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BATCH - Supplemental - 0020 Karen Drive
1 On 2,A `..sue"" southburlingtoo PLANNING & ZONING Permit Number SP- - (office use on y1 APPLICATION FOR SITE PLAN REVIEW a Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, and phone): Bottling Group, LLC, P.O. Box 660937, Dallas, TX 75266-0937 Contact at S. Burlington Facility, 20 Karen Drive, S. Burlington, VT 05403 Attn: Tom Cardoza, (802) 864-6000 tom.cardoza@pepsico.co 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 1165 Pg 335 3. APPLICANT (Name, mailing address, phone): Pepsico, 20 Karen Drive, S. Burlington, VT 05403 Attn: Tom Cardoza, (802) 864-6000 tom.cardoza@pepsico.co 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone): Billy Roberts, Civil Engineering Associates, Inc. 10 Mansfield View Lane, South Burlington, VT 05403 864-2323 x305 4a. CONTACT EMAIL ADDRESS: broberts@cea-vt.com 5. PROJECT STREET ADDRESS: 20 Karen Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0950-00020 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): After the fact approval for relocation of previously approved bike racks and dumpster. The proposed dumpster is to be screened. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b. Existing Uses on Property (including description and size of each separate use): Manufacturing and warehousing. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Existing 85,200 SF Main Building and 9.700 SF Maintennace building to remain. No changes. d. Total building square footage on property (proposed buildings and existing buildings to remain): 94,900 SF e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Single story, 20 feet tall. No Change f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): 49 On -property employees and 31 non -office employees (drivers and sales). No changes are proposed as part of this application. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 2 Site Plan Application Form. Rev. 5-2018 8. LOT COVERAGE Total Parcel Size: 840.272 Sq. Ft. a. Building: Existing 11.3 % / 94900 sq. ft. Proposed 11.3 % / 94900 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 23.6 % / 198573 sq. ft. Proposed 23.6 % / 198573 sq. ft. c. Front setback non -building coverage (along each street, commercial properties only) Existing 11.9 % / 2507 Proposed 11.9 % / 2507 d. Total area to be disturbed during construction (sq. ft.) 0 sq. ft. sq. ft. * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. New Building or Addition, including initial fit -up (if initial fit -up cost not available, contact Planning & Zoning staff): $ 0 b. Landscaping $0 c. Other site improvements (please list with cost): $0 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): No Change from existing conditions 11. PEAK HOURS OF OPERATION: 6 AM to 7 AM. 12. PEAK DAYS OF OPERATION: Monday - Friday 13. ESTIMATED PROJECT COMPLETION DATE: As soon as permit is issued 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF- format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. 11 ;�W 'N 4�,4 , r /: �p //// 41V% '061� * �V gA47 3 Site Plan Application Form. Rev. 5-2018 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. A/ SIGNATURE OF APPLICANT SIGNATURE OF PROPER* OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board dministrative Officer I have reviewed this site plan application and find it to be: Complete Inco to _ Administrative Officer r Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 5 2018 CIVIL it'll G1 INIEER1I Ir AS-JClArl", 11 Ir,. 10 Mansfield View Lane South Burlington, VT 05403 October 2, 2017 Mr. Raymond Belair, Administrative Officer City of South Burlington - Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: Site Plan Amendment Application Pepsi Bottling & Distribution Facility — 20 Karen Drive, South Burlington, VT Dear Ray: Please find attached an updated set of plans for the Pepsi Bottling Company facility located at 20 Karen Drive. Contact was made with VELCO for conditional use approval for the Act 250 process for the development of the site as the project is located in their easement area. VELCO requested to add bollards around the utility pole east of the stormwater pond. We have proposed to add 2 bollards around the structure. I also found that the site plans have additional snow storage areas that were not previously shown, one of those areas being underneath the overhead utility lines. VELCO requested to have all snow storage areas underneath utility lines to be removed which are shown on the updated plans. To comply with the permit condition set in the findings of fact, we have also shown the bike rack upgrades to meet the land development regulations for the City of South Burlington. The applicant has chosen to comply with the full requirements and install 3 bike racks. If you should require any additional information or should have any questions, please feel free to email me atr)roberts@cea-vt.com call me at 864-2323 x305. Respectfully, Billy Roberts Staff Engineer Attachments: 3 full Size and 1 reduced plans: C1.0 Overall Site Plan C1.1 Proposed Site Plan C2.0 Details Cc: (w/ attachments and 11x17 plans) Tom Cardoza, CEA File 17106.00 P:\AutoCADD Projects\2017\17106\3-Permitting\1-Local Applications\Belair Letter Site Amendment Rev 10-2.doc ( - SITE ENGINEER PLAN NOTES Cobble Hill Holdings, Inc. I LEGEND P.O. Box 1001 ` 1. Utilities shown do not purport to constitute or represent all utilities located upon Milton, VT 05468 I'' -1 I �I '�'y CONTOUR - or adjacent to the surveyed premises. Existing utility locations are approximate. / 2. Contours shown are based upon a compilation of topographic survey \ PROPERTY LINE information and LIDAR data from the State of Vermont Digital Orthophotogrophy \ DVDN2004 'Bore Earth UDAR" DVD. \ „ / \ I l- ; O IRON PIN QVit ENGINEERING ASSOCIATES, INC. 3. This plan is not a boundary survey and is not intended to be used as one. \� \ : ,} 'r � - - i / / i 1 ' I \ ( o GONG. MON. 10 MANSFIELD WEW IANE. SOUTH BURLINGTON, VT 05403 4. Property line Information is based upon a plan entitled "Boundary Survey ql{' \ —SS GRAVITY SEWER LINE -yea 1.1 F- sassesz 11 ,.en: www.c.x H.�o., Estate of Myrtle Lozon to L & C Farrell - Allen Road, South Burlington, O. \ Prepared by Robert C. Krebs, dated 6/29/81. ` w\ - - II. I — W WATER LINE convRl r (C) zo 5. Previously approved paved areas are based upon a plan entitled "Utilities // OE OVERHEAD ELECTRIC ox Site Plan, New Pepsi Cola Facilities, Louis E. Farrell Company, South MAB Burlington, VT.," Prepared b Krebs & Lansing Consulting Engineers, �' i - \ 1 �\ •..•"" / --- - / \ I i I -- UE UNDERGROUND ELECTRIC deted land 26 81t P Y y9 9 9 r /i / \ '\ "•...• .------ ,'. 1 -. — G GAS LINE CHECKED DSM / / N > - 6. Wetland delineation was performed by Jeff Severson, Wetlands Ecologist, from ( 1 --- —ST STORM DRAINAGE LINE Oakled a Environmental Services, Inc., m May 2008. Wetland delineation was \ ( APPROVED performed only in areas surrounding expansions of the originally approved Facility. �\ /i ,- \ I LOr2 { . II / < 1 N EDSM (S SWER MANHOLE V y' AREA = 2.0 ACRES 7. The two snow storage areas shown within wetland buffers represent an existing I - p I ® STORM MANHOLE condition that predates the current City bylaws. \ \ ' • \• \ � I T HYDRANT CLIENT: i i� Ready Funeral Service BOTTLING G DETENTION \ /� + . I 261 Shelburne St. WATER VALVE \ I I w� �• , \ ��',� Burlington, VT 05401 ( POND _ / \� \ r + + + , ( = y+ + + I \ 9 I •n. POWER POLE GROUP LLC I0 0 CATCH BASIN v'. r. . . + . + . ' L_� POLE MOUNT LIGHTS LIMITS OF PREVIOUSLY -.- SIGN -- 90 SF-$ PO' / / I •�. �,p4/ / `j \ �. .\. . . . . . . :\ . . . . . + N APPROVED DRIVE I P.O. BOX660937 \ - P\- 1\ / `2 I `•�• v . . 1 . . . . y V DECIDUOUS TREE DALLAS, TX 5226-0937 \ 30' FRONT YARD . . . + . + . + . . W / o� SETBACK '\� \\ ' . . . .. . . . � '''• �W.� I �' 7 CONIFEROUS TREE KAREN DR.��_ EDGE OF WOODS/BRUSH \+ - _-_ _ _ •� , ` - _ \ J FENCE PROJECT: �55- " �. f - 23S\ DRAINAGE SWALE @ III OF PARKING SPACES •^� CLASS II WETLAND LIMIT LOT 1 � Ira_ - - ----- � PEPSI-COLA AREA - 2.54 ACRES ( SIDE & REAR / �•••••••••••••••••••. 50' WETLAND BUFFER BOTTLING SETBACK I / i� I ��� � I \\ (tw.) \ �A , I i FACILITY Jolly Associates � � I I I S.B. Collins, Inc. \ ` 1 / �\ P.O. Box671 - _` `. \ ( <\ 1 1 \ I/ I I Ascension Lutheran Church St. Albans, Vi 05478 I \ i _ I 95 Allen Rd. \ I p 1 \ EXIST! c \I. So. Burlington, VS, 05403 L DSCAPIN L�� _ _ 20 KAREN DRIVE \AND SIGN SOUTH BURLINGTON, VT \, IT EXISTING BUILDING I \ I 'j 85,200S.F. II I/ I I- \ Robert M. Fuller RR#1 x 2030 Bristol, 05443 I I PARKING HANDICAPPED 0� _ so{ � FUEL PUMPS (2) \ \\ 1 C SIGN i ( I zp, � rsaecT . . i N \ 9 ' UNDERGROUND ` FUEL TANK .. \ 7 � I 1 / \ � 4 R aS �. AREA r 3 9.29 ACRES . s R,' OIL GRIT I \>/ LOCATION MAP / L - \ �\ SEPARATOR I II / i 7P - 1' = 15W .\' I / �= DATE CIIEL'KED REVISION Isong GGT \ + �'?7 1 0 Shelburne Rd. --------_-- So th Burlington, Vr 05403 d + t •t EXISTING GARAGE \ \ 9,700 S.F. �. \ 2d' w TER LwE - ( \ EMENT ;r N II r A k A t PROPOSED PER DETAIL CHANNEL-PEfl e e g / / T NE FILL (TYPJ •. , \ �_ _ } e ---- \ I 11, %tY,'NDPE \\� I I i I IN: NEW FULL -- - ---. _ - r-/ - r �1TOi -� I D�PTH PAVEMENT I 1 I PAVED PARKING _ _51 \ I I OVERALL SITE - SURFACE. S A — — - SHEET C4.0 E // DEPOND N Qqyy E DETAIL '1 -- T-" — �AUCK PARKING \ i \ / PLAN i X � 7 y AREA LIMITS PAVEMENT OVERLAY — I III - �E- / _ OE LIMBS. BEYOND -OE - j PARKING SURFACE r OE..._-�_. . �. �, ��_ — -. - -OE '•••4 _ — — --. EXPANSION AAEI� \ . . v-. _ _ _ vy •, I PARKING SURFACE \ 150' EXPANSION I VELCO EASEMENT Thomas & Dawn Edwards P.O. Box 847 \ + + . .. . . Wi. . . - _. + + s �ll_m 's s ° 0512412017 Milton, VT 05468 \ /' . . / : . . �. / — _ SHELB R — — — — — — irRtkPIIIC C a�ae _ _ C1 0 BCE PROPOSED I �- ze--m -\ =- - gee = 40' . T\ y i -- - _ _ Locust Hill Association DUMPSLOCATION /INEEMENEIIIIIIIII PRa. vO. LOCATIONN � 19 Locust Hill iI� SEE SHEET C3.3 }D (IN FELT:) ) 17106 �( Shelburne, VT 05482 v ;nrn = aol 1t i C PLAN _ NOTES I SITE ENGINEER: � LEGEND i. Utilities shown do not purport to constitute or represent all utilities located upon I I f F or adjacent to the surveyed premises. Existing utility locations are approximate. CONTOUR 2. Contours shown are based upon a compilation of topographic survey I I — - - — PROPERTY LINE informotion and UDAR data from the State of Vermont Digital Orthophotogrophy I I DVD1/2004 "Bare Earth LIDAR" OVD. I O IRON PIN �.' I I RI ASS Cr CIVIL ENGIDIEE NG ASSOCIATES, INC. 3. This plan is not a boundary survey and is not intended to be used as one. I \ I I o CONC. MON. 10 MANSFIELO VIEW LANE SOUTH BURLINGTON, VT 05403 4. Property line information is based upon a plan entitled "Boundary Survey - I I I —SS GRAVITY SEWER LINE 8ozseo-z3z3 FFS eDz ee 71 w b wA,v.cee-- Estate of Myrtle Lozon to L & C Farrell - Allen Rood, South Burlington, Prepared by Robert C. Krebs, dated 6/29/81. I 1 I I I - — — W WATER LINE coxrxmxr _ xon uf, lxcxrs xxsexvxD DEAN 5. Previously approved paved areas are based upon a plan entitled "Utilities - I ( I I - -- - -- OE OVERHEAD ELECTRIC Site Plan, New Pe si Cola Facilities, Louis E. Farrell Company, South E D I l MAB Burlington, VT.," Prepared by Krebs & Lansing Consulting Enineers, — —UE UNDERGROUND ELECTRIC dated 8/26/81. I \ c VKED 6. Wetland delineation was performed by Jeff Severson, Wetlands Ecologist, from 1 I 2 � I �\ �� hh \� — G GAS LINE DSM Ookledge Environmental Services, Inc., in May 2008. Wetland delineation was I / Uy \ tl — —ST STORM DRAINAGE LINE performed only in areas surrounding expansions of the originally approved Facility. I j �'\4� gMp�q \ �5 SEWER MANHOLE APPROVED 7. The two snow storage areas shown within wetland buffers represent on existing I I j / / /A, Q STORM MANHOLE CLIENT: condition that predates the current City bylaws. I Yvq r^\\\��� HYDRANT I /Y R 10/S WATER VALVE BOTTLING POWER POLE GROUP LLC / Q ®❑ CATCH BASIN / I / L7•Ll POLE MOUNT LIGHTS 4 SIGN P.O. BOX 660937 STONE LIINED/ O DECIDUOUS TREE DALLAS, TX 5226-0937 SWALE / CONIFEROUS TREE EXISTING CB# 14 INSTALL 2" RIGID / RIM=225.6 k rvvwwwv-� EDGE OF WOODS BRUSH - INSULATION 6 WIDE SUIINMP OU1 -221.3 (72"RCP) \ 12" BELOW FINISH GRADE 230 /I FENCE PROJECT: CONCRETE SURFACE SUMP-220.6 229 \ —o—� TO REMAIN BE REMOVED BY OTHERS 22 O 221 EXISTING DUM227 PSTER TO 3 / / / '� DRAINAGE SWALE I I _ ___.,\ — " J 1Q # OF PARKING SPACES EXISTING FENCE SCREENING NEW DEEP SUMP w/ SNOUT t _ •- CLASS II WETLAND LIMIT PEPSI-COLA h �L^ALNT NE (�, CATCHBASIN / IV !1 V I TO BE REMOVED AND STORED I / RIM-224.3 ) I ••••S• •••••••• 50' WETLAND BUFFER BOTTLING I I� ON PROPERTY FOR RE -USE - I', i INN.O REMOVE EXI12"STING I I ST PROPOSED STORM RELOCATED LIGHT POLE AND REMOVE EXISTING TREES —� ` PROPOSED SWALE FACILITY V) p ' rl ELEC. DISTRIBUTION SYSTEM _ I - _ B TMOVE CONCxCURBG TO BST NG HYDRANT /��� gg / REMOVE EXISTING / xCj PROPOSED HYDRANT o ,., Ex17X BE RELOCATED I i3 ' 1 BIRCH TREES \ ® PROPOSED SHUT OFF BASE RECONNECT TO EXISTING o , a REMOVE AND - DISPOSE OF / O O - EXISTING BOULDER_ _ _ _ _ __.__ - -- - -- - - _ _-__/ i-•'--- - __ ---- __---- - - - - - - - - - - - ---------i__------ _--------- E%ISTING,LIGHT POLE AND BASE INSTALL NEW FULL 224 8 P OPOSED GRASB RELOCATED I I TO BE REMOVED AND RELOCATED DEPTH PAVEMENT 1 CPIIANNEL-.PER DETAIL - \ OS HYDRANT I I EXISTING CHAIN LINK FENCE SURFACE. SEE OE�IL I AL:�. SLOPES R � \ I I TO BE REMOVED\ SHEET C4.0 i II I r. RE EVESLOPES ETOPSOIL, / �� i EXISTING CB#l3 T I SE AND EROSION 1 / I-7 p'/ /� /JI I TRUCK PARKING' � II c COLNTROL MATTING. / PAVED PARKING /I I HP�S\� IN/IN, -223.7(4"SDR) (I II BEryIOEBRESET J i�� .-RN IM/OUT=223.1(12"HDPE) I .I225,0 CHAIN LINK FENC / PAVEMENT REPAIR \ ( -� TRUCK PARKING' SUMP=222.3 12"RCP-STEXISTlNG CB#12 AREA LIMITS ( Ih 1 3, / — — — — ST-- y RIM=223.8 LIMITS OF GRAVEL BAaE 1 224 4 INN IN=219.9(12'HDPE) RECONSTRUCTION I 7 n INV. OUT =219A (12' RCP) BEYOND NEW PAVEMENT ♦•♦♦ • 1 ` SUMP-218.1 \ EXPANSION SURFACE NEVLINV. IN= 220.0 ILL HDPE) — - - — — PAVEMENT •"i♦S.♦.• ••.• \� PAR NUARFACEY PARKING SURFACE I� , �E �D EXI OVERHEAD ' EXPANSION / y i POWSEH LINES \ _. — _- • .••• - _ - __. — — — ____ - E A SO AREA _ _ - - -_ _- -, I1`; OE_._. - — — _ i - �_ _•• - - O - ---_ _ _._ - CROW�OF CMP 223.E L ' ^ •I� \ , r - - - - - ♦♦♦• ._ — _ _ — _ — GRAVEL i / 22422 - ---\ —0 CLT. � —♦� � _.. _ _. — — _ � — — 7RUC&'�ARRING _ , j _ —- ,,I\ z INSTALL24 LEVELSPREADER TOl�GUARDi(NL �/Ef{ Q SEE OF BE SHEET C4-0 /" 'TQRE \ / '1225 ♦ �♦ ._ —. — �.--.. II I 11 O TOP OF BERM 223.5 � -.,�-� � \\\ '� 50� I ,I ♦ ♦♦ t >4 F �� N 225 VELCQ EASEMENT w cn � I O 225 226 / /j 227 0 0 / �� 228 229 Q O 230 I I zz3.T � I \ I ,. --- --�--- —�--- -- —-- -- —\— -- -- --; -- -- —_ -- --�_= \ WETLAND BUFFER IMPACTS - \ \ \ (PARKING INSTALLED PRE-1988) `1 I GRASS CHANNEL I / / NPER DETAIL N IV s I I , I GRAPHIC SCALE I 20 KAREN DRIVE SOUTH BURLINGTON, VT LOCATION MAP - - - - f' PROPOSED SITE PLAN DATE DEA1fiNa NDNDED 0512412017 3cALE 1"=20' C1. 1 I.- Na. 17106 C 1" PVC ANTI -SIPHON — REMOVABLE WATERTIGHT PIPE ADAPTER 6,50" 022.00: �ACCESS PORT, 6" OPENING 018.00 / l j__ R9.00" O 9.00" 25.00" 16" 27 20.00" ---'1 � �..— 14.18" ---� FRONT SIDE 14,18" R12.00" R10.00" PLAN U.S. PATENT 446126817ADDRDNN PATENTS PENDING BMP, INC. DESIGNED TO FIT 53 MT ARCHER ROAD, LYME. CT. 06371 48"-80" DIAM, STRUCTURES (800) 504-8008 FAX (860)434.3195 EXIST, BIT. PAVEMENT (BOTH SIDES) 6" MIN. LOW PERMEABILITY SOIL (E.G. SILT LOAM, SILT, SILTY CLAY LOAM) VARIABLE (MIN. 7 FEET) 6"K6' TREATED TIMBER #S REBARS TO SECURE TIMBER' 2 -- 2 :1 OR FLATTER BENTONITE CLAY - LINER SHEET, 12" WIDE ALONG LENGTH AND ENDS OF TIMBER LEVEL $q SPREADER f 3 ST_ SMOOTH CUTENST. BIT. PAVEMENTPRIORTOPAWNG , ALL JOINTS SHALL BE t� Mru.7 MATCH EX. PAVEMENT \ THOROUGHLYCLEANEDAND (4"MIN. - " TYPE 111 WITH EMULSIFIED 2 Y"TYPE 111 `COATED ASPHALT PRIOR TO PAVING --% EXIST. SUBBASE MATCH EX. SUBBASE BOTH SIDES (24' MIN. CRUSHED GRAVEL) O+YTREI EXCAVAVON SEE TYPICAL TRENCH DETAIL NOTES: 1. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE-WAY TRAFFIC AT ALL TIMES DURING WORK WITHIN THE R.O.W. 2. MAINTENANCE AND PROTECTION OF TRAFFIC DURING WORK WITHIN THE HIGHWAY R.O.W. SHALL BE PROVIDED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL NOT WORK WITHIN THE R.O.W. WITHOUT APPROPRIATE CONSTRUCTION SIGNING IN PLACE. 3. ALL BACKFILL SHALL BE MADE IN SIX INCH (6') LIFTS AND COMPACTED TO NOT LESS TF1AN 95%MAXIMUM DRY DENSITY ACCORDING TO ASTM 0698. A. REPLACE EXISTING ROAD STRIPING AS NECESSARY. REPLACEMENT OF EXISTING PAVEMENT N.T.S. S-00s REVISED 09I29I2014 TO RECEIVING 4' OF 2" MINUS STONE FILL 12 WIDE FILTER FABRIC DISCHARGE TREATMENT - EXISTING lY" MINUS CRUSHED STONE Y MIN. LEVEL SPREADER SECTION N.T.S. CADD WINTER MARKING F; FLAGS (SPRING SUPPORTS) /- A A HYDRANT, VALVE ARPURTEN ASS D PER SPECIFICATIONS GPI FINISH GRADE PLUG o HYDRANT DRAIN I I 6' WA ER LINE t �2 NOTE: WHEN LOCATED BETWEEN SIDEWALK AND CURB THE FACE NOZZLE SHALL BE PLACED 1' TO B' FROM THE FACE OF THE CURB. WHEN LOCATED BEHIND THE SIDEWALK THE NOZZLE SHALL SE PLACED BETWEEN 4AND G' FROM EDGE OF SIDEWALK, -- ADJUSTgBLEIRON VALVE BOX WCOVER MARKED "WATER• ANCHOR TEE LEVEL SPREADER SECTION N.T.S. CADD WINTER MARKING F; FLAGS (SPRING SUPPORTS) /- A A HYDRANT, VALVE ARPURTEN ASS D PER SPECIFICATIONS GPI FINISH GRADE PLUG o HYDRANT DRAIN I I 6' WA ER LINE t �2 NOTE: WHEN LOCATED BETWEEN SIDEWALK AND CURB THE FACE NOZZLE SHALL BE PLACED 1' TO B' FROM THE FACE OF THE CURB. WHEN LOCATED BEHIND THE SIDEWALK THE NOZZLE SHALL SE PLACED BETWEEN 4AND G' FROM EDGE OF SIDEWALK, -- ADJUSTgBLEIRON VALVE BOX WCOVER MARKED "WATER• ANCHOR TEE - DUIECTBU0.YC04TED TRACER WIRE CONDRIONtH REFER (SIZE DETERMINED BY SOIL CONDITIONS) TO TO K TABLE THRU9T BLOCK TABLE FOR THRUST SI21N0) 0/SOI ° 4°CRUSHEDSTONE UNDISTUFUNDL / NOTES: ° BEDDING (MIN. 12' THICK) 1. ALL FIRINGS ARE TO HAVE MEGAiUG ANCHOR COUPLING OR RETAINER GLANDS. CONCRETE THRUST BLOCK SPOOL PIECE WITH (SIZE DETERMINED BY SOIL MEGA4UG GLANDS 2. PRIOR TO POURING THRUST BLOCKS ALL T RUTBLOC TABLE FER HYDRANT ASSEMBLY DETAIL FITTINGS LENE. BE WRAPPED WITNAmII THRUST BLOCK TABLE FOR POLYETHYLENE. SIZING) N.T.S. W-000 REVISED OM12015--_-- fEXISTING GRADE -- _ YM/N 18" T024'(SEE GRADING G PLAN) SE� PLAN 1 TO BE USED PRIMARILY WHERE SLOPE EXCEEDS, STONE FILL STABILIZATION FABRIC TYPE 1, Ir THICK MIN. TYPE 11, 24" THICK MIN, fr III STONE LINED SWALE N.T.S. 4 rn, ST-012 gEVISED OBIOt/2ptA LEBARON LKI20 (LK120A FOR DESIGN GRADES >5%) HIGH STRENGTH C.I. GRATE w/ 3 FLANGED FRAME (OR APPROVED NON -SHRINK GROUT EQUAL). RIM TO BE SET 1- BELOW NORMAL CROSS CONCRETE CURB SECTION ELEV'I -- SET FRAME ON FULL - MORTAR BED BITUMINOUS CONCRETE - -- PAVEMENT (Y"/ FT. SLOPE MIN.) 1 PRECAST CONCRETE w/ za^xza MONOLITHIC BASE - -- `-- ADJUST TO GRADE w/ - CONCRETE RISERS WATERTIGHT JOINT USING ae°MIN 1" MIN. WIDTH FLEXIBLE .+EE PLANS GASKET (SEAL EXTERIOR SEAL./ HYDRAULIC CEMENT JOINTS AND LIFT HOLES W/ MORTAR, OR CAST -IN -PLACE jl NON -SHRINK GROUT) FLEXIBLE M.H. SLEEVES -- HDPE OUTLET PIPE (SEE PLAN FOR SIZE) PROVIDE CATCH BASIN -- HOOD (SNOUT)PER DETAIL 1Ift --- - THIS SHEET.. CONNECT TO WALL PER MFG. RECOMMENDATIONS = Z N 6" MIN. CRUSHED GRAVEL PRECAST MANHOLE STRUCTURES 1� ' SHALL CONFORM TO ASTM SPEC. '- -- ----- J C478 (LATEST EDITION) TYPICAL CATCH BASIN @ CURB q (SIMILAR WITHOUT CURB) ST-0Oz PEVISEO 92ae015 N T.S. G WIDE GRASS CHPNNELQ I%MAK EXISTING GRADE �1 1.5'1--__ MIN. PROVIDE 4"TOPSOIL AND NEW GRASS COVER PAVEMENT INVERT DEPTH (CONSERVATION MIX) SECTION 2% VARIES SEE CROSS SLOPE SITE PLAN TO CHANNEL �j GRASS CHANNEL N.T.S. 4 In 8t01Ai REV18ED 19I0T/2015 SITE ENGINEER: f CIVIL ENGINEERIDIG ASSOCIATES, INC. IOMANSFIELDV1EWLANE SOUTH BURLINGTON VTO5403 E028642323 Fp2. 802R64-22T1 web: w"wc..c— DRAFN MAB CHECKED DSM APPROVED DSM CLIENT: BOTTLING GROUP LLC P.O. BOX 660937 DALLAS, TX 5226-0937 PRO.TFCT: PEPSI-COLA BOTTLING FACILITY 20 KAREN DRIVE SOUTH BURLINGTON, VT LOCATION_ MAP DATE CIIECKEO KEVISIUN -- DETAILS DATE. IDAS.H. DA—ER 05/24/2017 SCALE NTS C2" O PRa. Np. 17106 Intretluction This project is subject to the terms and conditions of the authorization from the State of Vermont to discharge construction related storm water runoff. Coverage under the State Construction General Permit $9020 is required for any construction activity that disturbs 1 or more acres of land, or is part of a larger development plan that will disturb 1 or more This project has been deemed to qualify as a Low Risk Site which is subject to the erosion prevention and sediment control (EPSC) standards set for in the State of Vermont's Low Risk Site Handbook for Erosion Prevention and Sediment Control The following narrative and implementation requirements represent the minimum standard for which this site is required to be maintained as regulated by the State of Vermont. Any beet management practices (BMP's) depicted on the projects EPSC She plan which go beyond the Handbook requirements are considered to be Integral to the management of the site and represent components of the municipal EPSC approval for the project which shall be implemented. The EPSC plan depicts one snap shot in time of the she. All construction apes are fluid in their day to day exposures and risks as it relates to minimizing sediment loss from the she. It is the responsibility of the Contractor to implement the necessary BMP'8 to comply with the Low Risk Handbook standards outlined on this sheet be ad on the Interim site disturbance conditions which may or may not be shown on the EPSC Site Plan. Specific BMPs which are critical to allowing the project to be considered a Low risk site include the Items checked below: • Limit the amount of disturbed earth to two acres or less at any one time. • There shall be a maximum of 7 consecutive days of disturbed earth exposure in any location before temporary or final stabilization is implemented. 1. Mark Site Boundaries Purpose: Mark the site boundaries to identify the limits of construction. Delineating your site will help to limit the area of disturbance, preserve existing vegetation and limit erosion potential on the site. How to comply: Before beginning construction, walk the she boundaries and flag trees, post signs. or Install orange safety fence. Fence is required on any boundary within 50 feet of a stream, lake, pond or wetland, unless the area is already developed (existing roads, buildings, etc.) 2. Limit Disturbance Area Purpoae: Limit the amount of soil exposed at one time to reduce the potential erosion on site. Requirements: The permitted disturbance area Is specified on the site's written authorization to discharge. Only the acreage listed on the authorization form may be exposed at any given time. How to comply: Plan ahead and phase the construction activities to ensure that no more than the permitted acreage is disturbed at one time. Be sure to properly stabilize exposed soil with seed and mulch or erosion control matting before beginning work in a new section of the site, 3. Stabilize Construction Entrance Purpose: A stabilized construction entrance helps remove mud from vehicle wheels to prevent tracking onto streets. Requirements: If there will be any vehicle traffic off of the construction site, you must install a stabilized construction entrance before construction begins. How to Install Rack Size: Use a mix of 1 to 4 inch stone Depth: 8 inches minimum Width: 12 feet minimum Length: 40 feet minimum (or length of driveway. if shorter) Geotextlls: Place fitter cloth under entire gravel bed Maintenance: Redress with clean stone as required to keep sediment from tracking onto the street. 4. Install Silt Fence Purpose: Silt fences Intercept runoff and allow suspended sediment to settle out. Requirements: Silt fence must be installed: • on the downhill side of the construction activities • between any ditch, swale, storm sewer inlet, or waters of the State and the disturbed soil `Hay bales must not be used as sediment barriers due to their tendency to degrade and fall apart. Where to place: • Place silt fence on the downhill edge of bare soil. At the bottom of slopes, place fence 10 feet downhill from the end of the slope (if space is ova table) • Ensure the stt fence catches all runoff from bare soil. • Maximum drainage area is 1A acre for 100 feet of silt fence. • Install silt fence across the slope (not up and down hillsi) • Install multiple rows of silt fence on long hills to break up flow. • Do not install silt fence across ditches, channels, or streams or in stream buffers How to Install silt fence: • Dig a trench 6 inches deep across the slope • Unroll sift fence along the trench • Ensure stakes are on the downhill side of the fence • Join fencing by rolling the end stakes together • Drive stakes in against downhill side of trench • Drive stakes until 16 inches of fabric Is in trench • Push fabric into trench; spread along bottom • Fill trench with soil and pack down Maintenance: • Remove accumulated sediment before it is halfway up the fence. • Ensure that silt fence is trenched in ground and there are no gaps. 5. Divert Upland Runoff Purpose: Diversion berms intercept runoff from above the construction she and direct it around the disturbed area. This prevents clean water from becoming muddied with soil from the construction she. Requirements: If storm water runs onto your she from Lesions areas and your site meats the following two conditions, you must install a diversion berm before disturbing any soil. 1. You plan to have one or more acres of sal exposed at any one time (excluding roads). 2. Average slope of the disturbed area is 20% or steeper. How to Install: 1. Compact the berm with a shovel or earth -moving equipment. 2. Seed and mulch berm or cover with erosion control matting immediately alter installation. 3. Stabilize the flow channel with seed and straw mulch or erosion control matting. Line the channel with 4 inch slone't the channel slope is greater than 20%. 4. Ensure the berm drains to an outlet stabilized with riprap. Ensure that there is no erosion at the outlet. 5. The diversion berm shall remain in place until the disturbed areas are completely stabilized. 6. Slow Down Channelized Runoff Purpose: Stone check dams reduce erosion in drainage channels by slowing down the storm water flow. Requirements: If there is a concentrated flow (e.g. in a ditch or channel) of storm water on your site, then you must install stone check dams. Hay bales must not be used as check dams. How to install: Height: No greater than 2 feet. Center of dam should be 9 inches lower than the side elevation Side slopes: 2:1 or flatter Stone size: Use a mixture of 2 to 9 inch stone Width: Dams should span the width of the channel and extend up the sides of the banks Spacing: Space the dams so that the bottom (toe) of the upstream dam is at the elevation of the top (crest) of the downstream dam. This spacing is equal to the height of the check dam divided by the channel Slope. Spacing (in feet) = Height of check dam (in feet)/Slope in channel (ft/f ) Maintenance: Remove setliment accumulated behind the dam as needed to allow channel to drain through the stone check dam and prevent large flows from carrying sediment over the dam. If significant erosion occurs between check dams, a liner of Stone should be Installed. 7. Construct Permanent Controls Purpose: Permanent storm water treatment practices are constructed to maintain water quality, ensure groundwater flows, and prevent downstream flooding. Practices include detention ponds and wetlands, infiltration basins, and storm water filters. Requirements: If the total Impervious• area on your site, or within the common plan of development, will be 1 or more acres, you must apply for a State Stonn water Discharge Permit and construct permanent storm water treatment practices on your site. These practices must be installed before the construction of any impervious surfaces. How to comply: Contact the Vermont Stoml water Program and follow the requirements in the Vermont Storm water Management Manual, The Stoml water Management Manual is ..liable at: www.vlwatwquality.org/stormwater.htm *An impervious surface Is a manmade surface. including, but not limited to, paved and unpaved roads, parking areas, roofs, driveways, and walkways, from which precipitation runs off rather than infiltrates. 8. Stabilize Exposed Soil Purpose: Seeding and mulching, applying erosion control matting, and hydroseeding are all methods to stabilize exposed soil. Mulches and matting protect the soil surface while grass is establishing. Requirements: All areas of disturbance must have temporary or permanent stabilization within 7, 14, or 21 days of initial disturbance, as stated In the project authorization. After this time, any disturbance in the area must be Stabilized at the end of each work day. The following exceptions apply: • Stabilization is not required if earthwork is to continue in the area within the next 24 hours and there Is no precipitation forecast for the next 24 hours. • Stabilization is not required 6 the work is occurring in a self-contained excavation (i.e no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). All areas of disturbance must have permanent stabilization within 48 hours of reaching final grade. How to comply: Prepare bare soil for seeding by grading the top 3 to 6 inches of soil and removing any large rocks or debris. Seeding Rates for Temporary Stabilization April 15 - Sept. 15 -- Ryegrass (annual or perennial: 20 lbs/acre) Sept.15 -April 15 Winter rye: 120 lbs acre Seeding Rates for Final Stabli-tionChoose t-dins, Wlca f hi.14 b-Fret - l Qloose dom: Ibx..acre ILs.'IWO• .ft. exa.aoi iRm4 om« o.t r whtc cb. 0 c�mmo Tall -cue I:Y-31: M< t ns Redto C,oa 2 rel Pe001MotLe,o I-iNix1s each of G,pve xed Pxake nit 2.5 Rn. oEBkdx[oor end 23 firs. what ,kn er Per acre Mulching Rates April 15 - Sept.15 -- Hay or Straw: 1 inch deep (1-2 bales/1000 s.f.) Sept. 15 - April 15 -Hay or Straw: 21n. deep (2-4 bales/1000 s.f.) Erosion Control Matting As per manufacturer's instructions Hydroseed As per manufacturer's instructions 9. Winter Stabilization Purpose: Managing construction sites to minimize erosion and prevent sediment loading of waters is a year round challenge. In Vermont, this challenge becomes even greater during the late fall winter, and early spring months Winter construction' as discussed here describes the per od between October 15 and April 15, when erosion prevention and sediment control is significantly more difficult. Rains in late fall, thaws throughout the winter, and spring melt and rains can produce significant flows over frozen and Saturated ground, greatly increasing the potential for erosion. Requirements for Winter Shutdown: For those projects that will complete earth disturbance activities prior to the winter period (October 15), the following requirements must be adhered to: 1. For areas to be stabilized by vegetation, seeding shall be completed no later than September 15 to ensure adequate growth and cover. 2. If seeding is not completed by September 15, additional non -vegetative protection must be used to stabilize the site for the winter period. This includes use of Erosion Control Matting or nothing of a heavy mulch layer. Seeding with winter rye is recommended to allow for early germination during wet spring conditions. 3. Where mulch is specified, apply roughly 2 inches with an 80-90% cover. Mulch should be tracked in or stabilized with netting in open areas vulnerable to wind. Requirements for Winter Construction If construction activities involving earth disturbance continue past October 15 or begin before April 15, the following requirements must be adhered to: 1. Enlarged access points, stabilized to provide for snow stockpiling. 2. Limits of disturbance moved or replaced to reflect boundary of winter work. 3. A snow management plan prepared with adequate storage and control of meltwater, requiring cleared snow to be stored down slope of all areas of tlisturbance and out of stone water treatment structures. 4. A minimum 25 foot buffer shall be maintained from permeter controls such as silt fence. S. In areas of disturbance that drain to a water body within 100 feet, two rows of silt fence must be installed along the contour. 6. Drainage structures must be kept open and free of snow and ice dams. 7. Silt fence and other practices requiring earth disturbance must be Installed ahead of frozen ground. 8. Mulch used for temporary stabilization must be applied at double the standard rate, or a minimum of 3 inches with an 80-90% cover. 9. To ensure cover of disturbed soil in advance of a met event, areas of disturbed so must be stabilized at the end of each work day, with the following Exceptions: • If no precipitat on within 24 hours is forecast and work will resume in the same disturbed area within 24 hours, daily stabilization is not necessary. • Disturbed areas that collect and retain runoff. such as house foundations or open unity trenches. 10, Prior to stabilization, snow or ice must be removed to less than 1 Inch thickness. 11. Use stone to stabilize areas such as the perimeter of buildings under construction or where constructlon vehicle traffic Is anticipated. Stone paths should be 10 to 20 feet wide to accommodate vehicular traffic. 10. Stabilize Soil at Final Grade Purpose: Stabilizing the site with seed and mulch or erosion control matting when it reaches final grade is the best way to prevent erosion while construction continues. Requirements: Within 48 hours of final grading, the exposed soil must be seeded and mulched or covered with erosion control matting. How to comply: Bring the site or sections of the site to final grade as soon as possible after construction is completed. This will reduce the need for additional sediment and erosion control measures and will reduce the total disturbed area. For seeding and mulching rates, follow the specifications under Rule 8, Stabilizing Exposed Soil. 11, Dewatering Acivi ies Purpose: Treat water pumped from dewatering activities so that it is clear when leaving the construction site. Requirements: Water from dewatering activities that flows off of the construction site must be clear. Water must not be pumped into storm sewers, lakes, or wetlands unless the water is clear. How to comply: Using sock filters or sediment filter bags on dewatering discharge hoses or pipes, discharge water into silt fence enclosures installed in vegetated areas away from waterways Remove accumulated sediment after the water has dispersed and stabilize the area with seed and mulch. 12. Inspect Your Site Purpose: Perform site inspections to ensure that all sediment and erosion control practices are functioning properly. Regular inspections and maintenance of practices will help to reduce costs and protect water quality. Requirements: Inspect the site at least once every 7 days and attar every rainfall or snow melt that results in a discharge from the site Perform maintenance to ensure that practices are functioning according to the specifications outlined in this handbook. In the event of a noticeable sediment discharge from the construction site, you must take immediate achon to Inspect and maintain existing erosion prevention and sediment control practices. Any visibly discolored storm water runoff to waters of the State must be reported. Forms for reporting discharges are available at: -.vtwaterquality.org/stormwater.htm E-000 POST x FILTER FABRIC TO BE MIRAFI 10UX OR APPROVED EQUAL POST SPACING 21'i X 21, WOOD 2.5' METAL WOOD POST 10' , 4x4 10' FILTER FABRIC TO BE L CLIPPED, SACKFILLED AND TAMPED 8" BELOW GRADE -- STEEL OR WOOD STAKES NOTES: (SEE CHART AT RIGHT) 1. INSTALL MIRIFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN. 2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL PLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABILIZED. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6•, FOLDED AND STAPLED. SILT FENCE DETAIL N.T.S. REVISEDWO-14 WOOD POST PLASTIC ORANGE CONSTRUCTION F EXISTING GRADE CONSTRUCTION FENCE DETAIL SANDBAGS OR SPILLWAY CONTINUOUS BERM OF NOTE: EOUIVALENT HEIGHT USE SANDBAGS OR OTHER APPROVED METHODS TO SUPPLY WATER TO WASy �,� CHANNELIZE RUNOFF TO WHEELS IF NECESSABASIN AS REQUIRED a o A 1 A 2"-3" (50-75mm) COURSE }, _ a: _ AGGREGATE MIN. It g ¢ (150mm)THICK I DIVERSION RIDGE PLAN VIEW TEMPORARY SEEDING S MULCH OR NETTING \ SILT FENCE OR HAY BALES INSTALLED ON DOWN GRADIENT SIDE TEMPORARY STOCKPILE DETAIL NTS El REVISED 01:0I:2011 POSTS 1. SET POSTS AND 2. ATTACH SILT FENCE ANGLE 10' EXCAVATE A 4•XB' AND EXTEND IT TO UPSLOPE FOR TRENCH, SET POST SILT THE TRENCH. STAB ILIT'AND DOWNSLOPE. FENCE SELF CLEANING li �2 3. STAPLE THE SILT COMPACTED FENCING TO THE BACKFILL END POSTS. BACKFILL TRENCH. SILT FENCE CONSTRUCTION DETAIL N.T.S. E.00� REVISED 08/Ot/2014 DIVERSION RIDGE REQUIRED GREATER WHERE GRADE EXCEEDS 2% 2t%R ROADWAY 1 FILTER FABRIC SECTION A -A NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED IT HALL BED NE N AN AREA TABI 12 WITH S O O S L ED H CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABILIZED CONSTRUCTION ENTRANCE N.T.S. E-004 REVISED oe. of Zola SITE ENGINEER: c F _ CIVIL ENGINEEMNG ASSOCIATES, INC. 10 MANSFIELD VIEW LANE, SOUTH BURONGTON, VT Il 8-s -232a FAX s0- web: www.cee vl.com DRAWN MAB CRECXED DSM !APPROVED DSM CLIENT BOTTLING GROUP LLC P.O. BOX 660937 DALLAS, TX 5226-0937 PROJECT: PEPSI-COLA BOTTLING FACILITY 20 KAREN DRIVE SOUTH BURLINGTON, VT LOCATION MAP 1" = IWO' EROSION CONTROL DETAILS AND NOTES DATE DRAWING NUMBER 0512412017 NTS C2.1 NT PROl. N0. 17106 PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS & PROJECT ACCESS A. The Owner shall be notified five (5) days prior to commencement of Work by the Contractor. B. The Contractor will coordinate with the Owner to arrange an on -site pre -construction meeting prior to commencement of Job superintendents and subcontractors shall be any work. included in this meeting. C. The Contractor will coordinate all phases of the Work, so as not to interfere with the normal work procedures in the area. D. The Contractor shall conduct his work in such a manner as to not interfere with or endanger work or traffic in areas adjacent to the construction area, except as permitted by the Owner. The Contractor shall so arrange his construction operations as to provide access for emergency vehicles and equipment to the work site at all times. 1.02 LABOR A. The Contractor and subcontractors will employ mechanics skilled in their respective trades. B. All labor will be performed in a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor shall be responsible for initiating, maintaining, and supervising all O.S.H.A. safety precautions in connection with the Work. B. Fire Protection: The Contractor shall take all necessary precautions to prevent fires adjacent to the Work and shall provide adequate facilities for extinguishing fires. The Contractor shall also prevent fires in project related buildings and shall prevent the spread of fires to areas outside the limits of the Work. C. Safety Precautions: Prior to commencement of Work, the Contractor shall be familiar with all safety regulations and pro ctices applicable with construction operations. No additional payments will be made for equipment and procedures necessitated by these safety precautions, 1.04 CORRECTION OF WORK A. The Contractor shall promptly correct all Work rejected by the Owner as defective or as failing to conform to the Contract Documents. The Contractor shall bear all cost of correcting such rejected Work. 1.05 WEATHER CONDITIONS A. No Work shall be done when, in the opinion of the Owner, the weather is unsuitable, No concrete, earth backfill, embankments or paving shall be placed upon frozen material. If there is delay or interruption in the Work due to weather conditions, the necessary precautions must be taken to bond new Work to old. B. Protection Against Water and Storm: The Contractor shall take all precautions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. In case of damage by storm or water, the Contractor, at his own expense, shall make repairs or replacements or rebuild such parts of the Work as the Engineer may require in order that the finished work may be completed as required by the Drawings and Specifications. 1.06 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which is authorized to be reused, become the property of the Contractor and shall be promptly removed from the property. The Contractor shall receive title to all debris and/or excess material. The Owner will not be responsible for any loss or damage to debris or excess material owned by the Contractor. 1.07 PROJECT LAYOUT A. The Contractor shall be responsible for providing all necessary survey staking. 1. Locate and protect control points before starting work on the site. 2. Preserve permanent reference points during progress of the Work. 3. Establish a minimum of two permanent benchmarks on the site, referenced to data established by survey control points. a. Record locations, with horizontal and vertical data, on Project Record Documents. 1.08 TESTING A. The Contractor is responsible for obtaining testing and inspection services. SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. All excavation (unless covered in other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works. 2. Site filling. 3. Roadway structural sections. 1.02 PROTECTION A. Protect bench marks and existing structures. B. Protect above or below grade utilities which are to remain. 1.03 SUBMITTALS A. Testing laboratory reports indicating that material for backfill meets requirements of this Section. B. Field density test reports of site fill in place. C. Field density test reports for roadway structural sections in place. D. Stabilization Fabric: Submit copies of manufacturer's specifications and installation instructions. PART 2 - PRODUCTS 2.01 STRUCTURAL FILL - CRUSHED GRAVEL (ACT SPEC. 704.05, FINE) A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated pieces, soft or disintegrated stone, dirt, organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh sigNis 2" 100 1 1/2" 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 2.02 CRUSHED GRAVEL (ACT SPEC. 704.05, COARSE) A. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing�S uare Mesh Sieve 4" 95 - 100 No. 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 At least 50% by mass (weight) of the material coarser than the No. 4 sieve shall have at least one fractured face. 2.03 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, clay, friable material, debris, and organic matter, graded in accordance with ANSI/ASTM C136 within the following limits: Percent by Weight Sieve Desianatian Passino Square Mesh Sieve 3" 100 3'4' 75 - 100 No. 4 20 - 100 No. 100 0 - 20 No. 200 0 - 6 2.04 DRAINAGE COURSE (ACT SPEC. 704.16) A. Rock for drainage applications sholl be produced from natural gravels or crushed quarried rock and shall consist of clean, hard, sound, and durable material. It shall be obtained from approved sources and shall meet the following grading requirements: 2.08 GEOTEXTILE A. Subsurface Drainage Geotextile: Nonwoven needle -punched geotextile, manufactured for subsurface drainage applications, made from polyolefins or polyesters; with elongation greater than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability: Class 3; AASHTO M 288. 2. Grab Tensile Strength: 120 Ibf; ASTM D 4632. 3. Tear Strength: 50 Ibf; ASTM D 4533. 4. Apparent Opening Size: No. 70 sieve, maximum; ASTM D 4751. 5. Permittivity: 1.7 per second, minimum; ASTM D 4491. 6. UV Stability: 70 percent after 500 hours' exposure; ASTM D 4355. B. Separation Geotextile: Woven geotextile fabric, manufactured for separation applications, made from polyolefins or polyesters; with elongation less than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability: Class 3; AASHTO M 288, 2. Grab Tensile Strength: 200 Rif; ASTM D 4632. 3. Sewn Seam Strength: 222 Ibf; ASTM D 4632. 4. Tear Strength: 75 Ibf; ASTM D 4533. 5. Puncture Strength: 90 Ibf; ASTM D 4833. 6. Apparent Opening Size: No. 40 sieve, maximum; ASTM D 4751. 7. Permittivity 0.02 per second, minimum; ASTM D 4491. B. UV Stability: 50 percent after 500 hours' exposure; ASTM D 4355. 9. Weight: 4.0 oz/yd' minimum. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag locations, C. Maintain and protect existing utilities remaining which pass through work area. 0. Upon discovery of unknown utility or concealed conditions, discontinue affected work; notify Engineer. 