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HomeMy WebLinkAboutOV1801003pQa�PL1EY qA/2pyv TOWN OF ORO VALLEY COMMUNITY DEVELOPMENT & PUBLIC WORKS DEPARTMENT 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 www.orovallem.gov �pVNDED 91a 1.2 GENERAL APPLICATION FORM office Application Type: Q II ❑ Major General Plan Amendment ❑ Final Plat APR 1 0 7.01 ❑ Rezoning/PAD Amendment ❑ Pre -Application ❑ Planned Area Development ❑ Zoning Verification ❑ Conditional Use Pen -nit❑ Sign Criteria BY: ••°•••••••••••••••••••• ❑ Zoning Code Amendment ❑ Sign - PAD Exemption ❑ Conceptual Site Plan ❑ Master Sign Program ❑ Conceptual Public Art ❑ Communication Facility — Tier 1 and 2 Minor ❑ Conceptual Architecture ❑ Communication Facility — Major ❑ ❑ Final Site Plan Conceptual Landscape Plan ❑ Revised Development Plan K�A Other % •iY� u� !! Subject Property Information: Address: Parcel/Tax Code: Subdivision / Commercial Center Name: Book / Page or Sequence Number: Lot Number(s) Legal Description: Section/Township/Range: Area of Property: Existing Land Use: Proposed Land Use: Applicant Information: * If more than one, attach list Applicant Name CL ,,, J f6e c— � Firm: Address: �,2v ( 2j� C-�j &S tzlc> City: T,. p , State: Az Zip: Telephone: f2D 7,y7- 9S3 I Fax: Email: � ije �?� (--t) 5 cC' -8— Property Owner(s) if different from Applicant *: Name: Firm: Address: Telephone: Consultant*: Name: Address: Telephone: City: _ Fax: Email: (Discipline) Firm: City: _ Fax: Email: 7 State: Zip: State: Zip: Project Description/Narrative: (SEPARATE SHEET PREFERRED) 0 del �-l. ✓'-7Z AW6 I hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the Owner's authorized representative, and if not the owner, I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The approval of this application does not presume to give authority to violate or cancel the provisions of any other federal, state or local law for which this project may be subject to. Notice: It is the applicant/owner's responsibility to ensure all private rules and regulations (such as Covenants, Conditions & Restrictions (CC&R's)) of the subdivision and/or commercial center are adhered to. Contact your Home Owners Association or property management to determine applicable requirements. It is also the applicant's responsibility to coordinate with all outside agencies to secure their acceptance or clearance. Failur o do so may delay issuance of permits. See attached list of agencies. /e, 41 Applicant's Signature Print Name Date Important Note: All submittals received after 4:00 P.M. will be processed the next day Submittals will be reiected if: • Not folded using Pima County fold & collated; • There are missing items on the checklist unless otherwise approved by Planning and Zoning Administrator or Town Engineer. • Re -submittals cannot be accepted without a transmittal and a written response to staff comments. n d vo UJ hca n.�- a dU b Ld - H/7 �D l 8 sftk SOUTHWEST Gf15 [ORPORIITIOp W= May 10, 2018 Re: Gas Maintenance Project — Oracle Road: Hardy Road and Oracle Intersection Native Preservation plan Review Southwest Gas Corp. (SWG) is withdrawing the application for a Native Plant Preservation Plan review. The original design has been changed. We will now bore across the shoulder and will not impact the vegetation on the southwest corner of Hardy and Oracle intersection. Please feel free to contact me with any questions. R ectfully, sG � Richard Zepeda, Engineer Technician Southwest Gas Corporation 3401 E. Gas Rd. Tucson, AZ 85714-1994 3401 East Gas Road / Tucson, Arizona 85714-1994 P.O. Box 26500 / Tucson, Arizona 85726-6500 / (877) 860-6020 www.swgas.com 7 �N PRESSURE PURGE :OMPLETED