham, CA 95938. i Based upon. our review of the 1 Photovoltaic Array, installed 4 modules high and 30 ' modules wide. The PV Array shall have a transverse spacing of approximately 5.58 feet on center and a longitudinal spacing of 8.97 feet maximum. Based upon a wind speed of 100 mph; Exposure C, it was determined that the minimum required footing depth is • 30 inches minimum below grade for the front footing and 36 inches minimum below grade for the rear footing for a 12 inch diameter pier footing. The footing sizes are based upon.the worst case loading.due to horizontal and vertical wind loading. Refer to attached calculations and details for additional information. Our professional: services have been performed using the degree of care and skill ordinarily exercised .under similar circumstances by reputable engineers practicing in this locality. No other warranty, expressed I plied is made. as to the professional options included in this report. We hope t p p p vid s y with the information you need at this time. Please call us ' if you have any e n re ding this report. ' ESS/ Sincerely; �5 R�cwaRo . VINCI . ATES c� No. S4411 o� Exp. 1 2/31 /17 * ,* ' ... J e R inci, S.E. gTFOF E. se No. S-4411 y PERMIT # w �j O . . BUTTE COUNTY DEVELOPMENT SERVICES •' COMPLIANCE D FOR COM . COC7F LIANCE DATE � I J> BYP . 175 E. WILBUR ROAD, STE 103 THOUSAND OAKS; CA . 91360 p 805.496-2100 f 805.496-2442 a vinci@vincise.com DATE: 6/14/2016 VINC1 & ASSOCIATES PROJECT: ,Joseph W Nock cSlruclural Cngineers ' Ord Ferry Rd NS., 0.25 MI W/Neplus5Rd/vILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 Durham, CA 95938 p805.496.2100 • f805.496.2442 • e%dnci@VinciSE.com MIT: Chico Electric SHEET: Al JOB NO.: 12-3457 ENGR.: JRV DESIGN DATA: WIND DESIGN CRITERIA: y BASIC WIND SPEED = 100 mph (ASCE 7-10: Risk Category I per Table 1.5-1 & Figure 26.5-1C) WIND EXPOSURE = C GROUND SNOW LOAD = 0 psf SOLAR MODULE ARRAY DATA' Sloped Dimension of Array = 164 in Angle of Array = 30 degrees Slope of Array: = 6.00 : 12 No. of Modules in Transverse Direction = 4 No. of Modules in Longitudinal Direction = 30 Total No. of Modules in Project = 118 • Transverse Post Spacing = 5.58 ft . Longitudinal Post Spacing _ 8.97 ft Number of supports - Transverse Direction = 2 Diameter of Pier Footing = 12 in ° Number of Arrays = 1 = Array Uniform Load = 2.8 psf SOIL DESIGN CRITERIA (Based upon Chapter 18 of CBC) Allowable Soil Bearing Pressure = 1500 psf Allowable Soil Lateral Bearing = 200 pcf Allowable Shaft Skin Friction/ Cohesion = 130 pcf PROJECT Josephock, ° • PAGE: A2. ' CLIENT Ord Ferry Rd NS 0.25_MI W'/Ne Iws Rtl Durham C DESIGN BY: JR'. ` JOB NO.. 153957 `1+ DATE . 06/14/16 REVIEW BY YUind,Anal srsf --r "0S& -T eturee Solar'Panels ;:Basedon ASCE 7 2U10°' " Pei- w� /. 