3.02 EROSION CONTROL A. Erosion control must be installed prior to beginning any earthwork operations. Sieve Designation Percent by Weight 3.0 Passing Square Mesh Sieve 1" 100 90 - 100 " 20 - 55 No. 4 0 - 10 No. 8 0 - 10 2.05 DENSE GRADED CRUSHED STONE (ACT SPEC. 704.06) A. Dense Graded Crushed Stone should consist of a well graded crushed run stone and should meet the requirements for Vermont ACT Standard Specifications Item 704.06 Dense Graded Crushed Stone for Subbase and the gradation requirements shown in Table 704.06A of the Vermont ACT Standard Specifications. Sieve Desianatian Percent Finer by Weiaht 3)¢" 100 3" 90 - 100 2" 75 - 100 1" 50 - 80 Y2" 30 - 60 No.4 15-40 No. 200 0 - 6 2.06 RECYCLED ASPHALT PAVEMENT (RAP) 1N2" MINUS CRUSHED ASPHALT A. This material shall be free of Portland Cement and approved by the engineer prior to installation. This material shall not be mixed with gravel and shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve 2" 100 ix" 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 2.07 SAND BORROW AND CUSHION (ACT SPEC. 703.03) A. Sand Borrow shall consist of maerial reasonably free from silt, loam, clay, or organic matter. It shall be obtained from approved sources and shall meet the requirements for Vermont AOT Standard Specifications and the gradation requirements shown in Table 703.03A of the Vermont ACT Standard Specifications. Sieve Designation Percent Finer by Weight 2" 100 11r2 90 - 100 )(2' 70 - 100 No. 4 60 - 100 No. 100 0 - 20 No. 200 0 - 8 3.0 3 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped or regraded and stockpile in areas designated on site or as directed by the Engineer. B. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 4 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans. B. Excavate subsoil required to accommodate site structures, construction operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining into excavation. D. Notify engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer. 3.05 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials as shown on the drawings or directed by the Engineer; except do not, in any case, deposit materials less than three feet from the edge of a ditch. 3.06 ROADWAY EMBANKMENTS AND BERMS A. When embankments are to be made on c hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders, and stone, except where required in the construction of other items or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of an embankment. C. Frozen material shall not be used in the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, it shall be stockpiled and reserved for future use when its condition is acceptable for use in embankments. D. When an embankment is to be constructed across a swamp, muck, or areas of unstable soils, the unsuitable material shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, such as use of a stabilization fabric in place of excavation and backfill, may be utilized only after approval of same by the Engineer. E. Material being placed in embankments shall be placed in horizontal layers of uniform thickness across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material shall not be placed in embankments. F. Embankment areas shall be placed in eight -inch maximum lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required m m density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no cuss shall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be less than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence for an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors or other approved equipment. Water may also be added in excavation or borrow pits. The water shall be uniformly and thoroughly incorporated into the soil by disc, harrowing, bidding, or by other approved methods. This manipulation may be omitted for sands and gravel. When the moisture content of the material is in excess of three percent above optimum moisture content, dry material shall be thoroughly Incorporated into the wet material, or the wet material shall be aerated by disking, harrowing, bidding, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporotion. 3.07 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted in even lifts (12" maximum) to attain the required densities as follows: Modified Proctor Location ASTM D-1557 Subgrode (8") and Gravel for 95% Roads and Parking Lots General Embankments 90% UTILITY TRENCHING AND BACKFUNG PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, backfill, and compact as specified herein and as needed for installation of underground utilities. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who ore thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with all requirements of governmental agencies having jurisdiction. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Fill and backfill materials: 1. Provide backfill materials free from organic matter and deleterious substances, contoining no rocks or lumps over 6" in greatest dimension. 2. Fill material is subject to the approval of the Engineer, and is that material removed from excavations or imported from off -site borrow areas, predorrhontly granular, non -expansive soil free from roots and other deleterious matter. 3. Do not permit rocks having a dimension greater than 2" within 2' of the outside of pipe. 4. Cohesionless material used for backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no additional cost to the Owner. 2. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If the service is interrupted as a result of work under this section, immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this section, immediately notify the Engineer and secure his instructions. 5. Do not proceed with permanent relocation of utilities until written instructions are received from the Engineer. B. Protection of persons and property 1. Barricade open holes and depressions occurring as part of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all times, shall conduct his operations so as to prevent the accumulation of water, ice, and snow in excavations or in the vicinity of excavated areas, and to prevent water from interfering with the progress of quality of the work. Under no conditions shall water be allowed to rise in open trenches after pipe has been placed. D. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in a manner which will not create a hazard to public health, nor cause injury to public or private property, work completed or in progress, or public streets, nor cause any interference in the use of streets and road by the public. Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time. 3.02 TRENCHING A. Care shall be exercised by the Contractor to avoid disrupting the operation of existing facilities without prior written approval of the Engineer. B. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. C. A trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. Where feasible, trench walls shall be vertical. D. The completed trench bottom shall be firm for its full length and width. E. If indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backfill. F. Where pipes are to be placed in embankment fill, the excavation shall be mode after the embonkment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. G. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12" clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, gravel, or lean concrete as directed by the Engineer, and at no additional cost to the Owner. H. Excavation shall not interfere with normal 45' bearing splay of foundations. I. All trenching shall be in accordance with the latest OSHA requirements. J. Where utility runs traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, but in no case less than the depth shown in the Contract Documents. K. Where trenching occurs in existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfilling, 3.03 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe as specified. This material shall be either sand, gravel, or crushed stone and shall not contain large lumps and stones over one inch in diameter. As the pipe is laid, bedding material shall be extended to 6" above the pipe and leveled along the width of the trench. 3.04 BACKFILLING A. Backfilling shall not be done in freezing weather, with frozen materials, or when materials already placed are frozen. B. Unless otherwise specified or indicated on the plans, material used for backfilling trenches above the bedding area shall be suitable material which was removed during excavation or SITE ENGINEER. �=F CIVIL ENGINEERING ASSOCIATES, INC. 10 MANSFIELD VIEW LANE, SOUTHBURUNGTON VT 05403 e02-E 2323 FAX 8a2-eba2221 wse: www.cee-- r © z ➢RnwN MAB cescxE➢ DSM MFROWD DSM CLIENT: BOTTLING GROUP LLC P.O. BOX 660937 DALLAS, TX 5226-0937 PROJECT: PEPSI-COLA BOTTLING FACILITY 20 KAREN DRIVE SOUTH BURLINGTON, VT LOCATION MAP " = 1so, SPECIFICATIONS DATE 0512412017 scncE NTS PROJ. NO. 17106 C3.0 obtained from borrow and when compacted shall make a dense stable fill. The material shall not contain vegetation, porous matter, masses of roots, individual roots more than 18 inches long or )(2inchthick, or stones grenter than 50 pounds or larger than six inches in the widest dimension. C. If additional material is required, it shall be furnished from approved sources. D. Backfill material shall be evenly spread and compacted in lifts not more than 12 inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, if required, to ensure proper bond and compaction. E. Reopen trenches which have been improperly backfilled, to a depth as required for proper compaction. Refill and compact as specified, or otherwise correct to the approval of the Engineer. F. Should any of the work be so enclosed or covered up before it has been approved, uncover all such work and, after approvals have been made, refill and compact as specified, all at no additional cost to the Owner. G. Take special care in backfilling and bedding operations to not damage pipe and pipe coatings. H. No compacting shall be done when the material is too wet to be compacted properly. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper compaction. I. Backfill material shall be compacted to the following percentages of maximum dry density and the in -place moisture content shall not be more than 2% above the apt im moisture content, as determined by Modified Proctor ASTMmuD1557. 1. Around all structures, under roadway paving, shoulder and embankments - 95%. 2. All other areas - 90%. BITUMINOUS CONCRETE PAVING PART 1 - GENERAL 1.C1 SUMMARY A. Section includes: 1. Base Courses 2. Leveling Courses 3. Finish Course B. General: This work shall consist of one or more courses of bituminous mixture, constructed on a prepared foundation in accordance with these Specifications and the type of surface being placed, and in conformity with the lines, grades, thicknesses and typical cross sections shown on the plans or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. All materials and installation shall be in accordance with The Asphalt Institute Manual (MS-4) and the VAOT Standard Specifications, (Latest Edition). C. Mixing Plant: Conform to State of Vermont Standards. D. Obtain materials from same source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular subbase is wet or when the air temperature at the paving site in the shade and away from artificial heat is ce follows: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below 1 1/4" or Greater 50 Degrees or below Less than 1 1/4" PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the criteria as defined in the VAOT Standard Specifications, Division 700 for bituminous concrete. B. Gradation: Materials shall be combined and graded to meet composition limits specified in VAOT Standard Specification, Section 406.03, for the base course and finish course. Unless specifically shown on the Plans, all 1. Bituminous concrete pavement shall be designed in conformance with the design criteria for heavy duty bituminous concrete pavement. (75 blows/side) 2. All Asphalt Cement used in the bituminous concrete pavement shall be PG 58-28 (or VTrans approved mix) unless otherwise noted. C. Thickness of paving for drives and parking lots shall be as shown on the plans, consisting of base course and finish course. D. For pavement reconstruction areas due to trenching, the depth of each course shall be increased by 1/2". Pavement reconstruction caused by trench reopening due to improper placement or non -approved placement shall be performed at no additional cost to the Owner. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A. Verify that compacted granular base is dry and ready to support paving and imposed loads. B. Verify gradients and elevations of base are correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement is to match an existing bituminous pavement for a roadway or trench, the Contractor shall vertically smooth cut the existing pavement, over the existing gravel base. The smooth cut shall be thoroughly cleaned and coated with Emulsified Asphalt, RS-1, just prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom course of bituminous concrete pavement is left over the winter, or paving is to be made over an existing bituminous concrete pavement, the existing surface shall be cleaned and Emulsified Asphalt applied before the next course is applied. B. Also apply to contact surfaces of curbs. C. Coat surfaces of manhole and catch basin frames with oil to prevent bond with asphalt pavement. Do not tack coat these surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness identified on the plans. B. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact in areas inaccessible to rolling equipment. C. Develop rolling with consecutive passes to achieve even and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new pavements or between successive day's work shall be made so as to insure o thorough and continuous bond between the old and new mixtures. Whenever the spreading process is interrupted long enough for the mixture to attain its initial stability, the paver shall be removed from the mat and o joint constructed. B. Butt joints shall be formed by cutting the pavement in a vertical plane at right angles to the centerline where the pavement has a true surface as determined by the use of a straight -edge. The butt joint shall be thoroughly coated with Emulsified Asphalt, Type RS-1, just prior to depositing the paving mixtures. C. Longitudinal joints that have become cold shall be coated with Emulsified Asphalt, Type RS-1, before the adjacent mat is placed. If they have been exposed to traffic, they shall be cut back to a clean vertical edge prior to painting with the emulsion. D. Unless otherwise directed, longitudinal joints shall be offset at least 6" from any joint in the lower courses of pavement. Transverse joints shall not be constructed nearer than one foot from the transverse joints constructed in lower courses. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot straight -edge at selected locations parallel with the centerline. Any variations exceeding 3/16 of an inch between any two contacts shall be satisfactorily eliminated. A 10 foot straight -edge may be used on a vertical curve. The straight -edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 inch. C. Variation from True Elevation: Within 1/2 inch. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic on surfaces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such pavement shall be repaired at the Contractor's expense. If the Contractor fails to make such repairs promptly upon receipt of notice to do so from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all costs incurred in making such repairs. DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Culvert pipe and appurtenances. 2. Stone fill. 3. Drainage Structures 1.02 REFERENCES A. Vermont Agency of Transportation Standard Specifications, Latest Edition. 1.03 SUBMITTALS A. Manufacturers technical data for: 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ells, tees, reducing tees, wyes, couplings, increasers, crosses, transitions and end caps of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer. B. All culverts and storm drains shall meet the requirements of Section 601 of the Standard Specifications. 2.02 DRAINAGE PIPE & PERFORATED PIPE A. Culvert / Drainage Pipe 1. Corrugated Polyethylene pipe and fittings (smooth interior) meeting the requirements of AASHTO M-294 and M-252 2. for drainage piping installed by directional boring techniques, use PE 3408 high density polyethylene pipe meeting ASTM D3350 Standard (SDR 11 or better) 2.03 CONCRETE STRUCTURES A. ASTM C478, sized as indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covers: 1. Grey cast iron, ASTM A48, as shown on plans. 2.05 STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety chrysotile (asbestos). The least dimension of the stone shall be greater than 1/3 of the longest dimension. The stone fill shall be reasonably well graded from the smallest to the maximum size stone specified so as to form a compact mass when in place. 1. Type 1 - The longest dimension of the stone shall vary from 1 inch to 12 inches, and at least 50 percent of the volume of the stone in place shall have a dimension of 4 inches. 2. Type II - The longest dimension of the stone shall vary from 2 inches to 36 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 12 inches. 3. Type III - The longest dimension of the stone shall vary from 3 inches to 48 inches and at least 50 percent of the volume of the stone in place shall have a least dimension of 16 inches. 4. Type IV - The longest dimension of the stone shall vary from 3 inches to 60 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 20 inches. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which storm sewer system work is to be installed and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 GENERAL A. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over -excavations with fill material. B. The slopes shall be graded to match the grade as shown on the plans. Where required, end sections shall be placed and backfilled to prevent undermining. C. Remove large stones or other hard matter which could damage drainage structures or impede consistent backfilling or compaction. 3.04 INSTALLATION OF PIPE A. All pipe and fittings shall be carefully examined for defects and no pipe or fittings shall be laid which are known to be defective. If any defective piece is discovered after laying, it shall be removed and replaced at the Contractors expense. All pipes and fittings shall be cleaned before they are laid and shall be kept clean until accepted in the completed work. B. The pipe sholl be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shall be laid as to form a close joint with the next adjoining pipe and to bring the inverts continuously to the required grade. C. Unless otherwise permitted by the Engineer, the Contractor shall provide for the temporary diversion of water to permit the installation of the pipe in a reasonably dry trench. D. Where the pipe is to be laid below the existing ground line, a trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. E. The completed trench bottom shall be firm for its full length and width. F. If indicated on the plans or directed by the Engineer, unsuitable foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with Granular Backfill, or other specified or approved material. G. The Contractor shall take all necessary precautions to prevent floatation of the pipe in the trench. H. When pipe laying is not in progress, the open ends of the pipe shall be closed with temporary watertight plugs. If water is in the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe is eliminated. 3.05 MANHOLES A. Precast concrete structures: 1. Place precast concrete structures and covers as shown on the Drawings. 2. Where manholes occur in pavement, set tops of frames and covers flush with finish surface. 3. Provide rubber joint gasket complying with ASTM C443. WATER SUPPLY SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Pipe Materials 2. Hydrants 3. Valves 4. Fittings 5. All other appurtenances necessary to complete the water main system as shown on the Contract Plans. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, indicating compliance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materials and the installation procedure shall be in accordance with the Department of Environmental Conservation, Water Supply Division and the applicable construction ordinances of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing tees, wyes, couplings, Increasers, crosses, transitions and end caps of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 WATER MAIN MATERIAL C-900 PVC WATER MAIN A. Pipe shall be C-900 (DR-14 200 psi) PVC (sizes as shown on the plans) conforming to current AWWA C-900, latest revision and shall be ILL and FM approved. Larger size mains will be required if necessary to allow withdrawal of the required fire flow while maintaining the minimum pressure specified in the VT Water Supply Rule, Chapter 21, 8.1.1. Any proposed departure from minimum requirements shall be justified by hydraulic analysis and future water use assessment, and will be considered only in special circumstances (VT Water Supply Rule, Chapter 21 8.1.4). Push -on joint accessories shall conform to applicable requirements of ANSI/AWWA C111/A21.11. B. When a pipe material is specifically noted on the contract drowings,the contractor/developer shall not hove the option of utilizing any other pipe material. Galvanized pipe or fittings shall not be used in any water system owned or maintained by the Town. The Town Water Department requires the use of polyethylene pipe sleeve encasements and/or alternate pipe materials in known or suspected corrosive soil conditions. DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iron Class 52 (sizes as shown on the plans) conforming to current ANSI/AWWA C151/A21.51 latest revision. Push -on joint pipe shall be minimum thickness Class 52. Push -on joint accessories shall conform to applicable requirements of ANSI/AWWA C111/A21.11. B. Pipe shall be cement mortar lined on the inside in accordance with ANSI Specification A21.4 except that the cement lining thickness shall not be less than 1/8 inch. A plus tolerance of 1/8 inch will be permitted. C. Pipe shall be given an exterior petroleum asphaltic coating in accordance with ANSI/AWWA Specification C151/ASNI A21.51. D. Pipe shall be poly wrapped with a minimum thickness of 4 mil poly in accordance with AWWA Specification C105 / ANSI A21.5, unless approved otherwise. 2.03 FITTINGS A. Ductile iron fittings shall conform to ANSI/AWWA C110/A21.10, 350 PSI working pressure. Ductile iron fittings larger than twelve inches (12") shall have a standard body length equal to Class 250 Cast Iron fittings. Cast Iron Class 250 fittings will be allowed in lieu of ductile iron fittings larger than twelve inches (12"). Ductile iron fittings shall be rated for 250 p.s.i. However, twelve inch (12") and smaller may be rated for 350 p.s.i. with the use of special gaskets. All ductile iron compact fittings sholl conforming to AWWA/ANSI C153/A21,53 standards. S. Anchor tees shall be standard mechanical joint tees except that the branch is plain Class 250 cast iron or Class 350 ductile iron, cement lined, conforming to ANSI/AWWA C110/ A21.10, C111/A21,11, and 0104/A21.4. Anchor tees shall be Clow F-1217, U.S. Pipe U5-92 or equal. C. Mechanical Joint restraints shall be incorporated into the design of the follower gland and shall include a restraining mechanism which, when actuated, imparts multiple wedging action against the pipe increasing its resistance as the pressure increases. Flexibility of the joint shall be maintained after burial. Glands shall be manufactured of ductile iron, and have a minimum working pressure of 350 psi. Twist off nuts (i.e. mega -lug) or equal shall be used to ensure proper actuating of the restraining devices. Contractors may also use approved grip ring (or equal) retainer glands. D. Bolts shall conform to ANSI Specification A21.10. E. Pipeline couplings shall conform to AWWA Standards C110 and ANSI A21.10. Mechanical joint connecting pieces of proper diameter shall be installed in accordance with the manufacturer recommendations and at locations directed by the plans or the Town Water Department. F. All fittings shall be restrained; double poly wrapped and have concrete thrust blocks poured in place as defined herein. 2.04 TAPPING SLEEVES AND VALVES A. The Town Water Department shall be notified whenever a proposed tap is to be made on any transmission main within the municipal system. B. Only approved tapping companies shall be allowed to perform wet taps on any Town Water Department water mains. C. All materials used when tapping for a branch connection or interconnection from any Town Water Department water transmission or distribution pipelines shall be specified below 2.05 TAPPING SLEEVES For use on existing asbestos cement, gray cast iron, ductile iron or PVC C-900 pipe: A. Tapping sleeves shall be of the split sleeve design, constructed with two solid half -sleeves bolted together. Sleeves shall be constructed of ductile iron, shall have a working pressure of at least 250 psi, and shall have mechanical joint ends with end and side gasket seals. B. All iron body tapping sleeves shall be provided with a 3/4" NPT test plug, or other provisions must be made for air testing the valve and sleeve at maximum working pressure, prior to tapping. C. All bolts and nuts for mechanical joints of tapping sleeves shall be of high -strength cast iron or high -strength, low -alloy steel conforming to ANSI/AWWA C111/A21.11, D. All bolts and nuts for flanged joints of tapping sleeves shall be of high -strength, low carbon steel conforming to ANSI/AWWA C110/A21.10. E. All bolts and nuts shall be sound, clean, and coated with a rust -resistant lubricant; their surfaces shall be free of objectionable protrusions that would interfere with their fit in the made-up mechanical or flanged joint. 2.06 TAPPING VALVES A. Tapping valves shall conform to ANSI/AWWA C509 Standard for Resilient -Seated Gate Valves for Water and Sewage Systems, except as modified herein. Valves shall open counterclockwise and shall have a minimum working pressure of 200 psi. Inlet flanges shall be Class 125 conforming to ANSI Specification B16.1 or ANSI/AWWA C1IO/A21.10, and outlet connection shall be Standardized Mechanical Joint unless specified otherwise on the drawings for the type of pipe required for the branch or lateral pipeline. B. Tapping valves over sixteen inches (16") diameter shall be installed with their stems horizontal, shall be equipped with rollers, tracks and scrapers, and shall be provided with bypass valves unless otherwise specified. C. Buried tapping valves shall be provided with a two inch (2") square wrench nut and shall be installed with a cast iron valve box as required to allow positive access to the valve operating nut at all times. In installations where the depth from grade to top of valve operating nut is greater than 5'0", a valve stem riser shall be provided and installed such that the depth from valve stem riser nut to grade is from four feet to five feet (4'-5'), (minimum length of valve stem riser is two feet (2')). Valve stem riser shall be of high strength steel and of welded construction. D. All contractors (or others) who apply for water line tapping permits shall submit complete specifications of the tapping material they Intend to use at the time the topping permit application is submitted on 8 1/2" x 11" shop drawing sheets E. All bolts and nuts used with all pipe sleeves shall, upon final tightening and testing, be brush coated heavily with bitumastic cold -applied material to thoroughly cover all exposed surfaces of the bolts and nuts. 2.07 GATE VALVES -RESILIENT SEAT A. Valves shall be manufactured to meet all requirements of AWWA Specification C509, latest edition. Valves twelve inches (12") and smaller shall be bubble tight, zero leakage at 200 psi working pressure. Valves shall have non -rising stems, open counter clockwise, and provide a two inch (2") square operating nut with arrow cast in the metal indicating direction of opening. Each valve shall have maker's name, pressure rating and year in which manufactured cost on the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate valves shall be Mueller, Kennedy, AFC, or approved equal. S. Buried volves shall be installed with a gate valve box. C. Gate valves shall normally be placed a maximum of five hundred feet (500') apart. Tee intersections shall have a minimum of three (3) gate valves. Cross sections (four way intersections) shall have a minimum of four (4) valves. D. The Town Water Department may require all bolts, studs and nuts be made from a corrosion resistant -material stainless steel. SITE ENGINEER: r CIYIL EN,INE:kIPIG ASSOCIATES, INC. 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 8028842323 FAX W28N2271 web: www.cee-wcan DRAWN MAB olsr.D DSM APPROVED DSM CLIENT: BOTTLING GROUP LLC P.O. BOX 660937 DALLAS, TX 5226-0937 PROJECT: PEPSI-COLA BOTTLING FACILITY 20 KAREN DRIVE SOUTH BURLINGTON, VT LOCATION MAP SPECIFICATIONS 0512412017 SCALE NTS PROD. NO. 17106 C3.1 2,08 VALVE BOXES A. Valve boxes shall be of the three-piece Cast iron slide -type with a minimum inside shaft diameter of five and one quarter inches (5 1/4") and a six foot (6') trench depth. Valve boxes shall not transfer loads onto the valve. B. Valve boxes shall have a cast iron cover, marked "WATER". The boxes shall be dirt tight with the top of the cover flush with the top of the box rim.countersunk brass pentagon plug for paved or concrete areas, and standard two holes for grass areas. Curb box couplings and extensions will be the same material as the curb box. Both cover and upper section of the box shall be able to be located with an aqua type metal locator. C. All service connections shall be installed to the curb stop for all building lots before the street is paved. D. Valve boxes located in roadways shall have one non -adjusting paving riser of a height ranging from one and a half inches (1.5") to six inches (6") as needed to be brought to final pavement grade. 2.09 BACKFLOW PREVENTION DEVICES A. No water service connection Shull be approved or maintained by the Town Water Department unless the water supply is protected as required by State laws, regulations and ordinances. The type of protective device shall depend on the degree of hazard that exists. In general, backflow devices designed to protect potable water supplies in accordance with national plumbing codes for non -health hazard cross connections and continuous pressure applications shall be used, i.e. Watts Series 007 or approved equal. Watts Series 709 Double Check Valve Assembly or approved equal shall be installed on all sprinkler systems. A shop drawing detail assembly showing backflow devices and meter placements shall be required by the Town Water Department. 2.10 PIPE BEDDING A. Water lines shall be laid and maintained on lines and grades established by the plans for the project. Pipeline trenches shall be excavated to the width and depths shown on the plan typicals. Pipeline trenches in which pipe is to be laid directly on the trench bottom shall not be excavated entirely by machinery, but shall be finally excavated by hand tools such that the trench shall have a bottom shaped to support the pipe throughout its entire length by firm and undisturbed material. Pipeline trenches, for which bedding is required, may be excavated to the required depths using machinery. No pipe shall be laid directly on ledge, hard shale or a very compact glacial till. When an unstable trench bottom is encountered and the Town Water Department determines that it cannot support the pipe adequately, an additional depth shall be excavated and refilled to the pipe invert with approved material at the contractors expense. Pipeline trenches shall be dry during the laying of pipe. Wood supports under pipe shall be removed prior to backfilling. Pipeline installation procedures can be found in AWWA Standard C600. R. Bedding material shall consist of crushed or natural stone conforming to ASTM D2321. Sieve 1" Screen 100% ?'a" Screen 100% kz" Screen 90 - 100% 36" Screen 40 - 70% No. 4 Sieve 0 - 15% C. Bedding and blanket material shall be Class II material (ASTM 02321) consisting of clean, granular material (sand), particle size limits described as follows: 211 Percent Passing No. 4 100% No. 100 30% No. 200 12% 2.11 PIPELINE INSULATION A. Approved waterlines with less than six feet (6'-0") of cover over the crown, that cross a storm sewer, or where indicated on the plans, shall be protected against freezing by the installation of two inch (2") thick highest available density extruded polystyrene insulating sheets or equivalent. Sheets shall be the the lesser of 3' or 2 x diameter of the pipe. The be shall be placed six inches (6") above the crown after placement of four to six inches (4" - 6") of clean medium or coarse sand below the pipe bottom and four to six inches (4" - 6") above the crown. Joints shall be overlapped so there is no gap that will allow frost to penetrate. Care shall be exercised during backfill and compaction over the polystyrene sheets to prevent damage to the sheets. The polystyrene sheets shall meet the comprehensive strength requirements of ASTM D1621-73. In no cases shall the waterline have less than four feet (4') of cover over the top of the pipe.When water line passes within 5 feet of a catch basin install 2" min. rigid insulation, polystyrene sheets, between water line and Co. 2.12 POLYETHYLENE PIPE ENCASEMENT A. Polyethylene pipe encasement may be required in areas of corrosive soils and shot] conform to current ANSI/AWWA C105/A21.5 Specifications. Minimum material requirements for the polyethylene film shall be high density, cross laminated virgin polyethylene 4 mil film. The Town Water Department reserves the right to specify Polyethylene pipe, C-900, in areas of corrosive soils. B. The polyethylene encasement shall prevent contact between the pipe or fittings and the surrounding backfill and bedding material and shall be installed as outlined in Section 4.1 of the above ANSI/AWWA standard. 2.13 CONCRETE FOR THRUST BLOCKS A. Concrete shall be Portland Cement concrete of 3,000 psi minimum 28 day compressive strength. ASTM C-94 specification for transit mixed concrete shall control the ncrets quality. A maximum water cement ratio of 6 gallons per sack and a maximum slump of four inches (4") will be allowed. 2.14 FIRE HYDRANTS AND HYDRANT BRANCHES A. Fire hydrants shall be Mueller Super Centurion 250, Figure A-423, Kennedy K-81 D, or Waterous Pacer Hydrant and shall conform to AWWA C502 with the following specifications: 1. Main Valve Opening: 5 1/4 inches 2. Nozzle Arrangement: Two 2 1/2 inch Hose Nozzles with National Standard Thread (NST) 3. One 4 1/2 inch Pumper Nozzle with National Standard Thread (NST) 4. Inlet Connection: 6 inch Mechanical Joint, "Mega -Lug" or equivalent retaining gland and concrete thrust block 5. Operating Nut: Standard 1 1/2 inch Pentagon 6. Direction of Opening: Counterclockwise 7. Depth of Bury: Six-foot cover. The hydrant shall have at least 15 inches and no more than 21 inches between the bottom of the steamer cap and the ground. B. Drain: The hydrant shall be non -draining or have the drains permanently plugged. 9. Color: Red enamel 10, Other: Hydrants shall be compression type closing with the pressure. Hose and pumper nozzles shall be 1/4 turn type secured by stainless steel or corrosion resistant pins or screws. Pressure seals behind the nozzle flanges shall be "0" rings. A breakable coupling retained in place by stainless steel or corrosion resistant pins shall make the union between the upper and lower stems. The two-piece traffic flange shall be held in place by nuts and bolts. The upper barrel shall be able to rotate 360 degrees without removing any bolts. Hydrant flags shall be required and supplied for each hydrant. Wherever a traffic hazard appears to exist, curbing and/or bollards shall protect the hydrant. B. For single-family house subdivisions, there will be at least one hydrant of each intersection and a maximum of five hundred feet (500') between hydrants with a minimum water flow of 500 gallons per minute (gpm) at the flow hydrant with a 20-psi residual pressure at the residual hydrant. Hydrants should be located immediately adjacent to street property lines. A 20' x 20' easement will be required around all hydrants. No structures or plantings are to be placed within a 20' x 20' area of any hydrant. C. Where dead-end mains occur, they shall be provided with a fire hydrant if flow and pressure meet minimum requirements. If flows and pressure are not sufficient, then on approved flushing hydrant or blow off shall be installed for flushing purposes. Flushing devices should be sized to provide flows which will give a velocity of at least 2.5 feet per second in the water main being flushed. The open end of a blow off must be capped and terminate at least eighteen inches (18") above grade. D. When set in lawn space between the curb and sidewalk, no portion of the hydrant or nozzle cap will be less than one foot off the gutter face of the curb or edge of the sidewalk. Hydrants shall be a minimum of four feet (4') and a maximum of six feet (6') from the edge of the sidewalk to the closest point on the hydrant when placed behind the sidewalk. In the absence of a curb or sidewalk, no hydrant shall be placed more than six feet (6') from the edge of pavement. Hydrants shell be located so as to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. 2.15 HYDRANT ASSEMBLIES A. Hydrant assemblies shall consist of an anchor tee, a six inch (6") mechanical joint gate valve conforming to the above specifications, the appropriate length of six inch (6") Ductile Iron Cement Lined, Class 52 pipe, all necessary anchor couplings and approved restraining glands, the fire hydrant and appropriate thrust block. B. Care shall be taken to prevent damage to hydrants and appurtenances during handling and installation. All materials shall be carefully inspected for defects in workmanship and materials; all debris and foreign material cleaned out of the hydrant bowl; all operating mechanisms operated to check their proper functioning, and all nuts and bolts checked for tightness. All hydrants shall be carefully incorporated in the water main and supported in their respective positions free from distortion and strain. Hydrants shall be set plumb. All hydrants shall be oriented to most efficiently allow fire truck access and connection for emergency purposes. They shall be installed away from the curb line at sufficient distance to avoid damage from or to vehicles. Traffic model hydrants shall be installed so the breakaway flange is not less than two inches (2"), nor more than six inches (6") above the established grade, according to manufacturer recommendations. Hydrant locations are subject to the approval of the Town Water Department and the appropriate anunicipalitys fire department. Installation for fire hydrants can be found in AWWA Standard C600. 2.16 SERVICE CONNECTIONS A. Service lines shall be installed so as to run perpendicular, in a straight line from the water main to the curb stop. B. Each service shall consist of a corporation, curb stop, copper tubing and a curb box with a cast iron or stainless steel service rod. Service lines from three-quarter to two inch (3/4" to 2") shall be copper tubing from the corporation stop to the curb stop. Copper tubing shall be type "K", soft temper, conforming to ASTM B88. The name or trademark of the manufacturer and type shall be stamped at regular intervals along the pipe. Copper service pipe shall be one piece from the corporation to the curb stop. The minimum service for a single-family residence shall be three-quarter inch (3/4"). The minimum service for a duplex shall be one inch (1"). C. Corporations shall be AY McDonald or Cambridge Brass Low -Lead and manufactured in accordance with AWWA C800. Corporations shall have threads per AWWA C800 Table 7 / Figure 2, at the inlet and a compression type fitting at the outlet. Both inlet and outlet shall be the same size. Three-quarter inch and one -inch corporations shall be directly tapped into ductile iron pipe six inches (6") and larger in diameter. Larger size corporations up to two inches (2") shall use a tapping saddle. Pipe less than six inches W.) shall require the use of a tapping saddle and corporation. Corporations shall be used for all taps up to two inches (2"). In no instance, except when o tapping sleeve and valve are used, shall a tap be made without a corporation. Corporations shall be Mueller 110 (3/4" - 1"), or Mueller H 15013 (1 1/2" - 2"). A connection made to a pipe that requires a tapping saddle or is not ductile iron will have a body with a suitable outlet, seal, and suitable means for attachment to the main. The body shall be made to conform to the outside configuration of the main. The service saddle shall be designed to provide a drip tight connection. The body shall be Teflon or Epoxy coated with stainless steel strap(s), bolts, nuts, and mechanism for attaching to the pipe barrel. D. Curb stops shall be a ball valve type with a minimum allowable pressure rating of 300 psi and be manufactured in accordance with AWWA C800. The curb stop shall open left, have a positive stop, be full port, provide drip -tight shutoff in the closed position and be of the tee design or flat design. No curb stop shall have the ability to drain the service line. Both the inlet and outlet of the curb stop shall have compression type fittings. The tee head of the curb stop shall have the provision for the connection of a service rod. Curb stops shall be AY McDonald or Cambridge Brass Low -Lead, or approved equal. The curb stop shall rest on a four inch by eight inch by sixteen -inch (4" x 8" x 16") concrete block for support. Curb stops shall be installed just inside the municipality R.O.W. E. Curb boxes shall be of sliding adjustable type capable of adjusting from five feet to six feet (5' - 6') (Erie Style). The base of the box shall be arch type so as to prevent the box from resting on the curb stop. The adjustable upper section shall be one inch (1") diameter for use with 3/4" and 1" curb stops. For larger curb stops, the upper section shall be 1 1/4" in diameter. Stationary rods affixed to the key of the curb stop with a brass pin shall be thirty inches (30") in length for 3/4" and 1" curb stops and twenty-four inches (24") for large curb stops. Curb box rods may be cost iron or stainless steel, as determined by the Town Water Department. The word "WATER" shall be inscribed on the cover of the box. PART 3 - EXECUTION 3.01 INSTALLATION A. Contractors shall notify the Town Water Department and Dig Safe at least seven days prior to any work on the water system. B. Skilled workers experienced in such work shall install all items. Tools shall be adequate for the work and in good condition so as to produce good, clean cut threads of the correct size, pitch, and taper. C. Installation of all water lines shall be in accordance with the latest version of AWWA C600 or AWWA C605 , as applicable, current edition. D. Connection to an existing water main shall be done under the supervision of and with the approval of the -awn Water Department. It is the applicant's, developers, or owner of record's responsibility to secure ALL necessary connection permits and pay ALL applicable fees to make the connection, and to coordinate all parties involved in the process. The engineer and the Town Water Department shall be notified at least two working days in advance of the intended connection time. No existing valves, hydrants, curb stops, etc. shall be operated without prior approval of the Town Water Department. The Town Water Department shall operate all valves initially to ensure the integrity of the valve. The Town Water Department may then allow the contractor to operate those valves. Any damage occurring after the use of any valve operated by the contractor shall be the contractor's responsibility. E. Care shall be taken to prevent damage to valves and other appurtenances during handling and installation. All materials shall be carefully inspected for defects in workmanship and materials; all debris and foreign matter cleaned out of valve openings, etc.; all operating mechanisms operated to check their proper functioning, and all other nuts and bolts checked for tightness. Valves and other equipment, which do not operate easily, or are otherwise defective, shall be replaced. All valves shall be carefully incorporated into the water main and supported in their respective positions free from oil distortion and strain. Valves and valve boxes shall be set plumb. Valve boxes, besides being plumb, shall be centered directly over the valves. F. All pipes showing cracks shall be rejected. If cracks occur in the pipe, the contractor may, at his own expense and after approval of the Town Water Department, cut off cracked portions at a point at least twice the pipe diameter from the visible limits of the crack and use the sound portion of the Pipe G. All water mains shall have no less than six feet (6') of cover unless waived by the Town Water Department. The pipe shall be laid to conform to the lines and grades indicated on the Department. The Town Water Department may restrict work before November 15 and after April 1 during adverse weather conditions. The Town Water Department may not allow excavating for water mains during the winter months except by special permission for emergencies. Each pipe shall be laid sa as to form a close joint with the next adjoining pipe and to bring the inverts continuously to the required grade. In no cases shall the waterline have less than four feet (4') of cover over the top of the pipe. H. Temporary support, adequate protection, and maintenance of all underground structures, drains, sewers and other obstructions encountered in the progress of the work shall be provided at all times. If utility service is interrupted as a result of work for the project, the contractor shall immediately restore service by repairing the damaged utility at the contractor's expense. I. At all times, when pipe laying is not actually in progress, the open ends of the pipe shall be closed by temporary watertight plugs or by other approved means. If water is in the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe has passed. During construction, the contractor shall conduct operations so as to prevent the accumulation of water, Ice, and snow in the vicinity of excavations or in the vicinity of excavated areas, and to prevent water from interfering with the progress and quality of the work. J. Under no conditions shall water be allowed to rise in open trenches after pipe has been to id. K. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in a manner that will not create a hazard to public health, nor cause injury to public or private property, work completed or in progress, or public streets. Disposal shall not cause any interference in the use of streets and roads by the public. Pipes under construction shall not be used for drainage of excavations. L. Any deflection of joints in pipe up to twelve -inch (12") diameter shall be within the limits specified by the manufacturer, but not to exceed five degrees or nineteen inches (19") per eighteen feet (18') of pipe length. M. Concrete thrust blocks shall be installed on all hydrants, plugs, tees, and bends deflecting 11 1/4 degrees or more. Concrete thrust blocks shall be used in conjunction with "Mega -Lug" restraining glands or equivalent. Core shall be taken to ensure that concrete will not come into contact with flanges, joints, or bolts. The required area of thrust blocks shall be indicated on plan typicals and approved by the Town Water Department. Concrete shall be placed against undisturbed soil. Wooden side forms or equal shall be provided for thrust blocks. No backfilling shall be allowed until concrete masonry has set sufficiently. Where directed by the Town Water Department or engineer, concrete encasement of the waterline may be made for stream crossings and similar purposes. Where required on the plans or as directed by the Town Water Department or engineer, a concrete cradle shall be used to bolster and strengthen the pipe. The Town Water Department or his designee shall inspect all thrust blocks prior to backfilling. N. All trenching safety standards shall be in conformance with all applicable State and Federal guidelines. The contractor shall be solely responsible for any safety citations by State or Federal inspectors. 0. There shall be no physical connection between the distribution system and any pipes, pumps, hydrants, or tanks that ore supplied with water that is, or may be, con taminoted. P. As necessary, temporary PVC markers shall be supplied at all gate valves, curb boxes, and at the end of water lines to a minimum of twelve inches (12") above finish grade until accepted by the Town Water Department. Q. All surplus material and debris shall be removed as the project progresses, leaving all areas clean and presentable. R. Unless otherwise required, all paving and sidewalks that may be damaged during construction shall be replaced with the some kind of material that previously existed. S. The contractor shall be responsible for proper protection of persons and property on the project. The contractor shall barricade open holes and depressions occurring as part of the work, and post warning lights on adjacent property to or with public access. T. Warning lights shall be operated during hours from dusk to dawn and as otherwise requested. J. The contractor shall protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by construction operations. V. No water lines shall be installed after November 15 or before April 1 without prior approval of the Town Water Department. 3.02 BACKFILLING A. Trenches shall be backfilled to subgrade with, wherever possible, material excavated from the trench, and shall be done only after the approval of the Town Water Department. Material for backfilling shall be free of roots, stumps, and frost. Backfill shall not be placed on frozen material. Materials used for backfilling trenches shall be free of stones measuring more than twenty four (24) pounds. No stones measuring over three inches (3") in the longest dimension shall be placed within one foot (1') of the pipeline being backfilled. Stones found in the trench shall be removed for a depth of at least six inches (6") below the bottom of the pipe. In general, use of blasted rock as trench backfill will not be permitted. B. Backfill material shall be tamped in layers around the pipe to a sufficlent height above the pipe to adequately support and protect the pipe. Backfill for pipelines shall be placed In six inch (6") lifts, each lift being compacted to not less than 95% of maximum dry density as determined by the AA5HTO-T-99 Standard Proctor. If conditions warrant, the backfilling of trenches may be done with mechanical equipment. Particular precautions shall be taken in the placement and compaction of the backfill material in order not to damage the pipe, pipe coating or structure. The backfill shall be brought up evenly. Around valve boxes, the backfill shall be tamped to a distance of four feet (4') on all sides of the box, or to the undisturbed trench face, if less than four feet (4'). Backflling in all public roadways shall be so compacted as to leave no depression in the road. Additional backfill requirements may apply within State or local Highway Right -of -Ways. All public road surfaces shall be restored to a condition at least equal to that which existed prior to the start of construction. Precautions shall be taken against undue damage to existing surface materials. C. No compacting shall be done when the material is too wet to be compacted properly. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other precautions are token as may be necessary to obtain proper compaction. D. Surplus excavated materials shall be disposed of in a satisfactory manner. Surplus material or spoil shall be removed promptly and disposed of so as not to be objectionable to abutters or the general public. E. Trenches that have been improperly backfilled, enclosed or covered before inspection of fittings and joints shall be reopened and re-backfilled at the contractor's expense. 3.03 WATER/SEWER SEPARATION A. Water mains crossing sewers shall be laid to provide minimum vertical distance of eighteen inches (18") between the outside of the water main and the outside of the sewer line. This shall be the case where the water main is either above or below the sewer. At crossings, one full length of pipe shall be located so both joints will be as far from the sewer as Possible. This vertical separation shall be maintained for that Portion of the water main located within ten feet (10') horizontally of any sewer it crosses. Water mains must be laid at least five feet (5') horizontally from any existing or proposed storm sewer and ten feet (10') from any existing or proposed sanitary sewer. B. When it is impossible to obtain horizontal and vertical separation on new installations, both the water main and n shall be constructed of waterworks material with watertight joints and shall be pressure tested before backfilling. A PVC sleeve may be required for one or both mains in addition to the waterworks material. Lines may also be encased in concrete as required by the Retail Department. No water main shall pass through or come in contact with any part of a sewer manhole. C. Distribution lines shall not be placed closer than fifty feet (50') horizontal distance from any septic tank or leach field unless approved by the VT Water Supply Rule Provisions under Chapter 21.8.6.4 or the Town Water Department. D. Force main crossing shall be arranged so that at least one full length of sewer pipe is centered above or below the water line, with the sewer joints as for as possible from the water joints. The new force main line shall be constructed to water main standards for a minimum of twenty feet (20') on either side of the crossing. The section constructed to water main standards shall be pressure tested to maintain 50 psi for fifteen (15) minutes without leakage prior to backfilling. In those areas that proper cover cannot be provided, proper insulation shall be installed. E. Sewer and waterline separation shall conform to oil VT Water Supply Rule requirements, and installed in accordance with the latest edition of the "Ten States Standards - Recommended Standards for Water." 3.04 TESTING AND DISINFECTION A. All water mains shall be constructed, tested and disinfected n accordance with AWWA Standards C-500, C-605, C651 and The Vermont Water Supply Rule. All tests shall be conducted by and at the expense of the Contractor. 1. The Contractor shall furnish all gauges, testing plugs, caps and all other necessary equipment and labor to perform leakage and pressure tests in sections of an approved length. Each valved section, including hydrant laterals, or a maximum length of 1,000 feet of pipe shall be tested. The Contractor shall provide at his own expense any additional taps to the water line necessary to perform the pressure and leakage test between valves. All didinfection/testing shall be completed by on independent third party unless otherwise approved by the Engineer or local municipality. 2. All water required for testing shall be potable. All testing Shall be conducted in the presence of the Engineer. 3. The Contractor shall make the necessary provisions to tap the pipe at the high point to release all air and shall plug some after completing the test. Hydrants or Nowell, located at high points may be used for air release In lieu Of taps if approved by the Engineer. 4. For the pressure test, the Contractor shall develop and maintain for two hours, 150% of the working pressure, or 200 psi, whichever is greater. Failure to hold within 5 psi of the designated pressure for the two hour period constitutes a failure of the section tested. S. No pipe installation shall be accepted if the leakage is greater than that determined by the following. Maximum allowable leakage will be: L= SO J P or L= NO J P 148,000 7,400 whichever is less Where: L - allowable leakage, in gallons per hour S = length of pipe tested, in feet D = nominal diameter of the pipe, in inches P average test pressure during the leakage test, h pounds per square inch (gauge). N = Number of joints in the pipeline tested All testing shall be conducted in accordance with AWWA C600 (latest edition) 6. Should any section of pipe fail either the pressure or leakage test, the Contractor shall do everything necessary to locate and repair or replace the defective pipe, fittings, or joints at no cost to the Owner. 7. Disinfection: Disinfection of the pipeline shall be directed by the Engineer and at the Contractor's expense. AWWA Standard C-651 shall be used as a basis for the disinfection process. B. The Engineer or Town Water Department will require as minimum: 1. Complete flushing of the pipeline to wash out all dirt, debris, etc. which may have accumulated in the pipeline during construction. A reducing agent shall be used at the point of flushing to eliminate the free chlorine residual per the direction of the Town Water Department. 2. Following flushing to clean clear water, the Contractor will add chlorine through continuous feed to the entire pipeline volume of water such that the water will have not less than 25 1 free chlorine, and let the mixture set for at least 24 hours. SITE ENGINEER: it- rIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFIELO VIEW LANE, SOUTH BURLINGTON, VT OW so S- 2= FAx: soz-aea-zzrl wan: --re, DRAWN MAB CHECKED DSM APPROVED DSM CLIENT: BOTTLING GROUP LLC P.O. BOX 660937 DALLAS, TX 5226-0937 PP,OJFCT: PEPSI-COLA BOTTLING FACILITY 20 KAREN DRIVE SOUTH BURLINGTON, VT LOCATION MAP i" = 150V SPECIFICATIONS 05/24/2017 SCALE NTS PRO). Na. 17106 C3.2 a 3. After the 24-hour duration, the water in the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L are found, then the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual is indicated by test. 4. Upon successful completion of step 3 above, the pipeline shall be flushed again until the chlorine concentration in the pipeline is no higher than that prevailing in the supply system. A reducing agent shall be used to eliminate the free chlorine residual in the Flushing process per the direction of the Town Water Department. C. After final flushing and before the new water main is connected to the distribution system, two consecutive sets of acceptable samples, token of least 24 hours apart, shall be collected from the new main, and submitted to the Vermont Health Department for analysis. At least one set of samples shall be collected from every 1,000 feet of the new water main, plus one set from the end of the line and at least one set from each branch. All samples shall show the absence of coliform organisms and, if required, the presence of a chlorine residual (AWWA C651-99). If the initial disinfection fails to produce samples which pass the V.S.H.D. requirements for potable drinking water, then the new main shall be reflushed and shall be resompled until sotisfactory test results are obtained. D. Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in service. All costs for water, materials, equipment and labor to perform the required testing disinfection, and flushing of the pipeline shall be paid by the Contractor. 3.05 SUBMITTAL OF TEST RESULTS A. A. The Applicant or Project Engineer shall be responsible for submittal of test results to the Town Water Department. The Applicant or Project Engineer shall also provide a letter to the Town Water Department certifying that the water system has passed all tests, is constructed in accordance with the approved plans, except as may have been modified by approved Change Order, and is In condition to be placed in service. Submittal of all test results shall he �,guired prior to tlla water m n being placed into 3.06 FINAL INSPECTION A. For one year from the date the new system is placed into service, the applicant's developer/contractor will be responsible for any necessary repairs or corrections as part of the project warronty. At the end of a one-year period, on inspection will be performed by the Town Water Department prior to the system owner assuming ownership of any of the lines and appurtenances. The contractor shall correct any punch list Items accumulated during the inspection after receipt of this list. Incomplete work on the system shall not Fla included in the initial inspection, but shall be inspected as the project continues. The contractor shall repair, replace, or retest promptly as directed by the Town Water Department and without further charges, all work equipment, materials or parts, which may fail during the one year warranty period. B. A final walk-through inspection shall be conducted by the Town Water Department prior to the water system being accepted for ownership by the system owner. This inspection shall Include but not be limited to: 1. Valves, hydrants, and curb stops operating properly. 2. Valve boxes and covers set plumb and at proper elevations. 3. Proper hydrant nozzle height above grade. 4. Proper hydrant opening direction, nozzle thread, and barrel color. 5. Proper distance from the face of the curb of hydrant nozzles. 6. Hydrant Sags meeting Town Water Department specifications installed on each fire hydrant at the time of installation. 7. Static and residual hydrant pressures and flow rates. 8. Curb boxes inside ROW, set to grade, containing operating rod, and plumb. 9. Tie information and record drawings complete and submitted. 10. Material testing results, lab reports, manufacturers' certificates, and leakage test results complete and on file. 11. General appearance and restoration. 12. Submittal of O&M manuals in hard copy and Adobe Acrobat Reader (.pdf) formal. 13. Submittal of As-Builts in hard copy formal and Auto- CAD.DWG Version 2000 format or newer within 14 days of completion. 3.07 GENERAL INFORMATION A. All persons taking water must keep the fixtures and service pipe within their own premises in good repair and fully protected from frost, and must prevent unnecessary leakage of water. The Town Water Department sholl not be liable for leakage of hydrants, pipes or fixtures upon the premises of any consumer, nor for obstructions therein by freezing or otherwise, nor for damages resulting from any of the forgoing causes. All leaks that are on the building side of the curb stop will be the owners responsibility and repaired at the owner's expense. B. Water rates shall be collected for all water used until the water is shut off at the curb stop by the Town Water Department. No abatement of water rates will be allowed by reason of disuse, diminished use, or vacancy of premises without proper notice to the Town Water Department. C. The Town Water Department or system owner shall not be liable for any injury, loss or damage of whatever nature occasioned by the failure to maintain a constant or uniform pressure in the water mains, or for damages occasioned by or growing out of a stoppage of said water by frost or other cause, or for damage occasioned by or growing out of on insufficient supply of the some, or for accident or damage of any kind caused by or growing out of the use or failure of said water. D. No person shall open any hydrant or draw water there from except the Town Water Department personnel or persons under their direction, or the officers or designees of the municipal fire department and members of the fire companies under their direction for fire purposes, or those individuals who hove been granted approval on a hydrant use application by the Town Water Department, in which case. all such usage shall be metered. Fines for unauthorized use of any hydrant or connection may be incurred, according to the Rules and Regulations of the Town Water Department. E. One curb stop and one water meter shall be installed for each individual dwelling unit, condominium unit, apartment unit, commercial or office occupancy. Exceptions may be permitted in cases where a condominium association signs a binding agreement to be responsible for all collection of water bills. In cases where condominiums are converted into separate apartments, separate curb stops and water meters shall be installed for each unit. Town Water Department employees shall install ail water meters. Under no circumstances are plumbers or persons other than those authorized by the Town Water Department permitted to turn water on or off at the curb stop. The water will not in any instance be turned on to any premise for use until the Town Water Department has suitably attached a meter. F. The owner of the premises shall be responsible for all water payments. A change of tenants or premises will not relieve the owners from payment of a back bill. LANDSCAPE GRADING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Finish grading; bring rough grade in areas to design elevations as shown on the drawings. 2. Topsoil: Work shall consist of furnishing, placing and shaping topsoil, or placing, spreading, and shaping topsoil form stockpiles or stripped areas. PART 2 - PRODUCTS 2.01 TOPSOIL A. Topsoil shall be loose, friable, reasonably free of admixtures of subsoil, free from refuses, stumps, roots, brush, weeds, rocks, and stones 1 1/4 inch in overall dimensions. The topsoil sholl also be free from any material that will prevent the formation of a suitable seedbed or prevent seed germination and plant growth. It shall contain not less than three (3) nor more than twenty (20) percent organic matter. Any material which has become mixed with undue amounts of subsoil during any operation at the source or during placing or spreading will be rejected and shall be replaced by the Contractor with occeptobla material. PART 3 - EXECUTION 3.01 SUBGRADE PREPARATION A. Clean subgrade of all stumps, stones, roots, trash or other materials which might hinder proper tillage or spreading. B. All surfaces on which topsoil is to be placed shall be graded to a reasonably true surface and scarified by raking, discing or other approved means to a minimum depth of two inches before placing topsoil. 3.03 PLACING TOPSOIL A. Minimum final depth of topsoil sholl be 4 inches. B. Place topsoil when seeding operations can closely follow spreading operations. Use topsoil in relatively dry state. C. Topsoil shall be spread and shaped to the lines and grades shown on the plans, or as directed by the Engineer. The depth stated in the contract to which the topsoil is to be placed is that required after final rolling of the material has taken place. All stones, roots and debris over 914 inch in diameter along with any sodding weeds and other undesirable material shall be removed. D. After shaping and grading, all trucks and other equipment sholl be excluded from the topsoiled area to prevent excessive compaction. The Contractor shall perform such work as required to provide a friable surface for seed germination and plant growth prior to seeding. E. It shall be the Contractors responsibility to restore to the line, grade and surface all eroded areas with approved material and to keep topsoiled areas in acceptable condition until the completion of the work. SEMING PART 1 - GENERAL 1.1 Section Includes: A. Seeding. 1. Furnish all labor, materials and equipment to complete all seeding work as shown on the drawings and specified herein. + 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractors operations. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. 1.3 PROJECT CONDITIONS Planting Restrictions: Seeding and initial fertilizing shall be done between May 1st and September 15th unless otherwise authorized. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. If seeding is done during July or August, additional mulch material may be required. Coordinate planing periods with initial maintenance periods to provide required maintenance from date of Substantial Completion. PART 2 - PRODUCTS 2.1 SEED A. Conservation Seed Mix: Minimum Minimum Kind of Seed Purity Germination Lbs/A_SI€ Creeping Red Fescue 98% 85X 22.5 Tall Fescue 955 95% 22.5 Red Top 95% 90" 3 Birdsfoot Trefoil 98% 85% 9 Annual Ryegross 95% 85%3. TOTAL = 60 2.2 INORGANIC SOIL AMENDMENTS A. Lime: ASTM C 602, agricultural limestone containing a minimum of 85 percent calcium carbonate equivalent and as follows: 1. Class: T, with a minimum of 99 percent passing through No. 8 sieve and a minimum of 75 percent passing through No. 60 sieve. 2.3 FERTILIZER A. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast- and slaw -release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium. B. Slow -Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water -insoluble nitrogen, phosphorus, and potassium. 2.4 MULCHES A. Mulch: Provide air-dry, clean, mildew- and seed -free, hay or threshed straw of wheat, rye, oats, or barley. B. Compost Mulch: Well -composted, stable, and weed -free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through 1-inch sieve; soluble salt content of 2 to 5 decisiemens/m; not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings; and as follows: 1. Organic Matter Content: 50 to 60 percent of dry weight. PART 3 - EXECUTION . 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plantings from damage caused by planting operations. 1. Protect adjacent and adjoining areas from hydroseeding and hydromulching oversproy. 2. Protect grade stakes set by others until directed to remove them. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and wolkwoys. C. Newly Graded Subgrades: Loosen subgrade to o minimum depth of 4 inches. Remove stones larger than 2 inches in any dimension and sticks, roots, rubbish, and other extraneous matter, erosion -control blankets installed and stapled according to manufacturers written instructions. D. Protect seeded areas from hot, dry weather or drying winds by applying mulch within 24 hours after completing seeding operations. Soak areas, scatter mulch uniformly to o depth of 3/16 inch, and roll surface smooth. 3.4 HYDROSEEDING A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended into homogeneous slurry suitable for hydraulic application. 1. Mix slurry with fiber -mulch manufacturer's recommended tockifier. 2. Apply slurry uniformly to all areas to be seeded in a one-step process. Apply slurry at a rate so that mulch component is deposited at not less than 1500-lb/acre dry weight, and seed component is deposited at not less than the specified seed -sowing rate. 3.5 MAINTENANCE A. Maintain and establish seeding by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, regrode, and replant bare or eroded areas and remulch to produce a uniformly smooth lawn. Provide materials and installation the some as those used in the original installation. 1. In areas where mulch has been disturbed by wind or maintenance operations, add new mulch and anchor as required to prevent displacement. 2. Begin maintenance immediately after each area is planted and continue until acceptable lawn is established, but for not less than the following periods: a. Seeded Areas: 90 days from date of Substantial Completion. b. When initial maintenance period has not elapsed before and of planting season, or if seeding is not fully established, continue maintenance during next planting season. 3.6 SATISFACTORY CONDITIONS A. Installations shall meet the following criteria as determined by Engineer/Owner: 1. Satisfactory Seeded Area: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. and Done spots not exceeding 5 by 5 Inches. B. Use specified materials to reestablish area that do not comply with requirements and continue maintenance until areas are satisfactory. 3.7 CLEANUP AND PROTECTION A. Promptly remove soil and debris, created by work. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Erect temporary fencing or barricades and warning signs as required to protect newly planted areas from traffic. Maintain fencing and barricades throughout initial maintenance period and remove after lawn is established. C. Remove nondegradable erosion -control measures after grass 1. Apply fertilizer directly to subgrade before loosening. establishment period. a. Delay mixing fertilizer with planting soil If planting will not proceed within o few days. b. Mix lime with dry soil before mixing fertilizer. D. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus 1 inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be planted in the ------ - immediate future. DOUBLE GATE E. Moisten prepared areas before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. F. Before planting, restore areas if eroded or otherwise disturbed after finish grading. 3.2 APPLICATION RATES A. When a soil test is not available, the following minimum amounts should be applied: 1. Agricultural limestone: 2 tons/acre. 2. Nitrogen (N): 50 Its./acre. 3. Phosphate: 100 Ibs./acre. 4 P t In 100 lb B' THICK CONCRETE a /DUMPSTER PAD -w48ARSQ IB'o/e,4/w - W THICK CRUSHED GRAVEL BASE - SLOPI /FT TO DRAIN 4' 0 STEEL CORNER POST(TYP.): - -_- o as . s./acre. SEE SITE PLAN FOR I a. This is the equivalent of 500 Ibs./acre of 10-20-20 CONCRETE PAD SIZE 2fz 0 STEEL fertilizer or 1,000 Ibs./acre of 5-10-10. POST (TYP.) PLAN 5. Hay mulch: 2 tons/acre. 3.3 SEEDING A. Sow seed with spreader or seeding machine. Do not FABRIC: Bill 2" MESH, BARBED TOP, and broadcast or drop seed when wind velocity exceeds 5 mph. BOTTOM Evenly distribute seed by sowing equal quantities in two PIPE: SCHEDULE 40, GALV of ALLIED directions at right angles to each other. SS40 TIE WIRES: 14" O.C., GALV. 1. Do not use wet seed or seed that is moldy or otherwise c POST: SIZES INDICATED ARE MINIMUM damaged. CONFIRM/COORDINATE FENCE AND GATE 2. Do not seed against existing trees. Limit extent of seed S REOUIREMENTS WITH FENCE to outside edge of planting saucer. MANUFACTURER B. Rake seed lightly into lop 1/8 inch of soil, roll lightly, and N-wa water with fine spray. C. Protect seeded areas with slopes exceeding 1:3 with CHAIN LINK FENCE WITH GREEN SLAT SCREENING OR APPROVED EQUAL I& MAX 2STEEL 4'0 CORNER or LINE POST (iYP.) GATE POST TENSION BAND (TVP.) TENSION WIRE TENSION BAR GALV.'. 9ga TIE WIRE or j CLIPS ® 14' a/c 11 "O BRACE / RAIL TENSION 'A. TRUSS ROD WIRE ./TURNBUCKLE - I CONCRETE PAD II PER SITE PLAN i_ 12"0 SONO TUBE LI w 3000 psi CONCRTE DUMPSTER ENCLOSURE N.T.S. ELEVATION SITE ENGINEER: 410- CIVIL ENGINEERING ASSOCIATES. INC. 10MANSFIELOKEWLANE, SOUTH BURLINGTON, VT0540.i Boz-arse-zazs rat Boz-ea-zzrl wire: -- DRAWN MAB CRECxED DSM APPROVED DSM CLIENT: BOTTLING GROUP LLC P.O. BOX 660937 DALLAS, TX 5226-0937 PROJFCT: PEPSI-COLA BOTTLING FACILITY 20 KAREN DRIVE SOUTH BURLINGTON, VT _sll� LOCATION MAP SPECIFICATIONS DATE DRAWING NIIMBF.R 0512412017 SCALE NTS C3. 3 PPw. N0. 17106 P L A N N I N G & Z 0 N I N G September 28, 2017 Re: #SP-17-55 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely, /ayrnond J. &elair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com r� southburfington PLANNING & ZONING /" I--,' Permit Number SP- ( - �-2✓ (office use only) APPLICATION FOR SITE PLAN REVIEW ElAdministrative ❑Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Bottling Group, LLC, P.O. Box 660937, Dallas, TX 75266-0937 Contact at S. Burlington Facility, 20 Karen Drive, S. Burlington, VT 05403 Attn: Tom Cardoza, (802) 864-6000 tom.cardoza@pepsico.co 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 1165 Pg 335 3. APPLICANT (Name, mailing address, phone and fax #): Pepsico, 20 Karen Drive, S. Burlington, VT 05403 Attn: Tom Cardoza, (802) 864-6000 tom.cardoza@pepsico.co 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David Marshall, Civil Engineering Associates, Inc. 10 Mansfield View Lane, South Burlington, VT 05403 864-2323 x310 4a. CONTACT EMAIL ADDRESS:: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 20 Karen Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0950-00020 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Re -orient truck parking with infill with 4,671 SF expansion of parking area. b. Existing Uses on Property (including description and size of each separate use): Manufacturing and warehousina. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Existing 85,200 SF Main Building and 9,700 SF Maintennace building to remain. No changes d. Total building square footage on property (proposed buildings and existing buildings to remain): 94,900 SF e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Single story, 20 feet tall. No Change f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): On -property employees and non -office employees (drivers and sales) h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE a. Building: Total Parcel Size: 840,272 Existing 11.3 % / Proposed 11.3 % / Sq. Ft. 94900 sq. ft. 94900 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 23.1 % / 193902 sq. ft. Proposed 23.6 % / 198573 sq. ft. c. Front yard (along each street) Existing 11.9 % / 2507 sq. ft. Proposed 11.9 % / 2507 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 19,275 * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations) b. Landscaping: $0 s0 c. Other site improvements (please list with cost): $100,000 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): -No Change from existing conditions 11. PEAK HOURS OF OPERATION: 6 AM to 7 AM. 12. PEAK DAYS OF OPERATION: Monday - Friday 13. ESTIMATED PROJECT COMPLETION DATE: Fall, 2017 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (1 l" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the ity's fee schedule. L Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one; digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. 1 hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. P�-(0 le, ATURE OF SIGNATURE OF PPLICANT 6-A Do not write below this line C�4 z& PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Complete Inc te\ / V, 711 A inistrative Officer Dat The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Site Plan Appltcation Form, Rev. 12-2011 ray From: Dave Wheeler Sent: Wednesday, September 27, 2017 9:33 AM To: ray Subject: RE: Pepsi Site Plan Application Ray, The Stormwater Section has reviewed the "Pepsi -Cola Bottling Facility' site plan prepared by Civil Engineering Associates dated 5/24/16 and last updated on 9/21/17. We would like to offer the following comment: 1. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. Thank you for the opportunity to comment, Dave ?46, d David P. Wheeler Amistant Storm- pater Superintendent Department of Public Works City of South Bur ngton (802) 658-7961 Ext.6113 Notice -Under Vermont's Rtblic Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Wednesday, September 27, 2017 8:35 AM To: Dave Wheeler <dwheeler@sburl.com> Subject: FW: Pepsi Site Plan Application Dave, I understand you have reviewed the attached site plan. If so, can you send me your comments, thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburi.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City gffcial or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected nv any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: William Roberts [mailto:broberts@cea-vt.com] Sent: Friday, September 22, 2017 12:06 PM To: ray <rav@sburl.com> Cc: 'P. E. David Marshall' <dmarshall@cea-vt.com> Subject: RE: Pepsi Site Plan Application Hello Ray, Amy from our office dropped off the hardcopies of the plans, here is the electronic version. Thanks, Billy Billy Roberts Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, Vermont 05403 802-854-2323 x305 www.cec-vt.com broberts(@cea-vt.com From: ray [mailto:ray@sburl.com] Sent: Friday, September 22, 2017 9:37 AM To: broberts@cea-vt.com Cc: 'P. E. David Marshall' Subject: RE: Pepsi Site Plan Application Yes, please. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to he regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: William Roberts [mailto:broberts@cea-vt.com] Sent: Friday, September 22, 2017 9:31 AM To: ray <ray@sburl.com> Cc: 'P. E. David Marshall' <dmarshall@cea-vt.com> Subject: RE: Pepsi Site Plan Application Hello Ray, I will have you a new plan today. You would like 3 hard copies, 1 small, and electronic? Billy Roberts Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, Vermont 05403 802-864-2323 x305 www.cea-vt.com 2 broberts@ceo-vt.com From: ray [mailto:ray(asburl.com] Sent: Thursday, September 21, 2017 4:19 PM To: broberts cea-vt.com Cc: P. E. David Marshall Subject: RE: Pepsi Site Plan Application I spoke to Dave about this not long after we received the application and let him know that the plan needed to be revised to make up for the lost trees and I haven't received any revised plans yet. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records .-act, all e-mail, e-mail attachments its well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to he regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notifj, its immediately by return email. Thank you for your cooperation. From: William Roberts [mailto:broberts@cea-vt.com] Sent: Thursday, September 21, 2017 3:58 PM To: ray <rav@sburl.com> Cc: P. E. David Marshall <dmarshall@cea-vt.com> Subject: Pepsi Site Plan Application Hello Ray, I wanted to touch base on the Pepsi facility on Karen Drive. We delivered a site plan application a few weeks ago and I haven't had any correspondence recently about the project. Let me know where we are at. Thanks, Billy Billy Roberts Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, Vermont 05403 802-864-2323 x305 www.cec-vt.com broberts@cea-vt.com 3 ray From: Craig Lambert Sent: Monday, September 25, 2017 7:08 AM To: ray Subject: RE: Pepsi Site Plan Application That looks good. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bertCcD-sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Friday, September 22, 2017 2:23 PM To: Craig Lambert <clambert@sburl.com> Subject: FW: Pepsi Site Plan Application Craig, Please review the attached plan to replaced trees being removed with 3 Sugar Maples and 2 Sargent Cherrys. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburi.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: William Roberts [mailto:broberts@cea-vt.com] Sent: Friday, September 22, 2017 12:06 PM To: ray <rav@sburl.com> Cc:'P. E. David Marshall' <dmarshall@cea-vt.com> Subject: RE: Pepsi Site Plan Application CIVIL ENGINEERING ASSOCIATES, INC. 10 Mansfield View Lane South Burlington, VT 05403 June 30, 2017 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: dmarshall@cea-vt.com Mr. Raymond Belair, Administrative Officer City of South Burlington - Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: Site Plan Amendment Application Pepsi Bottling & Distribution Facility — 20 Karen Drive, South Burlington, VT Dear Ray: Please find attached a Site Plan Amendment Application & fee, 5 full size sets of plans and 1 reduced (11x17) set of plans for the Pepsi Bottling Company facility located at 20 Karen Drive. The applicant is seeking approval for a 4,671 SF expansion of parking area to accommodate a re -orientation of the truck parking in the southeast corner of the site. The proposed impervious area expansion is under the jurisdictional review of the State of Vermont. A Stormwater Permit application has been submitted to the State in support of this proposal. The proposed area of disturbance is less than % acre therefore neither the EPSC requirements set forth in Article 16 of the LDR's nor the State construction stormwater authorization are triggered. We will have Andres Torizzo contact Dave Wheeler so as to provide comments as it relates to compliance with Article 12.03. If you should require any additional information or should have any questions, please feel free to email me at ::Inarshall@cea-vt.com or call me at 864-2323 x310. Respectfully, ` 74 . David S. Marshall, P.E. Project Manager Attachments: Application & Fee ($153) 3 full Size and 1 reduced plans CD of Submittal Materials Cc: (w/ attachments and 11x17 plans) Tom Cardoza, CEA File 17106.00 P:\AutoCADD Projects\2017\17106\3-Permitting\1-Local Applications\Belair Letter Site Plan Application.doc ray From: Michael J. Buscher <mike@tjboyle.com> Sent: Tuesday, September 26, 2017 1:34 PM To: dmarshall@cea-vt.com Cc: broberts@cea-vt.com Subject: RE: Pepsi Site Plan Application Hi Dave, I've reviewed the proposed plantings and they are suitable for the Project and location. The sugar maples will add shade trees and help increase the diversity of plantings on site. Please let me know if you need any further input or if there are any questions or comments. Best regards, Michael J. Buscher ASLA, PLA landscape architect / principal T. J. Boyle Associates, LLC Landscape architects • planning consultants 301 College Street • Burlington • Verniont (p) 802.6583555 • (c) 802,922.6704 www.t4bovie.com • http://www.facebook.com/tiboyleassociates From: David Marshall [mailto:dmarshall@cea-vt.com] Sent: Monday, September 25, 2017 12:45 PM To: Michael J. Buscher <mike@tjboyle.com> Cc: broberts@cea-vt.com Subject: FW: Pepsi Site Plan Application Hi Mike - Here is the site plan for the proposed parking expansion at the Pepsi bottling facility locate off of Karen Drive/Allen Road In South Burlington. Thanks! David S. Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271 From: William Roberts [mailto:broberts9cea-vt.com] Sent: Friday, September 22, 2017 12:06 PM To: 'ray' Cc: 'P. E. David Marshall' Subject: RE: Pepsi Site Plan Application Hello Ray, Amy from our office dropped off the hardcopies of the plans, here is the electronic version. Thanks, Billy 1 Billy Roberts Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, Vermont 05403 802-864-2323 x305 www.cea-vt.com broberts@cea-vt.com From: ray [mailto:ray(asburl.com] Sent: Friday, September 22, 2017 9:37 AM To: broberts(!-P)cea-vt.com Cc: 'P. E. David Marshall' Subject: RE: Pepsi Site Plan Application Yes, please. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify its immediately by return email. Thank you for your cooperation. From: William Roberts [mailto:broberts@cea-vt.com] Sent: Friday, September 22, 2017 9:31 AM To: ray <ray@sburl.com> Cc: 'P. E. David Marshall' <dmarshall@cea-vt.com> Subject: RE: Pepsi Site Plan Application Hello Ray, I will have you a new plan today. You would like 3 hard copies, 1 small, and electronic? Billy Roberts Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, Vermont 05403 802-864-2323 x305 www.cea-vt.com broberts@cea-vt. com From: ray [mailto:rayC�sburl.com] Sent: Thursday, September 21, 2017 4:19 PM To: broberts(a)cea-vt.com Cc: P. E. David Marshall Subject: RE: Pepsi Site Plan Application 2 I spoke to Dave about this not long after we received the application and let him know that the plan needed to be revised to make up for the lost trees and I haven't received any revised plans yet. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of'documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing in%rmation relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. !f you have received this message in error, please notify us immediately by return email. Thank you,for your cooperation. From: William Roberts [mailto:broberts@cea-vt.com] Sent: Thursday, September 21, 2017 3:58 PM To: ray <rav@sburl.com> Cc: P. E. David Marshall <dmarshall@cea-vt.com> Subject: Pepsi Site Plan Application Hello Ray, I wanted to touch base on the Pepsi facility on Karen Drive. We delivered a site plan application a few weeks ago and I haven't had any correspondence recently about the project. Let me know where we are at. Thanks, Billy Billy Roberts Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, Vermont OS403 802-864-2323 x305 www.cea-vt.com broberts@cea-vt.com Project Pepsico Bottling Facility Address 20 Karen Drive, South Burlington, VT 05403 Date 9/26/2017 Plant List Abbreviations Latin Name Common Name Size Qty Unit Price Installed Trees ASL ACER saccharum 'Legacy' Legacy Sugar Maple 3.5" Cal 3 $ 400.00 $ 1,200.00 PSP PRUNUS sargentii ' Pink Flair' Pink Flair Sargent Cherry 3.5" Cal 2 $ 375.00 $ 7S0.00 J A% south,)urlington PLANNING & ZONING Permit Number SP- /� - (office use onl ) APPLICATION FOR SITE PLAN REVIEW VA' dministrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax ft PeF51 FT-DU06i VENTUI-E i R t-i,& LOCAL cowihLT; glgi PAKK- [AteU VE SUiTe 60D MIK& Ar-E#JT" FALE0G,H , N — J16*, Sedi (Ps�'6y5'8 2. LOCATION OF LAST RECORDED DEED(S) (Book and page ft VOLVIA E W PH65 3. APPLICANT (Name, mailing address, phone and fax #): SOME AS caw u E A'_ 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax ft �E TE -ir- 6A41 A K, .0 (, I V 11. & N 6 1 V C C Xt k1(n 15c, L /o AA SFIC-L.1? ye w ��� � �D. 1��RuNG,roN�yT asya3 4a. CONTACT EMAIL ADDRESS:: P SM I A R P CE q - VT • ( 0 M 5. PROJECT STREET ADDRESS: d-O K A K C W PRIDE" 6. TAX PARCEL ID # (can be obtained at Assessor's Office): (10150 - OOC, r),G C - ! 