IN ACCORDANCE WITH THE JAL GUIDELINES: CONSTRUCTION (FIELD CREW) WR# 34 1 4955 LIST OF MATERIALS (HIGH PRESSURE - TEST # 1 O) AS -BUILT ITEMS INSTALLED NO. SIZE DESCRIPTION CHECK O R N/A QTY. INITIAL O 14 51, PIPE, STEEL, CTD, X-52, 8.G25" X 0.322" WT, FRITEC, ERW 041 8" PIPE, STEEL, CTD, X-52, 8.G25" X 0.322" WT, VALSPAR, ERW I OG 8" 5TL, WELD, 00 DEGREE ELBOW, 3R, 0.322" WT, Y-52 493 8" STL.. WELD, 45 DEGREE ELBOW, 3R, 0.322" WT, Y-52 CONSTRUCTION (FIELD CREW) WR# 34 14955 LIST OF MATERIALS (HIGH PRESSURE - TEST # 1 1) AS -BUILT ITEMS INSTALLED NO. SIZE DESCRIPTION CHECK O R N/A QTY. INITIAL 043 2" PIPE, STEEL, CTD, X-52, 1 2.75" X 0.375" WT, VALSPAR, ERW 33G 2" CAP, STL, WELD. 12.75" X 0.375" WT, Y-52 84G "x 3" EQUALIZATION FITTING, I "X 3" MAOF 1440 PSIG, MULR 552 2" x 3" EQUALIZATION FITTING, 2" X 3" MAOF 440 PSIG, MULR DESCRIPTION REVISIONS 37GO2 12 1 2" STEEL 37GO208 8" STEEL 37GO20G G" STEEL BY DATE APPVD.1 37GO204 4" STEEL 271 127 PROPOSED PROPOSED 8" HP STEEL PROPOSED 8" STEEL -- IN 1 2" CANOPY CASING- - - - g" STEEL ---------------- TEST # I I, POINT 24- TEST # I I, POINT 25 2G M 2G DETAIL IIGOA" N.T.S. 200' AS -BUILT DRAWING -PRESSURE TEST DATA TEST # 1. PIPE DIA. FT. TEST MEDIUM TEST METHOD 2. PIPE DIA. FT. ❑ AIR ❑ GAUGE 3. PIPE DIA. FT. ❑ NITROGEN ❑ CHART TOTAL LENGTH ❑ WATER GAUGE/ PIPE TYPE ❑ SOAP PRESS REC 5N# MIN. DURATION 584' 242' 669' - - - 1114.J I Y1L.L. ',-) I L_—J I I iJ1IN 1 SEE DETAIL 25G, SHEET 3 PIPE JOINER VISUAL INSPECTION CERTIFICATION I HAVE VISUALLY INSPECTED ALL HEATED FUSIONS, SOLVENT, CEMENT, MECHANICAL JOINTS, AND WELDS THAT I HAVE PERFORMED NAME DATE 2ND VISUAL INSPECTION CERTIFICATION I HAVE VISUALLY INSPECTED ALL HEATED FUSIONS, SOLVENT, CEMENT AND MECHANICAL JOINTS THAT HAVE BEEN PERFORMED (INSPECTION OF FINAL JOINT ON PLASTIC PIPE ONLY) NAME DATE 1 50' a vvivr ,J✓J�r'i MOP: 350 P51G TRANSMISSION I .77 W.R. NO. 34 14955 - HP V5P 3438324 - D. V5P 3438325 - PE W.O. NO. ENGINEERFECHNICIAN J05H SPIVEY/ RICHARD ZEPEDA PHONE 520-794-G2G9 ACCOUNT REP. PHONE W34 1 4955 - HP V5P PROJECT CONTACT DWG # 3G 34 14955 N3438324 - D. VSP - io W3438325 - PE SHEET NO. GO OF 100 SCALE 1 " = 40' DATE 111212016 ISOLATION AREA DWN. BY JDM3 CHKD. BY APPVD. BY - ATLAS #/TILE # 0373, 0377 TAX DISTRICT 1 0-10 I I INA FFFF)FR 40 2" PE8000 (1 990) WR# 9001 300893 MOP: GO P51G li N 5TALL 3 1 5' 1 8" 5TEEL BORE METHOD GH PRESSURE PURGE COMPLETED IN ACCORDANCE WITH THE UAL GUIDELINES: E GO' ROW 2' EOP 79' • 10 OH J 50' ROW UGT 5 —� - 1 2" W 2" PE8000 (1 990) WR# 9001300893((��MOP: GO P51G /iU `3O 61 INSTALL CP TEST POINT SEE DETAIL 25G, SHEET 3 IN 5TALL 8" 5TEEL 1' /z� �I GE 5851 N. ORACLE RD. UGE UGE - CONSTRUCTION (FIELD CREW) WR# 34 1 4955 LIST OF MATERIALS (HIGH PRESSURE - TEST # 1 O) AS -BUILT ITEMS INSTALLED NO. QTY. STOCK NO. SIZE DESCRIPTION CHECK OR N/A QTY. INITIAL 87' 1 00-00 14 8" PIPE, STEEL, CTD, X-52, 8.G25" X 0.322" WT, PRITEC, ERW 2 750' 1 00-004 1 8" PIPE, STEEL, CTD, X-52, 8.G25"X 0.322" WT, VALSPAK, ERW 3 4 1 40-4 1 OG 8" STL, WELD, 30 DEGREE ELBOW, 3R, 0.322" WT, Y-52 10 N/A 1 40-4403 8" STL, WELD, 45 DEGREE ELBOW, 3R, 0.322" WT, Y-52 UGE - UGE rn rn C1� � rnDD m�s O+r EOP 79' EOP 9 75' H AKDY KOAD ° o rn -- ----------- - - ------ - ---------- - --_ ---------- F O N .,N Ww------------------ [-..a --------— L + + +-- 0. o UGT � Wo. 0 0 o- -U-G—T O O 0 -- ��- U -- c- - I (-IT 1 2" W - 2" PE8000 (1 99 1) WR# I 1 70A MOP: GO P51G DROP SECTION 2" PE8000 (1 990) WR# 9001 300893 MOP: GO P51G 2" PE8000 (1 99 1) WR# I 1 70A MOP: GO P51G DROP SECTION 2" PE8000 (1 990) WR# 9001 300893 MOP: GO 1'51G FIA 5 - G" W UGE S G" W 5 Gil W S Gil W Gil W 2 2' !