2013 CBC. INPUT DATA y. Exposure category (B, C or D) = C ' • ` Importance factor, 1.0 only, (Table 1.5-2) IW = 1.00 Basic wind speed (ASCE 7;10 26.5.1) r V = 100' .. mph ' Topographic factor (26.8 a Table 26.8-1) Kr = 1:00' Flat ]slope ' Height of mean roof h = 5- :'; ft ` " -T2 Roof slope. 6:00' 12 j r + Roof length - j L Roof horizontal projected width B = r 1g Oft ft Effective area of component / cladding - A _ 10 ftZ(ptO�e`�eel DESIGN SUMMARY 1. Main Wind -Force Resisting System Max horizontal force / base shear from roof - 1.52 kips,' , + r 0.15 kips (eave & columns increasing) E 4- .1.68 kips: = ' Max vertical download force { = 3.05 kips , Max vertical uplift force = 2.65 kips Max moment at centroid of base from roof - = L 10.65 ft -kips '` t ' + • 1.07 ft -kips (eaJe & columns increasing) ' E 11.72 ft -kips ' 2. Component and Cladding Elements r r{ - Max inward pressure = r 75 psf Max net outward pressure ' ' _ 74 psf. ANALYSIS Velociri pressure qh = 0.00256 KIN Krt Kd V2 = 18.50 psf 3 where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page_ 316) Kh = velocity pressure exposure coefficient evaluated at height, h; (Tab. 28.31, pg 299) _ *0.85 ' Kd = wind directionality factor. (Tab. 26.6-1, for building, page 250) r' ' _ 0.85 h = height of mean roof = 5.00 ft Main Wind -Force Resisting System (Sec. 27.4.3) • s `. F=pAr Y 'where: G = gust effect factor. (Sec. 26.9) - = 0.85 0 = roof angle 4 , ' = 26.57 degree , lA < 45 deg. [Satisfactory] Ar = roof actual area. = 55.9 ftZ, windward • 3, - 55.9 ftZ, leeward CN = net force coefficients: (Fig. 27.4-4, page 267) ! " Check Fig. 27.4-4 limitation h / B = 050 within [0.25 , 1.0] [Satisfactory] ' . " 9 WIND TO BOTTOM, y = 0° 1 WIND TO TOP, y = 180° . CLEAR FLOW OBSTRUCTED CLEAR FLOW OBSTRUCTED CASE, CNW - CNL - ' CNW CML • CNW CNL CNW CNL �• A -1.66 -1.71 -1.50 -1.75 1.92 1.96 - 0.55 , =1.00 26.57 p (psf) -26.14 -26.86 -23.58 -27.58 30.14 30.86 8.71 -15.72 F (kips) -1.46 -1.50 -1.32 -1.54 1.68 1.72 0.49 •-0.88 B -2.45 -0.41 -2.30 -1.01 2.42 0.86 1.46 0.05 P (psf) -38.58 - 6.42 36.16 -15.85 38.00 13.56 22.99 0.85 F (kips) -2.16 0.36 2.02 -0.89 2.12 0.76 1.29 0.05 ' DATE:. 6/14/2016 VINCI & ASSOCIATES -SHEET: A3 y PROJECT: Joseph W Nock 31n1chlral (engineers JOB No.: 09-3457 , • Ord Ferry Rd NS., 0.25 MI W/NU"IFWR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV ' Durham, CA 95938 p 805.496.2100 • 1805.496.2442 • e vinci@VinciSE.com CLIENT:. Chico Electric ' FOOTING DESIGN - PV Sloped Dimension: 164 in T1'PICALARRA'Y"` '� PV Array Angle: 30 degrees Post Spacing: 8.97 ft ' No. of Supports: 2 Footing Diameter (d): 12 in MAXIMUM VERTICAL FORCE: 3.05 k / (10.0 x 10.0) = 30.50 psf x 0.6 = 18.30 psf ' MAXIMUM UPLIFT FORCE: 2.65 k / (10.0 x 10.0 ) = 26.50 psf x 0.6 = "15.90 psf ASD Factor GROUNDTRAC SYSTEM CAST INTO EARTH , Maximum Vertical Load: (Worst Case: DL + Wind) - V ' P = 18.30 psf + 2.8 psf