15 c) - 00 0 0 5" L. O IS 0 - UOU 1 0 i - 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): 5ir't PI -AM - ?i;e 1WS Ai t('AT10AJ it 5P-07- V3 b. Existing Uses on Property (including description and size of each separate use): WAKE rk W(n 1, PRoCC55tNG 5101ZA66 , ANV R4 5 vn oJV c. Proposed Uses on property (include description and size of each new use and existing uses to remain): d. Total building square footage on property(Proposed buildings and existing buildings to remain): q1ti TOON(006,6 PRO.,Djt:[)� e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): _ t as iAlo t HA �1G, C% f. Number of residential units (if applicable, new units and existing units to remain): -- No AJ E g. Number of employees (existing and proposed, note office versus non -office employees): / 0 f90 UJAN64) h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2010 a 8. LOT COVERAGE Total Parcel Size: Q 3V,p 3ti Sq. Ft. d 3 . f3 .3 a. Building: Existing % 100 sq. ft. Proposed 9 I % / 9�1, 9� Qp_sq. ft. b. Overall impervious coverage (building, parkin'g3 outside storage, etc) Existing 00 sq. ft. Proposed q, 1400 sq. ft. c. Front yard (along each street) Existing % / �`�, /Gy sq. ft. Proposed % / (a I 16o sq. ft. d. Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: c. Other site improvements (please list with cost): 15-o ror- '1?AiNT J PF PS i ����rN��y �.►w� fir�t�NC� I"�/tcillN�' 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 3 nI a G Pd A tj (17 e , 11. PEAK HOURS OF OPERATION: G AM�,� 12. PEAK DAYS OF OPERATION: d10 AJ - , A f 13. ESTIMATED PROJECT COMPLETION DATE: �0 JJ 14. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES' (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). Not required for Administrative Site Plan Applications Site Plan Application Form. Rev. 12-2010 r } 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)2 regular size copies and one reduced copy (I I" x 17") of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. /--1 GNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 00"- Administrative Officer PRINT NAME REVIEW AUTHORITY: ❑ Development Review Board I have reviewed this site plan application and find it to be: LJ'Complete ❑ Incom to Administrative Offic`erJV Oate The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 2 Administrative site plan applications require three (3) regular size copies and one reduced copy (11" x 17") 4 Site Plan Application Form. Rev. 12-2010 CIVIL 10 Mansfield View Lane So. Burlington, VT 05403 April 27, 2011 Ray Belair Administrative Officer City of South Burlington 575 Dorset St South Burlington, VT 05403 Re: Pepsi Facility, 20 Karen Drive, South. Burlington Site Plan Application for Revised Parking Spaces Dear Ray, Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail(a)cea-vt.com Please find enclosed an administrative Site Plan application submitted on behalf of Pepsi Bottling Ventures, LLC, for revisions to the previously approved parking configuration at the Pepsi Facility on Karen Drive. The previous parking layout was approved under site plan application SP-07-83. Revisions include the removal of (6) spaces to the north of the garage building and (1) space at the visitors entrance. The loss of these spaces will be offset by the installation of (9) spaces to be added to the southwest of the main building. Please feel free to call with questions or comments. Respec fully, Peter Smiar, P.E. psmiar@cea-vt.com (802) 864-2323 #309 Enclosures: Site Plan Application Form and Fee Updated Site Plan Sheet C 1, (3) full-size (1) reduced Cc: Michael Parent, Pepsi Bottling Ventures, LLC (w/ enclosures) CEA File 07222 PAAutoCADD Projects\2007\07222\Site Plan Review\SB Site Plan letter l l .doc LED Exterior Lighting Upgrade Pepsi Bottling Ventures South Burlington, VT Electrical Contractor Reliant Electric Works Burlington, VT Electrical Supplier Green Mountain Electric Supply, Inc. St Albans, VT Supporting Energy Consultant Synergy Westborough, MA 11/18/10 KP- 1111161 �lU Preen Mountain Electric Supp' St Albans,VT. 05478 802-524-7220 Fax 802-524-2307 chucksagmes.com Engineer: - Lighting Fixture Summary Sheet Contractor: 0 Project: Due Date Pepsi -Reliant 11/18/10 # per Total Type QTY MFG Spec.* DESCRIPTION Lamping Fixture Qty A -I 9 Beta GMES SEC-EDG-4M-WM-06-C-XX-BZ-P Included 0 0 C-1 7 Beta GMES SEC-EDG-4M-WM-10-C-XX-BZ-P Included 0 0 B-I 2 Beta GMES ARE-EDG-4M-AA-14-C-XX-BZ-P Included 0 0 B-2 8 Beta GMES ARE-EDG-4M-AA-10-C-XX-BZ-P Included 0 0 D-2 I Beta GMES ARE-EDG-4M-DM-10-C-XX-BZ-P Included 0 0 BKT I Beta GMES WM-4-(1/2)-BZ Included 0 0 0 0 0 0 0 Included 0 0 1 0 0 0 Zoning Meeting and documents preperation Included 0 0 0 0 Notes I Freight included. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Approx 4 weeks to ship-ARO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Totals 0 Notes: -11101 G> Green Mountain Electric Supply, Inc 7506 US Route 7 Suite 3 St Albans, VT 05478 802-524-7220/2307Fax I Date: 11119/2010 Project: Pepsi - Exterior Line M Location Color Fixture -Old Watts QuantityTotal Hours/ Month Kwhl. Month Applica- tion Sensor YIN Fixture -New Fixture Notes Wafts Qua nti Total Hours/ Month Kwhl Month Saved Kwh/Month :. Wall Pack- Main Building250mh hb-lb 290 hb-lb 290 hb-lb 458 250mh hb-lb 290 400hps hb-lb 464 250mh hb4b 290 5 1450 365 '- 529.25 A-1 60 LED Wall Pack 93 - 5 `' 465 365 ':169.725 '359.525 Wall Pack- Main Building250mh 4 1160 365 423A C-1 100 LED Wall Pack 116 :4 464 365 169.36 254.04 Flood -Main Building400mh 2 916 365 334.34 B-1 140 LED Shoe 164 2 328 365 119321 214.62 Poles -Shoe 9 2610 365 952.65 B-2I13-2 100 LED Shoe Box 164 8 1476 365 538.74 413.91 Wall Packs - Garage 3 r 1392 365 508.08 C-1 100 LED Shoe 116 3 348 365 12T02 381_06 Wall Packs - Garage 4 1160 365 423.4 A-1 60 LED Wall Pack 71 4 284 365 -.103.66 319.74 0 0 0 0> 0 0 0 0 0 __0 0 0 0 -0 0 0 a o 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 a 0 0 0 0 0- 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 ol 0 0 0 01 Oil 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 o 0 0 0: 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 8688 o 3171.1 0 0 0 3365 o 1228 1942.895 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 27 27 Cost to Run Non -Efficient Technology Cost to Run Efficient Technology Simple ROI without Elf Vermont Total Kwh Consumed per Month 3171 Total Kwh Consumed perTMonth 1228 ITotal Kwh Saved 1943 Total Kwh Used Per Year 38053 Total Kwh Used Per Year 14739 Total Kwh Saved Per Year 23316 Dollars Spent per Month(Ave' over 12 months $ 396.39 Dollars Spent per Month (Ave, over 12 months) $ 163.53 Dollars Saved $ 242.86 (Based in .126 Cents per KWH) (Based in .125 Cents per KWH Based in .125 Cents r KWH Cost Per 1 Year $ 4,756.68 Cost Per 1 Year $ 1,842.34 Savings in 1 Year $ 2,914.34 Cost pfr 5 years $ 23,783.40 Cost per 5 years $ 9,211.69 Savin sin 5 Years $ 14,571.71 Costs Per 10 Years $ 47 566.80 Costs Per 10 Years $ 18,423.38 Savin sin 10 Years $ 29,143.43 10 v4 Pepsi exterior with costs of power 11.18. 10 1 BetaLED Catalog #: SEC - EDG - •j, Notes: -WM- -C- 183' [ 464mm ] 4.1.. [ 104mi m ] FP44 I "A" I d of LEDs Dim. "A" 20 11.75' 40 11.75" 60 13.75' 80 15.75" 100 17.75' 120 19.75" Product Family Optic Mounting # of LEDs ( x 10) LED Voltage Series Color Options Factory -Installed Options Please type additional options in manually on the lines provided above. SEC EDG ❑ 4M' WM' ❑ 02 C p UL 13 SV E3 43K 4300K Color Temperature" ❑ 4MB' ❑ 04 Universal Silver ❑ 525 525mA Drive Current" ❑ 06 120-277V t7 B2 ❑ F Fuse71 ❑ 08 [3UH Bronze ❑ P Photocell'11 ❑ 10 Universal 0 BK ❑ TL2 Two -level (0/350 w/integrated sensor control)" ❑ 12 347-480V Black 1312 ©WH 120V White 1324 0 PB 240V Platinum ® 27 Bronze 277V 0 34 347V Footnotes 1. IESNA Type IV Medium distribution 5. Driver operates at 525mA instead of the standard 350mA 7. Not available when UH voltage is selected 2. IESNA Type IV Medium distribution with backlight control providing a higher lumen output and a shorter life 8. When code dictates fusing use time delay fuse 3. Wall mount 6. Available on fixtures with 20-40 LEDs 9. Must specify voltage other than UL or UH 4. Color temperature per fixture; minimum 70 CRI 10. Not available with multi -level options 11. Refer to multi -level spec sheet for availability and additional information i PERFORMANCE a of initial Delivered B U Initial Delivered G Lumens - Type B U G In Delivered B U G Initial Delivered Lumens - Type IV B U G System Total Total Total System To[al Total Watts Current L,°Hours" @ 25' C LEDs Lumens - Type IV MColntaum Backlight Lumens - Type IV MCalntoum Watts Current Current Current Current Medium @ 6000K W@6000K Medium @ 4300K W@4300Kh1 120-277V 4 120V @ 230V @ 277V 347-480V' I @ 347V @48oV p7°F) Rating"` Rating"' Hating"' Rating"' t r rr• 20 1,669 (02) 1 1 1 1.298 (02) 0 1 4597 (04) ; 0 1 3,895 (06) 1 1 1 1 1,464 (02) 1 1 1 1,139(0 0 1 1 25 0.23 0.11 0.10 49 0.41 0.23 0.20 71 0.60 0.32 0.28 93 0.78 0.41 10 35 116 0.98 0.52 0.43 30 0.09 0.08 105,000 40 3,339 (04) 1 1 1 i1 1 1 _ 2,928 (04) 4,393 (06_) 1 1 1 1 1 1 2,278 (04) 3,417 (06) 0 1 1 1 1 1 51 0.15 0.12 105,000 60 5,008 (06) 2 1 74 0.22 0.17 105,000 80 6,677 (08) 2 2 2 5,194(08) 1 1 2 5,857(08) 2 2 2 - 4,555(08) 1 1 1 96 0.28 0.21 105,000 100 8,347 (10) 2 2 2 6,492 (10) 1 2 2 7,321 (10) 2 2 2 5,694 (10) 1 2 2 119 0.35 0.26 105,000 120 10,016 (12) 2 2 2 7,790 (12) 1 2 2 8,785 02) 2 2 2 6,833 (12' 1 2 2 139 1.17 0.61 0.52 141 0.41 0.30 105,000 Fixture Operating525niA 20 2,170 (02) 1 1 1 1,688 (02) 0 1 1 1,903 (02) 11111111 1 1j 1,480 (02) 110 1 11 37 1 0.31 0.18 1 0.17 1 43 1 0.13 0.15 61,000 40 4,340 (04) 1 1 1 3,376 {04) 1 1 1 3,807 (04) 1 1 111 2,961 (04) 111 11 1 1 69 0.58 0.31 10.27 75 0.22 0.19 61,000 ` Utilizes magnetic step-down transformer when 525mA drive *" For recommended lumen depreciation data see TD_13 "` For more information on the IES BUG (Backlight-Uplight-Glare) Rating current or multi -level options are selected visit www.iesna.org/PDF/Erratas/TM-15-07BuoRatingsAddendum.odf © 2010 BetaLED®, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com Made in the U.S.A. of U.S. and imported parts. `. Meets Buy American requirements within the ARRA. 4r i • X .. LED General Description Slim, low profile design. Fixture sides are rugged cast aluminum with integral, weather - tight LED driver compartments and high performance aluminum heatsinks specifically designed for LED applications. Housing is rugged aluminum. Furnished with low copper, lightweight mounting box designed for installation over standard and mud ring single gang J boxes. Secures to wall with four (4) 3/16" screws (by others). Conduit entry from top, bottom, sides and rear. Allows mounting for uplight or downlight. Designed and approved for easy through -wiring. Includes leaf/debris guard. Five year limited warranty on fixture. Electrical Modular design accommodates varied lighting output from high power, white, 6000K (+/- 500K per full fixture), minimum 70 CRI, long life LED sources. 120-277V 50/60 Hz, Class 1 LED drivers are standard. 347-480V 50/60 Hz driver is optional. LED drivers have power factor >90% and THD <20% of full load. Units provided with integral 9kV surge suppression protection standard. Integral weather -tight J-box with leads (wire nuts) for easy power hook-up. Surge protection tested in accordance with IEEE C62.41.2 and ANSI standard 62.41.2. Field -Installed Accessories Bird Spikes [3XA-BRDSPK Photometrics Candlepower Trace: Vertical plane 30° horizontal angle of maximum cand Independent Testing Laboratories certified test. Report No. ITL63810. Candlepower trace of 6000K, 120 LED Type IV Medium area luminaire with 10,464 initial delivered lumens operating at 350mA. All published luminalre photometric testing performed to IESNA LM-79.08 standards. 80' 60' 40' 20' 0' 20' 40 60' 80' 100' 30.5 80, 60' 40' 20' 0' 20' 40' 60' 2• Testing & Compliance UL listed in the U.S. and Canada for wet locations and enclosure classified IP66 per IEC 529. Consult factory for CE Certified products. RoHS compliant. International Dark -Sky Association approved. Finish Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra - durable silver powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Bronze, black, white and platinum bronze powder topcoats are also available. The finish is covered by our 10 year limited warranty. Fixture and finish are endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117. Patents U.S. and international patents granted and pending. BetaLED is a division of Ruud Lighting, Inc. For a listing of Ruud Lighting, Inc. patents, visit www.uspto.gov. Candlepower Trace: Vertical plane through 30° horizontal angle of maximum candlepower Independent Testing Laboratories certified test. Report No. ITL64299. Candlepower trace of 6000K, 120 LED Type IV Medium area luminaire with backlight control and 7,543 initial delivered lumens operating at 350mA, All published luminaire photometric testing performed to IESNA LM-79.08 standards. 80' 60' 40' 20' 0' 20' 40' 60' 80' 100, 8( 6( 4C 2C C 2C NEENNEWN -"ON WIMMI AWRO .II1100OF■����' r r Position of vertical pla Isofootcandle plot of 6000K, 120 LED Type IV Medium area Isofootcandle plot of 6000K, 120 LED Type IV Medium area luminaire at 25' A.F.G. Luminaire with 10,016Initial delivered luminaire with backlight control at 25' A.F.G. Luminaire with lumens operating at 350mA. Initial FC at grade. 7,790 initial delivered lumens operating at 350mA. Initial FC at grade. © 2010 BetaLEDc, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 www.betaLED.com v: ! Made in the U.S.A. of U.S. and imported parts. LEE) Meets Buy American requirements within the ARRA. No Text BetaLED Catalog #: ARE - EDG - Notes: -AA - -C- Z, Oil Piz �-- 4.q � 108mm 2.J 752mm J - - 24.1 '[613mm1 2.8' [ 70mm J # of LEDs Dim. "A" 20 11.75' 40 11.75" 60 13.75' 80 15,75' 100 17.75' N 19.75' 21.75' 23.75' 25.75' 27.75' 29,75' 240 31.75- Product Family Optic Mounting # of LEDs LED Voltage Color Factory -Installed Options ( x 10) Series Options Please type additional options in manually on the lines provided above. ARE EDG 0 4M' AA' ❑ 02 C 13UL E3 SV 0 43K 4300K Color Temperature 114MB` ❑ 04 Universal Silver p 525 525mA Drive Current's ❑ 06 120-277V O BK ❑DIM5 0-10V Dimming (525mA max!MUM)78 08 t 3uH Black ❑ F Fuse910 ❑ 10 Universal E1BZ ❑ HL Hi/Low (175/350/525, dual circuit input)" ❑ 12 347-480V Bronze ❑ P Photocell1211 ❑ 14 1312 [3PB ❑ R NEMA Photocell Receptacle9131 ❑ 16 120V Platinum ❑ TL Two -Level (175/525 w/ integrated sensor control)" ❑ 18 1324 Bronze ❑ TL2 Two-Level(0/350 w/integrated sensor control)" ❑ 20 240V ONH It3 TL3 Two -Level (0/525 w/ integrated sensor control)" ❑ 22 [327 White ❑ 24 277V 1334 Footnotes 347V 1. IESNA Type IV Medium distribution 6. Available on fixtures with 20-120 LEDs 11. Refer to multi -level spec sheet for availability and additional 2. IESNA Type IV Medium distribution with backlight control 7. Control by others Information 3. Adjustable arm for mounting to 2' (2-3/8' [60mm] O.D.) tenon 8. Refer to dimming spec sheet for availability and additional 12. Must specify voltage other than UL or UH 4. Color temperature per fixture; minimum 70 CRI information 13. This option not available with all multi -level options. Refer to 5. Driver operates at 525mA instead of the standard 350mA providing 9. Not available when UH voltage Is selected for more Information a higher lumen output and a shorter life 10. When code dictates fusing use time delay fuse 14. Intended for horizontal mounting 1 PERFORMANCE #of LEDs Initial Delivered B U G Lumens - TypelV Medium C 6000K Rating"' Initial Delivered Lumens -Type IV Medium w/Backlight Conirol 6000K B U Rating"' G Initial De livered Lumens Medium @ 4300K r B U Rating"' G Initial Delivered Lumens-TypelV B U G Medium In Control CP 4300K Rating"' Operating System Wetls 120-277V Total Total Current Current 0 120V ®230V Totel Current ®277V System Total Watts Current 347-480V' 347V Total Current @ 480V L,°Hours" Q25°C (77° F) 20 1,669 (02) 1 111 11 1,298 (02) 0 1 1 1,464 (02) 1 1 1 1,139 (02) 0 1 1 25 0.23 0.11 0.10 30 0.09 0.08 105,000 40 3,339 (04) 1 1 1 2,597 (04) 0 1 1 2,928 (04) 1 1 1 2,278 (04) 0 1 1 1 49 0.41 0.23 0.20 51 0.15 0.12 105,000 60 5,008(06) 2 1 1 3,895 (06) 1 1 1 4,393(06) 1 1 1 3,417 (06) 1 1 1 71 0.60 0.32 0.28 74 0.22 0.17 105,000 80 6,677 (08) 2 2 2 5,194 (08) 1 1 2 5,857 (08) 2 2 2 4,555 (08) 1 1 1 93 0.78 0.41 0.35 96 0.28 0.21 105,000 100 8,347 (10) 2 2 2 6,492 (10) 1 2 2 7,321 (10) 2 2 2 5,694 (10) 1 2 2 116 0.98 0.52 0.43 119 0.35 0.26 105,000 120 10,016 (12) 2 2 2 7,790 (12) 1 2 2 8,785 (12) 2 2 2 6,833 (12) 1 2 2 139 1.17 0.61 0.52 141 170 0,41 0.49 0.30 0.35 105,000 105,000 140 11,686 (14) 3 3 3 9,089 (14) 1 2 2 10,250 (14) 2 2 2 7,972 (14) 1 2 2 164 1.39 ` 0.74 1.58 0.83 0.63 160 13,355 (16) 3 3 3 10,387 (16) 1 2 2 11,714 (16) 3 3 3 9,111 (16) 1 2 2 186 0.71 192 215 237 0.55 0.62J1,11.45 0.68.49 _ 0.40 105,000 105,000 105,000 180 15,024(18) 3 3 3 11,686(18) 1 3 2 13,178(18) 3 3 3 10,250 (18) 1 2 2 211 1.77 0.93 0.79 200 16,694 (20) 3 3 3 12,984 (20) 2 3 2 14,642 (20) 3 3 3 11,388 (20) 1 3 2 233 1.97 1.03 0.87 2.16 1.13 0.95 220 18,363 (22) 3 3 3 14,282 (22) 2 3 3 16,107 (22) 3 3 3 12,527 (22) 2 3 3 256 259 ..75.54 105,000 240 20,032 (24) 3 3 3 15,581(24) 2 3 3 17,571(24) 525mA 13 3 Fixture 3 13,666 (24) Operating 2 3 3 279 2.35 1.23 1.03 282 0.81.59 105,000 20 2,170(0 1 1 1 1,688 (02) 0 1 1 1,903 (02) 1 1 1 1,480 (02) 0 137 0.31 0.18 0.17 43 0.13 0.15 61,000 40 4,340 (04) 1 1 1 3,376 (04) 1 1 1 3,807 (04) 1 1 1 2,961 (04) 1 169 0.58 0.31 0.27 75 0.22 0.19 61,000 60 6,511 (06) 2 2 2 5,064 (06) 1 1 2 5,710 (06) 2 2 1 4,441 (06) 1 110 0.92 0.49 0.41 116 0.33 0.27 61,000 80 8,681 (08) 2 2 2 6,752 (08) 1 2 2 7,614 (08) 2 2 2 5,922 (08) 1 238 1.16 0.62 0.54 145 0.42 0.32 61,000 100 10,851 (10) 2 2 2 8,440 (10) 1 2 2 9,517 (10) 2 2 2 7,402 (10) 1 277 1.49 0.79 0.68 186 0.53 0.40 61,000 120 13,021 (12) 3 3 3 10,127 (12) 1 2 2 11,421 (12) 2 3 2 8,883 (12) 1 221217 1.82 0.96 0.81 226 0.65 0.48 61,000 Utilizes magnetic step-down transformer when 525mA drive For recommended lumen depreciation data see TD-13 For more information on the IES BUG (Backlight-Uplight-Glare) Rating current or multi -level options are selected visit www,iesna,ora/PDF/Erratas/TM-15-078uaRatinasAddendum.pdf 0 2010 BetaLED®, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www hntal FD roar Made in the U.S.A. of U.S. and imported parts. Meets Buy American requirements within thegdeg. • LED General Description Slim, low profile design minimizes wind load requirements. Fixture sides are rugged cast aluminum with integral, weather -tight LED driver compartments and high performance aluminum heatsinks. Adjustable mounting arm is rugged die cast aluminim and mounts to 2" tenon. Includes leaf/debris guard. Five year limited warranty on fixture. Electrical Modular design accommodates varied lighting output from high power, white, 6000K (+/- 500K per full fixture), minimum 70 CRI, long life LED sources. 120-277V 50/60 Hz, Class 1 LED drivers are standard. 347-480V 50/60 Hz option is available. LED drivers have power factor >90% and THD <20% at full load. Units provided with integral 9kV surge suppression protection standard. Integral weather -tight electrical box with terminal strip for easy power hook-up. Surge protection tested in accordance with IEEE C62.41.2 and ANSI standard 62.41.2. Field -Installed Accessories Bird Spikes ❑XA-BRDSPK Photometrics Independent Testing Laboratories certified test. Report No. ITL63810. Candlepower trace of 6000K, 120 LED Type IV Medium area luminaire with 10,464 initial delivered lumens operating at 35OmA. All published luminaire photometric testing performed to IESNA LM-79.08 standards. 100' 80' 60' 40' 20 0 20' 40' 60' 80' 80 60 40' 20' D' 20 40' ■■■ORM-L/I ■1ill /O :=1911l1. i�`ICif�V lI �I ■\�� %'/III . 60' 1 24.4 18.3 122 6.1 Om 6.1 122 183 24.4 Position of vertical plane of maximum candlepower Isofootcandle plot of 6000K, 120 LED Type IV Medium area luminaire at 25' A.F.G. Luminaire with 10,016 initial delivered lumens operating at 350mA. Initial FC at grade. Testing & Compliance UL listed in the U.S. and Canada for wet locations and enclosure classified IP66 per IEC 529 when ordered without P or R options. Consult factory for CE Certified products. RoHS compliant. International Dark -Sky Association approved. Finish Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra - durable silver powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Bronze, black, white and platinum bronze powder topcoats are also available. The finish is covered by our 10 year limited warranty. Fixture and finish are endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117. Patents U.S. and international patents granted and pending. BetaLED is a division of Ruud Lighting, Inc. For a listing of Ruud Lighting, Inc. patents, visit www.uspto.gov. �candlepawergle oTrace: Vertical plane through ) 30° horizontal anf maxlmum candlepower. Independent Testing Laboratories certified test. Report No. ITL64299. Candlepower trace of 6000K, 120 LED Type IV Medium area luminaire with backlight control and 7,543 initial delivered lumens operating at 350mA, All published luminaire photometric testing performed to IESNA LM-79-08 standards. 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 8C 6C 4C 20 0 2C ■■■.R�_t7, l��....`► ,I �Il/lriiri1111111; ► i��l�i�iili , c r Isofootcandle plot of 6000K, 120 LED Type IV Medium area luminaire with backlight control at 25' A.F.G. Luminaire with 7,790 initial delivered lumens operating at 350mA. Initial FC at grade. THE EDGE" EPA & Weight Calculations p of Weight 2@ 2@ 3@ 4@ LEDs 120-277V' Single 180° 90° 9o° 9o° m E-� Adjustable Fitter Mount 0° 20 21.0lbs. 0.66 131 0.98 164 197 40 23.8lbs. 0.66 131 0.98 1.64 1.97 60 27.1lbs 0.66 1.31 1.02 168 205 80 28.2 Ibs 0,66 1.31 1.07 1.72 2.13 100 35.4 Ibs. 0.66 1.31 1.11 1.76 2.21 120 33.5lbs. 0.66 1.31 1.15 1.80 2.29 - 140 - 36.91bs. -- 0.66 1.31 1.19 1.84 -- 2.13 160 41.4 Ibs. 0.66 1.31 1.23 11.89 2 46 180 42.2 Ibs. 0.66 1.31 1.27 1.93 2.54 200 43.3 Ibs 0.66 1.31 1.31 1.97 2 62 220 47.0lbs. 0.70 1.39 n/az n/a' n/al -- 240 -__. 47.81bs. 0.74 .. 1.48 n/a� n/a� _-- n/a2 1. Add 5 Ibs. for transformer in 347-480V fixtures when 525mA drive current or multi -level options are selected 2. For applications requiring 220 or more LEDs at 90 degrees refer to the 0L mount version of our spec sheet. © 2010 Betal_EDr' , a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com vs i 3° Made in the U.S.A. of U.S. and imported parts. I EO 11i Meets Buy American requirements within the ARRA E BetaLED Catalog #: ARE - EDG - _ F % -DA- -C- L1-TAM -16-C- -sX-- %32-1 Notes: of LEDs Dim. "A" 271 [ 689mm 1 ] 18.1" [ 460mm ] Optional Photocell �- Receptacle Location 9. r [ 229mm ] Convenient, Interlocking Mounting Method 20 40 11.75' 11.75' 60 13.75' 80 15.75' 100 17.75" 120 19.75, 140 21.75- 160 23.75' 180 25.75' 200 27.75" 3.9' 220 29.75' [ 100mm ] 2.1' 1 53mm A.: .a 240 31.75" Product Family Optic Mounting 4 of LEDs LED Voltage Color Factory -Installed Options ( x 10) Series Options Please type additional options in manually on the lines provided above. ARE EDG 13 4M1 DA' ❑ 02 C B UL 13 SV ❑ 43K 4300K Color Temperature' 13 4MB2 ❑ 04 Universal Silver ❑ 525 525mA Drive Currents.' ❑ 06 120-277V [3 BK ❑ DIM5 0-1OV Dimming (525mA maximurril ❑ 08 © UH Black ❑ F Fuse' 10 ❑ 10 Universal O Bz ❑ HL Hi/Low (175/350/525, dual circuit input)" ❑ 12 347-480V Bronze ❑ P Photocell11,13 ❑ 14 ❑ 12 p PB ID R NEMA Photocell Receptacle1013 ❑ 16 120V Platinum E3 TL Two -Level (175/525 w/ integrated sensor control)11 ❑ 18 E3 24 Bronze ❑ TL2 Two-Level(0/350 w/ integrated sensorcontrol)11 ❑ 20 240V p WH ❑ TL3 Two -Level (0/525 w/ integrated sensor control)71 ❑ 22 1327 White ❑ 24 277V 1334 347V Footnotes 1. IESNA Type IV Medium distribution 6. Available on fixtures with 20-120 LEDs 11. Refer to multi -level spec sheet for availability and additional 2. IESNA Type IV Medium distribution with backlight control 7. Control by others informs o-n 3. Direct mounting arm for use with 3-6' square or round pole 8. Refer to dimming spec sheet for availability and additional 12. Must specify voltage other than UL or UH 4. Color temperature per fixture; minimum 70 CRI information 13. This option not available with all multi -level options. Refer to 5. Driver operates at 525mA instead of the standard 35OmA providing 9. When code dictates fusing use time delay fuse multi -level spec sheet for more information a higher lumen output and a shorter life 10 Not available when UH voltage is selected 1 PERFORMANCE # of LEDs Initial Delivered B U Lumens-Type1V, Medium @ 6000K Rating Initial Delivered G' Lumens - Type IV B U G Medium w/ Backlight Control @ 6000K Rating"' Initial Delivered B U G Lumens - TypelV' Medium @ 4300K Ralinp'"' I (Standard) Initial Delivered Lumens -Type IV Medium w/ Backlight Control 4300K Ir• B U G System Watts 1p0-277V Total Current ®120V Total Current Q 230V Total Curcent 277V System Watts 347-480V'i Total Current C� 347V Total Cuff 480V L„Hours" @25°C (77° F) Rating"' 20 40 1,669 (02) 1 1 1 1,298 (02) 0 1 1 1,464 (02) 1 1 1 1,139 (02) 0 1 1 25 0.23 0.11 0.10 0.20 0.28 30 51 74 0.09 0.08 105,000 3,339 (04) 1 1 1 2,597 (04) 0 1 1 2,928 (04) 1 1 1 2,278 (04) 0 1 1 49 0.41 0.23 0.15 0.1.2 105,000 60 5,008 (06) 2 1 1 3,895(06) 1 1 1 4,393(06) 1 1 1 3,417(06) 1 1 1 71 0.60 0.32 0.22 0.17 105,000 80 6,677(08) 2 2 2 5,194(08) 1 1 2 5,857(08) 2 212 4,555 (08) 1 1 1 93 0.78 0.41 0.35 96 10.28 0.21 105,000 100 8,347 (10) 2 2 2 6,492 (10) 1 2 2 7,321 (10) 2 2 2 5,694 (10) 1 2 2 116 0.98 0.52 0.43 119 1 0.35 0.26 105,000 120 10,016 (12) 2 2 2 7,790 (12) 1 2 2 8,785 (12) 2 2 2 6,833 (12) 1 2 2 139 1.17 0.61 0.52 141 0.41 0.30 105,000 140 11,686 (14) 3 313 9,089 (14) 1 2 2 10,250 (14) 2 2 2 7,972 (14) 1 2 2 164 1.39 0.74 0.63 170 1 0.49 0.35 105,000 160 13,355 (16) 3 3 3 10,387 (16) 1 2 2 11,714 (16) 3 3 3 9,111 (16) 1 2 2 186 1.58 0.83 0.71 1 192 0.55 1 0.40 105,000 180 15,024 (18) 3 3 3 11,686(18) 1 13,178 (18) 3 3 3 10,250(18) 1 2 2 211 1.77 0.93 215 0.62 0.45 105,000 200 16,694 (20) 3 3 3 12,984 (20) 2 14,642 (20) 3 3 3 11,388 (20) 1 3 2 233 1.97 1.03 0.68 0.49 105,000 220 18,363 (22) 3 3 3 14,282 (22) 2 J33 16,107 (22) 3 3 3 12,527 (22) 2 3 3 256 2.16 1.13 IL 0.75 0.54 105,000 240 20,032 (24) 3 3 3 15,581 (24) 2 17,571 (24) 3 3 Fixture 3 13,666 (24) Operating525mA 2 3 3 279 2.35 1.23 0.81 0.59 Inc 20 2,170 (02) 1 1 1 1,688 (02) 1,903 (02) 1 1 1 1,480 (02) 0 1 1 37r1.310.18 0.17 43 0.13 0.1540 4,340(04) 1 1 1 3,376 (04) 3,807 (04) 1 1 1 2,961 (04) 1 1 1j217 0.27 75 0.22 0.19 61,000 60 6,511 (06) 2 2 2 5,064(06) 5,710 (06) 2 2 1 4,441 (06) 1 1 1 0.41 116 0.33 0.27 61,000 80 8,681 (08) 2 2 2 6,752(08) AT11- 7,614(08) 2 2 2 5,922(08) 1 2 2 0.54 145 0.42 0.32 61,000 100 10,851 (10) 2 2 2 8,440(10) 9,517(10) 2 2 2 7,402(10) 1 2 2 0.68 186 0.53 0.40 61,000 120 13,021 (12) 3 3 3 10,127(12) 11,421 (12) 2 3 2 8,883 (12) 1 2 2 0.81 226 0.65 0.48 61,000 ' Utilizes magnetic step-down transformer when 525mA drive " For recommended lumen depreciation data see TD-13 `"` For more information on the IES BUG (Backlight-Uplight-Glare)Rating current or multi -level options are selected visit www.iesna.ora/PDF/Erratas/TM-15-07BugRatingsAddendum pdf © 2010 BetaLED'", a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com ve • Made in the U.S.A. of U.S. and imported parts. s:•"" IN Meets Buy American requirements within the98E9. LEEY E General Description Slim, low profile design minimizes wind load requirements. Fixture sides are rugged cast aluminum with integral, weather -tight LED driver compartments and high performance aluminum heatsinks. Convenient, interlocking mounting method. Mounting housing is rugged die cast aluminum and mounts to 3 - 6" square or round pole. Fixture is secured by two (2) 5/16.18 UNC bolts spaced on 2" centers. Includes leaf/debris guard. Five year limited warranty on fixture. Electrical Modular design accommodates varied lighting output from high power, white, 6000K (+/- 500K per full fixture), minimum 70 CRI, long life LED sources. 120-277V 50/60 Hz, Class 1 LED drivers are standard. 347-480V 50/60 Hz driver is optional. LED drivers have power factor >90% and THD <20% of full load. Units provided with integral 9kV surge suppression protection standard. Integral weather -tight electrical box with terminal strip for easy power hook-up. Surge protection tested in accordance with IEEE C62.41.2 and ANSI standard 62.41.2. Field -Installed Accessories Bird Spikes ❑XA-BRDSPK Testing & Compliance UL listed in the U.S. and Canada for wet locations and enclosure classified IP66 per IEC 529 when ordered without P or R options. Consult factory for CE Certified products. RoHS compliant. International Dark -Sky Association approved. Finish Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra - durable silver powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Bronze, black, white and platinum bronze powder topcoats are also available. The finish is covered by our 10 year limited warranty. Fixture and finish are endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117. Patents U.S. and international patents granted and pending. BetaLED is a division of Ruud Lighting, Inc. For a listing of Ruud Lighting, Inc. patents, visit www.uspto.gov. Photometrics THE EDGE® EPA & Weight Calculations Candlepower Trace: Vertical plane through) horizontal angle of maximum candlepower. Independent Testing Laboratories certified test. Report No. ITL63810. Candlepower trace of 6000K, 120 LED Type IV Medium area luminalre with 10,464 initial delivered lumens operating at 35OmA. All published luminalre photometric testing performed to IFSNA LM-79-08 standards. 1�80' 60' 40' 20' 0' 20' 40' 60' 80' 80, 60' 40' 20' 0' 20' 40' 60' ■.11ROMM / 1. . . f�,1111H ` ft�l �Ir��!��:►�1111 ; MINIMUM if ■111;� M`//1. A11101 lJ,�►���11111, ►��� lull oil. Now 24.4 183 122 6.1 Om 61 122 183 24A Position of vertical plane of maximum candle wer. Isofootcandle plot of 6000K, 120 LED Type IV Medium area luminalre at 25' A.F.G. Luminaire with 10,016 initial delivered lumens operating at 350mA. Initial FC at grade. Independent Testing Laboratories certified test. Report No. ITL64299. Candlepower trace of 6000K, 120 LED Type IV Medium area luminalre with backlight control and 7,543 Initial delivered lumens operating at 35OmA. All published luminaire photometric testing performed to IESNA LM-79-08 standards. 20' 6.1 24A 18.3 122 6.1 Om 6.1 122 18.3 24.4 Position of vertical plane of maximum candlepower. Isofootcandle plot of 6000K, 120 LED Type IV Medium area luminaire with backlight control at 25' A.F.G. Luminaire with 7,790 initial delivered lumens operating at 35OmA. Initial FC at grade. N of LEDs Weight 120.277V' Single 2@ 1801 2@ 90' 3@ 90 4@ 90, M � ■ Fixed Arm Mount 20 21.0lbs. 0.60 1.20 0.87 1.47 1.75 40 23.7 lbs. 0.60 1.20 0.87 1 47 1 75 60 27.6Ibs. 0.60 1.20 0.92 151 183 80 28.11bs. 0.60 1.20 0.96 155 1.91 100 32.31bs. 0.60 1.20 100 160 2.00 120 33.51bs. 0.60 120 104 164 2.08 - . 140 _. 36.91bs. 0.60 1.20 108 168 2.16 160 414lbs. 0.60 1.20 1.12 1.72 2.24 180 4211bs. 0.60 1.20 n/a2 n/a2 n/a2 200 43.3 Ibs. 0.61 1.21 n/a2 n/a2 n/a2 220 46.6 tbs. 0.65 1.29 n/a' n/a2 n/a2 240 47.8lbs. 0.69 1.38 n/a n/a n/a2 1. Add 5 Ibs, for transformer in 347-480V fixtures when 525mA drive current or multi -level options are selected 2. For applications requiring 180 or more LEDs at 90 degrees refer to the DL mount version of our spec sheet. :;� © 2010 BetaLED®, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com Made in the U.S.A. of U.S. and imported parts. LEF5 ;' Meets Buy American requirements within the ARRA. MOUNTING ACCESSORIES Wall Mount Bracket c4wog Numbor WWI 4"A Ff"t 71nP 1w rr*-.irf14t4, �VAvA irw e.�f 'VIr ,�;j hrxr, ii f1caAjve� K TV hq1 WAII Mount Bracket WMA H Cross -Arm Ad;iptov C A-1 YMaIN m"nt Bracket WM-2 or fre widi Af4ist-&-'r, 1'41-zi 3"m?. ar,", T CID imcr 6,1 bzo- v) "I ra L, V. A I kN r7 WA I I 'Lite T-#-o,ro 4wq4.wn, 3 8 -1 f.^v I "Icri Giocound #4*&&M Post C,-1tA10,g N(orber PGm- I W Ij f- 7 Wood Pole Mounting 13mcket al. —EN' 11111b Caulog PWY-1 156 Rel'sughtifir, , �:, . lisr�e�t Qc, Oakledge Environmental Services, Inc. P.O. Box 4065, Burlington, VT 05406 (802) 660-8312 September 27, 2008 South Burlington Planning Commission 575 Dorset Street South Burlington, VT 05403 Re: Pepsi Bottling Ventures CUD application Wetland Project #2008-141 Dear Planning Commission: On behalf of Pepsi Bottling Ventures LLC I am notifying you of a request for a Conditional Use Determination for site improvements to their facility at 20 Karen Drive in South Burlington, VT. The work consists of constructing several site improvements and infrastructure components associated with a commercial soft drink bottling and distribution center, and includes the construction of a stormwater pond and overflow spillway, tractor trailer truck and automobile parking, relocation and installation of a drainage swale and catch basin, and reconfiguration of a parking area to meet city zoning requirements. The project location is shown on the enclosed Site Location Map. Complete copies of the Conditional Use Determination application can be reviewed at the following locations: Vermont Department of Environmental Conservation I I I West Street Essex Junction, VT 05452 Town Clerk's Office 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission 30 Kimball Avenue South Burlington, VT 054031 Please feel free to review the document at any of the above locations if you have any questions about the proposed project. Sincerely, Jeff frey Sek" verson Principal/Ecologist Enc. Project location map O Z J W 1 KAREN DR. ALLEN RD. W PROJECT LOCATION SO BURN CIVIL ENGINEERING ASSOCII INC, Project No. 10 MANSFIELD VIEW LANE, SO. BURLINGTON, VT 05403 ` PEPSI BOTTLING FACILITY 07222 Sheet 802-864-2323 FAX: 802-864-2271 20 KAREN DRIVE Scale: NO SCALE Drawn by PBS L1 Date: 9-29-2008 Checked by PBS SOUTH BURLINGTON VERMONT DEVELOPMENT REVIEW BOARD 4 NOVEMBER 2008 Ms. McIntyre said 2 things have changed from the previous plan: The scale of the building has been reduced. The second floor will not be occupied but will be used only for storage. The plan to abandon the water line was too expensive, so they will now use it but bring in a second line for fire protection. Ms. LaRose said the Water Department is agreeable to that. Mr. Dinklage asked if there is an additional drive-thru lane compared to what is there now. Ms. McIntyre said there it, and it was in the previously approved plan. Mr. Dinklage noted the approval would re -approve the whole Mall parking waiver. Mr. Belair said that other than the Christmas season, there are no issues with parking. He added that the temporary units would take up some parking spaces until it is removed. The approval motion was amended to remove the requirement to dig up the old water line. Ms. Quimby moved to approve Final Plat Application #SD-08-51 of Chittenden Bank subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 9. Continued Conditional Use Application #CU-07-09 of L. E. Farrell to change the use of a 94,000 sq. ft. light manufacturing building to warehousing, processing, storage & distribution use, 20 Karen Drive (Pepsi plant): and 10. Continued Site Plan Application #SP-07-83 of L. E. Farrell to change the use of a 94,000 sq. ft. light manufacturing building to warehousing, processing, storage & distribution use, 20 Karen Drive (Pepsi plant): applicant reviewed the history of the building which has been a bottling plant since the 1980's. It would now be used for warehousing. The Plant is now owned by Pepsi Bottling Ventures. The wetland delineation was done, and they now have a State CUD. The original parking plan has been modified. They will now also tear down the big satellite dish. Ms. LaRose said staff is pleased with the CUD and recommends approval. Mr. Behr noted that the motion refers to 47 parking spaces and he counted 67. This will be corrected in the motion. Trip ends will also be checked on and the motion amended to be accurate. )DEVELOPMENT REVIEW BOARD 4 NOVEMBER 2008 Ms. Quimby moved to approve Conditional Use Application 4CU-07-09 and Site Plan Application #SP-07-83 of L. E. Farrell subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. As there was no further business to come before the Board, the meeting was adjourned at 11:30 p.m. Date gout n. November 20, 2008 Peter Smiar Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Re: Minutes — Pepsi Dear Mr. Smiar: For your records, enclosed is a copy of the approved November 4, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 5?5 Dars,tt Street South Rurkngtan, VT 05402 lot 802-64 AM tax 1101-246.4111i Www.,sbura_uffites Conditional Use Determination Section 8 - Vermont Wetland Rules In the matter of: Pepsi Bottling Ventures LLC 20 Karen Drive South Burlington, VT 05403 Application for the after -the -fact construction of a stormwater pond with spillway, tractor trailer truck parking and car parking areas built between 1990 and 2007, and proposed installation of a drainage swale and catch basin, impacting 4,790 square feet of Class Two wetland and 2,760 square feet of buffer zone. Karen Drive, South Burlington File #: 2008-141 DEC ID #: EJ97-0049.01 The Vermont Agency of Natural Resources received application #2008-141 for a Conditional Use Determination. This application has been publicly posted through October 15, 2008 and notice sent to all parties as required by Section 8.3 of the Vermont Wetland Rules. No comments were received during the public comment period. Findings of Fact After careful examination of this application, the Agency finds: 1. A complete application was received from Jeffrey Severson of Oakledge Environmental Services, representative for Pepsi Bottling Ventures LLC, for Conditional Use Determination #2008-144 on September 23, 2008. The wetland and adjacent 50-foot buffer zone are located on the south side of Joy Drive in the vicinity of Karen Drive in South Burlington. Julie Foley, District Wetlands Ecologist, conducted a site visit to the subject property with Jeff Severson on May 12, 2008, Jeff Severson and Peter Smiar of Civil Engineering Associates on June 26, 2008, and with Alan Quackenbush, State Wetlands Coordinator, on August 13, 2008. 4. The subject wetland is mapped on the Vermont Significant Wetlands Inventory maps and is therefore designated as a Class Two wetland in the Vermont Wetland Rules. The subject wetland is an approximately six -acre forested wetland generally characterized by ash and white pine trees with surface drainage features. The forested swamp on the west side of the property is dominated by green ash, black ash, white pine and young 2 of 6 Pepsi Bottling Ventures CUD #2008-141 American elm in the overstory, and green ash, swamp white oak, European buckthorn and Morrow's honeysuckle in the understory. The herbaceous layer includes sensitive fern and sedges. The portion of the wetland on the north side of the property has an overstory of green ash and white pine with buckthorn dominating in the understory. Spicebush is common in this section of the wetland. The herbaceous layer contains sensitive fern, field horsetail, orange touch-me-not and Canada goldenrod. The buffer zone on the subject property includes mowed lawn, parking areas and a stormwater pond. The buffer zone on adjacent parcels includes fragmented young forest in a largely commercial and residential neighborhood. A power line right-of-way crosses the wetland and buffer zone on the south side of the property. The wetland and buffer zone soils are identified as Enosburg and Whately soils .in the Soil Survey for Chittenden County. 6. This applicant seeks after -the -fact approval for several projects constructed between 1990 and 2007. The applicant used a 1988 othophoto of the project site to determine which areas were pre-existing at the time of the adoption of the Vermont Wetland Rules (1990). A stormwater detention pond and stone -lined spillway were constructed in the wetland and buffer zone after 2004. Most of the detention pond impacts are located within pre-1990 site disturbance limits in an area that was mowed lawn. The spillway was installed outside the pre-1990 limits of disturbance, but is required for the proper functioning of the detention system and to protect the wetland from channelization. A tractor -trailer parking area was constructed in the buffer zone on the western side of the site after 1990 and has been expanded over the years to accommodate larger trucks. The applicant proposes to establish uniform 3:1 side slopes on the western and southwestern sides of the parking area. The slopes will be topped with four inches of topsoil and seeded and mulched to stabilize the now unstable bank. A perforated pipe and gravel drain were installed within the northern portion of the wetland to capture and divert surface water into an existing drainage system. The applicant performed this work to alleviate flooding and ice buildup on the roadway during the winter. The applicant proposes to remove the drain and restore the area. A paved car parking area was constructed in buffer zone on the north side of the facility in the 1990s. The applicant proposes to reconfigure the parking spaces, remove several spaces and restore a small paved margin to lawn. Proposed impacts include the construction of a new gravel drainage swale along the east side of Karen Drive in the wetland buffer zone. The new swale will drain to a new catch basin that will be installed at the outlet of the existing gravel drain to be removed. Together, the new swale and catch basin will route surface runoff into the existing facility storm drain system. The as -built and proposed portions of the project include 2,760 square feet of wetland impact and 4,790 square feet of buffer zone impacts. Proposed restoration activities include natural revegetation of wetland areas, stabilizing slopes, removal of paved parking spaces and removal of a wetland drain totaling over 1,000 square feet of wetland restoration. 7. The applicant has submitted a complete application including site plans by Civil Engineering Associates for Pepsi Bottling Ventures: "Existing Conditions Wetlands Plan" dated June 2008 and revised August 19, 2008; "Proposed Conditions Wetlands Plan" dated July 2008 and revised August 19, 2008; "Site Details and Specifications" dated August 2008; "Specifications" dated August 2008; and "Erosion Control Notes and Details" dated August 2008. 3 of 6 Pepsi Bottling Ventures CUD #2009-141 The protected functions of the wetland include at least the following: surface and groundwater protection (§5.2). The following functions of the subject wetland are either not present or are present at such a minimal level as to not be protected functions: water storage for flood water and storm runoff (§5.1), fisheries habitat (§5.3), wildlife and migratory bird habitat (§5.4), hydrophytic vegetation habitat (§5.5), threatened and endangered species habitat (§5.6), education and research in natural science (§5.7), recreational value and economic benefits (§5.8), open space and aesthetics (§5.9) and erosion control through binding and stabilizing the soil (§5.10). 10. The subject wetland is significant for the surface and ground water protection function because the wetland reduces levels of contaminants in surface water which recharges underlying groundwater; protects water quality by the retention of sediments; and moderates the adverse water quality effects of soil erosion and stormwater runoff. The impact to the wetland has not signiticantly reduced the capacity of the wetland to remove sediments or reduce contaminants. The impact from the construction of the storm pond outfall is likely offset by the improved stormwater treatment of the site provided by the introduction of the stormwater treatment system. The wetland drain on the north side of the property will be removed and restored, improving the existing wetland condition. Based on the factors described above, the proposed project will not result in an undue adverse impact to this function. 