� EOP --- --- --- --- --- 42' EOP 40' 1 5' 1 5 0' ROW 2" FE6000 (1 990) WR# 9001 300893 MOP: GO P51G INSTALL 435' [E 8" STEEL BORE METHOD DES1GN NOTES: 1. SEE PROFILE "59A", 5HEET 59A. INSTALL 2Oil [E 8" STEEL INSTALL 5 I ' 8" 5TEEL W.R. NO. 00 3414955 HPV5P 3438324 - D. V5P owm•, 3438325 - PE 37GO206 8" STEEL 637' AS -BUILT DRAWING -PRESSURE TEST DATA TEST # PIPE JOINER VISUAL INSPECTION CERTIFICATION 2ND VISUAL INSPECTION CERTIFICATION O. O. W.N ENGINEER/TECHNICIAN JOSH SPIVEY/ RICHARD ZEPEDA PHONE 520-794-G2G9 ;? 1. FIFE DIA. FT. TEST MEDIUM TEST METHOD I HAVE VISUALLY INSPECTED ALL HEATED FUSIONS, SOLVENT, CEMENT, I HAVE V15UALLY INSPECTED ALL HEATED FUSIONS, SOLVENT, CEMENT AND ACCOUNT REP. PHONE 2. FIFE DIA. FT. ❑ AIR ❑ GAUGE MECHANICAL JOINTS, AND WELDS THAT I HAVE PERFORMED MECHANICAL JOINTS THAT HAVE BEEN PERFORMED W34 1 4955 - HP V5P PROJECT CONTACT DWG # 36 3414955 D (INSPECTION OF FINAL JOINT ON PLASTIC FIFE ONLY) W3438324 - D. V5P DESCRIPTION DY DATE APPVD. 3. PIPE DIA. FT. ❑ NITROGEN ❑ CHART NAME DATE NAME DATE W3438325 - PE SHEET NO. 59 OF 100 SCALE I" = 40' DATE 111212018 REVISIONS TOTAL LENGTH ❑WATER GAUGE/ DWN. BY JDM3 CHKD. BY APPVD. BY FIFE TYPE El 50AF FRE55 REC 5N# -- ISOLATION AREA 10_ 101 I ATLAS #/TILE # 0373, 0377 TAX DISTRICT MIN. DURATION �5�/INA FFFIDFR Native Plant Preservation Plan - Southwest Gas VSP(2018) Oracle and Hardy Natural Gas Line Installation Project 1 Plant c Opuntia engelmannii Installation Type Survey Area o Acacia constricta c Pennisetum ciliare Bore Native Vegetation Avoidance and Preservation Area o Echinocereus engelma c Parkinsonia florida - Trench o Ferocactus wislizeni ® Parkinsonia microphy Opuntia engel Range Circle o Opuntia basilaris Disturbance Area TABLE 1. NATIVE PLANT INVENTORY ID Species Caliper (in.)* Height (ft.) Trunk Viability Transplant Comment Disposition Latitude Longitude 58 Acacia constricta 8.0 8.0 multiple low low mistle PIP 32.366119799 -110.970274609 49 Ferocactus wislizeni 36.0 1.5 multiple high medium double PIP 32.366116152 -110.970374324 60 Ferocactus wislizeni 18.0 3.0 single low low fell over PIP 32.366120152 -110.970245878 3 Opuntia engelmannii 8.0 2.0 multiple high low PIP 32.366248056 -110.972119383 35 Opuntia engelmannii 6.0 1.0 multiple medium low PIP 32.366112360 -110.970555204 36 Opuntia engelmannii 8.0 2.0 multiple medium low PIP 32.366108335 -110.970581496 45 Opuntia engelmannii 2.0 1.0 single high high PIP 32.366117516 -110.970443865 46 Opuntia engelmannii 7.0 3.0 multiple high low PIP 32.366106213 -110.970462631 1 Parkinsonia microphy 5.0 7.0 multiple high low PIP 32.366275444 -110.972116935 22 Parkinsonia microphy 6.0 9.0 multiple high high PIP 32.366163219 -110.970711867 24 Parkinsonia microphy 16.0 16.0 multiple high low PIP 32.366149670 -110.970697199 27 Parkinsonia microphy 24.0 18.0 multiple high low PIP 32.366114990 -110.970659125 65 Acacia constricta 8.0 8.0 multiple low low mistle RFS 32.366141966 -110.970200860 2 Opuntia engelmannii 5.0 3.0 multiple high low RFS 32.366273595 -110.972087188 23 Opuntia engelmannii 8.0 4.0 multiple high low RFS 32.366166310 -110.970691721 25 Opuntia engelmannii 6.0 2.0 multiple high low RFS 32.366150258 -110.970669999 28 Opuntia engelmannii 8.0 4.5 multiple high low RFS 32.366134736 -110.970621772 37 Opuntia engelmannii 5.0 1.0 multiple low low RFS 32.366134505 -110.970528726 38 Opuntia engelmannii 7.0 4.5 single medium low RFS 32.366152359 -110.970520851 39 Opuntia engelmannii 5.0 1.5 multiple low low RFS 32.366169312 -110.970553026 40 Opuntia engelmannii 8.0 2.0 multiple medium low RFS 32.366175453 -110.970540728 44 Opuntia engelmannii 6.0 3.0 multiple high low RFS 32.366140139 -110.970442374 48 Opuntia engelmannii 10.0 4.5 multiple