DL + 0 psf snow 21.10 psf P = X21.10 psf x ( 142" /12"/ft) x ( 107.6 /12"/ft) = 2240 • lbs for 2 Supports P = 1120 lbs/footing P P ' Try 12" diameter footing Soil Bearing = 1120 / (p x 0.50) = 1426.6 psf << 1995 psf 1500 psf x 1.33 (CBC Table 1806.2) t Maximum Uplift Load: Therefore O.K. P = 15.90 psf - 2.8 psf DL = 13.10 psf P = 13.099 psf x ( 142 " /12"/ft), x ( 107.6 " /12"/ft) = 1391 lbs for 2 Supports ' P = 695 lbs/footing Try 12" diameter x 30 " footing Allowable uplift = Concrete DL + Soil Cohesion ( 130 psf x 1.33 ) per CBC Table 1806.2 ' [ (1r x (d/2)2) x 150 pcf x 2.5 ft ] + [ (1r x d) x 2.54 ft x 172.9 psf] = 1678 lbs Design Ratio = ( 1,678 lbs / 695 lbs) 1 = 2.4 Therefore O.K. - •t DATE: 6/14/2016 VINCI & ASSOCIATES SHEET: A4 ' PROJECT: Joseph W Nock cSlruclura/ (5nyineers JOB NO.: 09-3457 Ord Ferry Rd NS., 0.25 MI W/Nep0f-FRd-BUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: Durham, CA 95938 p805.496.2100 - f805.496.2442 - evinci@VinciSE.com 1.811 CLIENT: Chico Electric 1.79 164 DESIGN OF PIER FOOTING & POST CHECK FRONT POST T; `WIND ' , Post Spacing: 8.97 ft Number of Columns: 2 Horizontal Load: 10.1 psf Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1807.3.2.1) P d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) GOVERNS >>> DESIGN COLUMN Mcoi = Scoff = »»> USE: P = h = S1 = b = A = (2.34 * P) / (S1 * b)- 113 lbs = 10.1 psf x 9.0 ft x 3 ft / 2 columns 3.08 ft (Average Height) 266 psf/ft x (d/3) (includes 1.33 increase for wind) 12 in (diameter or diagonal of square) Try d = S1 @ (113)d A Calc d 1.54 141 1.811 3.53 1.79 164 1.558 3.20 2.04 187 1.367 2.93 2.29 210 1.218 2.72 2.54 233; 1;.098; 2!;55 2.79 256 1.000 2.40 Ph = 348 ft-Ibs Mcol / Fb = 0.18 in 3 Fb = 0.66 x 35,000 psi ASTM A53, Gr B 1-1/2" Schedule 40 Pipe S = 0.31 in with 12 inch diameter x 30 inch MIN. deep concrete footing. 01 DATE: 6/15/2016 V I N C I & ASSOCIATES SHEET: A5 PROJECT: Joseph W Nock CSIP"Clral 6-yi-ears 'JOB NO.: 09-3457 Ord Ferry Rd NS., 0.25 MI W/NepIU95fRdN1LBUR ROAD, STE 103 - THOUSAND OAKS, CA 91360 ENGR.: JRV Durham, CA 95938 p805.496.2100 f805.496.2442 - evinci@VinciSE.com IbNT: Chico Electric DESIGN OF PIER FOOTING & POST CHECK ,REAR POST Post Spacing: 8.97 ft Number of Columns: 2 183 Horizontal Load: 10.1 psf 3.86 Exposed wind surface 3 ft 206 -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: 3.60 (CBC Section 1807.3.2.1) 229 d = (A/2) (1 + 1 + (4.36h/A) )^.5))' A = (2.34 P) (S1 b) P 252 1.014 3.19 P = 113 lbs = 10.1 psf x 9.0 ft x 3 ft 2 columns. 