11. The site has been incrementally expanded since at least 1990 when the Vermont Wetland Rules were adopted. The applicant requested a permit for some of these encroachments, to remove and restore others, and to apply for new impacts to improve site drainage. The upland portions of the site are almost completely built out, leaving little opportunity to put proposed impacts entirely in the uplands. A portion of the wetland and buffer zone on the south side of the stormwater pond will be partially restored by the applicant's discontinuance of mowing and maintenance of those areas not required to be maintained for the stormwater system functioning. It should be noted that this area also lies under the VELCO power line right-of-way and as such the vegetation will be maintained every five years in accordance with their vegetation management procedures. An existing embankment adjacent to the tractor -trailer parking area on the west side of the property will be regraded and stabilized with seed and mulch. A gravel drain containing a perforated pipe currently drains the wetland on the northern portion of the property. This structure will be removed, the swale will be backfilled with material of similar texture to adjacent wetland soils, and the area will be seeded with a wetland conservation mix and mulched. Vegetation management in this area of the wetland will be discontinued. Lastly, several paved parking spaces will be removed from the buffer zone and restored to mowed lawn. Silt fence and construction fence will be installed at the limits of disturbance for any areas to be disturbed. 12. If the project is constructed according to the specifications of the application and accompanying site plans, and the conditions of this Conditional Use Determination, the resulting wetland and buffer zone alteration is not expected to result in any violations of the Vermont Water Quality Standards. 4of6 Pepsi Bottling Ventures CUD #2008-141 Conclusions of Law Based on information provided by the applicant and their representatives in the application for Conditional Use Determination, the Agency of Natural Resources concludes: Under Section 8 of the Vermont Wetland Rules, effective February 23, 1990, the Secretary may authorize conditional uses in a significant wetland or in its adjacent buffer zone. The Rules state that each Class Two wetland is presumed to serve all of the wetland functions identified in the Rules (Section 4.2b). Protected functions are distinguished from other wetland functions in Section 2.20, as those functions that make a wetland so significant they merit protection under these rules. Under Section 8.5a, the Secretary may only authorize a conditional use when it is determined that the proposed conditional use will have no undue adverse effect on the protected functions, unless the Secretary determines such impacts are sufficiently mitigated. The proposed conditional use cannot practicably be located on an upland portion of the site or on another site owned, controlled or available to satisfy the basic project purpose. All practicable measures have been taken in this proposal to avoid adverse impacts on protected functions. The Agency determines that the proposed conditional use, described in the Findings of Fact and in the Conditional Use Determination application in question, will have no undue adverse impacts to the protected functions of the Class Two wetland and associated buffer zone on this subject property or the adjacent wetland complex. Decision The Vermont Agency of Natural Resources finds, that on the basis of the information provided in the application for Conditional Use Determination, there is reasonable assurance that the proposed conditional use will have no undue adverse effects on the protected functions of the significant wetland on this property provided the provisions of the application are supplemented with the procedures described below. This Conditional Use Determination is therefore approved with the following conditions: A. All activity shall be completed, operated and maintained as set forth in accordance with the proposal in Conditional Use Determination Application #2008-141 and all submittals listed in Finding of Fact #7 above. No material or substantial changes shall be made in the project without the written approval of the Vermont Wetlands Office. B. A continuous line of orange snow fence shall be installed along the limit of disturbance prior to the start of construction. A continuous line of silt fence shall be properly installed by the applicant immediately upgradient of the snow fence prior to any construction and shall be regularly maintained. Care should be taken to ensure that silt fence is installed on the contour and not in areas of concentrated flow such as stream channels or ditches. Sediment shall be cleaned out before and after any significant storm event or when they have reached less than half the height of the fence. Removed sediments shall be disposed of in a stable, upland area outside the 50-foot buffer zone at least 200 feet from waters of the state and stabilized 5 of 6 Pepsi Bottling Ventures CUD #2008-141 immediately with seed and mulch at a minimum. All other disturbed soils shall be seeded and mulched within 48 hours of final grading. All sediment barriers and construction fencing shall be removed following the successful establishment of vegetation. C. All proposed activities in the wetland and adjacent 50-foot buffer zone, carried out in compliance with Condition A, must be completed within three years of the date of the Conditional Use Determination or it will expire. An extension of time may be granted for cause. A request for an extension must be received by the Department at least 30 days prior to the end of the three-year period in order to prevent the expiration of this Conditional Use Determination. A request for extension will be considered a minor modification. D. The wetland boundary determination is valid for five years from the date of this determination. The delineation will need to be re-evaluated by a qualified wetland consultant if the project is not constructed, or additional impacts are proposed, after the five-year time period. E. The terms and conditions of this decision shall run with the land. F. The applicant shall monitor the portion of the wetland in question annually during early July for five years following construction for the nuisance plant species purple loosestrife (Lythrum salicaria) and common reed (Phragmites australis). All nuisance plants found shall be pulled by hand and disposed of by burial or burning in a non -wetland location. Additionally, the contractor's equipment shall be cleaned so as to contain no observable soil or vegetation prior to work in wetlands and buffer zones to help prevent the spread of invasive species. 2. The Agency maintains continuing jurisdiction over this project and may at any time order remedial measures be taken if it appears likely that adverse impacts to the protected functions and values will occur. 3. This Conditional Use Determination does not relieve the applicant of the responsibility to comply with any other applicable federal, state, and local laws, regulations, and permits. 4. By acceptance of this Conditional Use Determination the applicant agrees to allow representatives of the Department of Environmental Conservation access to the property covered by the Conditional Use Determination, at reasonable times, for the purpose of ascertaining compliance with the Vermont Wetland Rules and the Vermont Water Quality Standards. The Department, by issuing this Conditional Use Determination, accepts no legal responsibility for any damage direct or indirect of whatever nature and by whoever suffered arising out of the project described. Appeals Any person with an interest in this matter can appeal this decision pursuant to 10 V.S.A. Section 1269. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $225.00, payable to the state of Vermont. 6of6 Pepsi Bottling Ventures CUD #2008-141 The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned; and the name of the applicant, and any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermon iudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (tel. 802-828-1660). Laura Q. Pelosi, Commissioner Department of Environmental Conservation by: Alan Quackenbush Wetland Section Chief, Water Quality Division Datedp Waterbury, Vermont this day of WpVVr..`n,,�/, 2008 LP/AQ/JF CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of otice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five worki g days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAILING ADDRESS �a 3�Q g/�I I" s iv 0 uw�tV'it Z�� �fE tz� L 3�-tip' qlf R14-t' V S�6 i4 (d V, �1c�'c� Syi�c� CFI PROJECT OF 1MT1=Gr:c-r ev ,..V4 c►��� ��L� qt�y-4-5 i e y r k' I 1/4 %i t CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of otice of and appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE. ' 2 NAME MAILING ADDRE S PROJECT OF INTEREST io � 3TO-46 MCof� AS %?( Az Ae '" 7 REvos, "MAIaL,tJ EL 1►' t� rn f { VT— f/ee++ miner jo i�rby J a K.1 r-b 1zj MME ? 0AW Y 0Q) 6r V'rbtl 04 f,. P/ )) 6b Kirk RJ CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: /Jc)V -zx U a NAME Y-,T#y *UU-C-A a d / /J * Mk�T�oj Lad.dia WPJsk I:) OK-Ojrj�" poj w(18�c'k-- R sivVPyLe- L; s u s Ty-kA - bmpA G-c� MVbML- 1 o (a e,r# 'i ?o s kt"n Grcv'ej 4�j S4, Cam-ce Llew CC )IJ I-L e-j- (ti- PawLUUeI MAILING ADDRESS S!lUt. Z6--ti V4- PROJECT OF INTEREST &6 k-l(zev P-b U Y,"L, 2, aAArAllkl t3FAA -,,Ftl C CL 4C 2 r�4vt/1 EJ-- CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE. 11—4 -6 1' NAME MAILING ADDRESS PROJECT OF INTEREST / 0 P-P, 11� 3 GlvrL- r- —0a,rs�-��- 50 , g y 2c.c r.4� rro ni � �[ T �6 � �Chi (✓ r t 00 ► 14E MMAJ `lam southurlington PLANNING & ZONING November 6, 2008 Peter Smiar Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Re: Site Plan Application #SP-07-83 & Conditional Use #CU-07-09 Dear Mr. Smiar: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board on November 4, 2008 (effective November 6, 2008). Please note the conditions of approval includinq that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely, Bet cDonough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150-0003 6150 6147 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburi.com Oakledge Environmental Services, Inc. P.O. Box 4065, Burlington, VT 05406 (802) 660-8.312 September 27, 2008 South Burlington Town Clerk 575 Dorset Street South Burlington, VT 05403 Re: Pepsi Bottling Ventures CUD application Wetland Project #2008-141 Dear Town Clerk: On behalf of Pepsi Bottling Ventures LLC I have enclosed a copy of their Conditional Use Determination application for improvements to the Pepsi facility at 20 Karen Drive in South Burlington, VT (Wetland Project # 2008-141). Please make this application available to the public for review. Thank you for your assistance. Sincerely, Aeverson Consulting Ecologist VERMONT WETLAND RULES CONDITIONAL USE DETERMINATION APPLICATION Title 10 V. S.A., Chapter 37, Section 905 file number: date received: [ ] complete [ ] incomplete date completed: DEC receiver: INTRODUCTION The following questions must be answered in order for this application to be considered complete. If you have questions on any portion of this form, please call the Vermont Wetlands Office at (802) 241-3770 for assistance. NAMES 1. Applicant: Pepsi Bottling Ventures LLC, C/o Dan Stone Address: 20 Karen Drive, South Burlington, Vermont 05403 Phone: (802) 652-6910 2. Landowner: Pepsi Bottling Ventures LLC Address: 20 Karen Drive, South Burlington, Vermont 05403 Phone: (802) 652-6910 3. Representative: Jeffrey Severson, Oakledge Environmental Services, Inc. Address: P.O. Box 4065, Burlington, Vermont 05406 Phone: (802) 660-8312 PROJECT DESCRIPTION 4. Location: (Street Address): 20 Karen Drive, South Burlington, Vermont 05403 5. Acres owned by applicant and landowners at project site: +/-23.8 Acres involved in project: +/- 0.8 6. Project purpose: To construct several site improvements and infrastructure components associated with a commercial soft drink bottling and distribution center, consisting of the construction of a stormwater pond and overflow spillway tractor trailer truck parking, and automobile parking, relocation and installation of a drainage swale and catch basin, and reconfiguration of a parking area to meet city zoning_ requirements. 1. General project description (include number and size of buildings; number of lots; length of roads; type of sewage disposal; etc.): The proposed work consists of site improvements and infrastructure components at an existing commercial beverage bottling and distribution facility sited on three lots. The Pepsi facility is served by a public road and municipal water and sewer. OTHER INFORMATION 2. Are any other federal, state or local permits required for this project, and if so, have they been applied for or obtained? Required Applied for Obtained US Army Corps of Engineers Permit [ X ] [ ] [ ] 401 Water Quality Certification [ X ] [ ] [ ] VT Act 250 Permit [ X ] [ ] [ ] VT Stormwater Discharge Permit [ X ] [ X ] [ ] VT Lakes and Ponds Permit [ ] [ ] [ ] VT Stream Alteration Permit [ ] [ ] [ ] Local Zoning Permit [ ] [ ] [ ] Other: Local Site Plan Approval [ X ] [ X ] [ ] Other: Local Conditional Use Determination for Change of Use to permit warehouses [ X ] [ X J [ ] 9. Attach the following information to the application: [ x ] Location map (project area marked on a USGS topographic map or Vermont Significant Wetlands Map). [ x ] Site plan(s) including existing conditions, proposed work erosion controls, and wetland and buffer zone boundaries (see Section 3.2 and 4.6 of the Vermont Wetland Rules for description of methodology). [ x J Any other narratives or documents that the application intends to rely upon in support of the proposed Conditional Use. 2- [ ] Photos of wetland, if available. 10. List the names and complete mailing adaresses of all persons owning property within or adjacent to the wetland or buffer zone in question. Name Mailing Address with Zip Code n/f Pepsi Bottling Ventures LLC C/o Dan Stone 20 Karen Dr. South Burlington, VT 05403 n/f Ascension Lutheran Church 95 Allen Road South Burlington, VT 05403 n/f Ready Funeral Service Inc. 261 Shelburne St Burlington, VT 05401 n/f Jolly Associates SB Collins Inc P.O. Box 671St Albans, VT 05478 n/f Robert M. Fuller RR# 1, Box 2030 Bristol, VT 05443 n/f Kalsang, GGT 1860 Shelburne Road, South Burlington, VT 05403 n/f Thomas and Dawn Edwards P.O. Box 847 Milton VT 05468 n/f Chalrimsak Chompupong 1 Cabot Ct South Burlington, VT 05403 n/f Locust Hill Association 19 Locust Hill Shelburne VT 05482 WETLAND AND BUFFER ZONE IMPACTS 11. Complete the following for the entire wetland in question. a. Size of wetland (to nearest % acre): +/-1 acres b. Check the dominant type of wetland present: _ open water _ marsh _ wet meadow shrub swamp X forested swamp bog or fen beaver influenced wetland _ agriculture other (explain): c. Name of all streams, rivers, lakes, and ponds adjacent to the wetland and approximate distances from proposed activity: There are no streams, rivers, lakes or ponds adjacent to the wetland. d. Approximate the percentage of each of the following cover types in the area surrounding the wetland: 50 forested 30 commercial/industrial 5 residential (including lawns) 10 old field _ agriculture 5 road _ lawn open water other (specify): power line corridor 12. Complete the following for the portion of the wetland and buffer zone in the area of proposed impact. a. Area of impact in wetland (sq ft): 2,760 sq ft_ Area of impact in buffer zone (sq ft): 4,790 sq ft b. Check the type of wetland present (check all that apply): 3- open water marsh _ wet meadow X shrub swamp X forested swamp bog or fen beaver influenced wetland X _ other (explain): periodically brush - hogged shrub swamp located under power line on south side of property C. Description of dominant vegetation: The forested swamp to the west of the facility is characterized by an overstory of green and black ash and scattered white pines. American elm is typical in the subcanopy, while a mix of native species such as green ash and swamp white oak, and invasives such as European buckthorn and Morrow's honeysuckle characterize the woody understory_ Sensitive fern and a Carex sp characterize sections of the herbaceous layer. Virginia creeper is the common vine in this area. The forested wetland to the north of the facility is characterized by a canopy of white pine and green ash, with lots of European buckthorn in the understory. Spicebush is common in a section of the understory. Characteristic fortis include sensitive fern and field horsetail, with orange touch-me-not and Canada goldenrod in areas where the understory appears to have been cleared in the past d. Description of soils in the wetland and buffer zone (from Soil Conservation Service soil surveys or site investigations): Wetland soils are mapped as Enosburg and Whately soils Buffer zone soils are mapped as Adams and Windsor loamy sands Belgrade and Eldridge soils, and a small formc;r borrow pit. e. Check the characteristics of the wetland which apply: _ flooded most of the time _ standing water at least part of the growing season _ water impounded by beavers X soils are saturated during at least part of the growing season _ dry most of the year Description of the buffer zone: Fragments of young forest surrounded roads, commercial development and some residential development to the south. The buffer zone on the grounds of the Pepsi plant includes several parking areas lawn fragments and a stormwater pond 13. Describe in detail all work that is proposed within the wetland or buffer zone, including erosion control measures, referencing attached plans where appropriate: The proposed work includes the following: 1) constructing a stormwater pond and overflow spillway, 2 constructing a parking area for beverage delivery trucks, 3) relocating and installation of a drainage swale and catch basin, and 4) reconfiguring a car parking lot to meet city zoning requirements. The relocation of the gravel drainage swale and parking lot reconfiguration are part of the applicant's efforts to reduce wetland impacts at the site. M Existing site conditions, including structures, roadwork and infrastructure constructed and installed to date, are shown on the Existing Conditions Wetland Plan (Sheet C 1 W). The overall project layout, including work that has been completed to date as well as proposed future site improvements and proposed wetland restoration areas are shown on the Proposed Conditions Wetland Plan (Sheet C2W). Both the construction completed to date and the proposed future site improvements are shown with respect to the Class Two wetland and buffer zone boundaries (Sheets C 1 W and C2W). "After the fact" permission is sought to bring previously constructed project elements that will remain intact into compliance with state wetland regulations, along with the proposed project elements. Site Details and Specifications are shown on Sheets C2.0 and C2.1. Erosion Control Details are shown on Sheet C3.0. Stormwater detention pond A stormwater detention pond and stone -lined spillway were constructed in the southwestern section of the property in 20OX (Sheets C 1 W and C2W). The detention pond is essential for detaining and treating a significant portion of the stormwater runoff from the Pepsi facility. The stone -lined spillway is needed to prevent downgradient erosion in the wetland by dissipating potential erosive forces associated with stormwater discharge from the pond outlet. Most of the detention pond was constructed within the pre-1988 site disturbance limits that were in place prior to the adoption of the Vermont Wetland Rules. The current detention pond occupies the general location of a former stormwater pond that had been filled previously for safety reasons. Most of the stone -lined spillway was constructed outside the pre- 1988 site disturbance limits, and therefore, this construction is regulated under the Vermont Wetland Rules. The applicant proposes to leave these necessary physical structures intact, while restoring a portion of the wetland and buffer zone on the south side of the pond by discontinuing mowing and allowing wetland vegetation to become reestablished. Tractor -trailer parking A parking area for tractor -trailer trucks was constructed on the western side of the site between 199X and 20OX (Sheet C 1 W). The parking area was extended in phases as the parking needs for longer delivery trucks grew in response to changing'ogistical requirements in the beverage distribution industry. A substantial portion of the steep westerly -facing slope was constructed outside the pre-1988 site disturbance limits, and a portion of this construction occurred within the 50-foot buffer zone for the Class Two Wetland (Sheet C 1 W). A computer analysis of tractor trailer movement and parking at the Pepsi facility by Civil Engineering Associates demonstrates that the existing parking area is the only location at the Pepsi plant that is suitable for parking the long tractor trailers used for beverage distribution. The applicant proposes to leave the lateral extent of the parking surface intact, while establishing stabilized embankments with uniform 3:1 slopes on the western and southwestern sides of the parking area. Four inches of topsoil will be installed and a conservation seed mix and EC matting will be utilized on all disturbed areas. 5- Drainage swale relocation and catch basin installation A gravel drain and perforated pipe were installed in a shallow man-made swale in the northern wetland and buffer zone in 200X to capture and divert surface water away from Karen Drive (Sheet C2W). These features were installed in an attempt to prevent the recurring buildup of dangerous ice flows across the road in winter. Most of the gravel drain was constructed in the Class Two wetland while the Vermont Wetland Rules were in effect. The applicant proposes to remove the gravel drain and perforated pipe from the vietland to reduce wetland impacts, and to construct a new gravel drainage swale in a previously disturbed area outside of the wetland along the eastern side of Karen Drive (Sheet C2W). A new catch basin will be installed at the southern terminus of the gravel -lined swale, which will route captured surface water into the storm drain system for the facility. The swale where the gravel drain and perforated pipe are currently located will be restored by filling the swale with soil material with a texture comparable to the adjacent wetland soils, and the site will be seeded with a wet mix and mulched with straw. Parking lot reconfiguration A paved parking for employee cars is located on the eastern side of Karen Drive, adjacent to the northwestern corner of the main building. The parking area was constructed in 199X within the pre-1988 site disturbance limits (Sheet Cl W). The current parking space configuration does not meet current local planning and zoning standards for parking areas. The applicant proposes to remove several parking spaces located within the wetland buffer, and to realign the remaining parking spaces to meet local code requirements (Sheet C2W). Disturbed soils within the parking lot restoration area will be covered with topsoil, seeded with a conservation mix, and mulched with straw. 14. Before this section is completed it will be necessary to determine for which functions the wetland in question is significant. The functional criteria for evaluating a wetland's significance are described in Section 5 of the Vermont Wetland Rules. The Vermont Wetland Evaluation form is available through the Wetlands Office to help determine which functions may be significant. Demonstrate for the project as proposed will avoid adverse impact on each of the functions. Refer to plans and other attached documents as necessary. a) Water storage for flood water and storm runoff: see attached description b) Surface and groundwater protection: see attached description c) Fisheries habitat: see attached description d) Wildlife and migratory bird habitat: see attached description e) Hydrophytic vegetation habitat: see attached description f) Threatened and endangered species habitat: see attached description m g) Education and research in natural science: see attached description h) Recreational value and economic benefit: see attached description i) Open space and aesthetics: see attached description j) Erosion control through binding and stabilizing the soil: see attached description 15. Demonstrate by narrative and reference to plans that the following mitigation measures have been used to achieve no undue adverse impacts to the protected wetland functions. a. Can the proposed activity practicably be located on an upland portion of the site or on another site owned, controlled or available to satisfy the basic project purpose? (Explain) All of the project elements are located on upland portions of the site apart from the stone -lined spillway on the western side of the southern detention pond, for which no other practicable upland location is available. Most of the upland areas that have been or will be impacted by the project were disturbed prior to the adoption of the Vermont Wetland Rules in 1990. The 1988 orthophotograph (1:5000 scale) for the site was used to identify and approximate the pre -Wetland Rules limits of disturbance shown on the Existing Conditions Plan (Sheet C1 W) and Proposed Conditions Plan (Sheet C2W). b. Demonstrate how all practicable measures have been taken to avoid or minimize adverse impacts on protected functions, including project redesign or project scale back. The project incorporates a variety of measures to avoid and minimize adverse impacts on protected wetland functions. As noted, permanent wetland impacts will be restricted to the installation of the stone -lined spillway for the southern stormwater detention pond, and this structure is necessary for dissipating discharge flow energy and preventing erosion in the adjacent wetland. Individual areas where the Class Two wetland or buffer zone had been previously impacted were examined to identify areas where wetlands could be restored potentially. Impacts to the wetland adjacent to the south side of the southern detention pond will be reduced by discontinuing mowing in a strip of the lawn adjacent to the wetland to allow the regret of wetland vegetation (see Sheet C2 W). The wetland boundary in this area will be demarcated by boulders, plantings, or fencing. Impacts to the northern wetland will be reduced by removing a. gravel drain and perforated pipe from the wetland and relocating this structure to a previously disturbed portion of the site along Karen Drive. Wetlands will be restored in the strip of land where the gravel is located. Silt fencing will be installed at the bottom of bank at the trailer truck parking area prior to the future regrading of the sideslopes to establish uniform 3:1 grades, as shown on the Site Plan. 7- The silt fencing will define the limits of disturbance and prevent sediments from migrating westward in the buffer zone, and will be maintained through out the construction and stabilization phases of the project. C. For wetlands that have been disturbed, what steps will be taken to restore impacted functions (e.g. plantings, seedlings, mulching exposed soil, removal of fill, etc.) The project incorporates a variety of erosion prevention and sedimentation control measures to stabilize soils during and after construction. Site details, construction specifications, and erosion control notes and details for the proposed work are detailed on Sheets C2.0, C2.1, and C3.0. After the gravel drain and perforated pipe have been removed from the northern wetland the resulting ditch will be filled with soils comparable to the adjacent wetland soil, seeded with a wetland conservation mix, and mulched with straw. Mowing will cease in a strip of wetland that is currently mowed regularly along the south side of the southern detention pond to allow wetland vegetation to recolonize this area. Brushing of the woody understory in the western section of the northern wetland will cease, and the shrub and sapling horizons will be allowed to become reestablished. 16. Wetland compensation (creating replacement wetlands) is a measure to mitigate adverse impacts on protected functions that will only be possible in rare cases for specific functions (see Section 8.5c of the Vermont Wetland Rules). If a compensation plan is part of this proposal, demonstrate by narrative and reference to plans how the steps in Section 8.5c (1) - (7) will be met. No wetland compensation is proposed as part of this project. DISTRIBUTION 17. Submit the original request for conditional use determination to the Wetlands Office, Division of Water Quality, 103 South Main Street, 10 North, 2nd Floor, Waterbury, VT 05671-0408. Notification of receipt will be sent to the applicant once a complete application has been received by the Wetlands Office. 18. After receiving notification of completeness from the Wetland Office, send a complete copy of the application to the Town Clerk and Regional Planning Commission. Also send copies of the location map, description of the specific action(s) for which conditional use determination is sought, the supporting narratives, & a listing of where complete copies of the request have been files to: a. the municipal planning commission and/or conservation commission; and FEES b. all persons owning property within or adjacent to the wetland or buffer zone (item 10 of the application). 8- 19. 3 V.S.A. § 28220)(26) FEES. - Conditional Use Determination Minimum application fee $ 50.00 Plus Proposed wetland impact (2,760 sq. ft. X $0.07 per sq. ft.) $ 193.20 Proposed buffer zone impact (4,790 sq. ft. X $0.05 per sq. ft.) $ 239.50 Total fee enclosed $ 482.70 Note: If application is for the conversion of Class Two wetlands or wetland buffers to cropland, the maxim-ium fee is $200.00. Please make check payable to. State of Vermont Send with complete application to: Department of Environmental Conservation 103 South Main Street Building 10N -Wetlands Waterbury, VT 05671-0408 SIGNATURES I hereby certify that the information provided above or attached to this application is true and accurate to the best of my knowledge. Signature of Applicant Signature of Landowner Signature of Applicant's Representative Date Date Date Original signed copy on file at Vermont Agency of Natural Resources y- CUD application 10 Pepsi Bottling Ventures LLC 14. Wetland functions and values 14a. Water storage for floodwater and storm runoff The wetlands are not significant for water storage for floodwater and storm runoff. The wetlands are generally characterized by gently sloping topography with no constrictions and minimal depressions or areas that could store surface water and reduce peak stormwater flows. Most of the stormwater from the Pepsi facility is captured and routed to two stormwater ponds on the property. Parking lot and paved area runoff is routed to the northern pond on the west side of Karen Drive, while roof runoff is routed to the southern pond that is part of this CUD application. A slight depression in the wetland located to the west of the tractor trailer parking area provides a minimal amount of water storage capacity, however, this capacity most likely has a negligible impact on reducing any flood or storm peaks due to the relatively small amount of surface water that could potentially end up in the wetland. 14b. Surface and groundwater protection The wetlands are significant for surface water quality protection. The wetlands are positioned to receive and treat runoff from nearby developed areas located upgradient from the site, and receive treated stormwater from the outfall of the southern detention pond on the Pepsi property. The northern and western wetlands are also characterized by relatively low gradients, and, in the case of the western wetland, the presence of a slight topographical depression, which could also contribute to increased retention times for stormwater. The project will not result in an undue adverse impact to the capacity of the wetland to protect surface water. A relatively small area of the wetland, 2750 square feet, was lost when the stone -lined spillway for the southern detention pond was constructed. With respect to surface water quality the minor wetland loss is most likely offset by the improvements in stormwater treatment from runoff exiting the developed portion of the property, as a result of the construction of the detention pond and spillway. 14c. Fisheries habitat The wetlands are not significant for fisheries habitat. No permanent surface water features that could provide potential fisheries habitat are associated with the wetlands. 14d. Wildlife and migratory bird habitat The wetlands do not appear to be significant for wildlife and migratory bird habitat. In general the wetlands consist of relatively small, forested wetland fragments surrounded by commercial and residential development, and a disturbed mechanically brushed area under a power line corridor. Most of the wetlands that were mapped in the area appear to have been lost to commercial and residential development prior to the adoption of the Vermont Wetland Rules in 1990. The remaining wetland fragments could potentially CUD application Pepsi Bottling Ventures LLC 11 make a minor contribution to habitat for certain species of wildlife or migratory birds, however, they do not appear to provide habitat for any wildlife or migratory bird species that would rise to a level of significance under the Wetland Rules. 14e. Hydrophytic vegetation Spicebush (Lindera benzoin), an uncommon plant species (G5, S3S4) is present in portions of the forested wetland and buffer located on the north side of the facility, including the area along approximately the final 15 feet of the existing gravel drain and perforated pipe slated for removal. While the presence of an uncommon (vs. rare) plant species may not be quite sufficient to elevaie the wetland to significance for this wetland function, the plans for the site recognize the importance of protecting the habitat for spicebush at the site. Work in this area is restricted to the removal of the perforated pipe and gravel filled swale that was installed to capture and divert surface water that occasionally flows over Karen Drive and freezes in the winter. The restoration work will not adversely impact any of the spicebush population. The cessation of brushing the understory in the northern wetland should increase potential opportunities for the spicebush population to expand in area and in numbers. Active restoration work will be restricted to a narrow band along the existing swale that will be defined by construction fencing prior to the commencement of any work, and should not adversely impact any of the spicebush population. 14L Threatened and endangered species habitat The wetlands are not known to be significant for threatened and endangered species habitat, however, while no T & E species have been identified at the site, a comprehensive RT&E inventory has not been conducted. The Vermont Non -Game and Natural Heritage Program location map for the site indicates that one state Threatened Species and two state Endangered Species have been identified in the general vicinity of the site. Torrey's rush (Juncus torreyi), a state Endangered Species, has been found along railroad tracks located to the west of the site across Route 7. Torrey's rush typically prefers wetland habitats such as depressions in wet meadows, wet sandy ground, and muddy shores of ponds and small streams. It also tolerates some habitat degradation and can be found in more disturbed habitats such as roadside ditches. While it was not observed at the Pepsi site, disturbed wetland habitat to the south of the plant under the power lines and along the road habitat could potentially offer some opportunities for colonization. The project makes a minimal incursion into the wetland where the stone -lined spillway for the detention pond is located, and will not significantly reduce the potential habitat for this undocumented species. Upland sandpiper (Bartramia longicauda), a state Endangered Species, have been identified at a site located to the east of the project site characterized by open fields. Typical habitat for the upland sandpiper includes dry open pastureland, but could include wet meadows. This type of habitat is not present at the project site. CUD application Pepsi Bottling Ventures LLC 12 A population of stiff gentian (Gentiana quinquefolia), a state Endangered Species, is located near the Lake Champlain shoreline to the northwest of the site. Characteristic habitats for stiff gentian include moist ground along rocky wooded banks, wet fields, alkaline soils, rich woods and wet gravelly banks, and these habitat types are generally not present at the site. 14g. Education and research in natural science The wetlands are not significant for education and research in natural science. The privately owned site is not located near any schools, has no documented history of use for education or research, and does not appear to be zharacterized by features that would suggest potential significance for these types of activities. 14h. Recreational value and economic benefits The wetlands are not significant for recreational value or economic benefits. The privately owned wetlands do not appear to receive any recreational use, do not provide any economic benefits, do not provide significant habitat for fish or wildlife that might be fished, hunted, or trapped, and is not used for harvesting wild foods. 14i. Open space and aesthetics The wetlands are not significant for open space and aesthetics. The wetlands are located on and surrounded by private property. Limited views of the forested wetland to the north of the Pepsi facility may be obtained from Karen Drive, a public road. The wetlands, however, have no prominence as distinct features in the surrounding landscape, and possess no special or unique aesthetic qualities or values as wetlands. It is unlikely that the average person would make any visual distinction between the forested wetlands fragments and the adjacent young upland forest patches. 14j. Erosion control through binding and stabilizing the soil The wetlands are not significant for erosion control through binding and stabilizing the soil. The wetlands are not adjacent to any streams, rivers, ponds or lakes where potential erosive forces might be dissipated, and, therefore, there are no shorelines, riverbanks, or streambanks that a wetland might anchor and protect. CIVI � INGI �EERU NG ASS C1��MS). U CA. 10 Mansfield View Lane So. Burlington, VT 05403 October 14, 2011 Ray Belair Administrative Officer City of South Burlington 575 Dorset St South Burlington, VT 05403 Re: Pepsi Facility, 20 Karen Drive, South Burlington Application for Certificate of Occupancy for ZP-11-162 Dear Ray, Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Please find enclosed a Certificate of Occupancy application for the above referenced zoning permit. The parking striping work associated with this permit is complete. As discussed, we will be contacting your office this week to request the site inspection. Please feel free to call with questions or comments. Respectfully, Peter Smiar, P.E. psmiar@cea-vt.com (802) 864-2323 #309 Enclosures: C.O. Application Form and $153 Fee Cc: Michael Parent, Pepsi Bottling Ventures, LLC (w/ enclosures) CEA File 07222 P:\AutoCADD Projects\2007\07222\Site Plan Review\Pepsi CO letter 201 Ldoc RECEIVED OCT 17 2011 City of So. Burlington Date: CAVIL INC, 10 Mansfield View Lane Phone: 802-864-2323 So. Burlington, VT 05403 fax: 802-864-2271 E-Mail: mail@cea-vt.com LETTER OF TRANSMITTAL June 8, 2011 To: Ray Belair Zoning Administrator City of South Burlington From: Peter Smiar Project: Pepsi Bottling Ventures, LLC 20 Karen Drive Description: Updated site plan showing snow storage areas Message: Hi Ray, Please see attached updated site plans showing the existing snow storage areas at 20 Karen Drive. A note describing the pre-existing nature of the snow storage locations within the wetlands buffers has been added to the plan notes at the top of the sheet. If you have any questions, please let me know. Peter psmiar@cea-vt.com (802) 864-2323 x309 Enclosures: (3) full size copies sheet C1 revised 6/8/11 May 2, 2011 Re: #SP-11-16 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoninq permit must be obtained within six (6) months If you have any questions, please contact me. Sinc ely, Raymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com _i I Inc. SITE ENGINEER: Cobble PLAN NOTES Hill Holdir)gs,l > 1 1 \ / ,' LEGEND \ � � / O ) Box 1OGII\\ \\ / / \ I \ 1. Utilities shown do not purport to constitute or represent all P.O. / J / / I \ ( / / utilities located upon or adjacent to the surveyed Milton, VT Q5468 J _ / / \ /-� \ \ I \ `� \ \ , \ / / i 1 I / / — —sae— — CONTOUR P .f° ye Premises. Existing utility locations are approximate only. ` PROPERTY LINE 2. Contours shown are based upon a Compilation of topographic I \ \ '°' � / \ \ / i � � I / I 1 � y � 1 ` \ ,j / / 1 / / I � / I \ � survey information and LEAR data from the State of Vermont I \ �� / / � �.-� -/ / \ I ( \\, i \\ ; \\ \ r'(/ ( \ ` \\ ; ��/ / \ O IRON PIN Digital Orthophotography DVDy2004 'Bare Earth LIDAR- DVD. Y j $ ,' - I / \ �! \ \ /CONC. MOH. CIVIL ENGINEERING ASSOCIATES. INC. 3. This plan is not a boundary survey and is not intended to 10MANSFIEIDVIEWLANE, SOUTH BUHUNGTON, VI 05109 be used as one. � \ I I I J ( , 1 I , -SS GRAVITY SEWER LINE eozae.-alas ce:c eoaae.zzn »w: www.wwxeo., '� vA-/ -r\ I // (/ AI `��-v A \v AvA// --W WATERLINE 4. Property line information is based upon a plan entitled -Boundary -�� / �\`e , \\\ ( �`y r� l \ \ \ � / / / � / I 1 l \- Survey - Estate of Myrtle Lozon to L & C Farrell - Allen Road \�\ \ / , \ 1 \ \ \ /1 I / , / 1 \ \ —OE OVERHEAD ELECTRIC sTuwN South Burlington', Prepared by Robert C. Krebs, dated 8/29/81. I oh �\\\ `" 1\ / \ _\/ \� i / - 1 ) / i / I I I ( \\�1 / / ! II I \ 1 5. Previously. approved paved areas are based upon a plan\`\ II / // 1 \1 /// / rl �� I I I /J — —UE UNDERGROUND ELECTRIC PBS entitled Utilities - Site Plan, New Pepsi Cola Facilities, Louts E. \ 1 / / -' \ / / 1 \�-,-•�•..,•,(.••,I_ / / // , \ I 1�1 / I / / , I 1 — cxrsaeD Farrell Company, South Burlington, VT. Prepared b Krebs & Lansing\ \ �� 1 ,\ / / ( / / f"_• /� /�,/ ( I \ ). I I / / / / ' / / + I + — G GAS LINE Consulting Engineers, dated 8/26/81. ) �\ /i�� I.AI 1 1\ ,/ / I.•°• •• ( I)T2✓• / / 1 ( 1 \ II �/� // / /� �� , , \I —ST STORM DRAINAGE LJNE D$M 6. Wetland delineation was performed by Jeff Severson, Wetlands v// \ \�.'♦� /// '{ii �� \\\ I I \ �+ _ \ / l y� EA = 2.0 ACRES I 1 1 ) \ l I111 // / SEWER MANHOLE Ecologist. from Oo lease EnAronm final Services, In., in May 2008. / (\ ii �� i��• rl'' 1\1111j 1� I 1 \ 1 %\• I\ �ry / (� \ 10 • •: \-- / {/I �IIiI\ I 1 ( / --'I \ �/ PBS i r \ c I 1 \ ( /II \\ 1 ® STORM MANHOLE P 9 P ' /i / i, q, • i 0 1\ I 7• \ \ \ 1 I ) 1 of the originally approved Pepsi Facility. I � i 4fn'p �, i��!,. 111I I I I \ \ � ; I � I / "-.- �... \ I I \ I I ( \�•\\\\ l\ \ \ \ \ I / 4J 11\ � HYDRANT 01PNF.R: h i I / �'�' !Z'• II III I11 fV A ' l- A ( �. .. L♦+_ - -� ♦ ./ �\ �v AI I1A I1VA A AI 1 R ody Funeral 6ervicel / WATER VALVE J A / A ( I I I I N-' 2 1 g 1 A ,Vo V DETENTION 1�111111 I A v 1 ; W �' `� .! W ,✓ - I v j 1 \\ \ ' .1 I urliy{ onb Vf� 05401 / / - 1 D4 �! IV 1 1 x A POND / I11 I N 1At� / 1. i, >r .. 1.� V�1 ( \ 1'1 Il\V I v vvv�, � w '1 v / ::vvv of (/ s 9 POWER POLE PEPSI BOTTLING 1 /IIt ,A I' i'. W ♦'- W I .\ \-.S . / I I \ 1.\\ \\\\ \ / O B !i: f'` , ♦ .,'c, l 1 1 / CATCH BASIN �' \/ �\2/)I 1\ \/�\I 1/ \\ \\ ) \ III II\ /, \ \-\ / iI 1 �/�I1 ��\, \\\/�___,--__°'I � �y.'�// i� ,i////I .//1/ ( ' /\tiI 1 II/ ' \ / N\Gm\••\. q,1 \ \(\ \ *"\"�\,�,,. \r�.'.�' ' W` .W. \W / T..S ♦W'♦\) .yW... -.+.•�W., �/ WW. W W...ILI 1,.%.° �\ !.\-.�,.<"♦TI:�IW WI1/,`W- r\ \A\W"W-\�\ ��\W \- `.cW•_I \ -/�rW W .L1!I W�':_�,,1_I�.�I-.� W° l,+J 1.'.,= .N/\ti y,��.Z-�/�\\,i). °`\�\1.1\'.L _I -�I---,/\io�I \I \ \\ \ I \\`l I , c `O^O POLE MOUNT LIGHTS VENTURES LLC d LIMITS OF PREVIOUSLY SIGN 20KARENDRIVE 11APPROVED DRIVE \AN\1N P\FENCEDECIDUOUS TREE SOUTHBURLINGTON00 VERMONT FROT YD CONIFEROUS TREE ( SET. AK K/REN bR. 4 EDGE OF WOODS/BRUSH FENCE PROJECT: DRAINAGE SWALE /( ,. / BAR / 2.1 ACRES (� \\ / I / / I 1/ V/ 1 ° °/ /yl ✓... 1 \ \ `\\\\ _ I I / • ( 1 I l \ \ \ I 1. I I ( / © / OF PARKING SPACES 1L'S ( \O\AR i / 1\I (` G+IEL �RAIN�GE SWALE ; II \\� 1 1 I II i / I i� (/' (�� \�\\\\ 1 .I .......... 