high low RFS 32.366130300 -110.970411996 62 Opuntia engelmannii 7.0 2.0 multiple medium low RFS 32.366156128 -110.970240745 64 Opuntia engelmannii 6.0 2.5 multiple high low RFS 32.366155405 -110.970185485 34 Echinocereus engelma 16.0 1.0 multiple high high TOS 32.366125484 -110.970547846 52 Echinocereus engelma 10.0 0.5 multiple high medium TOS 32.366156295 -110.970323316 26 Ferocactus wislizeni 18.0 2.0 single high high TOS 32.366134008 -110.970655211 29 Ferocactus wislizeni 18.0 2.5 single high high TOS 32.366147103 -110.970598511 31 Ferocactus wislizeni 18.0 3.0 single high high TOS 32.366181872 -110.970600838 41 Ferocactus wislizeni 18.0 2.0 single high high TOS 32.366145234 -110.970481244 42 Ferocactus wislizeni 18.0 2.0 single high high TOS 32.366134566 -110.970469204 43 Ferocactus wislizeni 36.0 2.0 multiple high medium double TOS 32.366136923 -110.970457492 53 Ferocactus wislizeni 10.0 1.0 single high medium TOS 32.366153559 -110.970325129 61 Ferocactus wislizeni 20.0 4.0 single high high TOS 32.366148455 -110.970250791 32 Opuntia basilaris 7.0 8.0 single high medium upright TOS 32.366195588 -110.970627373 30 Opuntia engelmannii 2.0 2.0 single high high TOS 32.366151782 -110.970588780 33 Opuntia engelmannii 2.0 1.0 single high high TOS 32.366144133 -110.970570429 54 Opuntia engelmannii 1.0 1.0 single high high TOS 32.366153078 -110.970316063 56 Opuntia engelmannii 1.0 1.0 single high I high TOS 32.366149314 -110.970297979 57 Opuntia engelmannii 2.0 2.0 single high high TOS 32.366143954 -110.970318180 63 Opuntia engelmannii 3.5 2.0 single high high TOS 32.366164437 -110.970209500 66 Opuntia engelmannii 5.0 4.0 single high high TOS 32.366134551 -110.970142672 51 Parkinsonia florida 3.0 8.0 single high high TOS 32.366178112 -110.970330473 * Diameter of plant in feetfor O. engelmannii 50 2 buffel 32.366160665 -110.970414689 55 1 buffel 32.366169114 1 -110.970297579 NATIVE PLANT PRESERVATION PLAN Introduction and Methods Tierra Right of Way Services, Ltd. (Tierra) was contracted by Mr. Richard Zepeda of Southwest Gas (SWG) to complete a Site Resource Inventory and Native Plant Preservation Plan in compliance with the Town of Oro Valley's Zoning Code 27.6 for the installation of a buried 8 -inch diameter steel natural gas line. The proposed installation is to occur within the southern right of way (ROW) of Hardy Road west from Oracle Road in the Town of Oro Valley in Pima County, Arizona. The eastern end of the project corridor is located approximately 695 feet west of Oracle Road. From this point the proposed installation will be trenched west approximately 16 feet and south the same distance to a proposed bore pit. At the bore pit, the new line installation will continue west through a directional bore for approximately 435 feet to a second bore pit. At the second bore pit, the line will be trenched for approximately 208 feet to the western end of the project area at the Arizona Department of Transportation (ADOT) ROW of Oracle Road. The SWG project area is, in total, approximately 1.01 acres in size and extends from the pavement edge of Hardy Road south to the RO W boundary. Ground disturbance and subsequent vegetation removal would occur during construction in two areas, the first would be approximately 25 x 35 feet with an area of 0.02 acres located at the western trench and bore pit location and the second at th e eastern trench location in a 35-foot-wide corridor with an area of 0.20 acres. A native plant inventory was performed in both areas of planned disturbance within the SWG project area on January 17, 2018, and all Oro Valley Protected Native Plants appearing in Addendum C and Tables C -1 and C -2 of