3'a h = 6.28 ft (Max Height) 0.858 2.89 S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) h b = 12 in (diameter or diagonal of square) d L GOVERNS >>> Try d = S1 @ (113)d A Calc d (ft) (PS0 2 183 1.394 3.86 2.25 206 1.239 3.60 2.5 229 1.116 3.38 2.75 252 1.014 3.19 3'a 3.25 298 0.858 2.89 DESIGN COLUMN MC01 = Ph = 709 ft -lbs Scat. = MC01 Fb = 0.37 in 3 Fb 0.66 x 35,000 psi ASTM A53, Gr B ' »»> USE: 1-1/2" Schedule 40 Pipe S = 0.31 in 3 with 12 inch diameter x 36 inch MIN. deep concrete footing. PLOT PLAN 'A i•' '?4 i�' :' It 1 = 300a -oal �� • � t • • 2865' ; _ u+rw:wrme, muuwum•c num,mvmv.o�ww,.ae�.m.anawmEm�wm.rme<amrr»e,.wa>a•n:a.,u,ow ero,r:m, �.namExmr - _ � - • , ELECTRICAL CONTRACTING, SOLAR`ENERGY &SERVICE DATE: '6/14/16 ! Address: t � : r 'Q 0 0 0 O DRAWN: CW RS PROJECT: 4033 Ord Ferry'Rd. . Chic, CA 95928 , ` =n Nock Orchards SHEET: Office: (530) 891-1933a PROJECDi i6-4650 'As } Fax: (u0)8916749 CA lk j4543450 0 SCALE: Noted f Barn Shop - - rL 1 PLOT Om 0 APN: o39 -z90 -o36-000 0 36W ron Road Chico, CA 95973 w w'chioDel�ect ic.com a ala 4. Y1 t '4 i .}'. .. ,v t •• :ti t,r F '. •r y ., • } ,; „ . . _ (E) Barn 6,000s6ft ` y In Ho (E) House u• se Proposed Solar 1,850sgft Array Location ' i ", 'f. 25 j 100'Shop 1,000sgft r♦' =J.- (E) -Septic/ (E-)DostiWel ' � .�--;- " ,�• r r 4 T '•+'(.E) Leach field {� � .+�., ♦' >„t , .. j N,`~.. , .. t - _ . .. - .i iT •' � t a i ` 5 If ' ij 425' ' * r .> PLOT PLAN 'A i•' '?4 i�' :' It 1 = 300a -oal �� • � t • • _ u+rw:wrme, muuwum•c num,mvmv.o�ww,.ae�.m.anawmEm�wm.rme<amrr»e,.wa>a•n:a.,u,ow ero,r:m, �.namExmr - _ � - • , ELECTRICAL CONTRACTING, SOLAR`ENERGY &SERVICE DATE: '6/14/16 ! Address: t � : r 'Q 0 0 0 O DRAWN: CW RS PROJECT: 4033 Ord Ferry'Rd. . Chic, CA 95928 , ` =n Nock Orchards SHEET: Office: (530) 891-1933a PROJECDi i6-4650 'As } Fax: (u0)8916749 CA lk j4543450 0 SCALE: Noted f Barn Shop - - rL 1 PLOT Om 0 APN: o39 -z90 -o36-000 0 36W ron Road Chico, CA 95973 w w'chioDel�ect ic.com a ala • " ♦ 4 L •I �r • ,{,.. • i - I 2865' M1°f •, • ' •k Y ` Y •.. ,' A iv. Ln C. (E) Barn y 6,000sgft.. Al, f • r t N (E) House Proposed Solar ' 1.850sgft Array Location, . . (E) Shop 100' .r 1,000sgft SS' A _ 25 , �� .. r:; tri • ;' aT .w♦w ,,r. r�( - -Waddles Around E . --'-•--x•w'.. -. E) Septic/-�-.--, Leach field Working Area • (E) Domestic Well ..• ! � y rI�'Y F Y -....,i• ,f ' it F a.y;.: .N4 cyiP« ;• '+ i 61x; 425' �; , . f ♦I,. ' - 1. '♦ _ k � y '. 'Iri s . • • . • ,, r 41 L p .n• � i. 1 k' 'r. - •� z O'SWPPPLAN .• .. • - ••F � �.; � •` 1" = 300'-0" ' , + fit'• `' ''� t f 4 y ' L 4 + ai r _ •' , .. , s, � — .. ; .. - • , .. - On'.nW .lie women muWi.wu•bene,eM m�veuv u'IVhvi.id uro��eeww al Gam Ekvk ui0 may m,Oe Gwb.m.•weememse.Man wb•n.men mismWGem Ekane ♦ r - _ .. - 4 1 T _ EL•ECTRIC& CONTRACTING, SOLAR`ENERGY & SERVICE DATE: 6/14/16 Address: •' (�- ❑ DRAWN:' CW 4033 Ord Ferry Rd. SHEET: - CHICOe CHECKED: RS yChic, CA95928 Nock Orchards - ELECTRIC ❑ ❑ PROJECT: T6 -465o Office: (530) 891-19333 SCALE: As Noted - r + Fax: (530) 891-6749 V ~ y Barn Shop SWPP G1,Lic /4543490 a` ❑ ❑ APN: o39-z9o-636-o0o F , ' :Q 36 W.EatA Road Chico, CA 95973 www chicoelechic.eom t a