Code 27.6 determined to be significant in assemblage or individually distinctive were inventoried in accordance with Section 27.6.B.3.b of the Code. Site Resource Inventory The project area is in the Arizona Upla nd biotic community as described by David E. Brown in Biotic Communities. Southwestern United States and Northwestern Mexico (1994). Vegetation in the project area, which is located at an elevation of approximately 2,600 feet above mean sea level, is typical of this biotic community. Dominant overstory species include Foothills Palov erde (Parkinsonia mi(rophylla) and Blue Paloverde (P florida). Common understory species include Brittlebush (Encelia farinosa), Triangle -leaf Bursage (Ambrosia deltoidea), Burrobrush (Hymenoclea monogyra ), Limberbush ( Jatropha cuneat a), Desert Broom ( Baccharis sarothroides), and Graythorn ( Zitvphus obtusifolia). Cacti present include Prickly Pear ( Opuntia engelmanniz), Fishhook Barrel (Ferocactus wisliZeniz), Chainfruit Cholla ( Cylindropuntia fulgida), Desert Christmas Cactus ( C. leptocaulis), Buckhorn Cholla (C. acanthocarpa), Cane Cholla (C. ipinosior), Hedgehog (Echinocereus engelmannii), and Pincushion (Mammillaria microcarpa). Few grass species were observed and limited to Sixweeks Threeawn (Ariitida adiceniionii), and Bush Muhly (Muhlenbergia porteri ). Significant vegetation, represented by a structurally diverse and moderate to high density assemblage of native plants, is present in the project area in the western portion of the project area in the vicinity of the proposed bore. Vegetation in the eastern portion of the project area near the proposed trenched installation is less diverse and moderate to low in density. This project was designed with the goal of avoiding disturbance of areas containing significant native vegetation and this goal will be achieved by using directional boring construction techniques for most of the planned natural gas line installation. Of the overall 1.01 acres of vegetation in project area, 0.22 acres or 21.7% will be disturbed during construction and the remaining 0.79 acres or 78.2% will be avoided during construction and preserved. In addition, 12 inventoried plants located at the edges of the planned areas of disturbance will also be avoided during construction and preserved. Prepared by: Tim Jordan Tierra Right of Way Services, Ltd. 1575 E. River Road, Suite 201, Tucson, AZ 85718 23�` 32 22 .10-9 30 45­1 5 ;., 42 49 46 Table 1 summarizes the quantitative findings of the plant inventory and the transplant on -site (TOS), preserve -in -place (PIP), and remove from site (RFS) determinations. A summary of plant material within the planned disturbance area arranged by species and number of plants by disposition can be found in Table 2. Table 2. Numbers of Plants Within the Planned Disturbance Areas and Their Disposition Species PIP TOS RFS Total Acacia constricta 1 1 2 Echinocereus engelmannii 2 2 Ferocactus wislizenii 2 8 10 Opuntia basilaris 1 1 Opuntia engelmannii 5 7 12 24 Parkinsonia,florida 1 1 Parkinsonia micro h lla 4 4 12 19 13 44 Fencing of Vegetation to be Preserved All areas containing vegetation to be preserved shall be fenced for protection during construction using orange construction fencing with a minimum height of four feet. This p rotective fencing must remain in place throughout the duration of construction. Salvage Requirements Because less than 29% of the native vegetation in the project area will be disturbed, the standard mitigation requirements of Section 26ABAd apply to the SWG project. Specifically, any tree, shrub, or cactus that meets the salvage criteria must be salvaged and, in the case of the SWG project, returned to and replanted within the disturbed portion of the pr oject area following construction. The standard mitigation guidelines also require that five understory plants are planted for every tree salvaged. For this project, one tree will be salvaged (ID #51); therefore, five understory plants appearing on the supplemental Arizona Department of Water Quality native plant list will need to be planted within the disturbed area f ollowing construction. These understory plants, such as Triangle -leaf Bursage, Burrobrush, and Desert Christmas Cactus, may be salvaged and transplanted from the portions of the project area that will be disturbed during construction. All 19 T OS plants indicated in Tables 1 and 2 along with the five understory plants salvaged from the planned disturbance areas will be replanted in the disturbed areas following construction by a landscape contractor licensed in the State of Arizona. Mitigation Requirements Because less than 29% of the native vegetation in the project area will be disturbed, the standard mitigation requirements of Section 26ABAd apply to the SWG project. Specifically, any tree, shrub, or cactus that meets the salvage criteria but is destroyed must be replaced at a 1:1 mitigation ratio with the same species and size as that destroyed. No plant salvage is required or possible concerning the RFS plants found on -site that will be directly impacted by construction , as all were determined to have low viability and/or transplantability. There are no RFS trees associated with the project; therefore, the five understory plant mitigation requirements do not apply to this project. All 12 RFS mitigation plants will be replanted in the disturbed areas following construction by a landscape contractor licensed in the State of Arizona . The project's mitigation requirements for RFS shrubs and cacti are summarized in Table 3. 56 fY ���%���';�d'-S°.+i7 d�!!.�°�'N 9,a .•' xr r' �"3Y' 4'df ,l yu 62 63 7V 64 0 0 20 40 Feet \leters 0 6 12 Table 3. Miti ation Requirements for RFS Plants Species Number Size Class Acacia constricta 1 8 ft. H Opuntia engelmannii 5 1- 2 ft. H 5 al. 7 2.5 - 4.5 ft. H 10 al. Inventoried Plant Tagging and Color -coding Inventoried trees and cacti within the planned disturbance area s will be tagged with an embossed metal inventory number prior to construction, which can be cross -referenced to the inventory list and aerial photograph. Additionally, color -coded flagging indicating associated PIP, salvage/TOS, and RFS dispositions will be affixed to each inventoried plant according to the following schedule: • PIP: White flagging • Salvage/TOS: Blue flagging • RFS: Yellow flagging Invasive and Noxious Weeds Three Buffelgrass (Pennisetum ciliare) individuals (ID # 50 and 55) were identified in the eastern portion of the project area during the inventory (Table 1). These three plants shall be dug up, placed in plastic garbage bags, and disposed of properly prior to any plant salvage work or clearing in the planned disturbance areas taking place. Table 4. Invasive and Noxious Weeds ID Number Latitude I Lo itude 50 2 32.366160665 1 -110.970414689 55 1 32.36616911.4 1 -110.970297579 Agency Notification SWG shall request an on -site initial inspection by Town staff prior to construction. Enforcement Conformance with this Native Plant Preservation Plan is required and will be enforced by Town staff. Plant removal, damage, or destruction not provided for under this plan is subject to fines and penalties, including suspension of any permits issued for the planned natural gas line installation. 1 V ,d1, e� ' Project Location AvFa C atnhn,s Pl e.�iti b'd it FugeAIiiI1:.