50' WETLAND BUFFER PEPSI-COLA (, \ ! ) 1 / 1/ / \ / /I CLASS It WETLAND LIMITS ( I I 1 / 1 / I BOTTLING Jolly Asspcydle� FACILITY S.B. Collinp(Mg /\ \ \\ . I I /\ 1 r / \ P.O. Box1,6.�'`\ 111.-)\ ) \ I 1 1 / I \\\ 1 / I \ 1 \ (�' + 1 \ \-t--L-Irt RECONFIGURED 1\ 1 I I I / I 111 \\ St. Alban§�r105498 )1_ IJ / / // - 1 _ PARKING AREA \ cension Lutheran Church \ \ 1 / / / \ \I I I I 1 I I �l 20 KAREN DRIVE p 1\ y 1 1 Ir / 195 Allen Rd. \ \ I tGAVI G So. E�rlington, Vi 05403 SOUTHBURLINGTON II \ \\ \II(\ 1 t / 1 I 1 / / /c\ 1 ) ' l ) _ { 1 1 1 I I / �-m� I �l 1 \ \ ' / / I L \A DAISIGN 1 11 11 I / a c %-I I it( I11°\1 I \ II I I\ \\ \I \ \ \\ 1 I / l 1' \ 1 \ t I' /\ \ 1 \ I 1 I I L • \ + VERMONT \\ 1 l �/- \\��- \ 1 I oo I\ III / It / ,o \ \ II I \ I 1 / /• / )�I EXISTING BUILDING / I I II II I I I 1 \ //�^�\ i"'"• r! ll/p �I // \J \11// l I 85,200S.F. Robert M. Fuller -\ �`\I ��� a,\ I •, i _ I /�// \^�/ // / /1 1 , \ \/i I I /II -.`'_-i_-_ ' rl RR# 1 x 2030 (/ //\� iBristol, 05443 I I I - t 41 // �-�-�„� -•\ � � � \ / � / �ti. � I 1 : l I I I I I I I I I / J / l I \l' �' 'EXISTING HANDICAPPED / {I \ ` \\\ \ \� I F• W �♦ I I // \ .--i `�� / / / r s I PARKING SIGN .I it \ // TRACTOR _TRAILER FUEL PUMPS r-TRUCK \^ , I RACK UNDERGROUND Sii E I \ I I /\\'; / / I •. ( W ( \ \ \\I I PARKING FUEL TANK ti\� 4�; ON I / '� I LQT3 / �W �•�` 1 \� \1 OIL/ GRIT L \ / \\\ 1) I I II bry \ (x� p�A l�� \ /I \• AREA = 18. BACRE SEPARATOR I \ I I SCREENING FENCE AT III / /I I 1 / /ry \ \ N ga �J LOCATION MAP S` r 'yl I -��` / J I\ 1 pr EXISTING DUMPSTER LOCATION jT I r \ / \\ 1 r I + j o/S/Rip ` P -1aoa� + i \ I l •: \\ _ /1, \� I I , ,:I :I it I �/1 I \ / _ `-� H' DATE ece RI-M. MIANDS DELNEAGON, EDGE OF WOWS, �, �, 1 \ I\ / I / \ " 8 1B 08 CN PBS EN ODS, Isong GIST \ i "l s 1 I I I \\ '\ �1 I `I+ v 1 0 Shelburne Rd., \ \� I 1 I \ \ / „ ,.\ ♦w 1 / 1 \ I I I I I N \ \\ I I - I I I/1 I I I 1 1 PROP. swA�. Ex. sEhfR, STORM. DOMPSTEA SO th Burlington, VL0541�3'' 1) \/ (( I-_) / // `t. S ✓ 1 \ E• I I I I 4 \ Am\\ 2d' WATER ONE I I 1 \ I, ilhl�l I I/ 1 I \ �/ ti 9 EXISTING GARAGE �I 1 a 9,700 S.F. \ \ �, I 1 N I \ \ I I 1 n I 0/2t/08 PBS UPDATED FOR SIT PEW SUBMIT& EASEMENT I 1 \\ t^ I I 1! I \ \ \ / 1 / \. 1 I (� / 11 A _` J \� ! \\ (\ 1�A 1 11 II 1 °•. CHAIN LINK�IyVI I 1 1 1 1 I \\ \ \I 1 \\ \ 1� ./25/n ADDED PARKING svAas. UPDATED FOR C.O. ' ' \ ♦. 1 FENCE II IrI, Pas \h\II I ,,,•,• \ I I l' \1 t: — _'-�-+ram -= I �=---- ____ -- \'. 111�11'Ij+ � I\1 \I j \I �\ I _ /-ilk+�-��\5RTtl / 1._�6TON FILLkTPJ� / (11 \ Imo'-��._ .' --`` \� 1 `�1 1 e 5� \ �,,,Oi 1/ I1111 I�I 1 GRAPHIC ISC {., ) TRUCK PARKINfK. _------- - / PAVED PARKING ( I ♦ Td' NDPE 1 J'- �\ / / / .//W \ I AREA IT % 1 ..a. 1 RKING \ 1 / / ( V ,DETENTION-•1,••d, / -'22 " - \ I h � POND •.>.° I z N -----1 L II PROPOSED e / '((. .\ \ �� � ---- (•1• I \ 9 ADDITIONAL NT 1I II SITE PLAN -- _-_ PARKING- \ -L-- \IIIII 1 \ \�1urh-\�olb' ) _\ X�\ I (/, I I.. \W �2J5�: ♦\ �_ .+s��� OE�3 -1- — SPACE3 �_ _ \ -i- OE- '_`•r 1- -1 —/ 1— i-t' 1 )-OEi-- - )_ Lam. _ _ I \ \ \ ( ` 1 1 �"" \ i1 �- -� - `x R'� -- =• -/- - - - �TTRUR .._ /._ l�i�+ 1 I I-� of !� _ - � 1 I � \ \ ,/ 1 1 \�(' l -•/ . • • \ '\ \' Wes_, - - i -,i'� '� .l �� "♦ \ \ �1 7. // / /,-PARK{NG . / ARE I \ 1501 //IVEUC0IEASEMENT Thomas & Dawn Edwards \ W W W I ® / �' '. / II I I I / Dore anwTvr. NomoeN P.O. Box 847. I � / 1 ,, / .. /a ( .//. �_✓ .( i°''j /` °\ -- ^—^T�� I , \ \ �� J I \ \ \ \ 1 1 1 \ I \ Milton, V1' 05468 , \ / / \ ! • \ OCT. 29, 2007 T . 1 \ I / _ / L _ So TH_LBURUNGTbN_ _ v _ r _ 1 T \1 j OUWERANTI GS. bR FENCE LBI�Ri' E // J T - _ \ ,{ r �lT �,T\ _ T - 1 T \ Ti I 1 T -r`-\ Tom- - \ T —'tom T / ° = 40' C 1 h) T DENARCATEND/BgdNOdBX / -J I f LdFust Hill AssOCiavon^/) 1) N NO B)IFFER I PAG\ v� \ _ 1 1 I /\\\ L\ \\ i°� \ \� \ \ \ ` 1 I I 1 /'/ REMENT OF SATE--V& AND -CUD}.� /� / / 19 LaCtLSt HIII a PARKING INSTALLE� PR -1988) N \ J 1 I l \ \ \ \ S \ \ 1 \ \ 1 I / / /, PRO]. NO, Shelbume, VP- 5482II 07222 December 31, 2008 Douglas K. Riley, Esq. Lisman, Webster & Leckerling, PC PO Box 728 Burlington, VT 05402-0728 Re: 20 Karen Drive — Certificate of Compliance Request Dear Mr. Riley: Enclosed, please find your letter to me dated November 13, 2007 and a check in the amount of $26.00 which is being returned to you. I have been unable to issue the requested Certificate of Compliance since I received your letter. This property is still in violation of the zoning regulations. You may resubmit your request when the property is in compliance and I will issue the Certificate. If you have any questions, please feel free to contact me Since aymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com -,YERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation Notice of Issuance of Conditional Use Determination # 2008-141 Please be notified, as per Section 8.4 of the Vermont Wetland Rules, that the request for a Conditional Use Determination received from Pepsi Bottling Ventures LLC for the after -the -fact construction of a Stormwater pond with spillway, tractor trailer truck parking and car parking areas built between 1990 and 2007 and proposed installation of a drainage swale and catch basin was issued on this 3rd day of November, 2008. It was found by the Agency of Natural Resources that this conditional use will not result in any undue, adverse effects to the protected functions of the significant wetland off Karen Drive in South Burlington, Vermont. Complete copies of the decision can be obtained by calling the Water Quality Division at 802- 879-5650 or writing to the address below. Any person with an interest in this matter can appeal this decision pursuant to 10 V.S.A. Section 1269. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal and the entry fee of $225.00, payable to the State of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permits involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontjudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. 802-828-1660). Julie Foley Wetlands Ecologist Water Quality Division Department of Environmental Conservation 111. West Street Essex Junction VT 05452-4695 cc: Distribution list November 3, 2008 Regional Offices - Barre/Essex Jet./Rutland/Springfield/St. Johnsbury CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: October 31, 2008 \drb\sit\Farrell\farrellPepsi_siteplan_cu.doc Plans received: October 29, 2008 20 KAREN DRIVE CONDITIONAL USE APPLICATION #CU-07-09 SITE PLAN APPLICATION #SP-07-83 Agenda #9 and #10 Meeting date: November 4, 2008 Owner/Applicant Property Information Pepsi Bottling Ventures LLC Tax Parcel 0950-00020C, 0950-00005L 20 Karen Drive 0950-00010L South Burlington, VT 05403 Allen Road Zoning District Location Map PROJECT DESCRIPTION L.E. Farrell Co. Inc, hereafter referred to as the applicant, is seeking conditional use and site plan approval to change the use of a 94,000 sq. ft. manufacturing building to warehousing, processing, storage, and distribution use, 20 Karen Drive. The applicant is also requesting approval for after the fact site modifications which have been created over the years, including new parking areas. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on October 29, 2008 and have the following comments. CONDITIONAL USE CRITERIA Pursuant to Section 14.10(E) of the South Burlington Land Development Regulations, the Proposed conditional use shall meet the following standards 1. The proposed use, in its location and operation, shall be consistent with the planned character of the area as defined by the City of South Burlington Comprehensive Plan. The proposed change in use is consistent with the planned character of the area and the existing uses in the area. 2. The proposed use shall conform to the stated purpose of the district in which the proposed use is located. Pursuant to Section 5.07(A) of the SBLDR, the Allen Road Zoning District recognizes the complex of land uses and densities. Future commercial development shall be in general keeping with Commercial 1 regulations to provide for the goods and services needs of local residents. Staff feels the proposed warehousing use is in compliance with the stated purpose of the Allen Road District, as it is in an area that is densely developed with commercial and office uses. 3. The Development Review Board must find that the proposed uses will not adversely affect the following: (a) The capacity of existing or planned municipal or educational facilities. Staff believes that the proposal will not adversely affect municipal services. (b) The essential character of the neighborhood or district in which the property is located, nor ability to develop adjacent property for appropriate uses. Staff believes that the proposal is in keeping with the character of uses on surrounding properties and will not adversely affect the character of the area or the ability to develop adjacent properties. (c) Traffic on roads and highways in the vicinity. 2 According to the ITE, 7t" Edition, the proposed uses will result in a decrease in estimated PM peak vehicle trip ends from 61.1 to 42.7. (d) Bylaws in effect. The proposal is in keeping with applicable regulations. (e) Utilization of renewable energy resources. The proposal will not affect renewable energy resources. (0 General public health and welfare. Staff does not believe that the proposal will have an adverse affect on general public welfare or the health of the surrounding public. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The change in use results in a decrease in the requirement of parking space. Under the new proposal, 48 parking spaces will be required. Fifty four (54) are shown on site. However, many of these are not in compliance with the SBLDR's. Furthermore, many of these have been created on site without City approval. The applicant is currently in violation of their approved site plan. Staff visited the site and previously had some concerns about the proposed parking The applicant is proposing "expanded gravel parking" to the western side of the property, near the existing garage. This gravel parking is not delineated and is currently being used for tractor trailer truck parking. This has been noted as such. The applicant has addressed several previous concerns of staff relating to the existing parking lot closest to the main entrance on the west side of the building, now labeled for ten (10) parking spaces; they now meet the SBLDR standards. The proposed expanded parking area along the southern edge of the subject lot is located in a wetland or wetland buffer. This issue will be discussed in further detail below. Based on 94,000 SF of warehousing, processing, storage, and distribution use, the site requires 47 parking spaces. 53 are provided. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. 3 The number of parking spaces located to the front of the building are minimal. As the site is largely hidden from public view and most spaces are pre-existing, staff does not recommend any changes per this criterion. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. There appears to be a large telecommunications apparatus on the building. It is possible that this exceeds the allowable height limit in the district. The applicant should address the height of this apparatus, and if necessary, request a height waiver. 1. The applicant should address the height of the telecommunications apparatus and total building height, and if necessary, request a height waiver. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. There are no changes to the proposed building. The change in use proposed herein does not necessitate any changes to this criterion. (fl Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. There are no changes to the proposed building. The change in use proposed herein does not necessitate any changes to these criteria. The building has been recently re -faced; staff finds that it is sufficiently and aesthetically pleasing. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to require any additional access to abutting properties. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. ►., Staff has already stated that pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Trash storage is shown on the plans and is adequately screened. (d) Landscaping and Screening Requirements Because no buildings are proposed, there are no requirements for additional landscaping. Lighting Staff has visited the site and has observed many light fixtures; both building and pole mounted which are not in compliance with the SBLDRs. Flood lights or lights which are otherwise not downcast or shielded are not permitted. The applicant has proposed to change these to fixtures which are in compliance with Appendix D of the SBLDRS and has submitted related cut sheets. 2. All exterior lighting on site shall comply with Appendix A.9 and Appendix D of the SBLDR. All lights shall be downcasting and shielded. Wetlands There are significant wetlands on the site which are Class II. The applicant has delineated the wetlands and is proposing impacts to the associated 50 foot buffer. Any impacts into the Class II wetland or associated buffer require a Conditional Use Determination from the State of Vermont before the City will even consider the proposed impacts. The applicant has been working with the State to obtain this CUD and believe the final approval will be available for the November 4ch meeting. 3. The DRB should discuss the proposed impacts to the Class ll wetland buffer. The applicant shall adhere to the decision of the DRB with respect to the buffer impacts. RECOMMENDATION Staff recommends that the Development Review Board approve Conditional Use application #CU-07-09 and Site Plan application #SP-07-83 subject to the conditional items included in this report. Respectfully submitted, Cat yann S—Rose, Associate Planner Copy to: Peter Smiar, CEA 5 t0 E U) Q Q C:) V N 00 CD C) CV 00 N CD a) N (V N 11_ O N N N 1-- CD CD CD N U a) O IZ Q U O PLAN NOTES SITE ENGINEER: Cobble Hill Holdi gs,l Inc. LEGEND P.O. Box 1001 1. Utilities shown do not purport to constitute or represent all J , \� ) / / I �, \ \ \ \ \ \ \ ' �—'I \ , / I —336 - -- CONTOUR Milton, \/� f?$468 , \ / I utilities located upon or adjacent to the surveyed premises. I / Existing utility locations are approximate only. r� / I / / \ \/ I I \`�J L' \ \ \ ,•� /�r,/— / / I \ < I I ,--\ — — — PROPERTY LINE 2. Contours shown are based upon a compilation of topographic I / i I / (!/ I / / / survey Information and UDAR data from the State of Vermont I \ r'� O IRON PIN Digital Orthophotography DVD/2004 "Bare Earth LIDAR" DVD. Y \ J $ ti / j/ - �� I �� I \ \ I `J \ �\ \ \ / /� / / o CIVIL ENGINEERING ASSOCIATES. INC. \ \ / \ I CONC. MON. 3. This plan is not a boundary survey and Is not Intended to \1 \ I / 10 AUISF76D Vff1VL.IhE, SgRNBNEIMGTON, K06x03 be used as one. f .,r//1 \ \ \ 1 /� I I I I , —SS GRAVITY SEWER LINE eaRae•asas rvt eaaae•-an ..er w.w.cw.coom � \ \ f�Q • \ \ ^ _ l -( / 4. Property line Information is based upon a plan entitled "Boundary -��\mil CCU` \ \ (\ \, �T\ \ /� i \\ \\ �\ \ \\ \ \\1.J / /// // / I 1 \ —W WATER LINE corm RlSlUmal - Survey -Estate of Myrtle Lozon to L & C Farrell -Allen Road -- \ \ / \ �\ \ Y \ 1 t,�_ \ \ \ \\ \ \ /) I/ / , ,/ I \ \ 1 - OE OVERHEAD ELECTRIC D��car South Burlington", Prepared by Robert C. Krebs, dated 6/29/81. ////' I� 1 \I /••.• • // ,/ II �II1 \\(�7 ,J / /)r /� i \I ----UE UNDERGROUND ELECTRIC PBS o \ / ) / 5. Previously. approved paved areas are based upon a plan entitled Utitities -Site Plan, New Pe si Cola Facilities, Louis E. \\ ) / / \ 1 \ , / •••�••••. (..., / / ( \ \ 1� I I , I / / , / I �) -- G GAS LINE cascsso Farrell Company, South Burlington, VT. Prepared by Krebs & Lansing \ / .,/ I /-�••M•••. / , / / \ I I, 11 ( I / // / , I \ — PBS ConsultingEngineers, doted 8 26 81. / 1�'•. / / C (1(I // // /� 1 ST STORM DRAINAGE LINE 9 / / I I 1 \ \ •••T•••••• lT1 / •f.., r I� \ IIII I! r / 6. Wetland delineation was performed by Jeff Severson, Wetlands ,/ /� \ \</ / / /f 4�4Z \\\\\ I I \ _ \ / �y l ,�r� EA = 2.DACRES 1 2 �• .• � � \ (JIII / I / / / / 1 - � SEWER MANHOLE Ecologist, from Oakledge Environmental Services, Inc., In May 2008. \ i�i /,� ��4fif 4 1\\\\I I� 11 ,'\ 1 \ / l fi1' l J l \ `'74 • •1\ EXI BE R PAVEMENT l / /IIII 11 / // - 1 \ ® PBS �� l • \ i \ 1 - STORM MANHOLE Wetland delineation was performed in areas surrounding expansions I \ / �i, q�ii�4� 4�q, i 11111\I \ 1 \ t \ \ \ (\ \ 1 I \f0 BE REMOVED AND 1 I \ \I I \\ / I 1\ ' !� of the originally approved Pepsi Facility. I q4, 4,0 �y , 4 O, I111 11 \ \ \ / y�.r.,,�,..,, \ \ REPLACED WITH 4" 3 QO 1 \ ( \ R Ody Funeral 6ervicel HYDRANT OWNER: II//q�h �hG����O III11 ( •• / TEED AND MULCT{ \ \ / ( r r . , i. �, d , f I11 • l \•Y Y•,,.J,• i•,�,,.,,.ii•., / pp \ \\ \ \ 1 WATER VALVE )i ( \ \ / �/ III I •DETENTION% i 111 \ —_\ ♦.•♦a !• +( .i :'.,I / Imo' 11 111\\ 1 ShelbN�me )St. / / I \ ( / „ 1 ^\% 1 1 ( i� 7r p / I11 I ,n� 1 j �. 1. . W WI 1 ( ITS OF PREMOII \\ \ •1 / jiUrlip/gton,v-05401 I °a. POWER POLE / , / I� \ ,r POND i, m 4 1, ( ♦ APPROVED DRIVE / i \ \ \ \ .• I / I \ / \ , _m 1 \ 1 / -ay. \\ r,ppvr'ir'p•i,i / l( \ . \ PEPSI BOTTLING 1 ) / / t \ 1. ! \ \ h 4 h 4 0 4 / / I � •, I• i +• W .� '' E•r • + I . \ s . I I \ � \\\ \ , , - O ❑ CATCH BASIN \.: .,\ \� -_ VENTURES LLC \ \ •` \�,1' W I• \ I (I I: Iq1 POLE MOUNT LIGHTS 7 pC \ \ \ , �\ \ \ - - �„ + . \ . / ♦ I h _ \ \\ \ LIMITS OF PREVIOUSLY \ T SIGN 20 KAREN DRIVE / \ \9d RD\ \ \\ PROPOSED -' ///// / no 7. .\ . �� l I •� �. \\ W . /. 1 \(\, _ \ 1 I 1 \ N \ 1 \ • '� \ \ I /" ,.�/ + \+ • . 1 .. . �. \ . L._ i { . '� N 1 \ III APPROVED DRIVE / I FENCE' I I \, �,�/'' / 1 Y•L \ ( �. y,l . �I • . d• . + I rl• g . . +• I + Isr fr'.4„• / •I ( Ir�l I I DECIDUOUS TREE '% �! \ \\I II /) / i 1. 'v i l \ Q� \ � 1 / / I I �7—•-� / � I � �q \\ \ S . � S\ 1 1 .• .. I+• / ` � k G • f `" \ \ 1 I / `\ SOUTH BURLINGTON FRONT YARD I \ \ 1 i • • + • •I. + ./�+`W �"•,,• •,,•mow / / :,"'"`� y, CONIFEROUS TREE SETBACK 11 \ I •�• \1 i• "' ry� ., /\ �'„ \\ y„\1,:,,. •>- •� \ (, (� I '71` VERMONT J I ( / / K REN bR. . W .. \' \ / \ / / ` -I< y' . ' rvwwv\w-v-� EDGE OF WOODS RUSH I \ 1 /A / I \ � � ./ .r / . •�_ I � �� r � 1�"i /B —.�— FENCE PROJECT: \ \ ) l \1\ J 1 / / I / / r i I ) / 1 1 T �' S5 _- / .- - �.; - - _ _ \ _ �..._.__ DRAINAGE SWALE (-� \ / r- i� I \\\\\., I 1 I ,, I- ..,++n'n:... •i I —TIC/�-�r- -''/V A\ - ® r L�] I \ 1 ( \ I J / OF PARKING SPACES lr �\ \ \\ \ ������•�•��•��•� .......� CLASS II WETLAND LIMITS TAR =2.,, ACRES `I `, ` 1®�ROPOBED / 1 \ �, --_ - i / PEPSI-COLA I I / \I \ / �. •/� ' i V \VA A .....�.....� ....... 0' WETLAND BUFFER I I I \ I SIDE k FIEAR / 1 / Imo' / GR�VEL RAIN GE SWALE ( \ - 5 \ I I I I J .. I I,,,— I \\\\ \ BOTTLING ' II /v i i / i I I f' v v ' �• I 'v FACILITY Jolly Ass�cteb/ f 1 I / ( I / I l \ I \ I' \ PROFi05ED S.B. Coll@nq/rliq,/\._\N \.II I \ \I 11 1 (/\ ) \ / \®CATCH/BASIN •(/ \ ` ) \ '::": 1 I I I / 1 I .I �ti \ P. Box)b1�/11, \ \ ` / ; _ \ J / \\ i (\ 1 \ I I� cenaion Lutheran Church' 1:;`: \ ! 20 KAREN DRIVE Si.tAlban9'y ��, 05475)11=� I . IJ / 1 / / I / \— ( - 1 1 1 I / \ \ \� l'(\ / / / ( \ 1 \ I � \ � �1 l +:; : I � I / 195 Allen Rd. xl�n G I \\ 1 1 l I I/ g F So. Brlin ton, VT 05403 D AbIN I I 1 1\ 11 I I / I/ — a�� ., c SOUTH BURLINGTON \ I II \ l �! 1 \ \ \ • / / 1 - \AID (SIGN + _T VERMONT /— \ 00 1 ♦ / l .......... l I I i P (% \c G \ \ 1 r I ! I LIMITS OJT. PREVIOUSLY) /APPROVED RKING / / 1 I ✓ / / l l / ... at..r... ..+.;;:::�:>r:;: I III I I \ ( ( i Robert M. Fuller iyr,'sxryw;;:S;li;:;1: / I I 1 I I ! N I l l (�� I ....... �I I III I I I I 1�/ i \ I RR#1 x 2030 \� • I� !Iv 1 i ��vJ i/i/// V \lI i' %j�% I A l I I/ � /:i \ �'•�II1/�V\�V v7 I •�•` \�I i // � I v PROPOSED - r' TRACTOR ILER FUEL PUMPS (2) r l I• +', V l ) r \ \ J\ \ l I I + Y i \ \ \ III --TRUCK UNDERGROUND / / I / I ! i \\\ I\ PARKING i FUEL TANK ® \\ 1 I I 1 I I II I ati X � \ \ \ \ \ / ! L T3 " 1 OIL/ GRIT V �v III I 'I ti ( . `vp 0 1 l \ \ ON / I / / w LOCATION MAP 19. 9ACfIES ! �•I / I I SEPARATOR - I 1 I 1 �• . A v I / ! ` . 1 .r%I ell �' 'III V I A / — �c DAn c�c® srnwos \ V I A� A A f• 1- �� I 1 �� 1 A a / g \ \ \\` \ I �' \ `(� ` '•` \ , I I I 1 \ / 1 .., ) /IA/Da PBS WETLANDS OEINEA1aN. EDGE a YooD� IsOn GGT \ I \ S r ( Q, / / • ;1 . I ^' \ \,�y`I \ 2d' WATER LINE BIKE 11 .� _ - \ 1. I II II/( 11 II 11 II/� 1 11 \\ /�� I ph/ PROP. SWAtE DL SEWER, S7piY, WYPSIEIt 1 D Shelburne Rd: 1 PROPOSED • / I I I �\ 1' �� So th Burlington, VT/ 054�13 �1 COPE STABILIZATIONER / " L III 'EXISTING GARAGE \ --- ti / COVERED UNDER ) / E \ J I f , I I 9 700 8•F• \ \ �• PROPOSED N \ Ii I A ' 1 I 1 I / / 0/27 PBS UPDATED roR sh PLAN susRrrAL TE TLAND CUD I „ 1„ /\/ / •hJ• I \ EASEMENT RACK A ,S ) 1 A V 1. �' V A\ V LOCATION 1 A �) J VIlIll I C ! IA I I 1 \ \ \ \ - I 1 \ . � \ � t ( \ , 1• / � 1 \ \\ I _ I — — ��-- H — — —W r _� —� -- — �..... rF\ I I/ I I I I I I I 1 1\ 1 ) ) 1 '•, l V I )//t ti— r —— -- ------ /__ — e—_ •—> 1 ,4 I ' —I—T----- I--+--- /— t— I /�TONF FILL kTfPJ / '` 1 1 ,l--\_\_— -�\�ti \ — \\ 1 ` 1 I \ 9 t PROPOSED \ 1 I J.OI I \ \1 11 I \ ( GRAPHIC )SC�L� tek'NDPE\ TRUCK PARKING \\ 1 _ I /�- /- /•` Imo' \ .p}•i i -- �, 1 / <^ AREA r/ ��hh44 , \ 1 ' / PAVED PARKING / / / i n ; N/ r \ • / I P q,DETENTiON i i, i i, )..::. • 1 I )/jlfYy t. I ' - - T- - - - - PROPOSED CF- -- '�T— — LIMITS OF PfCEVIOUSLY I / 1 I J / (W W\ "\ p71 •O•h'0 �i'6 4 ( •t• .• APPROVED PARKNG TYP. I 1 / I. i I \ \ t )\ L� f / _ , C! .• a PROPOSED 1 I 1 /,';'I�., . �. EI' _ -- - - - - - ` '_ I ' I I t w SITE PLAN �1 \ L— —�/2J 5�: . Q I " �� — — ..c�•�� N — � !— 1 1 / (=-L (\ t� = — — f =0E— — Z• ^ L-^�LL — — — SPACES I — I \ \\\ l •I 1 l \ \ I I l \ _ ) \\T_/ \\=-�-� _ \ • —kr — \ OE-1 Win— — '= •_ — — ---- — — — — —_ — I t II OEM— — I_ 11 T T T /_ PROP"PARK—IN. AVEL �— 1•I ( 1 0E-1- — :— 1-/-�- I \ 1 �/ `) l y .\ _ •,a„•„ .,,(,,,,• \ PROPOSED ; / kK ( I AROP056D POND BERMM AIVD1 �]` -% ' \ •`''� " �( ��, \ \ PARKING TRU PARKING \ \ STONE UN E1D OIUFALLI `'\ ` f / ARE f �\ 11 l • \ • •/ . •' \� �\ •,A .. .n vI ) .AREA v 1--zr --_ �rFll IVERC011EA9EMENTI \I 11I\Iv- II 1 r \ I r (COVCRE UNDER r `\ • i " .(" . •, r . ), ! �_ \ t 1 / �/ / / \ I \ \ I S 1 l �;kM-WE,, ,,(pD�S CU I L ` I " W . W . ) W . .• I / l ,�! f \�--it-1�—r-�' I I `\ N ) \\ Thomas & Dawn Edwards ( \\ ""1 TT° \ \ / DATE DRAWING WRIER P.O. Box 847 �J . • . ( . J. ./ ✓ / ✓ i • . . —° _ \ V `\ \ \ \ $ \ Milton. Vi 05468 / \ \ f / / W l — . /!. .1' \ / / / \ +•—r-•—° j \ 11 OCT. 29, 2007 30UTHlBURLINGTbM \ _� T � ` _ _ _ r 1 f _ J �\ _ 1 \\ \ T\ \) 'PROPOSED BOULDERS, PLANTINGS, S`H�LBI�R / J \ \) ) \ — T / 'I° = 40' C 1 OR PTO E / J ( L6Fust Hill Associ-v ,O, ^ / o PROPOSED yIETLANp \ h \, \ 1 1 / \ \\ L \ \ \ ? \\ '\ \( l \\ \ \ I I I / // \ 1 -�� `•, / Y' /r- / 'I LOaLst Hill I N �uFFER IMPACTS/, rmi. so. �R DUM2EMENT OF T TE�e`IE D� __! lJ 19 - / / PARKING INSTALLED PREL7988 1 / Il II \230--\ \\\ \ \ \ \ I \ \ i I I ) / I) / // \1, q �, r ) /— Shelburne. Vr-Q5482 ` \ 07222 M E U) n. Q O M N 00 O O N 00 Q O C Y) N N N r- O CV N N O r- O O N L) 0) O d Q U O r PLAN NOTES _ -- SITE ENGINEER: Cobble Hill Holdiggs,l Inc. ` \ /' \ _ ' 1 t\ ` : '\' ; I `` /'; ; / i i / ; / LEGEND P.O. Box 1001 1. Utilities shown do not purport to constitute or represent all r\� Milton, VT 468 i \ \ i \ / / — —ass— — CONTOUR utilities located upon or adjacent to the surveyed premises. � � � / \ \` — �/ i \ 1 \ I \ (I \ � � T \ \ / I Existing utility locations are approximate only. / / / ^ \ PROPERTY LINE 2. Contours shown are based upon a compilation of topographicr% / I a / r O IRON PIN survey Information and UDAR data from the State of Vermont Digital Orthophotography DVDN2004 Bare Earth LIDAR' DVD. r `\ _ 1 \ �"'" //� �� I /I \ 1 \ 11 \ 1 I J�)� \ `-� \\ \ // /'/ / // o CONC. MON. CIVIL ENGINFEUNG ASSOCIATES, INC. 3. This plan is not a boundary survey and Is not Intended to / / \ / I t / \ / 5 I / I I 1 \ / J I(/ d % J / 1 I I ' /' 10MMISFlELDNEWIM� SOUTHBU MTON, VTORM be used as one. \ / I 1 / I !� \ 1 1 ( �r J I / —SS ases•-z GRAVITY SEWER LINE eis FAX 4. Property line information is based upon a Ian entitled "Boundary �� \\ r 1 \ (\ ( \ / / \ \ I\ \ �\ \ \ \ \ / / / i' / 1\ — IN WATER LINE tours, - oP Y P D Y — 1 �� r \ I/ / / / I 1 l Survey -Estate of Myrtle Lozon to L & C Farrell -Allen Road— \ / ) / \ \ \ 1 \ \ , I I \ \ —OE OVERHEAD ELECTRIC nx•rx r South Burlington•, Prepared by Robert C. Krebe, dated 6/29/81. J Oy r� I �(\ ti 1\ / \ _\/ �� I � I � ) / 1 1 I I I ( \\(,1 / / / I 1 \ 1 —UE UNDERGROUND ELECTRIC PBS 5. Previouslyapproved paved areas are based upon a plan -- G GAS LINE entitled Utilities —Site Plan, New Pepsi Colo Facilities, Louie E. \ I i / _ _— "` \ I � / 1 / / / 1 1'yII f / caacnn Farrell Company. South Burlington, VT. Prepared b Krebs & Lansing \ \ \ 1 I \ / �i' \ 1 / I I 9 p Y 9 J Consulting Engineers. dated 8/26/81. �\ ^`\ \\ 1 r , \ (—ST STORM DRAINAGE LINE PBS / r �� 1 \ ! 1 1 / / / / / _ �ensovso 6. Wetland delineation was performed b Jeff Severson, Wetlands / / 1 1 III / / — S SEWER MANHOLE P Y ,, N� p, q�/ I d �1 ) \ l) ! / / I 1 PBS Ecologist, from Ookledge Environmental Services, Inc., In May 2008. // ( / i , �, N p \\\\ i \ \ 1 ti I 1 l \ / 1/I)111I 1 ( / --- / Wetland delineation was performed in areas surrounding expansions I \ • iij i'i'�i' ''�i'�i' 111\ I 1 1 / 1 \ ( \ r' ( ( \ 1 4 \ ( / 11 111 \\ 1 I \ / \ \ ® STORM MANHOLE of the originally approved Pepsi Facility. I // / ���%i4�Gr , �'i�'i, IIIII\III \ \\ \ l \ `\_ \\ J I` ( \.\\\�\l\ \ \ / I Il I / �1 I HYDRANT OWNER: \ / I I / / �,�4 �N i 6'h�N ' t 11I I I 1 \ ( J , / / \ 1 \ \\ \ \ \ \1 Raid Funeral Service) / lDETENTIONN, , I�111III IShelb \ 1 4me I_ St— / WATER VALVE 01 I Utton,V05401POND POWER POLE iii PEPSI BOTTLING 0❑ CATCH BASINLIGHTING LEGEND SIGN VENTURES, LLC O^O EXISTING POLE MOUNT LIGHTS _��\ I I \ \\ 1 � � / I / NN Ill— �� � 11 I\ I J / 11• �% � ® DECIDUOUS TREE 20KARENDRIVE ALL EXISTING POLE MOUNTED FIXTURES TO BE ADJUSTED TO I I I I \ r _/✓ / \ 1 \ ( / ( I DOWNCAST POSITION ) / I 1 •� / / I \ \\ \ r I I ) / ( / /' / / ( I I 1 \ 1 \ i / CONIFEROUS TREE SOUTH BURLINGTON / \1 \ \ — \ _ / /v'v'v\�w-vwi EDGE OF WOODS/BRUSH VERMONT EXISTING WALL PACK LIGHTING TO BE REPLACED WITH / NRG 1100 SERIES FULL CUTOFF WALLPACK. \ I \ 1 I I / 1 l \ I / / / •�—•T—ei—\—L� I r �_. / / J� ^� —o FENCE WATTAGE TO MATCH EXISTING FIXTURES _J DRAINAGE SWALE PROJECT: N OF PARKING SPACES EXISTING WALL PACK LIGHTING ABOVE LOADING DOCKS TO BE REPLACED WITH KIM LIGHTING wD-18 (200 WATl./ I 1 CLASS II WETLAND UM113 5D' WETLAND BUFFER PEPSI COLA I EXISTING FLOOD LIGHT \ BOTTLING i' \\i i rl � i\ 1/ r. / i i \ � � I � r'/' - � I \i II\ \I /�'� I \ • '1 I. I 1 FACILITY LIGHTING NOTE: r i \I I\ \ �% �/ \ `i \ ''' 11 I I i ' I I •I II �'� \\\ ALL EXTERIOR SITE LIGHTING SHALL BE DOWNCAST OR SHIELDED TO l / ,/ l I \ _ \ I \ n — \ I 1 I ..<? \ I I 1 I / 1 r \ A.•(dension Lutheran Church 20 KAREN DRIVE COMPLY MATH APPENDIX A.9 AND APPENDIX D OF THE SOUTH BURLINGTON // I 1 \ \ I I I I I I I \ 1/ (95 \Allen Rd. _I 1 I I I }::>:. \\ 1 1 I I 1/ So. Burlington, Vf 05403 LAND DEVELOPMENT REGULATIONS. SUBSTITUTIONS FOR PROPOSED I 1 / I c-\ / ( c SOUTH BURLINGTON FIXTURES SHOWN SHALL OBTAIN APPROVAL FROM SOUTH BURLINGTON 1 / \ I `\I \ \ l l / lJ / I \ \I 1 I 1 1 1 I III / I 'L' �- + VERMONT PLANNING AND ZONING PRIOR TO INSTALLATION.NEEEMEN\ WEEMIN I/ I I I I�\\\E\Effi ISTINGBUILDINO 85,200 S.F. v I /^ A v Robert M. Fuller ' �/ / I , I I N RR#1 x 2030 ! �� / / /,�'� vI �// , Bristol, 05443 / � \ I / / J ^J\ / i; \ \ / / � � \ � � Ll i/Ill °a&o \ I�_ '4. LOCATION MAP AI /\ DAn c�cron sev�on Isang GGT 1 0 Shelburne Rd:v So th Burlington, VG 05493 \I �' / // / 1 IIII \EXISTING GARAGE \ y \ - \ 1 1 1 I^ 1 III/ 1 t lam'" A AI \ I L % I r I 8,700 S.F. I\ N I i / IV I I A A 1 � / + ---1----- -i-J---�-L /7rt---4�,�"= rt-1-T-----7-1-- / GRAPHIC ISC Iz ADJUST E%ISTI POLE -MOUNTED LI I I 11 1 \ / i'i3OiiG/4,�,� _^\�\• \ \ 1 c^ IIIII I P° \ o' te1 / /"° TO DOWNCAST P ITIONI ��' /—i �—�� -10/•�E/ — / F\1/ -• /�,�44�A \._ ,rI /�1/"/A i /-� I \� !\/1/i�/i'^/i/3'\— . \r \\_ �].II., 1��i- N' N�4\N�NN�Npi 1 \ \ I 1lI i _ -_ \ \ J� /11 \/J Is- ! PROPOSED'i,DETENTION PONDiO 1 men N//I 1J LIGHTING OE �lw*(=< I I ------ -- OELL )—OE--AT_/UPGRADES/ 273 Thomas & Dawn Edwards \ I ` \ \I��\ 1 \ t\ I ( I 1 1 , r / I �'f'i° �,,7T••��cl' 1 N i ) P.O. Box 847 I Y l( i �) / / / / \ \ \ \ 1 ( r _ /' \ •_.� \\ i/ \ \ �/ /-1 ; \ l \ \I 11 ; i \\ nen nsnmrc xusecs Milton, VT 05468 \ 'r 1 \ / ' / _ / / / / / \ /OCT, 2008 f— — \— -- -� 1� • I 1 T / - T - L / - 1- SQi/IH_LBURLING%M r - - `C \ - - r 1 = - J��\- \ \ \ I j \ \ scus T\S`H€LBIrRiE / \ \ �� -:/T _ T - i —'� \ T� - I T TT, T� - \ \ \T 1 —!- / > L 1 I A r/V V 1 ) // I /// /-�--/ -/ f L6Fust Hill Assoc*ion��'V„=40� \\ \ v I N / I ) \ \ S \ 1 / \ \ 1 \ \ 19 LoIIILst HIII / \ I \ \ `i 0- ��\ \ \ \ \ I 1 / I I /, / asar. NO. 1 I 1 23 Shelburne, \fF-(Z 482 ` \ / �� \\\ \ 1 \ \ I / I I ( _/ j //�/ 07222 L m E to CL G Q M O M 00 O O N 00 C4 C:) r N N N I- 0 N N N r- O O O N U) U N O ^L LL 0 Q U O 1 5/8.0 BRACE RAII 3/8'0 TRUSS ROD W/TURNBUCKLE 9' (POST TO POST) 9' (POST TO POST) e TRASH ENCLOSURE GATE DETAIL N.T.S. HEAVY DUTY GATE HINGE (MIN. 2 PER GATE) ION BAR 0/4' GALV. 3 1/2' X 5' PRIVACY LINK MESH W/ PRIVACY SLATS FENCE SCREENING DETAIL N.T.S. SURFACE WATER DIVERSION BERM _ 3 ON DOWNHILL SIDE VARIES 1 EXISTING GRADE � I8" MIN. /. PROPOSED GRADE CLEAN WASHED CRUSHED STONE a (3/4" TO 1 1/2_ ) - FILTER FABRIC MIRAFI 14ONS �— 4" SDR 35 PERFORATED PVC PIPE 0 6• 2" RIGID INSULATION TO BE INSTALLED AT CROSSING OF EXISTING SEWER LINE WHERE 5' COVER CANNOT BE MAINTAINED 24" MIN. 1 e GRAVEL DRAINAGE SWALE DETAIL N.T.S. e" PVC TO EXISTING CB SITE ENGINEER: d' CIVIL ENGINEEIING ASSOCIATES. INC. 10MANSMI) NEWlNiE SOUTH &#L iOTON, VTGM RozaessreR FAX e�a�e.-azn ..n:..,..u.«DOD DRATDi PBS CBECXRD PBS APPRDYRD PBS OWNER PEPSI BOTTLING VENTURES 20 KAREN DRIVE SOUTH BURLINGTON VERMONT PROJECT: PEPSI-COLA BOTTLING COMPANY OF BURLINGTON 20 KAREN DRIVE SOUTH BURLINGTON VERMONT LEBARON LF244 24"x24" SET FRAME ON FULL C.I. GRATE w/4 FLANGED MORTAR BED FRAME (OR APPROVED EQUAL) oATs C�LLD RevTelox O/27/00PBS I DUMPSO 9DOM G SPEC MOVED TO C21 PRECAST CONCRETE BARREL SITE 24 ao 4" SDR PERF PIPE DETAILS rn AS2REQUIRED 8" FROM NEW GRAVEL DRAIN CAST IN PLACE FLEXIBLE MH SLEEVES OR APPROVED EQUAL 00, (TYP. ALL PIPES) e CATCH BASIN DETAIL NTS DATR D8A G NUMRRR AUG., 2008 SCUA AS SHOWN C2 .O PRO7. NO. 07222 ®► �0 IN L601001—w so tbburlingt® PLANNING & ZONING October 31, 2008 Peter Smiar Civil Engineering Assoc. 10 Mansfield View Lane South Burlington, VT 05403 Re: Farrell/Pepsi Dear Mr. Smiar: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, November 4, 2008 at 7:30 p.m. If you have any questions, please give us a call. Sincerely, 60-0� Betsy Md9 Donou h Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 PUBLIC NOTICE PUBLIC COMMENT PERIOD: October 20, 2008 -October 29, 2008 PERMITTEE INFORMATION PERMITTEE NAMES AND ADDRESSES: Pepsi Bottling Ventures, LLC 20 Karen Drive South Burlington, VT 05403 City of South Burlington 575 Dorset Street South Burlington, VT 05403 GENERAL PERMIT NUMBER: 3-9010 Amended (May 2007) PERMIT NUMBER: 3483-9010 PREVIOUS PERMIT NUMBER: 2-0933 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: Unnamed tributary to Lake Champlain EXPIRATION DATE OF AUTHORIZATION TO DISCHARGE: Ten years from issuance date of final permit DESCRIPTION: This is a draft authorization to discharge proposed for issuance to Pepsi Bottling Ventures, LLC and the City of South Burlington for the discharge of stormwater runoff from the Pepsi Facility (formerly L.E. Farrell) and Karen Drive located in South Burlington,Vermont to an unnamed tributary to Lake Champlain. The means of treatment include a wet pond with pretreatment sediment forebay. -2- FURTHER INFORMATION The complete application is on file and may be inspected at the VANR, Waterbury Office. Copies will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records and may be obtained by calling 802-241-3770 from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed authorization to discharge are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) October 29, 2008, by the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Attention of Michelle Lavigne, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408. Comments may also be sent via email to Michelle.Lavigne@state.vt.us. The general permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. All comments received by the above date will be considered by DEC prior to issuance of an authorization to discharge under the general permit. FINAL ACTION/APPEAL At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny an authorization to discharge under the general permit. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $225.00, payable to the state of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontjudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660) Laura Q. Pelosi, Commissioner Department of Environmental Conservation fJ e aa_ * // o;L Cathyann LaRose From: Peter Smiar [psmiar@cea-vt.com] Sent: Thursday, September 25, 2008 2:03 PM To: Cathyann LaRose Subject: RE: Pepsi Hi Cathy, In the last meeting the DRB required that Pepsi have approval from the State Wetlands Section before they would consider the application. Our Wetlands CUD is being currently being reviewed by Julie Foley at the Wetlands Section, and we expect it to be deemed technically complete shortly. After that we should have the usual distribution requirements and 15 day public notice period. We hereby request a continuance until the November 4th meeting. Also, the owner of the property has changed since the original application was made late last year. I just e-mailed Pepsi to get updated owner information from them and hope to have new owner /applicant info for you soon. What is the process for updating the name on the application? Thanks, Peter Peter Smiar Staff Engineer (802) 864-2323 #309 From: Cathyann LaRose [mailto:clarose@sburi.com] Sent: Thursday, September 25, 2008 1:22 PM To: Peter Smiar Subject: Pepsi Hi Peter, Its that time again. Pepsi is scheduled for the DRB for October 7th. Do you think you'll have anything for us or would you like another continuance? Either way, please just let me know as soon as possible. Thanks! Cathy LaRose Cathyann L. LaRose Associate Planner Right -click here to I download pictures. To help protect your privacy, Outlook I City of South Burlington 575 Dorset Street 9/25/2008 IL STATE OF VERMONT AGENCY OF NATURAL RESOURCES Department of Environmental Conservation ' Water Quality Division I I I West Street Department of Fish and Wildlife Essex Jct., VT 05452 Department of Forests, Parks & Recreation Department of Environmental Conservation October 1st, 2008 Town Clerk's Office City of S. Burlington 575 Dorset Street S. Burlington, VT 05403 Subject: Pepsi Bottling Ventures, Wetland CUD, Project #2008-141 Dear Town Clerk: FAX 802-879-387.1 TEL 802-879-5650 Julie.foley_(i ,statem.us Please post the enclosed notice in your office for public review. This notice covers an application for a Conditional Use Determination for infrastructure improvments and road repairs. The project is located on Karen Drive off Allen Road. This action is required under Section 8.3 of the Vermont Wetland Rules. Please post this notice through October 16, 2008. Thank you for your cooperation in this matter. Sinc ely, 7Julie Foley District Wetland Ecologist Enclosure Y:\WQ_Wetlands\Regulatory Projects\CL?Ds\CL Ds,2008\Chittenden\2008-141PepsiA llenRd\2008-141 TCL.doc Agency of Natural Resources Department of Environmental Conservation NOTICE OF CONDITIONAL USE DETERMINATION 2008-141 A request for a Conditional Use Determination, required pursuant to the provisions of Section 8 of the Vermont Wetland Rules has been received from Jeffrey Severson, applicant for landowner Pepsi Bottling Ventures of South Burlington, VT. Approval is being requested for site improvements and infrastructure components. The proposed project will impact 2,760 square feet of wetland and 4,790 square feet of buffer zone. The wetland is located on Karen Drive in South Burlington. This wetland has been designated as a significant (Class Two) wetland by the Vermont Water Resources Board. Copies of the application are available for review at the Vermont Wetlands Office in Essex, the Town Clerk's Office in South Burlington and the Regional Planning Commission office in South Burlington. Conditional Use Determinations may only be approved if it is shown that the proposed conditional use will not have an undue adverse impact on the functions and values of any significant wetlands or their adjacent buffer zones. Any person may file comments in writing on this application through October 16, 2008 with: Julie Foley District Wetlands Ecologist Water Quality Division Department of Environmental Conservation 111 West Street Essex Junction, VT 05452 -al-� Julie 176ky District Wetlands Ecologist Enclosure cc: Distribution List Mailing date — October 1st , 2008 YAWQ_Wetlands\Regulatory Projects\CLJDs\CUDs\2008\Cbittenden\2008-141 PepsiAllenRd\2008-141 15 day notice.doc Location Map for Pepsi Bottling CUD application #2008-141 �i��i5� �GI��55I��G r�OCIr��rE. lolc� 10 Mansfield View Lane So. Burlington, VT 05403 October 28, 2008 Cathyann LaRose Associate Planner City of South Burlington 575 Dorset St South Burlington, VT 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: Pepsi Facility, 20 Karen Drive, Updated Plans Conditional Use Application # CU-07-09, Site Plan Application # SP-07-03 Cathy, Please find enclosed the updated Site Plans for the Pepsi Facility. The Site Plan has been revised to include wetland delineation, revised parking layout, and upgrades to the existing lighting in order to conform to the requirements of the SBLDR. Ownership of the facility has changed since the application was submitted last fall. As requested by the City, we have included a memo from Pepsi Bottling Ventures, LLC, stating that it assumes the duties of ownership associated with the applications. As stated in the City's staff comments from the first meeting last fall, Pepsi must obtain a wetlands CUD from the State prior to the DRB's approval of the Site Plan. The state wetlands CUD has been approved and has passed through the public notice period. It is currently in the final stages of being drafted and reviewed by the State Wetlands Section. The Wetlands Section has indicated that they should have the final CUD ready in time for the Nov. 4th meeting. I will provide a copy of the CUD as soon as it is available. Please feel free to call with questions or comments, Respec ly, PetrSmiar Staff Engineer (802)864-2323 #309 Enclosures: (5) sets full size plans: Sheets C 1.0, L 1, C2.0 (1) set 11"x17" plans Ownership Memo from Pepsi Bottling Ventures, LLC Cut Sheets for Proposed Lighting Upgrades Cc: Dan Stone, Pepsi Bottling Ventures, LLC (w/ enclosures) CEA File 07222 PA\AutoCADD Projects\2007\07222\Site Plan Review\SB Site Plan letter 08.doc AW i murpst BOTTLING VENTURES Memo As the new owners of the Pepsi facility at 20 Karen Drive, South Burlington, Vermont, we hereby assume all future duties and responsibilities of the applicant for Conditional Use Application #CU-07-09, and Site Plan Application #SP-07-83, currently before the South Burlington Development Review Board, as such may arise in connection with our use of the facility. The application was originally submitted by the property's former owner, L&C Farrell Partnership. Signature RECEIVED OCT 2 8 7007 CEA, Inc. REk 0c, Pepsi Bottling Ventures LLC 20 Karen Drive • South Burlington, VT 05403 ca" FULL CUTOFF # Job WALLPACK NRG°1100 SERIES APPLICAnONS • Use for wall perimeter or entry at mounting heights of 8-15 feet. The StarView compliant optics allow no up light, saving energy and keeping the neighbors happy! SPECIFICATIONS • The decorative styling is also rugged with one piece polycarbonate front, painted bronze or white on the inside, that resists rocks and other small projectiles. • The die cast housing provides rigid mounting, conduit and photo - control hubs, easy mount design and heat dissipation. LISTINGS • CSA certified to UL 1598 for use in wet locations. Star View- C. IN -us compliant ORDERING INFORMATION ACCESSORIES HUBBELLI Outdoor Lighting �— A —---1 B —� 0 0 C 0 1 A B C 113/4„ 91/2 91/2 298 mm 241 mm 241 mm (order as separate part #) Catalog Number' WattageNoltage Finish Weight Catalog Number Description lbs. kg PBT 1 Photocontrol, button type, 120 volt PULSE START METAL HALIDE PBT 234 Photocontrol, button type, 208, 240, 277 volt NRG-1111B 100 PS 120, 277, 347 bronze 12 5.4 NRG-1111W 100 PS 120, 277, 347 white 12 5.4 NRG-1171B 70 PS 120, 277, 347 bronze 11 5.0 NRG-1171W 70 PS 120, 277, 347 _ _ white 11 5.0 NRG-11518 50 PS 120, 277 bronze 9 4.1 NRG-1151W 50 PS 120, white 9 4.1 HIGH PRESSURE SODIUM NRG-1112B 100 HPS 120, 277, 347 bronze 10 4.5 NRG-1112W 100 HPS 120, 277, 347 white 10 4.5 NRG-111728 70 HPS 120, 277, 347 bronze 9 4.1 NRG-1172W 70 HPS 120, 277, 347 white 9 4.1 ELECTRONIC FLUORESCENT NRG-11436 42 CFL 120-277 60/50Hz bronze 7 3.0 NRG-1143W 42 CFL 120-277 60/50Hz white 7 3.0 1 All fixtures include medium base or compact fluorescent lamps. fluorescent units use universal socket and are capable of operating 26 or 32-watt PLT lamps if substituted in the field. Due to our continued efforts to improve our products, product specifications are subject to change without notice. Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • PHONE: 864-678-1000 tsucaF—SELL) For more information visit our web site: www.hubbell-Rg.com Outdoor Lighting Copyright e 2007 HUBBELL LNRiliN6 AR Rights Reserved NR157100-SPEC5/07 PrinW in USA MM LIGHTING Type: Job: Catalog number: Fixture Electrical Module Finish Options See pages 3-4 See page 2 Specifications Maximum Fixture Weight (400HPS) = 43 lb r(8 33 1 mm) 2 1- 113/4' 81/4' (298 5 mm) (209.6 mm) 18' --I (457,2 mm) 71/2' I (1so s mm) 1— 7L3/4'W511/16' 2' 0(196.9 mm)mm) (144.5 iTIiTI) Mounting Plate must be securely attached to wall outside the J-box perimeter. 61/8' (1556 mm) To J-box center ED .�. HUBBELL LIGHTING. INC. WD18 18" Wa I I Director' revision 9/05/08 • wdl8.pdf Approvals: Date: Page: 1 of 5 Reflector Housing: One-piece die-cast, low copper (<0.6% Cu) aluminum alloy with integral cooling fins. Rotates against ballast housing to provide 100 of adjustment with degree markers cast into the housing. At 0° adjustment, lens is totally concealed from view above horizontal with fixture aimed downward. Ballast Housing: One-piece die-cast, low copper (<0.6% Cu) aluminum alloy with integral cooling fins. Fastens to mounting plate with keyhole slots freeing both hands for securing and wiring. One stainless steel socket -head screw on each side of housing frees the reflector housing to rotate for aiming. Tightening the screws locks the two housings together with sealing provided by a silicone gasket. For visual aiming, adjustment may be accomplished with the fixture on. Lens Frame: One-piece die-cast, low copper (<0.6% Cu) aluminum alloy with integral hinges and stainless steel pins. Two stainless steel quarter -turn fasteners secure lens frame to reflector housin with sealing provided by a one-piece extruded and vulcanized silicone gasket. Lens is clear flat 3/16 thick tempered glass sealed to lens frame with a silicone gasket and retainer clips. For UP models, lens is mounted flush with frame for water run off, and is silicone sealed. Type II, III, and IV Reflector Module: Specular Alzak® optical segments are rigidly mounted within a die-cast aluminum enclosure that attaches to the housing by a no -tool quick -disconnecting hinge and fastener. All sockets are mogul base with HPS and PMH rated 4KV with molded silicone lamp stabilizers. All modules are factory prewired with a quick -disconnect plug for mating to the ballast. Available in three light distributions, all interchangeable within the same housing. Wall Grazer Reflector Module: Specular Alzak® optical segment is rigidly formed into a self-contained module which attaches to the housing by a no -tool quick -disconnecting hinge and fastener. Black louver vanes run parallel to the lamp arc for controlling the hot spot directly behind the fixture, and spill light into the atmosphere. All sockets are mogul base with HPS and PMH rated 4KV with molded silicone lamp stabilizers. All modules are factory prewired with a quick - disconnect plug for mating to the ballast. Spot Reflector Module: Specular Alzak® optical spun parabola is rigidly mounted to a self-contained module which attaches to the housing by a no -tool quick -disconnecting hinge and fastener. Black internal louvers are provided to control the beam and prevent hot spots directly behind the fixture and spill light into the atmosphere. All sockets are mogul base with HPS and PMH rated 4KV with molded silicone lamp stabilizers. All modules arefactory prewired with a quick -disconnect plug for mating to the ballast Electrical Components: High power factor ballasts are rigidly mounted inside the housing and are factory prewired with a quick -disconnect plug for mating to the socket. Starting temperatures are - 40°F for HPS lamp modes and 20'F for PMH lamp modes. Mounting Plate: The standard mounting plate is attached to wall (by others) outside the junction box perimeter. All mounting plates are die-cast aluminum with reinforced ribs. Two studs are provided in each plate with flange nuts to allow fixture mounting by keyhole slots. Sealant must be applied (by others) between mounting plate and mounting surface to insure a dry junction box. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a titanated zirconium conversion coating; A.S.T.M. 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Stealth Gray, Platinum Silver, or White. Custom colors are available. CAUTION: Fixtures must be grounded in accordance with national, state and/or local electrical codes. Failure to do so may result in serious personal injury. Listings and Ratings UL cUL 1598' CE 25C Ambient IP66 Rated 'Suitable for wet locations KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. 0 2008 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5608808249 MM LIGHTING At WD18 18" Wall Director` revision 9/05/08 • wdl8.pdf Type: Job: Page: 2 of 5 F mooN Standard Features Fixture Cat. No. designates WD18 fixture, Up c�) O (U) or Down (D) configuration, and light distribution (2, 3, 4, G or S). WD Fixture Light Distribution: Type II Type III Type ►V Wall Grazer tir)ot Cat. No.: (Up 181 ❑ WD18U2 C-1 WD18U3 ❑ WD18U4 ❑ WD18UG L_; WD18US Cat. No.: (Down 181 ❑ WD18D2 I I WD18D3 ❑ WD18D4 ❑ WD18DG ❑ WD18DS Finish Color: Black Dark Bronze Light Gray Stealth Gray® Platinum Silver White Custom Color' Super TGIC powder coat Cat. No.: ❑ BL ❑ DB ❑ LG ❑ SG ❑ PS ❑ WH ❑ CC paint over a titanated es 'Custom colors subject to additional char minimum uantities and extended lead times. zirconium conversion 1 g q coating. Consult representative. Custom color description: 0 2008 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5608808249 } IGM LIGHTING Type: Job: Electrical Module PMH = Pulse Start Metal Halide HIPS = High Pressure Sodium IF = Induction Fluorescent Lamp Lamp Line Watts Type Volts 250 PMH 277 Lamp and electrical data supplied for reference purposes only. All initial lumen values shown may vary from one manufacturer to another. Consult lamp manufacturer's data for exact lumen and life data. WARNING: Fixtures must be installed and grounded in accordance with national, state and/or local electrical codes. Failure to do so may result in serious personal injury. For lamp/ballast information outside of the U.S.A. and Canada, please consult your local Kim representative. Lamps by others. NOTE: For lampWIlast infomiation outside of the U.S.A. and Canada, please consult your local Kim representative. Standard Features Cat. Nos. for Electrical Modules available: WD18 18" Wall Director® revision 9/05/08 • wd18.pdf Pulse Start Metal Halide ❑ 200PMH120 ❑ 250PMH120 I i 320PMH120 ❑ 20OPMH2O8 ❑ 25OPMH2O8 1320PMH2O8 ❑ 20OPMH24o ❑ 250PMH240 320PMH240 0 20OPMH277 ❑ 250PMH277 1320PMH277 ❑ 20OPMH347 r 1250PMH347 1320PMH347 ❑ 20OPMH480 i 1250PMH480 I i 320PMH480 Lamp,T15 Clear ED28 Clear ED28 Clear Socket Mogul Base Mogul Base Mogul Base ANSI Ballast M136 IM138 M154, M132 Pulse Start Metal Halide ❑ 35OPMH120 ❑ 400PMH120 ❑ 35OPMH2O8 ❑ 40OPMH2O8 ❑ 35OPMH240 ❑ 40OPMH240 ❑ 35OPMH277 ❑ 40OPMH277 ❑ 35OPMH347 ❑ 40OPMH347 ❑ 35OPMH480 ❑ 40OPMH480 ED28 Clear Mogul Base M135, M155 Lamp ED28 Clear Socket Mogul Base ANSI Ballast M131 High Pressure Sodium 0 150HPS120 ❑ 250HPS120 ❑ 400HPS120 ❑ 150HPS208 ❑ 250HPS208 0 400HPS208 ❑ 1 SOHPS240 ❑ 250HPS240 ❑ 400HPS240 ❑ 150HPS277 ❑ 250HPS277 ❑ 400HPS277 11 150HPS347 ❑ 250HPS347 ❑ 400HPS347 ❑ 150HPS4803 1:1 250HPS480 ❑ 400HPS480 Lamp El Clear, ED78 Clear, ED18 Clear Socket I Mogul Base Mogul Base I Mogul Base ANSI Ballast I S55 IS50 I S51 Page: 3 of 5 Induction Fluorescent ❑ 851F120, ❑ 85IF208' ❑ 85IF240' ❑ 85IF277' ' 85W IF lamps are available for WC18 only. Not recommended for all distribution types. NOTE: Refer to WD14 spec sheet for compact fluorescent models. ion CAUTION: All manufacturers of metal halide lamps recommend turning them off for 15 minutes once per week when under continuous operation. This will reduce the risk of arc tube rupture at end of life. Also, color temperature may differ between manufacturers of metal halide lamps. See lamp manufacturers' specification sheets. NOTE: Due to the Energy Independence and Security Act (EISA) of 2007, Kim Lighting can no longer supply probe start metal halide ballasts with its luminaires, effective January 1, 2009. Contact Kim Lighting for availability of replacement ballasts for warranty service claims. (httpJ/www.aboutlighti ngcontrols.org/educatiorVpapers/2008_energy_law.shtml#metalhalide). 0 2008 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5608808249 } IdM LIGHTING Type: Job: Optional Features WD18 18" Wall Director® revision 9/05/08 • wdl8.pdf Page: 4 of 5 Photocell Control Factory installed inside housing with fully gasketed Cat. No. (see right) sensor on side wall. No Option Cat. No. Line Volts: Cat. No. Line Volts: ❑ A-30 120V ❑ A-33 277V @ Photocell ❑ A-31 208V ❑ A-34 480V Control ❑ A-32 240V ❑ A-W 347V Houseside Shield Combination louver shield and black end -panel for Cat. No. (see right) reflector. Factory installed to reflector module. Reduces ElHS light toward wall by the amounts shown. ❑ HSC CALMON: Do not use the Houseside Shield option ' ❑ No Option with the Wall Grazer as it will interfere with the light distribution. HS HSC Approximate Light Type II Type III Type IV for flat lens for Lexan® Reduction Toward Wall -72% -73% -84% enclosure 5° Shield Aluminum shield field -attached to lens frame. Maintains ('at. No. ❑ 5DS18 a horizontal cutoff fixture edge when the luminaire is ❑ No Option tilted 50. Finished to match the fixture. 50 Shield Lexan® For DOWN fixture models only. Clear convex Non -yellowing vacumm formed non -yellowing Lexan® enclosure with Enclosure: gasket replaces standard tempered glass lens. 250W max. Cat. No. L LS May be used with 40OW HPS only in outdoor locations ❑ No Option where ambient air temperature during fixture operation will not exceed 85°F. NOTE: Use only when vandalism is anticipated to be high. Useful life is limited by UV discoloration from Lexan® sunlight and MH lamps. A program of regular inspection and replacement is highly enclosure periodic recommended to maintain optimum fixture performance. Win: Guard 11 ga. (.12" dia.) BB Wire, (.75" sq. welded mesh Cat. No. ❑ WG18 pattern.) 15" x 141/2" x 13/2" deep. Finish is super TGIC ❑ No Option thermoset polyester powder coat paint, over zinc plated wireform. Finished to match the fixture. NOTE: Only available with flat lens applications. Wire Guard � 1 1 © 2008 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5608808249 MM LIGHTING 4e Type: Job: Optional Features Fusing Line Volts: 120V 208V 240V 277V 347V 480V Cat. No. (see right) Cat. No.: ❑ SF ❑ DF ❑ DF I I SF ❑ SF ❑ DF No Option Quartz Standby Cat. No. ❑ QS ❑ No Option Surface Conduit Mount Cat. No. ❑ SCM18 ❑ No Option WD18 18" Wall Director" revision 9/05/08 • wd 18.pdf Integral electronic device energizes a T-4 mini -can socket during initial lamp start-up or after a power interruption. De -energizes --- prior to H.I.D. lamp reaching full brightness. T-4 halogen lamp by others; 150 watt maximum. ---- Cast aluminum junction box and fixture mount for attachment (by others) to existing walls, beams or columns. SCM18 has one 3/4" NPT conduit tap in each side, top and bottom. Finished to match (�;12" the fixture. SCM18 for all fixtures, UP and DOWN. Note: Must be securely mounted to all surface. Ir Page: 5 of 5 813/16' (224.3 mm) 1 1 11/16, (96.9 mm) (127.0 mm) © 2008 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5608808249 I��e rl I 4� I y + 15 Cathyann LaRose From: Peter Smiar [psmiar@cea-vt.com] Sent: Tuesday, July 29, 2008 3:47 PM To: Cathyann LaRose Subject: Pepsi Hi Cathyann, We have made progress toward a State Wetlands CUD, but unfortunately will not have our CUD for the upcoming August 5 meeting of the DRB. Based upon the Julie Foley's (DEC Wetlands Office) anticipated review time for CUD applications, it looks as though we may get our CUD by late September. I apologize for the late heads -up on this, we have been hard at work on this project, but need to get a few loose ends tied up before we are ready to go before the DRB. We hereby request a continuance until the first meeting in October. Please feel free to call with questions, Peter Peter Smiar Staff Engineer Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, VT 05403 (802) 864-2323 x309 (802) 864-2271 fax 7/29/2008 City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 `mY V 1. R M 0 N I January 9, 2008 Tim Bourgeious L.E. Farrell 20 Karen Drive South Burlington, VT 05403 Re: Minutes — 20 Karen Drive Dear Mr. Bourgeious: For your records, enclosed is a copy of the approved November 20, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. (802)846-4106 — phone (802)846-4106 — fax planning @sburl.com tetida* Pi I-�-- Cathyann LaRose From: Peter Smiar [psmiar@cea-vt.com] Sent: Monday, June 09, 2008 10:32 AM To: Cathyann LaRose Subject: RE: Test email Hi Cathy, Regarding Pepsi Facility It looks like we will in fact need at least a month or two to take care of our Wetlands CUD with the State. We hereby request a continuance until the first DRB meeting in August. If we can be ready earlier than this, I will will give you a call. Please feel free to call me with questions, comments. Peter Peter Smiar Staff Engineer (802) 864-2323 #309 From: Cathyann LaRose [mailto:clarose@sburl.com] Sent: Wednesday, May 28, 2008 10:42 AM To: Peter Smiar Subject: Test email Hi Peter, Per our discussion earlier I am sending this in hopes that you will receive it and may respond back. Cheers for now, Cathy LaRose Cathyann L. LaRose Associate Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4106 www.sburl.com 6/ 11 /2008 MURPHY MSKSULLIVAN KRO N K September 18, 2008 Mr. Raymond J. Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Pepsi Bottling Plant/NYNEX Mobile Limited Partnership 1 d/b/a Verizon Wireless 30 Karen Drive, South Burlington, Vermont Dear Ray: This letter is to inform you that Verizon Wireless proposes to install an in -building repeater system at the Pepsi bottling plant located at 30 Karen Drive in South Burlington. The system will require the installation of two small antennas on the roof of the building; a Yagi antenna, which is approximately 30" long and 6" wide, and a sector panel antenna, which is a square measuring approximately one foot on each side (copies enclosed). Each antenna will be mounted on a steel pipe that will extend approximately six (6) feet above the stair tower roof. The enclosed photograph shows the side of the stair tower roof on which the poles will be attached, one on each corner. The proposed antennas will be aimed at, and amplifying the signal from, the WCAX doner tower located off of Joy Drive in South Burlington, to the north of the building. According to 24 V.S.A. § 4412(8)(A): Except to the extent bylaws protect historic landmarks and structures listed on the state or national register of historic places, no permit shall be required for placement of antennae used to transmit, receive or transmit and receive communications signals on that property owner's premises if the aggregate area of the largest faces of the antennae is not more than eight square feet, and if the antennae and any mast support does not extend more than 12 feet above the roof of that portion of the building to which the mast is attached. (Emphasis added) 275 COLLEGE STREET, PO BOX 4485 1 BURLINGTON, VT 05406-4485 1 PHONE 802 861-7000 1 FAX 861-7007 1 MSKVT.COM Mr. Raymond J. Belair, Zoning Administrator City of South Burlington September 18, 2008 Page 2 of 2 The proposed antennas and mounting will not exceed either the eight square feet area or the twelve feet above the roof height limitations. Therefore, we will not be filing an application with the City of South Burlington for this project. Please call if you have any questions. Very r y rs, Very J. Sullivan, Esq. BSullivan@mskvt.com Enclosures cc: Ms. Sandy Carter, Verizon Wireless (w/enclosure) Arthur W. Dreher, Sr. Engineer, DuBois & King, Inc. (w/enclosure) 00042887.DOC M S K MUIIPIIG 111 I.I VAN' KhONK 275 COLLEGE STREET, PO BOX 4485 1 BURLINGTON, VT 05406-4485 1 PHONE 802 861-7000 1 FAX 861-7007 1 MSKVT.COM Product Specifications DB499-C Yagi Antenna, 824-896 MHz, 601 horizontal beamwidth, fixed electrical tilt • Rugged, durable design • Enclosed driven element protects against icing, water penetration, and corrosion • Unique mounts allow vertical or horizontal polarization CI--IARAC_ I ERIS HCS General Specifications Antenna Type Yagi Includes V-bolts Operating Frequency Band 824 - 896 MHz Electrical Specifications Frequency Band, MHz 824-896 Beamwidth, Horizontal, degrees 60 Gain, dBd 10.0 Gain, dBi 12.1 Beamwidth, Vertical, degrees 30.0 Beam Tilt, degrees 0 Front -to -Back Ratio at 1800, dB 15 VSWR I Return Loss, db 1.5:1 1 14.0 Input Power, maximum, watts 150 Polarization Vertical Impedance, ohms 50 Lightning Protection do Ground From North America, toll free Outside North America © 2008 CommScope, Inc All rights reserved. Telephone: 1-800-255-1479 Telephone. +I-708 873 2307 All specifications are subject to change. Please see page I of 3 Fax: 1-800-349-5444 Fax +I-779-435-8579 www.andrew com for the most current information. 9/1 2/2008 Product Specifications DB499-C Mechanical Specifications Color Silver Connector Interface N Female Connector Location Bottom Connector Quantity 1 Wind Speed, maximum 201.2 km/h 1 125.0 mph Dimensions Depth 25.4 mm 1.0 in Length 774.7 mm 30.5 in Width 152.4 mm 6.0 in Net Weight 2.3 kg 1 5.0 Ib From North America, toll free Outside North America Telephone: 1-800-255-1479 Telephone: +1-708-873-2307 Fax: 1-800-349-5444 Fax: +1-779-435-8579 © 2008 CommScope, Inc. All rights reserved. All specifications are subject to change. Please see www.andrew.com for the most current information. 0 NDRE page 2 of 3 9/12/2008 Product Specifications DB992HG28N-B Sector Antenna, 1710-2490 MHz, 300 horizontal beamwidth, fixed electrical tilt CHARACTERISTICS �ANDRE IM A Corr Scope Cott+ rq High gain array ideal for point-to-point and repeater applications Unique mounts allow vertical or horizontal polarization General Specifications Antenna Type Sector Operating Frequency Band 1710 - 2490 MHz Electrical Specifications Frequency Band, MHz Beamwidth, Horizontal, degrees Gain, dBd Gain, dBi Beamwidth, Vertical, degrees Beam Tilt, degrees Upper Sidelobe Suppression (USLS), typical, dB Front -to -Back Ratio at 1800, dB VSWR I Return Loss, db Input Power, maximum, watts Polarization Impedance, ohms Lightning Protection 1710-2170 30 13.9 16.0 30.0 0 35 1.4:1 1 15.6 50 Vertical I Horizontal 50 do Ground 2170-2490 25 14.9 17.0 25.0 0 18 35 2.0:1 1 9.5 50 Vertical I Horizontal 50 do Ground From North America, toll free Outside North America © 2008 CommScope, Inc. All rights reserved. Telephone: 1-800-255-1479 Telephone: +1-708-873-2307 All specifications are subject to change. Please see page 1 of 4 Fax: 1-800-349-5444 Fox: +1-779-435-8579 www.andrew.com for the most current information. 9/15/2008 Product Specifications DB992HG28N-B Mechanical Specifications Color Light gray Connector Interface N Female Connector Location Bottom Connector Quantity 1 Wind Loading, maximum 177.9 N @ 100 mph 1 40.0 Ibf @ 100 mph Wind Speed, maximum 201.2 km/h 1 125.0 mph Dimensions Depth 127.0 mm 1 5.0 in Length 304.8 mm 1 12.0 in Width 304.8 mm 1 12.0 in Net Weight 1.4 kg 1 3.0 lb Regulatory Compliance/Certifications Agency. RoHS 2002/95/EC China RoHS SJ/T 11364-2006 Included Products OB390 Pipe Mounting Kit for 4.5 in (114.3 mm) OD round members Classification Compliant by Exemption Above Concentration Value (MCV) �AXDRZW Cct7^mkope Compaqy From North America, toll free Outside North America @ 2008 Comm5cope, Inc. All rights reserved. Telephone: 1-800-255-1479 Telephone: +1-708-873-2307 All specifications are subject to change. Please see page 2 of 4 Fax: 1-800-349-5444 Fax: + 1 -779-435-8579 www.andrew.com for the most current information. 9/15/2008 r; I t ■ South Burlington Public Works 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 TEL: (802)658-7961 FAX- (802)65F?-7976 OFFICE 104 LANDFILL RD. June 23, 2008 Jeff LaFountain 20 Karen Drive Burlington, VT 05406 Dear Jeff LaFountain: On June 20, 2008 City staff discovered an illicit discharge originating from the Pepsi facility located at 20 Karen Drive in South Burlington. Complaints about a foul odor originating from the facilities stormwater detention pond precipitated this investigation. During the investigation it was discovered that water from a dumpster behind the Pepsi facility has been washing into a nearby stormdrain (see attached photos). This stormdram discharges to the stormwater piping under Karen Drive, through a stormwater treatment pond maintained by Pepsi, and eventually into a tributary of Lake Champlain. An illicit discharge is defined as "any direct or indirect non-stormwater discharge to the stormwater system". The discharge described above falls into this category. According to the South Burlington Sewer and Stormwater Ordinance: It shall be a violation of this Ordinance for any person to cause or allow to occur any illicit discharge to the public stormwater system or allow any illicit discharge existing on the date this Article becomes effective to continue regardless of whether such existing discharge was permissible under law or practices applicable or prevailing at the time the discharge commenced. (Article P Section S(b)) By the time you receive this letter the stormwater superintendent will already have been in contact with you and provided you with information to help eliminate the existing illicit discharge. You must immediately take steps to stop this discharge. In addition, you must put together a plan to stop this discharge from occurring in the future. This plan must be prepared and accepted by the stormwater superintendent prior to July 21, 2008. The contents of the approved plan must be implemented prior to August 20, 2008. In addition to the above issues, this discharge has caused some minor damage to the stormwater treatment pond that Pepsi maintains. The contaminated water has caused the grass surrounding the pond to die back. As a result, some minor erosion is occurring on the eastern bank of the pond. Steps should be taken to correct this problem before it becomes worse. There is also a substantial amount of debris in and around the pond (paper, bottle caps, etc...). This material should be cleaned up so that it does not discharge to the City's drainage along Allen Road, and eventually into a tributary of Lake Champlain. The Pepsi facility currently has a credit which reduces the monthly fee it pays to the stormwater utility. If the above actions are not taken in a timely manner the facilities stormwater credit will be eliminated. If the credit is eliminated, you will have to resubmit a credit application to the stormwater utility in order to once again receive the credit towards your stonhwater utility fees. In addition to this letter, you will also be receiving a fine for $25. The South Burlington Sewer and Stormwater Ordinance gives the City of South Burlington the authority to impose fines for violations of the IDDE ordinance (Article VII Section 2). If the discharge is allowed to continue the ordinance allows for additional penalties South Burlington Public Works 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 TE!_: 1.302)658-7961 FAX: (302)658-7976 OFFICE 104 LANDFILL RD. including the suspension of water and wastewater services to the property. In addition, we are required to report discharges of this type to the State of Vermont. The State may follow up with its own investigation. Finally, during our investigation of the stormwater issue, it came to the attention of the water quality superintendent that spoiled product was being dumped down a splash sink and sent to the Bartlett Bay Wastewater Treatment Plant. Discharges of this type are also a violation of the City's Sewer and Stormwater Ordinance. Your product, spoiled or otherwise, has a high Biological Oxygen Demand (BOD). This can have an adverse affect on the wastewater treatment plant operation and could result in a violation of the City's State of Vermont, DEC discharge permit. You must immediately stop dumping spoiled product down the sink. In addition, you must come up with an alternative for disposal of this product that is acceptable to the water quality superintendent. If these conditions are not met further action, which will include fines, will be taken. It is the hope of this office that we can work together to eliminate discharges of this type and continue to protect surface waters in the City of South Burlington. If you have any questions, or would like additional assistance please do not hesitate to contact either the water quality or stormwater superintendent. Sincerely, Thomas J. DiPietro Jr. Stormwater Superintendent South Burlington Stormwater Services (802) 658-7961 x108 Sincerely, -- Steve Crosby Wastewater Superintendent South Burlington Water Quality Division (802)658-7964 x101 Cc: Bruce Hoar, Director of Public Works Padraic Monks, Agency of Natural Resources — Water Quality Division Cathy LaRose, South Burlington Planning and Zoning Chuck Hafter, City Manager South Burlington Public Works 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 TEL: (802)658-7961 FAX: (802)658-7976 OFFICE 104 LANDFILL RD. A6Lv��A --. )) -+ t -�' V3 Page 1 of 1 ray From: Peter Smiar [psmiar@cea-vt.com] Sent: Tuesday, April 29, 2008 10:50 AM To: Cathyann LaRose Cc: ray Subject: Pepsi Facility Cathy, We will be delineating the wetlands at the Pepsi Facility in the next few weeks, and are planning on meeting with the State Wetlands Office shortly thereafter to discuss the associated impacts. At this time is appears that we will not be able to get this work done prior to the May 6th or May 20th meetings of the SB DRB, so we hereby request a continuance of Conditional Use application # CU-07-09 and Site Plan application # SP-07-03 until the June 3 meeting. Thanks, Peter Peter Smiar Staff Engineer Civil Engineering Associates, Inc. P.O. Box 485 Shelburne, VT 05482 (802) 985-2323 x309 (802) 985-2271 fax 4/29/2008 Age r0a- 4 &'t q Cathyann LaRose From: Peter Smiar [psmiar@cea-vt.com] Sent: Wednesday, May 28, 2008 10:53 AM To: Cathyann LaRose Cc: ray Subject: RE: Test email Cathy, Ray, Our wetlands delineation at 20 Karen Drive is complete. However, we wish to meet with the State wetlands folks prior to our meeting with the SB DRB. In short, we will not be able to complete the required work in time for the June 3 meeting. We hereby request a continuance of Conditional Use application # CU-07-09 and Site Plan application # SP-07-03 until the next available meeting. Thanks, Peter From: Cathyann LaRose [mailto:clarose@sburl.com] Sent: Wednesday, May 28, 2008 10:42 AM To: Peter Smiar Subject: Test email Hi Peter, Per our discussion earlier I am sending this in hopes that you will receive it and may respond back. Cheers for now, Cathy LaRose Cathyann L. LaRose Associate Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4106 !qlI,,, I , , ?11 www.sburi.com 5/28/2008 Hjnd !8 Cathyann LaRose From: Peter Smiar [psmiar@cea-vt.com] Sent: Tuesday, December 04, 2007 10:24 AM To: Cathyann LaRose Cc: TimB@pepsivermont.com Subject: Pepsi Facility- 20 Karen Drive Cathyann, It appears that the recent snow cover will prevent us from having our wetlands delineation ready for the Dec. 11 meeting of the SB Development Review Board. We hereby request a continuance of Conditional Use application # CU-07-09 and Site Plan application # SP-07-03 until the next meeting on Jan 8, 2008. Please feel free to contact me with any questions or comments, Peter Peter Smiar Staff Engineer Civil Engineering Associates, Inc. P.O. Box 485 Shelburne, VT. 05482 (802) 985-2323 #309 12/4/2007 Cathyann LaRose From: Peter Smiar [psmiar@cea-vt.com Sent: Tuesday, December 04, 2007 1024 AM To: Cathyann LaRose Cc: TimB@pepsivermont.com Subject: Pepsi Facility- 20 Karen Drive Cathyann, It appears that the recent snow cover will prevent us from having our wetlands delineation ready for the Dec. 11 meeting of the SB Development Review Board. We hereby request a continuance of Conditional Use application # CU-07-09 and Site Plan application # SP-07-03 until the next meeting on Jan 8, 2008. Please feel free to contact me with any questions or comments, Peter Peter Smiar Staff Engineer Civil Engineering Associates, Inc. P.O. Box 485 Shelburne, VT. 05482 (802) 985-2323 #309 12/4/2007 > 11 e r da_ 4 11 ,# t Z Cathyann LaRose From: Peter Smiar [psmiar@cea-vt.com] Sent: Friday, December 28, 2007 1:21 PM To: Cathyann LaRose Cc: TimB@pepsivermont.com Subject: RE: Pepsi Facility- 20 Karen Drive Cathyann, I don't believe that we will be able to complete a wetlands delineation by the January 8th meeting. We hereby request a continuance until the Jan 22, meeting. Thanks, Peter Peter Smiar Staff Engineer Civil Engineering Associates, Inc. P.O. Box 485 Shelburne, VT. 05482 (802) 985-2323 #309 From: Cathyann LaRose [mailto:clarose@sburl.com] Sent: Friday, December 28, 2007 8:48 AM To: Peter Smiar Subject: RE: Pepsi Facility- 20 Karen Drive Hi Peter, I wanted to check in and see how the project was going. Were you able to complete the delineation or do you anticipate continuing the application? Please let me know no later than early next week. Thank you, Cathy Cathyann L. LaRose Associate Planner t 12/28/2007 DEVELOPMENT REVIEW BOARi, 20 NOVEMBER 2007 Mr. Behr reminded residents that this is just a conceptual review and that nothing will be decided at this meeting. Residents said they had hoped to talk with Pizzagalli people before this step. Mr. Bouchard said that when they come up with a site plan, they will show them to residents. Another resident said it seems that the rules that apply to them don't apply to Pizzagalli. He noted residents were told they couldn't subdivide with a substandard lot, and for Pizzagalli this doesn't seem to be a problem. Mr. Plumeau said he lives in the area, and he understands the neighbors' frustration. Mr. Bouchard said he would be happy to submit a conceptual plan, but he doesn't want to discuss specific issues yet. Mr. Behr asked the applicant to come back with another sketch plan. A resident noted that because of South Burlington/Vermont laws, one day they woke up and the land behind them was rezoned from Residential to Commercial, and no one had to let them know it was happening. Mr. Belair stressed that he is not for or against any project; he just upholds the regulations of the city. Mr. Plumeau moved to continue Sketch Plan Application #SP-07-69 of Pizzagalli Properties until 11 December. Mr. Farley seconded. Motion passed unanimously. 10 Public Hearing: Conditional Use Application #CU-07-09 of L. E. Farrell Co., Inc., to change the use of a 94,900 sq. ft. manufacturing facility to warehousing, processing, storage & distribution use, 20 Karen Drive: and 11 Site Plan Application #SP-07-83 of L. E. Farrell Co, Inc., to change the use of a 94,000 sq. ft, manufacturing building to warehousing, processing, storage & distribution use, 20 Karen Drive: Mr. Bourgeois, Plant Manager, noted that the 2 buildings are not connected. There will be no changes to the existing facility. Over the years, there have been some changes in the parking area. Before 1994, there were additions to parking areas to the north and south. There is an issue of some wetland buffers and expanded parking. 48 parking spaces are required. There are now 54. There is also a satellite dish on the roof which is 18 feet high. The building is 22 feet high for a total of 40 feet. Mr. Belair noted the limit is 35 feet without a waiver. There would have to be additional setbacks for every foot of additional height. Mr. Belair also indicated the expanded areas that did not have approvals, many of which involve wetland buffers. Mr. Bourgeois said they are here to correct that. Mr. Plumeau asked if the previous uses have been stopped. Mr. Bourgeois said they have stopped bottling. DEVELOPMENT REVIEW BOARL 20 NOVEMBER 2007 Mr. Plumeau also noted that warehousing generates more trip ends and asked if that is true of this business. Mr. Bourgeois said the service team come in the early morning and leaves the facility for the rest of the day. Mr. Belair said the ITE comparison is all staff has to go on. Mr. Plumeau said he wasn't sure "warehousing" was the correct designation. He asked the applicant if there is more traffic now. Mr. Bourgeois said in the last 13 years there was heavy tractor -trailer traffic to the site. They are now a major distribution center. They moved the service team to Pine St. It was noted that Skip Farrell has sold the company to Pepsi Ventures as of 1 December. They may want more changes when they take over. Mr. Plumeau said it would be useful to know their realistic trip generation, hours and days of work, etc. He noted this is a major "cutoff' from South Burlington, and with new senior housing, South Village, etc., the Board needs to understand the mix and the impact this could have. At a minimum, the Board needs to know the current travel patterns. The applicant indicated a willingness to work with the Board. The applicant noted a stipulations to remove parking spaces in the wetland buffer, but they don't know where that is. Mr. Belair said he can look at historical documents and do the best they can. Mr. Farrell said he would want to know how far into the buffer they encroach. Mr. Belair also noted some floodlights that need to be downcasted or replaced with downcasting fixtures. The applicant also has to show where snow storage will occur, and it cannot occur in the wetland buffer. The location of the dumpster also has to be shown on the plan, and it must be screened. Mr. Farley moved to continue Conditional Use Application #CU-07-09 and Site Plan Application #SP-07083 of L. E. Farrell until 11 December 2007. Mr. Knudsen seconded. Motion passed unanimously. 12. Miscellaneous Application #MS-07-13 of David Farrell Trust to install an erosion control measure (large stones) to stabilize the existing bank along Lake Champlain,1195 Shelburne Road: Eric Farrell noted they had gotten permission to do the work but had never gotten a zoning permit. The work is done and is built according to the approval. Mr. Belair said the approval expired, and the Board needs to reapprove it. Mr. Plumeau moved to approve Miscellaneous Application MS-07-13 of David Farrell Trust subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. -5- Cathyann LaRose From: Peter Smiar [psmiar@cea-vt.com] Sent: Tuesday, March 25, 2008 3:11 PM To: Cathyann LaRose Cc: TimB@pepsivermont.com Subject: RE: Pepsi Facility- 20 Karen Drive Wow, what a winter. I'm glad that I finally bought new backcountry skis this year. Thank you Cathyann, we will in fact be needing another continuance since there is still snow on the ground. Lets aim for May 6th. Tim, 1 will be Out Of the Office from Monday April Rth to Monday Arnril 2Rth I Will contact our wetlands specialist and nive him the �r 1. information that he needs so that we can keep things moving if there is a thaw while I am away. Thanks, Peter 985-2323 x309 From: Cathyann LaRose [mailto:clarose@sburl.com] Sent: Tuesday, March 25, 2008 2:55 PM To: Peter Smiar Subject: RE: Pepsi Facility- 20 Karen Drive Good afternoon Peter, This is your friendly neighborhood development review planner just checking in to see if you'd like to see another continuation for the project at 20 Karen Drive as our previous continuances landed you the agenda for April 1. If you'd like more time, the upcoming DRB hearings are April 15, May 6 and May 20. Please let me know what you'd like to do. Someday this snow will melt Thanks in advance. -Cathy LaRose Cathyann L. LaRose Associate Planner Ll City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4106 3/25/2008 ) Pje nda- # I I , 1 Cathyann LaRose From: Peter Smiar [psmiar@cea-vt.com] Sent: Tuesday, January 15, 2008 11:29 AM To: Cathyann LaRose Cc: TimB@pepsivermont.com Subject: RE: Pepsi Facility- 20 Karen Drive Cathyann, Once again, I don't believe that we will be able to complete a wetlands delineation and updated site plan by the next SB DIRE; Meeting (January 22nd). We hereby request a continuance until the first meeting in February. Thanks for checking in, Peter Peter Smiar Staff Engineer Civil Engineering Associates, Inc. P.O. Box 485 Shelburne, VT. 05482 (802) 985-2323 #309 From: Cathyann LaRose [mailto:clarose@sburl.com] Sent: Tuesday, January 15, 2008 10:50 AM To: psmiar@cea-vt.com Subject: RE: Pepsi Facility- 20 Karen Drive Hi Peter, Just checking in again to see where we are with respect to the wetlands delineation or if the applicant would like to continue to the February meeting. Thank you for getting back to me. -Cathyann LaRose From: Peter Smiar [mailto:psmiar@cea-vt.com] Sent: Friday, December 28, 2007 1:21 PM To: Cathyann LaRose Cc: TimB@pepsivermont.com Subject: RE: Pepsi Facility- 20 Karen Drive Cathyann, I don't believe that we will be able to complete a wetlands delineation by the January 8th meeting. We hereby request a continuance until the Jan 22, meeting. Thanks, 1/15/2008 Cathyann LaRose From: Peter Smiar [psmiar@cea-vt.com] Sent: Tuesday, February 12, 2008 11:31 AM To: Cathyann LaRose Cc: TimB@pepsivermont.com Subject: RE: Pepsi Facility- 20 Karen Drive Cathy. Thanks for checking in. I don't believe that we will be able to complete a wetlands delineation anytime soon. We hereby request a continuance until the April 1 st meeting. Thanks, Peter From: Cathyann LaRose [mailto:clarose@sburl.com] Sent: Monday, February 11, 2008 12:40 PM To: psmiar@cea-vt.com Subject: RE: Pepsi Facility- 20 Karen Drive Good afternoon Peter, We have the LE Farrell Co/Pepsi on next Tuesday's agenda. I am sure that you are still working on the wetlands delineation so can you send me a message to officially request a continuance on this item? Would you like to recommend a date? Scheduled meetings include: March 18 April 1 April 15 May 6 Thank you in advance. -Cathy Cathyann L. LaRose Associate Planner City of South Burlington 2/12/2008 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 6, 2007 Tim Bourgeious L.E. Farrell 20 Karen Drive South Burlington, VT 05403 Re: L.E. Farrell Dear Mr. Bourgeoius: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday December 11, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. web site: www.nrb.state.vt.ue/,Lup by clicking on "District Commis- sion Cases" and entering the case number above. Dated at Essex Junction, Vermont this 29th day of October, 2007. By: /s/ Peter E. Keibel Peter E. Keibet Natural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802.879.5658 E/ peter.keibel@state.vt.us ACT 250 NOTICE MINOR APPUCATION 10 V.S.A. §§ 6001-6092 On October 19, 2007, Den- nis Demers, filed application #4C077OR-3A for a project gener- ally described as: the creation a two lot subdivision for construction of a single family residence on each lot. The project is located on Bishop road in the Town of Shelburne, Vermont. The District 4 Environmental Commission will review this ap- plication under Act 250 Rule 51 - Minor Applications. Copies of the application and proposed permit are available for review at the Shelburne Municipal Office, Chit- tenden County Regional Planning Commission located at 30 Kimball Avenue, South Burlington, and the office listed below. The application and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state. vt.us/lup) by clicking on "District Commission Cases," selecting "Entire Database," and entering the case number above. No hearing will be held unless, on or before November 13, 2007, a party notifies the District Commis- sion of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shalt be in writing to the address below, shall state the criteria or subcriteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the dis- trict coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by November 13, 2007. CHARLOTTE P ��IING COMMIS- SION J NOTICE OF PUBLIC HEARING Pursuant to Title 24 Chapter 117 V.S.A. and the Charlotte Land Use Regulations, the Charlotte Planning Commission will meet on Thursday November 15, 2007 at the Town Hall to hear the follow- ing application: 7:05 PM Final Plan Hearing of a subdivision amendment by Sam 8 Priscilla Spear to a condition of prior subdivision approval PC-05- 53 to move an existing barn at 1501 Ferry Road. Application material can be viewed at the Planning and Zoning Office. Participation in the hear- ing is a prerequisite to the right to appeal any decision related to these applications. PUBLIC HEARING . SOUTH BURLINGTON DEVELOP- MENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hatt Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, November 20, 2007 at 7:30 P.M. to consider the following: 1. Appeal #AO-07-04 of Veve Asso- ciates, LLP appealing the issuance of Notice of Violation #NV-04-18 by the Administrative Officer for zoning violations at 435 Dorset St. 2. Conditional use permit applica- tion 4CU-07-08 of Gary & Irene Bourne to convert 2850 sq. ft. of space to social services use, 31 Swift St. 3. Conditional use permit applica- tion #CU-07-09 of L.E. Farrell Co, Inc to change the use of a 94,900 sq. ft. manufacturing facility to warehousing, processing, storage & distribution use, 20 Karen Dr. 4. Preliminary plat applica- tion #SD-07-72 of Catamount/ Middlebury, LLC & JWJ Realty for a planned unit development consisting of: 1) a boundary line adjustment between 1785/1795 Shelburne Rd and 68 Nesti Drive, 2) expanding the parking lot for auto sales & service use on 1785/1795 Shelburne Rd, and 3) creating a new access for 68 Nesti Or through 1785/1795 Shelburne Road. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. October 31, 2007 PARCEL NO. 2: Being all and the same lands and premises conveyed to Clark W. Hinsdale, Jr., by War- ranty Deed of Peter C. Holmberg and Marilyn D. Holmberg, dated April 7, 1995, and recorded at Book 84 Pages 553-554 Charlotte Land Records. PARCEL NO. 3: Being all and the same lands and premises conveyed to Clark W. Hinsdale, Jr., by War- ranty Deed of Peter C. Holmberg and Marilyn D. Holmberg, dated April 7, 1995, and recorded at Book 84 Pages 557-559 Charlotte Land Records. Nature of the Interest: Oil and Gas Lease from Henry Dike and Beatrice Dike to Peter Hender- son Oil Company dated September 28, 1957, and recorded at Book 27 Page 396 Charlotte Land Records. Name and Address of the Person Giving Notice Clark W. Hinsdale, Jr. 286 Prindle Road Charlotte, Vermont 05445 It is presumed that the above Oil and Gas Leases are abandoned. Dated a Vergennes, Vermont, this 29th day of October, 2007. Submitted by: Clark W. Hinsdale, Jr. PUBLIC NOTICE VERMONT STATE HOUSING AU- THORITY Section 8 Housing Choice Voucher Program Vermont State Housing Authority (VSHA) will be closing its waiting list for the Section 8 Housing Choice Voucher program at 4:30 p.m. on October 31, 2007, except that applications will continue to be accepted from individuals applying to the Section 8 Project - Based program, and individuals applying to the Section 8 Family Unification program. This Notice is provided in accor- dance with VSHAs Administrative Plan for the Section 8 Housing Choice Voucher program, which mandates the agency provide a thirty (30) day notice prior to closing the list. 802-828-3295 (Voice); 800-798-3118 (TTY); 800- 820-5119 (Messages) VSHA will provide free interpreta- tion services to clients who have Limited English Proficiency. Equal Housing Opportunity STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S0045-07 CnC Ameriquest Mortgage Company, as the Company and Servicer in trust for the Purchaser and various Mortgagors, Fixed and Adjusted Rate Mortgage Loans, CitiGroup Global Markets Realty Corp, with- out rernurca_ mortgage the undersigned is the Yt holder, for breach of the ons of said mortgage and for the purposes of foreclosing the same will be sold at Public Auc- tion at 11:00 A.M. on November 7, 2007, at 38 Maple Street, Essex Junction, Vermont all and singular "the premises described in said mortgage: To Wit: Being all and the same land and premises conveyed to Simon Blucher and Catherine Blucher by Warranty Deed of Sandra Lane dated May 16, 2006 and recorded in Volume 686 at Page 639-640 of the Land Records of the Town of Essex. Terms of Sale: $10,000.00 to be paid in cash by purchaser at the time of sate, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sale is subject to taxes due and owing to the Town of Essex Junction. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burlington, VT 05403, 802 660-9000. Ameriquest Mortgage Company By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S946-07CnC Aurora Loan Services, LLC, Plaintiff Jessica T. Lacey, Dean R. Lacey, Lehman Brothers Bank, FSB And Occupants residing at 7052 Main Road, Huntington, Vermont, Defendants SUMMONS & ORDER FOR PUBLICA- TION TO THE ABOVE NAMED DEFENDANT: Jessica T. Lacey and Dean R. Lacey sucn cu(im in any other ac YOUR ANSWER MUST STATE A COUNTERCLAIM WHETHE NOT THE RELIEF DEMANDEI THE COMPLAINT IS FOR DA AGE COVERED BY A LIABIL: INSURANCE POLICY UNDER THE INSURER HAS THE RIG OBLIGATION TO CONDUCT T DEFENSE. If you believe th plaintiff is not entitled to part of the claim set forth Complaint, or if you believ you have a Counterclaim a, the plaintiff, you may wish consult an attorney. If you that you cannot afford to I attorney's fee, you may asi clerk of the Court for infon about places where you mi legal assistance. Plaintiff's action is a Comp in Foreclosure which allege you have breached the terr a Promissory Note and Mor Deed dated November 14, Plaintiff's action may effec interest in the property de! in the Land Records of the of Huntington at Volume 8: Page 626. The Complaint al seeks relief on the Promiss, Note executed by you. A cc the Complaint is on file am be obtained at the Office o Clerk of the Superior Court County of Chittenden, Stat( Vermont. It appearing from Affidavit filed in the above entitled that service cannot be mad with due diligence by any c methods prescribed in V.R.( 4(d) through (f) inclusive, hereby ORDERED that servi( the above process shall be upon defendants, Jessica T. and Dean R. Lacey by publi pursuant to V.R.C.P. 4(g). T der shall be published once for three consecutive week 10/24/07,10/31/07 and 1 in the Seven Days Newspap copy of this Order shall be i to defendants at their addr( their address is known. Dated at Burlington, Vermo 15th day of October, 2007. Hon. Matthew I. Katz Presiding Judge Chittenden Superior Court DON'T SEE A SUPPORT grou that meets your needs? Call mont 2-1-1, a program of Ui Way of Vermont. Within Verr dial 2-1-1 or 866-652-4636 free) or from outside of Verr 802-652-4636. Monday-Frid: 8:30 a.m. - 4:30 p.m. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: November 15, 2007 \drb\sit\farrell\farrelIPepsi_siteplan_cu.doc Plans received: October 29, 2007 31 Swift Street CONDITIONAL USE APPLICATION #CU-07-09 SITE PLAN APPLICATION #SP-07-83 Agenda # 10 and #11 Meeting date: November 20, 2007 Owner/Applicant Propertv Information L&C Farrell -Partnership Tax Parcel 0950-00020C, 0950-00005L PO Box 4010 0950-00010L South Burlington, VT 05403 Allen Road Zoning District Location Map PROJECT DESCRIPTION L.E. Farrell Co. Inc, hereafter referred to as the applicant, is seeking conditional use and site plan approval to change the use of a 94,000 sq. ft. manufacturing building to warehousing, processing, storage, and distribution use, 20 Karen Drive. The applicant is also requesting site modifications which have been created over the years, including new parking areas, but which have never been approved by the City. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on October 29, 2007 and have the following comments. CONDITIONAL USE CRITERIA Pursuant to Section 14.10(E) of the South Burlington Land Development Regulations the proposed conditional use shall meet the following standards: 1. The proposed use, in its location and operation, shall be consistent with the planned character of the area as defined by the City of South Burlington Comprehensive Plan. The proposed change in use is consistent with the planned character of the area and the existing uses in the area. 2. The proposed use shall conform to the stated purpose of the district in which the proposed use is located. Pursuant to Section 5.07(A) of the SBLDR, the Allen Road Zoning District recognizes the complex of land uses and densities. Future commercial development shall be in general keeping with Commercial 1 regulations to provide for the goods and services needs of local residents. Staff feels the proposed warehousing use is in compliance with the stated purpose of the Allen Road District, as it is in an area that is densely developed with commercial and office uses. 3. The Development Review Board must find that the proposed uses will not adversely affect the following: (a) The capacity of existing or planned municipal or educational facilities. Staff believes that the proposal will not adversely affect municipal services. (b) The essential character of the neighborhood or district in which the property is located, nor ability to develop adjacent property for appropriate uses. Staff believes that the proposal is in keeping with the character of uses on surrounding properties and will not adversely affect the character of the area or the ability to develop adjacent properties. 2 (c) Traffic on roads and highways in the vicinity. According to the ITE, 7`h Edition, the proposed uses will result in a decrease in estimated PM peak vehicle trip ends from 61.1 to 42.7. (d) Bylaws in effect. The proposal is in keeping with applicable regulations. (e) Utilization of renewable energy resources. The proposal will not affect renewable energy resources. (t) General public health and welfare. Staff does not believe that the proposal will have an adverse affect on general public welfare or the health of the surrounding public. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The change in use results in a decrease in the requirement of parking space. Under the new proposal, 48 parking spaces will be required. Fifty four (54) are shown on site. However, many of these are not in compliance with the SBLDR's. Furthermore, many of these have been created on site without City approval. The applicant is currently in violation of their approved site plan. Staff has visited the site and has serious concerns about the proposed parking. The northern most parking area is made up of all angled parking spaces. Angled parking spaces are only permitted on one -directional access -ways. The drive through this parking area does not connect and thus needs to be two -directional. This must be revised so that all parking spaces are at 90 degrees. 1. The parking spaces at the northern most parking lot must be revised so that they are no longer angled. Only perpendicular spaces shall be allowed. The applicant is proposing "expanded gravel parking" to the western side of the property, near the existing garage. This gravel parking is not delineated and is currently being used for tractor trailer truck parking. This should be noted as such. 2. Any parking proposed or utilized for tractor trailer trucks shall be so noted on the plans 3 The existing parking lot closest to the main entrance on the west side of the building, labeled for eleven (11) parking spaces, does not meet SBLDR standards. The parking spaces along the northern edge of the parking area must be removed. The parallel parking space along the western edge of the parking area should also be removed. The handicapped parking space does not have the necessary abutting access aisle. 3. The following changes must be made within the existing parking lot closest to the main entrance on the west side of the building: a. the parking spaces along the northern edge of the parking area must be removed; b. The parallel parking space along the western edge of the parking area should also be removed; c. A five-foot access aisle shall be added adjacent to the handicapped parking space The proposed expanded parking area along the southern edge of the subject lot is very likely located in a wetland or wetland buffer. This issue will be discussed in further detail below. Furthermore, several of the spaces do not meet the minimum dimensional requirements per the SBLDR. 4. All parking spaces must meet the minimum dimensional standards of the SBLDR. Specifically, some of the parking spaces located along the southern portion of the property should be revised. They are either not deep enough, or are shown as too long without a line which would split them in two spaces. If necessary, those spaces which fall within the wetland or wetland buffer should be removed. Furthermore, upon a visit to the site, staff has observed truck parking in an area not proposed for parking, along the western edge of this southern lot. This should be clarified. If no parking is proposed or approved in this area, and parking does occur in this area, the applicant shall be clear violation of their site plan. Staff will readdress the adequacy of the number of parking spaces as such time as the location and dimension of all parking spaces are finalized. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The number of parking spaces located to the front of the building are minimal. As the site is largely hidden from public view and most spaces are pre-existing, staff does not recommend any changes per this criterion. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. There appears to be a large telecommunications apparatus on the building. It is possible that this exceeds the allowable height limit in the district. The applicant should address the height of this apparatus, and if necessary, request a height waiver. 5. The applicant should address the height of the telecommunications apparatus and total building height, and if necessary, request a height waiver. 12 (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. There are no changes to the proposed building. The change in use proposed herein does not necessitate any changes to this criterion. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. There are no changes to the proposed building. The change in use proposed herein does not necessitate any changes to these criteria. The building has been recently re -faced; staff finds that it is sufficiently and aesthetically pleasing. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to require any additional access to abutting properties. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already stated that pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Trash storage is not shown on the plans. The plans should be revised to include the location of properly screened trash storage. 6. The plans shall be revised to include the location of trash storage. All trash storage shall be properly screened. 5 (d) Landscaping and Screening Requirements Because no buildings are proposed, there are no requirements for additional landscaping. Lighting Staff has visited the site and has observed many light fixtures; both building and pole mounted which are not in compliance with the SBLDRs. Flood lights or lights which are otherwise not downcast or shielded are not permitted. They should be changed to fixtures which are in compliance with Appendix D of the SBLDRS. 7. All exterior lighting on site shall comply with Appendix A. 9 and Appendix D of the SBLDR All lights shall be downcasting and shielded. Wetlands There are significant wetlands on the site which are likely of level Class II. The applicant may be proposing impacts to these wetlands or their associate buffers. This is a various serious concern. The applicant should submit a plan which clearly delineates all wetlands, including a 50 foot buffer of all wetlands. Any impacts into the Class II wetland or associated buffer would require a Conditional Use Determination from the State of Vermont before the City will even consider the proposed impacts. Staff reserves the right to further assess any impacts to wetlands or wetland buffers to when the detailed plans are submitted. 8. The plans shall be revised to clearly delineate all wetlands and associated 50 foot buffers. If necessary, the applicant shall obtain a CUD from the State of Vermont. Furthermore, the plans may need to be revised to remove all proposed impacts to said wetlands. RECOMMENDATION Staff recommends that the Development Review Board continue Conditional Use application #CU-07-09 and Site Plan application #SP-07-83. Respectfully submitted, *aitLh�yan'nLaRos6, Associate Planner Copy to: L&C-Farrell Partnership, Applicant and Property Owner Tim Bourgeois, Pepsi Peter Smiar, CEA 0 m >r U) L7 Q O r` O O N 0) N O 7P N CV N O N N N O ti O O N U O) O a_ 0 Q U O 15 G PLAN NOTES Cobble Hill HoldingsInc. LEGEND SITE 5 ENGINEER:: P.O. Box 1001 \ - \ \ / I♦ 1. Utilities shown do not purport to constitute or represent all Mtlion, Vr Q548S-� / - , CONTOUR utilities located upon or adjacent to the surveyed premises. / - // /) Existing utility locations are approximate only.'`C^�'` PROPERTY LINE 1, 2. Contours shown are based upon a compilation of topographic \ .... i .. % ( / survey is and UDAR data from the State of Vermont / / ° \ \ \\1 \ / O IRON PIN CIVIL ENGINEERING ASSOCIATES. INC i Digital Orthophotogrophy OVD/2004 "Bore Earth UDAR" DVD. ' ♦ \ ' l `, r : " / ' �/ � .I \ - I o CONIC. MON. P.O. BOX 465 SHELBURNE, VF 0548P 3. This Ian Is not a boundarysurve and is not Intended to / / / 1�- / ( /, "-96s2= Far: 892-90s2221 wee: -A be used as one. y I !w\ �O • \ - r / I `� // ( —SS--- GRAVITY SEWER LINE ' \ � rorrvasr - .0 mcen ss.mss 4. Property line Information is based upon a plan entitled "Boundary W WATER LINE Dun Survey -Estate of Myrtle Lozon to L & C Farrell - Allen Road 4'! \•, ,. \ \ /\ 1 ' I South Burlln gton, Prepared by Robert C. Krebs, dated 6/29/81. -r^�-' 1 \\ f� I - - % / ,' �i - OE OVERHEAD ELECTRIC PBS 5. Previously approved paved areas ore boxed upon a plan i" / \ \ ` /' Ij ' / I -- UE UNDERGROUND ELECTRIC �MD entitled Utilities - Site Plan, New Pepsi Cola Facilities, Louis E. PBS Farrell Company, South Burlington, VT. Prepared by Krebs & Lansing � I \ 1 \ \\... I ( t ;III / ' 0 -- — G GAS LINE .eesov® Consulting Engineers, dated 8/26/81.� \ i// V A it ��- V ♦h ? J -_ —ST STORM DRAINAGE LINE PBS LOT 2 ; �4 \ -- - 1 , �_ / \ 1 \\ l \ \ AREA 2..0 ACRES I I \ / Q I OS SEWER MANHOLE OWNER: ..� A Ready Funeral Service- I ® STORM MANHOLE !DETENTION 261 Shelburne 'St. ` I POND \ 1 I a� \ \ ( ` Burlington, VT 05401' HYDRANT `. 1 ,^\ L.E. FARRELL "Ply I L \ I I WATER VALVE ' ;�' / ���`�t f/RD \\ / ♦\ \ / ' ✓ O \ \ �♦ ! I ' \ \ \ . , I n POWER POLE COMPANY I / Fes` �g►C� ✓ . 1\ 5 1� ♦ I PROPOSED 12', X 12' \ \ LIMITS OF PREVIOUSLY 20 KAREN DRIVE ' S�TT•��_N �V / ` 'a 1 I O O CATCH BASIN PAN PARKING AREAS \,OVERHEAD.'DOOR ' I \, i 'nn' N APPROVED DRIVE / `- / I ��,�• \ 1 \ m ` J EXPANDED 5 J t: LIGHT POLE SOUTH BURLINGTON ✓ / r- / i . ✓.. - /' I \ t LIMITS QF PREVIOUSLY - L ' - - _ _ L VERMONT f I SA APPROVED DRIVE'' SIGN IT �\ I',: ✓ ,' I ! PROPOSED ETY FENCE J',— I \\ \ •�-sue__._•. 1� j71 — _ . J �% W 1 \. / DECIDUOUS TREE PROJECT: CONIFEROUS TREE i\\ EDGE OF WOODS/BRUSH .,\ 1 LOT, \ \., \ —�/ ..:® H \\ _ \ \ / ,/ AREA = 2.54 ACRES 1 \ , 30' FRONT YARD \ /� ^ ���� 'e--", `���\�\�����\ \\\\\\\\� \\ \\\\\�\\ \\\\\\\\>\\\\\ DRAINAGE SWALE i t ` 101 SIDE k REAR : 1 SETBACK \ - - ��, \\\�\\ \ \ \ \\\ \\\ �\������\� .__..._ �+ /-+ \ SETBACK / \ KAREN DR. / I / i\\\�\�\`\��\\\��\\\�\�\����\�\\� �� \ `\ PEPJ� l/OLA (1Yp,) I 1 - 0 1 \ I �\ ���\������� ® / OF PARKING SPACES BOTTLING COMPANY Jolly Associates I 1 / 1 \ \ h - I ; \\ ;\�\�� \\ ���,\ ��\\�\`\ S.B. Collins, Inc. , / \ \\\ \\\\\ \ �� \��\ \\\\ OF BURLINGTON \\\\\ \\\ \\\\\\\ \\\\\\ \\\ \\ \\\\\ \\ \\\\ ll P.O. Box 671 1 t-• ��� \\� \ \\�\\ \\\\� \\\\ \� 1 \ \ // \ \\\\\\\\\\ \ \ \ \ \\\\\\\ \ \ \\ \\\ \� \\\ \\. / 1 Ascension Lutheran Church St. Albans, VT 05478 j 1 , ' 1 \ i I \\\\ \ \\\ \ \\\\ \ \\ ��\ \ \\ I I \ \\\\\\\\\\ \\ \ \\\\\\ \\ \\\\ I ( I I 95 Allen Rd. 20 KAREN DRIVE \\�\ So. 9urlington, VT 05403 \ 1 1 I 1 EXISTING \ \ ♦ / \ SOUTH BURLINGTON DSCAPIN \\\\\ I \\ \\ \\\\\\�\\\\ \ \ I` I �. ( NO SIGN I \ \�\ ��\���\�������\ -.. \\ .\\\\ \\\ \\ \\\\ VERMONT NNE \\\\\\ \\\\�\�\\�\ I I EJ(ISTING BUIL[)ING,\\� \\\\\\ \\\\\\\�\\\ C LIMITS OF PREVIOUSLY:, _ � ... ,� \.' Robert M. Fller 1 nli APPROVED PARKING I �I � / \\�\\\\\\\ 65,150 S.F. U\ :\�\; �\ \ \ \ �\\\\\\\ tt\\\\\ f / ( I `\�\ 05443 Bristol. \ Oar? 19 as \ ��\ \\ \\\\\�\\ \ g\\\\\\11 �I LOTS / , I FUEL PUMPS (2)��\�\ �./ nfO s r EXPANDED I \ I\ �\����\\\ \�\�\\\\�\` f/� aY[ A M. BHc \ O AREA = 19.29'A �tE.� I I GRAVEL I UNDERGROUND \: / \�\\���������\�\ \\��\ \� \��\\�\�\ \��\\\\�\\�\\\�\\\\\�\ I /�.:♦\ �` // z! PARKING FUEL TANK \ 4• \�\\ \\\\\\\� / �� ♦-C OIL/ GRIT �, \ \ ' :I \\\ \\\�\�����\\� \ 1 SEPARATOR-----.:\\\> ::\\\.\\\ \\\ \.\\\\\. \\\\\ \ / wt\\��� LOCATION MAP \_\ �\\\\\\\\\\\ \\\\\ \\\\\\\\\\ \ 1 1500t IN IEang GGT \ \ \ 1 \�\\\\\\ \\\\��\\\\:: I\\ \\\\\\\ /\ ocs cast® ssrmox 1 0 Shelburne Rd. I f \\��� \ \ \�\�\\\\\ I \ I \\ \ \\\\ \\\\ \�\\�\ \\\\ I So th Burlington, Vr 05403 ' , 1 \\\;EEXISTING GARAGE \ 2\ 1 \ \ 1 \\�\\\� I \ �\\ \� \ I WATER EMENTNE \\\\ \ \\\,\ / I I 1 9,700 S.F. �\\�\ \\\\\\\\\\\\\\\\\\\\ 1 \'� c SAFETY FENCE \\\��\�\\��\\ ��\ ll \ 1 II I \ • t I, f- T _. _ .� -----'C- / STONE FILL (TYP) 1 —1� \ '�-•7� L i':?...T \. 9 \ i I / _ 1 \\ \ 1 1 1 \ \ �d PAVED. PARKING DTENTIONE / SITE PLAN \ 1 POND q — —�ST-- — — — -�7— — '�'� LIMITS OF P EVIOUSLY I \ / �\� "I N ..> h i," .— / l♦ APPROVED PARKING (TYP.) i215--\ 1 �y3•as+c =0— OE— -�� —01 7 GRAPHIC SCAL9 ` - ` . '.\ EXPANDED PARKING AREA �'�� ,'_ _ I' 1sLr L\ 1 \- I i 1\ s,: • r `\\ r \ I I _• !♦ -:.. ji VELCO'EAMENT Thomas & Dawn Edwards I J I—��•���� '' son snmxi xax,® P.O. Box 847 \ \ (IN tsar •—*-•— -1=• \ \ j \ , -- j / /OCT. 29, 2007 Milton. VT 05468 'r•�,�•\ / I Inca: 40 M, L �\ t SO1141i BIiRUNGTON I - - 1 - - - - \ -, eels _ C1 - - - - - - - � T\ - -/� - - - - SH�BURNE - - - - - - -I - - 1 I Tom,, \ 1" = 40' \ '\ Locust Hill Association N / :'� \\ j r /, Shelburne, VT 05482 ♦�30- \\ j / / �' 07222 _ SITE ENGINEER: LEGEND STATE of VERMONT - EXISTING CONTOUR VT ."_ LEASED to CENTRAL L.-T_- _ _.. f f f �,INC. ELEC. I i -�+_„ --" VERMONT ,s.-ri, _E = _ _IYIL ENGINEERING ASS ICIATE., IN_ POWER I{;Y� l"eR �On+a 2' -7-�L_-r- _ �__ _ 336 PROPOSED CONTOUR P.O. BOX 485 SHELBURNE, Vr 05482 CO. INC. w •Z� _ "'x�re„��` `- - J---�7-I.-r_r�:7: s- - ` - - APPROXIMATE PROPERTY LINE e�-Basz3zs cuc eoz eesssn 11s %= � w _ � , y"re r � - -.. •_� 7 L � wervaer m roos - u�. voxas mnvm I — ' — — — APPROXIMATE SETBACK UFFER J �� -. oas�N -�, •� +v`� - r: l i"- "fX=ri _ —SS GRAVITY SEWER LINEiso _ w - —FM FORCE MAIN _ y L.� cam. o = W W N SAV w ` / ..•_ _. '� ._ -_ - "%'!'/ �/�'� �'%'� '%;%%�: �'� ===ate � `!- . -•!Q'� �- ..ti.:.1,_..-..- - ___--__, � `'. , • -.. -, , ,, .,'< � .,. _ OVERHEAD ELECTRIC , � ,,,'„/ , .',; :.'i �', ;�,;" :; . , 1'• `_-+? z-: c-, SAV -ter E UNDERGROUND ELECTRIC ,. ,,, ,:,,; %/, ,: // `\ .m*.\ .: iL" _' \`� •� rr `� ^""'^�.x_-__. OWNER: +s'1 • ...-' - ` - -' a .. 'Y" � � • �- ""..-+,. T TELEPHONE LINE _-Z' G GAS LINE iw_wcoi�'r w� es, •i\ i . \ _�- _ '"�, —ST STORM DRAINAGE LINE 666 ' i t C , SEWER MANHOLE t CATAMOUNT/ w " ;7 EBU STORM MANHOLE =; xc JWJ REALTY INC. HYDRANT 7- 0 SHUT-OFF , ,//i','•,/ / r b � , , „ /ji , ;� j � �: _ - - _ v, POWER POLE y GS ® CATCH BASIN PROJECT: CATAMOUNT % Y'%%%". ._.. I — - C MO /MI C - 1 1 MIDDIJIBM- i I_ .. ,.. ,,•, :,o!G''::,;,; _ _ 'I , ��,�p _ a•, LIGHT POLE ATA UNT DDLEBL%RY LL f f & WJ REAL`fY'INC. , 1 t ll A SIGNPLANNED �'';f I DECIDUOUS TREE DEVELOPMENT CONIFEROUS TREE AND PROPOSED Y/ la 11 room ; L' — I: f '; / r.; %f — I f rc EDGE OF WOODS/BRUSH PARKING ---� - • STOCKADE/CHAIN LINK FENCE �n ` f — i' IMPROVEMENTS I II �ar� II �... ��\ % cV i ii l" , ., 1/-t� l ;t j :.,: Y \ i ,. �- .. — - DRAINAGE SWALE/SROOK 11 1I •-T`~ / %/ /ii . A. \I \ CLASS II WETLANDS/BUFFER 68 NESTI DR. & / ,I — S �sr��-:w - -,I r \ //, r , Y �, iy its• .�• �' '' 178511795 SHELBURNE RD. I ---------------- S N \\ \ STREAM BUFFER 9 VERMONT -1,--iI...BARBARA PLAN 1'� `+•% '►%_/ L� I ,FLAG% INDEX ff a I \� ` , - ;• it , ,� . . _-i -aT -1. , r �-� / i \_.. / \ _ ~ ryL-�s---ST--- C1.0 OVERALL EXISTING CONDITIONS SITE PLAN rsT-sT BURL. SHELF I F — • — y Al \ ,,.s.se.� ' I �:. -' / / - '- _ `; ' , \ C2.0 OVERALL PROPOSED CONDITIONS SITE PLAN sTORAOE �1�d1 _ ' — ~;� ✓ ; ' ` - / : / - `' - C2.1 PROPOSED PARKING AND GRADING SITE PLAN r ,I 1.19' / , / \ \ r16'- - / / / �' C2.2 PROPOSED UTIUTY SITE PLAN ULC`\ , ' ✓ \',� w i� % • _ - i i , + ` C2.3 PROPOSED EROSION CONTROL SITE PLAN �l '� • .\ '_ -. -- --_u I \ \ I/ ; x %• .• 1j / / / , i C2.4 PROPOSED LIGHTING SITE PLAN - / 1` II{(�,,; • t. / Jj�, _r_C3.0 RETAINING WALL PROFILE PLAN _ �' / 1 _.. . i•. ...., .-.��.:..r '. •� �' /: ! Iy / \��ap — C4.0 SITE DETAILS PLAN -_-_- j - '' .---- ""�'�" r - --,� I I / /A �/ / •� 2 C4.1 EROSIONS CONTROL DETAILS PLAN , -- .. , ,,,� _ - ;;,�,.�.. _ � �:. R /. � � - • � � 1_1.0 PROPOSED LANDSCAPING PLAN `'• ^ ' ' P1 0 PROPERTY BOUNDARY ADJUSTMENTS PLAN STATE CHAMP CAR TE ,. ,Ky,.�f l bF GENERAL NOS CARE WEST INC. J �'�a •' \• , iI ( i ` Jr'VERMONT / 1}' / .j I /� �' -)•ems \` ,� •t• ,; �_ t .✓� I I �, ry I ,� / /1 r'- 1� ` . �/ ,/ // 1. Utilities shown do not purport to constitute or 8. The Contractor shall submit shop drawingq %, LOCATION MAP '' j, ' -1 /,i represent all utilities located upon or adjacent to all Items and materials Incorporated into the/1�/ f. 200p, the surveyed premises. Existing utility locations work. Work shall not begin on any Item untira�o� are approximate only. The Contractor shall field drawing approval is granted. (/�` `• i -.9 I r• %� %j I ;/'%''%',i�,'/', {/ I a * i r �� 1/ I �I / _. /�� / verify all utility conflicts. All discrepancies shall be V reported to the Engineer. The Contractor shall 9. In addition to the requirements set In these aiYlmeN PECOR • L ••.l; • , 'M //!; I contact Dig Safe (888-344-7233) prior to any plane and specifications, the Contractor shall AUTO `\ -1 `�✓�t / /% %�j G / J.W.J. ;n I - I; _ 1 -�. I construction. complete the work in accordance with all erml h , IVLs9-t, *Q®O� i' - REALT a \""� i �,W.l �! i ! conditions and any local Public Works ondords. J INC. REA)_fY /r •i r T\ 2. All existing utilities not Incorporated Into the INS 111 `•, , -�. /r, '/ final design shall be removed or abandoned as 10. The tolerance for finish grades for Indicated on the Ions or directed b the Engineer. pavement, walkways and lawn areas ahal �� P Y 9 P Ya (1 y�N 3. The Contractor shall maintain as -built plans feet. 0 Mj /� // r/ 'r / (with ties) for all underground utilities. Those 11. Any dewatering necessary for the completion of / , / plans shall be submitted to the Owner at the the sitework shall be considered as part of the 1 lF f'r 1 completion of the project. responsibility. hall be the Contractor's !�r�' 4 The Contractor shall repair/restore all disturbed contract s __ _ - -e - �' - - result of the construction s o direct or indirect OVERALL _____ - .,, � rl-,q,�-F � areas (on or off the site) a 12. Existing pavement and tree stumps to be _ -_'—__ -- � . -- J .�-" ' � • -_ . � i r ; � -v 1 removed shall be disposed of at an approved -- �"-' _ - `<-J \,.*`- 4--"- f- r • — 1 I �i� 1 'rr,/-1 off -site location. All pavement cuts shall be made -s- , _ice --_ _ - , -_ _ •1---- __ — +:-.. - ` ,... l ' EXISTING 5. All grassed areas shall be maintained until full with a pavement saw. •� — - ^-- s ���� - i , . 'l`' +� --�"1- -- - " - vegetation fa established. - — --'s- �- }.f _ -�- _ Qi ,��' / ,% �- •-' 13. If there ore any conflicts or inconsistencies it !QT _ -�_ 2 6. Maintain all trees outside of construction limits. with the lane or specifications, the Contractor S z86— _ -- 1_ CONDITION \` — ,,,_' ' „ ---�-- "y shall contact the Engineer for verification before _ _w_ `..'. , "°'D ;'I - L -"s-- --+ _ _ _ ._ 7. The Contractor shall be responsible far all work work continues an the Item In question. SITE PLAN I -. b� s--- necessary for complete and operable facilities and utilities. 14. This plan —w�. �„- yL L Plat ofIntendedSur„eyto bes used as one. See sheet P1 for the of o boundary survey and is not GRAPHIC E 15. The proposed Iandscpaing plan, sheet L1.0. JAN., 2006 _ - - DY11WG NVI®�t EVERGREEN i - - Q �t� — -u• GRAP SCALE a ,m sm INVESTMENTS' I was produced by Mike Lawrence Associates. CHAMP CAR m • m B�,j 001 LIMITED I CARE CENTER INC. ! j' ,� - - 1 - 50' C 1 • O HOWARD ` i COVE MARINA \ 1 INNS Lt IN — PsaD �LARK- NO. 1 1 inch - 50 rt. e 06105 r ' _ a _ ,-� .,,>-- T .a_ r s-1:.�- s_r x:z"..-s: z'�z. s�twx�.s�'::'r'r-s <,•; ", ` �- �`'`r-�<Y.. - - -- � _ "+•.: � _ _ j•: , / d \ .• ;i,/ //,.,/:'/: '.',ir. /. ///„ "'e.. 1'�` y ►IDweraw,. y tD . ` \ \ � � , � . .. ' �,/v,; ,,��, ., /; i.; /%; ; i•- sue..-� ` � L - r �. .;;�� I f :} �i%%'i�'i�i��i �/%/ ��'' '/' .. I :»-......_ , I I •dam f .r+% %'�/ / 7 / •- % ui�ronNi ' 1 +; J J . , e:.. r / DEIENTIljN' l z= r ^ M >< z a � >^�\ ,, , � l:u� /i,, ;/i':;'%;'iii: /i, /i / ;';'i��,;i i, � ,+ .. I I � : t• ',i ��.-�_,•' l - r..l.:=_.,,;�. ti,,;,',i','/,'i;/i/i/„ -Jr... s /•:Ivi' i / ",'�' • 1/� ., i/ ,OFF \ •\ + ! / � iii/: ram'/� o ti'jl /' Ewsnr)DPOND -NjWO TFERED ;\ i i ` TO BE x EW EMOVEDi ' //%,r'.=.,•,. t +) PRF,CAS7 CONCRETE I \; i i°', % /,-,� r RE{�IINIMO WALL - `i . > ` , I J 1. •�' I �, . ; -s y \ "" �`,. +�„, ?y� •is � cif j t \ \ ` b, { III � ,./ i • �// ,i, r /, ,. , •, ,' '- < _ : ; T ' •� �. +4 ; ��"3 -�� , \ l sr �• r f - I `J I • \I \1 ' }—` S � -sT-- rr� �, 1 / I ` � ' �/ ✓_ \t - r i •Ii J --- --- _ __,,, � __ _._ ____ Aura sw w \ $>�' �, AIA01/,! I r j J,F /'" /� Y�� •••_. _. , S ',�"� •mow ,. / I _ ,_ _ ,_.--•• /{ � � NEW ENS�RlIA'CE / -/ 1( lg 6R - ---- ` 7 „a. K - # t1'ti GENERAL NOTES � / \ �, 1 ♦ ^ ..r /� 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations �'�" 1 •�� I ? i ';��'' ': / '\ I "r',/ /�. �, -"�'' ,I /� are approximate only. The Contractor shall field verify all utility conflicts All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any \ -- .� „t , ✓' `L�r�l '; `{„ /i�,' r /� n �I construction. /T�' \- I�'`,`• \ '''�//% ' '6%' ',% .....[.`m I I ,M, 1 il.:l"" l 2. All existing utilities not incorporated Into the a , I l� final design shall be removed or abandoned as , i r r Indicated on the plans or directed by the Engineer. ^ .... \l \\51, \ I : ✓ � I I / -` I I \` III � t j �irij 1 1� `\ //f ` r/' , h //r y �O J 3. The Contractor shall maintain as -built plans `It t\ ,` • - ` �I �i / l.- / 'ti T 4� •,. L/�'•`/�� /r� (with ties) for all underground utilities. Those NN 1 \� � I I I,,,,,,,/,;, �� I \ / \ i r /; ,/ I ;; plans shall be submitted to the Owner of the L, /% ' I��' I completion of the project. y �/. \\ \ .-...F.`�.`_/- _�!i,If //%•, ._/`] ,•, ,' \\. °' I' \\\\`III r : ::�i j' 4. The Contractor shall repair/restore all disturbed , ! T. .._.._._-- direct Indirect • s a rec or / riri __ _� _ _ �,.--._ .. . , M, ' • � � J '� �- - \\� j\ � r I result of the construction. a i r,. 5. All grassed areas shall be maintained until full - '� lbs..=--s-_ -s_.. ���" '.,..." --_ -..... /, rim • '1-- j�..l_ _ vegetation is established. 4. ""-- 2862 _- -- 6. Maintain all trees outside of construction limits. w RT. 7 - aURLOURNE ROAD If -e--•- — - } "�'--• -.i� __s__- 7. The Contractor shall be responsible for all work - r �=a--'a._ necessary for complete and operable facilities and utilities. •L — —w� / . GRAPHIC SCALE eo �- i FEET h ) I1 c= 50 3t. -LEGEND _ EXISTING CONTOUR 336 PROPOSED CONTOUR - - APPROXIMATE PROPERTY LINE — — - — — APPROXIMATE SETBACK/BUFFER — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE — --OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — T TELEPHONE LINE — — G GAS LINE — —ST STORM DRAINAGE LINE QS SEWER MANHOLE ® STORM MANHOLE HYDRANT ® SHUT-OFF 'n. POWER POLE ® CATCH BASIN a- LIGHT POLE -r SIGN ?w t DECIDUOUS TREE CONIFEROUS TREE • vrn'v v v EDGE OF WOODS/BRUSH STOCKADE/CHAIN LINK FENCE f - - DRAINAGE SWALE/BROOK — — CLASS II WETLANDS/BUFFER ----- ------ STREAM BUFFER RECEIVED OCT 2 9 2007 City of So. Burlington B. The Contractor shall submit shop drawings or all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing approval is granted. 9. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit P conditions and any local Public Works Standards. 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 11. Any dewotering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractor's responsibility. 12. Existing pavement and tree stumps to be removed shall be disposed of at an approved off site location. All pavement cuts shall be made with a pavement saw. 13. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 14. This plan is not a boundary survey and is not Intended to be used as one. See sheet P1 for the Plat of Survey. 15. The proposed landscpaing plan, sheet 1-1.0, was produced by Mike Lawrence Associates. SITE ENGINEER: P G CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX485 SHELBURNE, VT 05482 W2-985-2323 FAX: 80 05-2271 web: www.pe9M.aom DR," JSO UDEMD SAV IPPRDVED SAV OWNER CATAMOUNT/ MIDDLEBURY LLC JWJ REALTY INC. PROJECT: PLANNED UNIT DEVELOPMENT AND PROPOSED PARKING IMPROVEMENTS 68 NESTI DR. & 178511795 SHELBURNE RD. SO. BURLINGTON VERMONT LOCATION MAP 1' = Z000 I Den I MCEED I REMON I OVERALL PROPOSED CONDITIONS SITE PLAN DAn DRANING NUMBER JAN., 2006 1"=50' C2.0 PROD. NO. 06105 CATAMOUNT /i///4'ifiDDLZBURY U&� ------------- 77jZ- -0 _b 4— — DETENTION POND -41 -41 J _j r NEW TWO TIERED PRE -CAST- - CONCRETE RETAINING WALLb /j;i ,X,%/(SEE SECTIONS AND PROFILES'-_ p jONSHEETS C3.08 C4.0) - - - - - - - - - - SITE ENGINEER: CIVIL ENGINEERING ASSOCIATES, INC. P.O.BOX485 SHELBURNE, VT 05482 12:A J 0 SAV SAV OWNER: CATAMOUNT/ MIDDLEBURY LLC JWJ REALTY INC. PROJECT: PLANNED UNIT DEVELOPMENT AND PROPOSED PARKING IMPROVEMENTS 68 NESTI DR. & 178511795 SHELBURNE RD. SO. BURLINGTON VERMONT '7 > k 1. L 51 12 If LOCATION MAP 2000 - - - - - - - - - - - .. ....... ........ RMSION ",140 mwm 'M DISLPAYADL)ITION CEIVED OCT 2 9 20037 4 City Of SO, Burlington PROPOSED L J �`\\,'GPARKING AND GRADING SITE PLAN /0 DATZ DUlUNG \41, I l /j , l % lid I�c' / i ' \ - - , ICHAMP GRAPHIC SCALE JAN., 2006 1"= 30' IN FEET FRMWOM% C2.1 . ..... 1, jA I inch 30 M NO. 06105 {d SITE ENGINEER: " ..._ -. ^ ' �%/; %�/ /, '%/ !, , // --- —`` --�� �� "�•� ` ..... •. `n .�. to n a � = ... �... - -x_ r - , , .. W , CIVIL ENGINEERING ASSOCIATES. INC. ,// . ': :,,'//' /,': - ..._ x,'• ,r• \ - '"AM--F...r P.O. BOX 485 SHELBUANE, VT 05082 .,it ���\ �� { 802-08&= FA W2-M-2271 web: www.cee-N.00m : W _ _ TO� OF `=_ SAV BANK .'� W w2wv>m _.... .... . dot SAV _ .... - �Is I"" .. 4'X4'PRECAST M NT ,. \� OUTLETSTRUCTURE� ATA OU / MIDDLEBURY LLC /........ I 71 —.�'�... ..._..__.. Ilk . I \ •i r ,r _-- _— CX f __ _.. 1 '� ':., __. JREALTY INC. -X,%' XX , j/C ,%%. r 4 ;% %'%''_ , ATAMOUNT� %!/ i i% - .'/ - t r/ i\�s. \. , x SPILLWAY • , , , /; // ;' •MIDDLEBUR ; , , ; ; , ;/; // ; ; _ / _...yi...._ '. EEbEra1. - ;, oNSHE ETex•d. _- q , DEVELOP J � PLANNED UNIT MENT / _ ;;; ;; ,, ,, , _ AN PROPOSED ', _ / / /,/,// , / I _ ... ........ \iPJ, l - � �LARt;D END Si TKNO / �// / i � 1 � \ / / I D PARKING NEW CB\� WI,STbNE DiSPESIQN PaO/ I � � RIM=i IN (EX 5% z135.. / IMPROVEMENTS /L _ I' INV. IN (1Y S1-133.1 INV. IN 18" SE) 133.1' / 3-+ ^, _ J I � j � ( � / ' " l fib NESTI DR & INV. OUT (18%- 33.d / �, NEwo EWTWO TIEREDPRE-C4ST f /�,�/�'/ 1 /'V 85/Y795SHELBURNER I r / 1.Y CONCRETE RETAINING WALL ( 1 � ...... ENO NEWCUR� G FLAfi E ENOSE T10N , / / O BURLINGTO 'i :'i'/i /i ,, NV. IN (1s)i134. __ EECNSANDPROFILES 1� i INV 4' 132. (` / / ' ' •�`� i'.'.. � AT CATCH BAST : ;.;.; SA100THCUTIX r INu-.ouT(1s)-1 a ol4srrEElsc3:daG.o I \' ��' / i/ ` VERMONT PAVEMENT PRIOR $ �- ) // � s� \ % �;; %;%;� i; ;% ii'%�� is �f' ;�;%'% seoEralP.). ` �S> SHEET G.O. ......_ ..... ��_.� - __ - _ -- � - \ '.1 ��'Pf .. �'-- / ,v,.r •,-'/Jr�:-.; / ^ / , � .., _� ..rl / // , /I / _.. �, - — / / , , / \ ; _l ... _gip M� 40 , ,'- .% ^! /,., `,. ' - �;/�•- r .....�... NEW CB #3 I H1 MOVE E%IS LING W t�/ NEW STORM LINE NEW CS f7 RIM=15a5' 'CATCH BASIN AND l fi ,.,-. (MATCH EX INV. AND RlM=141,5 INV IN:(15)=141.I \ "" "F 1 ✓/ _ ._ ,. -'' I 0 REMOVE IX. LINE) 1w.. IN (16k)-134.7 INV. OUT (15%=11'44.0' STORM LINES /! 4 , R ?; .' ,JNV. QUT (24) 132.7 INV. 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O DISTURBANCE (TYP) TOPSOILED, SEEDED AND MULCHED (D sl— H INS C) c R C Q IS COMP E YEGE TJOI 66 6? SESL rAJL N SHEET4.1. r-- t I - - -.- "" I �l / LOCATION MAP CD 1" 2000 CD 0, ....... ..... . . . ...... . . ....... .. ..... . .. r L6 R It PRIOR STR RECEIVE R Lr) m: (0 NOTE: SEE EROSION (WVTQL9 2� J7 9 If PROPOSED (.0 L DETAILS ON SHEET C4. 1. CD CD EROSION V� So. Budington S�� City of T PSOII Boa, STABILIZED CONTROL "LlZLHUL SITE PLAN GO UCPON. TIL, PERM IENT AN VMEAj rAlF IS II 4N I ':MAf 0 AVyy 'APPROX LIMITS OF Q�l, GRAPHIC SCALE JAN., 2006 C) DiSTURTCE (TYP.) 0 Lim- X, ( IN F-EE 1 30' C2.3 PRN. NO. It :5%rr 1 h= 3 + 06105 ---------- _. 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CATAMOUNT/ / 5 \ I M/DDLEBRY LLC ',' r'ii, I .......... i t p U ' 1 JWJ REALTY INC CATAMOUNT/ ...... /'.r /MIDDLEBURY / PROJECT: 1 \ .._......... \ Ji r J• �'' /i .._.....,�, i;r,%;%�%'rrii i %ii ii i;: i/ ;i •i/%;' , //r/ / ' .. .....__ I ---...._ I 1 � � ,.�.,•/. i PLANNED UNIT DEVELOPMENT /rr jar -I AND PROPOSED _ r /rri ,r;......... %rirr,!!'; ;!% � (/ / ; � , 1 ! PARKING , IMPROVEMENTS r/ I \ / ' 68 NESTI DR. & -------J I ._,........L..._., ...- D _ _.... I. sr ..r77� ' / r /' -� 7785/1795SHELBURNER I'1 r , ,rrr;/,/,i'':/ ;%:% :%% :rj : i :! ':ri, % -- ......(. _ _.. _... I I ° \'�� J.i'� i ' ,/ i •.\ �� _. _. _. SO. 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Burlington SITE ENGINEER: r r rl CIVIL ENGINEERING ASSOCIATES. IMC, P.O. BOX 485 SHELBURNE, V! 05482 D02-NB 2323 FAX 802-885- 71 we0: www.cee-A— L9M10@! ® II00! - A11 00DT8 �m DEAN JSO cesc® SAV �mm SAV OWNER: CATAMOUNT/ MIDDLEB9URY LLC (.X JWJ REALTY INC. PROJECT: PLANNED UNIT DEVELOPMENT AND PROPOSED PARKING IMPROVEMENTS 68 NESTI DR. & 178511795 SHELBURNE RD. SO. BURLINGTON VERMONT LOCATION MAP DATE I CDNCD6D D MON RETAINING WALL PROFILE PLAN DATt DNAM0 NDDDB JAN., 2006 D� 1"=20' C3.0 mi NO. 06105 HIGH STRENGTH — NON -SHRINK GROUT CONCRETE CURB LEBARON LF248 24' x 24' C.I. GRATE w/3 FLANGED FRAME 2 - 4' 0 HOLES FRONT 1/4" 0 ROD 4 (OR APPROVED EQUAL) SIDE OF STRUCTURE O 6' O.C. SEE SECTION SET FRAME ON FOR ELEVATIONS Y��N• FULL MORTAR BED SPACE HOLES EVENLY BITUMINOUS CONC. 1 4" r a 12 1Y PAVEMENT (1/4-/FT. 12' 0 - { YI j / •El \ SLOPE MIN.)i 12" r tv 1 MAX. 2" x 2" z 1/4" ANGLE BT�ONE FI PRECAST CONCRETE . 24 z 24 ADJUST TO GRADE WITH � T-PRECAST CONIC. RISERS PRECAST C BASE SEAL ./HYDRAULIC CEMENT MORTAR, OR CAST -IN -PLACE FLEXIBLE MH SLEEVES ANCHOR BOLTS &-� TEMPLATE BY UGHTI WATERTIGHT JOINT USING 1' POLE SUPPLIER MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NON SHRINK GROUT) 18" BOLT OR CADWELD—\ GROUND WIRE SUMP TO POLE 6' MIN. CRUSHED GRAVEL FINISH GRADE 3"-� • :., . ° • PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). TYPICAL CATCH BASIN O CURB N.T.S 3 1/2" BITUMINOUS CONCRETE PAVEMENT: 1' MIN. 1 1/2- TYPE III FINISH COURSE 2" TYPE II BASE COURSE SEE PLANS �p •FOREWARD THROW 150x21" SQUARE ALUMINIUM FIXTURE w/ 250. MH LAMP, MUTED SILVER FINISH •SPAULDING SET-25OM-FT w/ PHOTOELECTRIC CONTROL AND CUTOFF SHIELD (OR APPROVED EQUAL) — NON -TAPERED SQUARE ALUMINIUM POLE MUTED SILVER FINISH HAND HOLE w/COVER SURFACE N 7 3/4" CONDUIT FOR SCH 80 PVC FROM /6 BARE COPPER POLE TO POLE w/ r GROUND WIRE SEPARATE GROUND (4) /5 VERTICAL WIRE 3/4" x 10' COPPER IL�I GALVANIZED STEEL TO WELD GROUND ROD ' 'g• PVC CONDUIT CONNECTOR BOND TO CONDUIT, /3 TIES O 12" O.C. BASE & POLE POLE LIGHT DETAIL 3 N.T.S. 6=CRUSHED12' 4" TOPSOIL —J COMPACTED SUBGRADE— _ STABILIZATION FABRIC MIRAFl 6" 50OX OR APPROVED EQUAL TYPICAL ROADWAY SECTION w/CURB N.T.S. SEE SHEET C7.0 FINISH GRADE FOR GUARD RAIL (SEE SITE PUN) CONNECTION DETAIL— EX. BIT. PAVEMENT (BOTH SIDES) . L-TBD Yw 18"x46"x24" ARCHITECTURAL k PRE -CAST BLOCKS .MIRAGRID 5%T L-T8D m� MIRAGRID 5XT L-TIRO LENGTH OF MIRAGRID TIE BACK TO BE DETERMINED BY THE \ RET. WALL MANUFACTURER FINISH GRADE `SELECT BACKFILL (CLEAN SAND OR AND GRAVEL ,.- 8 ..,.., .� t� _SAND FILL) 3'-0' CRUSHED STONE 4" SOR 35 PVC PERF. WITH CRUSHED LEVELING SUBBASE STONE WRAPPED IN FABRIC ALONG ENTIRE LENGTH OF WALL w/ OUTLET DRAINS O 100' O.C. OR TIED TO CATCH BASINS TYPICAL BLOCK RETAINING WALL NITS a ANTI -VORTEX TRASH RACK SHOP FABRICATED AND SET ON COVER, ASPHALT COATED PLAN 1/a' Q CORRUGATED GALV. METAL 134.0 12' PRECAST COVER w/24" 0 12" OPENING CENTERED PRECAST CONCRETE W/MONOLITHIC BASE 13 WATERTIGHT JOINT USING 1" MIN. WIDTH FLEXIBLE GASKET 2-4'OH EACH LEVEL 30.0 . 3' 0" MIN. 128.5 2 ,1 TYPE I J 1 STONE FILL EXISTING GRADE 127.0 12" 0 HDPE 186.5 18' SUMP SEAL ./HYDRAULIC CEMENT 6" MIN. CRUSHED GRAVEL MORTAR, OR CAST -IN -PLACE FLEXIBLE MH SLEEVES * PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). SECTION TYPICAL RISER DETAIL N.T.S. —ALL JOINTS SHALL BE THOROUGHLY CLEANED AND COATED WITH EMULSIFIED ASPHALT PRIOR TO PAVING MATCH EX. PAVEMENT MIN. (MIN. 1 1/2" TYPE III 2" TYPE II) NEW BIT,. GONG. PAVEMENT EXIST SUBBASE, MATCH EX. SUBBASE EIOTH SIDE$ (18" MIN. GRAVEL) D + 2' TRENCH SEE TYPICAL EXCAVATION MIN. TRENCH DETAIL NOTES: 1. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE- WAY TRAMC AT ALL TIMES DURING WORK WITHIN THE R.O.W. 2 MMNTENANCE AND PROTECTION OF TRAFFIC DURING WORK WITHIN THE HIGHWAY R.O.W. SHALL BE PRONDED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES THE CONTRACTOR SHALL NOT WORK WITHIN THE R.O.W. WITHOUT APPROPRIATE CONSTRUCTION SIGNING IN PLACE 3, ALL BACKrILL SHALL BE MADE IN SIX (8") LIFTS AND COMPACTED TO NOT LESS THAN 95% MAXIMUM DRY DENSITY ACCORDING TO ASIIA D69d 4. REPLACE EXISTING ROAD STRIPING AS NECESSARY. REPLACEMENT OF EXIST. PAVEMENT NTS TOP COURSE BITUMINOUS CONCRETE PAVEMENT 1/2" R. 6" BASE COURSE BITUMINOUS CONCRETE PAVEMENT 7• �1/4' R. WIZ FINE CRUSHED GRAVEL COARSE , CRUSHED GRAVEL, 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2' SPONGE RUBBER OR CORK). CURB DETAIL N.T.S. I EMERGENCY SPILLWAY N.T.S. 4 D MIN. N ,2'-0', _1. ....I _- f ^� �r� CEMENT RUBBLE MASONRY HEADWALL N.T.S. MATCH DITCH CULVERT & END SECTION SECTION MIN' A —A TYPE II STONE FILL 1 8' A L TYPE II STONE a FILL o THICKNESS) CULVERT END SECTION A STABILIZATION FABRIC CONTINUE STONE MIRAFl 50OX OR FIL�EQUIRED APPROVED EQUAL END SECTION DETAIL C CEO N.T.S. Cj? 9 SITE ENGINEER: 0 CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE, VT 05482 a02-0862020 FAX: B02-w5- 1 woo: www.cea-N.can mTmeom O was - A1J. coen xRmvw on" JSo SAV APPRova SAV OWNER CATAMOUNT/ MIDDLEBURY LLC JWJ REALTY INC. PROJECT: PLANNED UNIT DEVELOPMENT AND PROPOSED PARKING IMPROVEMENTS 68 NESTI DR. & 178511795 SHELBURNE RD. SO. BURLINGTON VERMONT LOCATION MAP RRWSION 1• - 2000 TOPSOIL RAKE UNPAVED PAVED C� ?00� SEED & MULCH NOTES: Of 1. Typical trench for water, sewer, and drainage dlbe.e 2. Compaction backfill bedding be of and shall a 0�9 0° °°° ° °°°°°•�O o°`o�. minimum of 90% (95% under roadway surfaces) �0 0 of maximum dry density determined in the standard proctor test rAS1M D698). APPROVED BACKFILL ¢ o: THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen 0 0 IN 8' LIFTS subgrade. o U > 2" OF RIGID INSULATION 4. Approved backfill shall not contain ant atones �i INSTALLED WHEREVER MI COVER CANNOT MINIMUM more than 6" in largest dimension. 2 maximum diameter within 2' of the outside of the pipe, SITE DETAILS BE MAINTAINED &ALSO or any frozen, or organic material. D 2' APPROVED BY THE ENGINEER in io 5. Trenches sholl be completely dewotered prior to PLAN PIPE placing of pipe bedding material and kept dewotered during installation of pipe and backfill. 6' 6. The sides of trenches 4' or more in depth entered < THOROUGHLY COMPACTED by personnel shall be sheeted or sloped to the BEDDING MATERIAL angle of repose as defined by O.S.H.A. standards. 6' 7. Bedding material for wastewater lines Shall consist „ .. of crushed stone or gravel with maximum size of 3/4". UNDISTURBED SOIL OR ROCK For water lines bedding material shall be sand. Submit a sample to the Engineer for approval. UTZ ,)AN„ 2006 DRAMc Norma TYPICAL TRENCH DETAIL 11"" -_ 60' C4.0 N.T.S. PM No. 06105 EROSION CONTROL REQUIREMENTS PART i - GENERAL 1.01 SUINARY A TW .ark wdw this wctim Indudw but I. not It, I1W to Proddny d, lobes, pulpmwt and malwide Iw Ns h.ldIIUm of all r I,W sit, rMald wwlm owlyd 1.02 GENERAL NOTES A TM d1 Afro of -No-1 lade .II. f- th. -)- Ill. b'r .IWL NI d.dlvgW1 wtw non dwolwhq apwolM. M1a ebMorye heo I lw'wvy WWhw,lotlon bosh. B- Cnbaal..hat tlw W re'm.Ne for hI, l ,rod htahkp dl robe ontra m.warw wN WI),ot 1. cwnplslW. C Cmt,oelw Ma des IFnll tW .a dIK1rnWlw nd wWhg ,Wto lM dates to Wl• May 1M and Octobw 15b. If .a dW,w acwN. lolw thn OCtd,r 15U rod prior to May l.t _t. NON. control _.- .11 b. n.o ' Cntractor Mdt -.t NM th. E,*- hr addllmd of. sP.ollb .haw I -I- owbd mwwrw. 0. NI otodwll mttw (topWL bwrw. It,) .11 how .It Mc. ewMructW arotne M. pMmelw. s..d and cop .twdwnW matwld st eam a. ostld. to pr.wnl Ia wfbn ma tedknnloUm off pM. Locale .t.apllw m Bit uphM Ma, of the ditu rla. If PIIIN.. Ndny whdy omMIb IA sto pIW1 motwW Mdl W co.WrW v .al.W o ,lottly to pr.uwt .YOU .robot E. 9aPw peaty Mm 1:3 Mdl haw N tm awbol n.Uhg h.lo- tI MAN.- Ih. Mop. and r iW wWlm p.fn'w w Mot tl. Install n.tlhq Ow 1— Will Port. ve h ombocl •IM the 11and mu1M. Ph f t"g k •it, .. Maples S - to w..I NI b.nehg .0 to w,rlac. F. InMa elms ohla door. h grow-IMW srd.. W Iwo m entr to prevWnt Ml own . Mlnq Into Th. mmoge .;stem during mn.buctlm. store Mal W ramovW .nor vp.latM I. _W,_W. G. Cmtrd Wft tgh ON, ka epitim of oddum -Wid. w .air. M outsethouWp11oo1M of me pound II III— abwlde Wp,v. y Wd of . W awe vw Mwld III MdwW to,br IWA -L Th. wort wmbr of pplk .otM. Ina amwnl of a.t contrdlw Ma W b...d upw fiMd rod -V N Iwdtbn. It Mwl b..Pread h w,M mr•1r WW by wM d Mm al -Nordtld Wtbn b of,.. ow 9,1 nth ant m MkA It b W- Pkead. PART 2 - PRODUCTS Z. EROSION CONTROL NETTING A A,t. n.11hg u Moll canwt of d lop and w AW W, .o w kAto 1 unliwm a.n plop wow morn. Z02 EROSION CONTROL MATTING A ;Afro _.1,Wd w M. pl.. v M. dr W1 by ue Enyh.., W. owbd bwkets (mottlnyy) MM W«M N A I.- Gr.n C125 for papa and SCA nn Map. .tMlhollm, w Ipprowd Cud. 203 FILTER FABRIC A Wtn Efw Iabrlc Y _". It Mal _door to th. naYrriw4 of MraR 1KNS v opprowd equlwlrAl. 204 CALCIUM CILORIM A Col Wu d,lvid...' __ to IOU rp --f. a1 AASHTO M 144. Elthw rpulw Aak. odd., W,IWk., TW. 1 w -W "Oto, III., v I— grwav .dclum d,lwld. Tyo 2. may W .IOU. 204 WATER A A .atw u..d Md1 b. d.n and fir- of hwmld ono bf of ... WIL odd. aYdb. NgW. Wgwb mott. and olhr Wb.lmow hpdm, to tW fl,MW Pro 'L picot II. or B,I wtoblMmwl of ..g..UW. PART 3 - EXECUTION 102 SILT F ACES A 1W Ill I -ow Moll b..__W h allwemw MM M. canIt-ollm N 11, Tn. fwo Ma gn.My W PIaIW 10 N., M1an If. iw of th. Mao w w Mow n Ne pin. 111I wN of IN. fins Ma W p1 'W upnM to form a hWr Mlw Moe to trop a N. W. T11I at f.10I. Ma bIh'ctW prcdly for . v WWd If sWYnnfi. A eamagWbdMosow Ma meW _kw r n0_ SWdmenl a I .K. MM W _W hen NW I— f they Wild' and W plmW h n arty .hra th. I. nI darer of fu.ulr erlMm. 103 RESTORATION A A. wan .iNItM can 1. plelW h a yylon It Md1 b. lawo.ed, ..WW. f.11bW nd muIMW arw ea .NdflW hit,. Prmnnl S_oog swtM. IN (RAS'rUNEO DITCHES A AN M. Mal m rwl I—— Ma b. lopes L -INA. hI 10 z - mulched My vw Mkh Mop tlg^. If r Ma N, r..IW.d hlroWbttly and mahi W wti prm t vlwlatbn b _t_MW. 105 MAINTENANCE A NI roam fobs mwurw MWil b. h.pwtW r.Mdy aW reokW 1 nd/W rNWoW W. nIINd. 8. NI raMm owt1d mwwrw Ndl b. hWc oft. PrIW. of heavy rdn. G Tn..Id1111aW rood wlrmf Mdl W t' d.wW MU oWltimd It. Mold the w1Mhq ITnI b.cvn. dogg o •Kt, .ed 1. D. Hay v Mra• much d b Nb}to .hd adloo. U.- moy rear. mMwhq a. Bn -thr cW4HI. _t. ]01 WINTEIE COfISIINCRON A MhYnb. dMurboiw Wlnw„ Oald,w arch May B. NI .vim oonbd ms,rw Ma W h platy prior W M. pond nwzhg. C. W Ma W _ItNI to IN dIt.- or- of a rot. of " Prone. W 1,000 puan flea. Th. Cnbacly Mwl -.to. a row. hap an mWMW unto I-— wq.totMn fn b. p IWM.d. TEMPORARY SEEDING PART 1 - GENERAL I.D SUMMARY A S.Itlw hate_ WIMv, m_I,W and pubmb ownP.plM. ill ..edhq rpurW W NovW. Iwrwvary prolwlbn pohM .hd w wow GENOrwM. 1.02 GENERAL TES A AdW... IIW b:: uw of WITTY I.W, and lvp.tatm Iogmib'Wu_nto .Mbw a goW 'to of PART 2 - PRODUCTS 2.01 GENERAL A At o mhNnurrV ill pod,cl. Mdl cowl tW 1-1-t. of the Pwmmwl Swdlrg S lo,. PART 3 - EXECUTION 101 SEEDING CONDITIONS A A -.olio padlog rod ill t. W,Wy sWMurw, .,an w dwsim. dam. dtM_ and draw n.WW to Prevent ;flying and U- WIlaUm, Mould W cow WW PeW to sIWIn. 102 SELIG AND SEEDING A Seed and -Ing ramW tty oy IwWW1 how the lade bMw. The Wwtbn .11 W toed n III ih1l a yer the w.dny 1. to W made Nod 01I Mgtf of time the wgMlUm b to off. M. prolwlim. TI,I seed Maur be er••d _H y w Wn aq Alr 111111,9. th. sal Ihodd W FYrn.d by ,of" v p_.% Wfwe r011,q or 0." b Mat fools, the seed Mould W oowrW II00y by rdNq, d.khq, v "gkq EL Plant SMwtbn and SSWI V R.l_ Pr 1000 Spades P. Awe Sp Ft R-Wlo, Mnud 40 Its. 1 1. Grow Q.I.Y. tut Is of Rtegrap Mort Nrot1W. Uw rhos 'p.wncw ors II,P=' SW Ildy W_g nd/w When MW,It 15 aW S.ptnA 1S Cow teed 1. 0, cow. un 0.25 hch of sae Pwwnl WIb. 0.7 IOW Good ow MM b Inpw Ryepow IWKhg Nan Hood rrgrow. $IOU bstren Apra 1 aW Juns 1 and/w Mtrew MquM 15 - S.plwAbw 1S MUMhg .11 ab. WWhq I•_~ tW po.hg Swd to a deft, 104 MULCHING or apprm .Wy.51.. w Wt" K N "WO. -1w to &nom,-It. brtl(Ww w1a wed ht. m.W WA Me ..Weil ono .fold IN, muMW to FlalHofi germhaM. I. MAINTENANCE A If u. WlrV WI, to pot, It may need to W re- w1WbMW to praN WWe .a.kn aanbal. R If . WN Deown. O wa.wn. they mar need to W canbl.W by PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A Swum hd.d- 1. Fu-Ithhg ill labor, malrldl, Ind pulpmwl to plats Ill llwdhg Iwk I. Mow m the W-Ings wd Wp N%d nreh. 2. Eafpt M- oNwllw Morn v'edfNd, th. Cnbxlor Mdl seed ill owe Mw. Her oanlan W. Morn n M. drl.hgs and ill WWI rho IINthg ground sow h.. bees dhturl»d by th. Cnboot«. opwtlan. 1.02 SUBMITTALS A ProMN the fdiming hr'pow pbr to "I~y to th. W"' 1. Suppllr'I CrtHlo t' of Canpllmo allwthy Nat IYnk f.IMzw Ind wW cowl the repo Ylmntl eWcift.d. 2. LCntrootn MMd oll p.l r,rtlwt.tM t.W11 Pilot for tut g nd opprol, WANE- wmpl_ to I publll ImmMm who agwcy twting obwalwy, how twthg r,pot wnt directly to th. Lndt opt A W RWt nd Pay oll Mot. Twling Mall r'wl m m.d,mlol and ol, ricol (pH Wolub. Wilt) mdyrl. R'Wl Moll W ubnittW at Iwlt nI mmth before my lma h,g I. to W dn. 1.03 SEEDING SEASONS A S•Z`' Itt- ftlW lMpu�l md Z. 1 5 odd 0ota0.r 15. WI. prmlttW. Swdhq MITI not W ins dung Ihdy I.ahw W Mw 1W pond b f-,M.. M,Nly wt. r w oMllw u WWA. If -Ing 1. dm. Wort,' July or MWt. addltlnd mulch mllriol moy I. 1W WW! by th. Engbwr. PART 2 - PRODUCTS 2.01 UME A. Lk,. Mall b. stndwd, yy nd dot -It. ft If— ogrkulwrawwgqkk+rrod. cwtlhhp o mbknum of 95% of oold- WwmmminYnum DOX Mdl . 100% Mal pow:. 10mmw, Moll pow the 1DO mesh yes, Ns 20 mesh Mor; hknum 40 2.02 FERTIUZER A Fwtdl.w .0 W awnmrcld pads Wnuly fwtllzw. Ziodize M.I b. aalwW to the -).th den, I W W ontalnen MM b.or o Idw1 Tully de W1bIng the ontwt. the d,.mkd wdyw, of _Id, nulrtn4 th. flrlliz. W.I. M. net Wlk, NI Mond nd th. n nd Iatrwl .1 ths mu fmlurN. ThI rertYlxr nd Iopa. MMI oonlwm 1 0 III .A.Ung Stole and FWNd rpulltlonI, and MWI mot MI etondorN .I Ifs A.wd.lbn of Omol Agrlallurd awn NIT. 2.03 GRASS SEED A. P,,Ad, nosh, don, nor-v' -W!of UIa ga VWl.. p'.rlln. and minlmum es of puritpwontagy, g.rminalln and m 14, m p-t.g. of rod Weed I. fallow: 1. Pat, _W Mdl normally b, u. d n loom cow . ThIs Weed ml.tur. Moll conform to th. fill-Ing lob.. Ml You M.. Kind of SIW PuritGrmhatlon UN,/AWI Cr-ping RW Fw wi nx 40 Pww.I Ry.p1_ WX 90% 50 Knlu&y Bluprap 97X W5X 25 RWIe 95X W01E S TOT& - 120 2. Slops _Ol Mall narmdly W u.W for oil sops earl, blnYY 11 w .e.'r we Moll omrwm to u, loling tobl. Mhlrnum Mill um Khd of Sled Purply GNmin.Ub ltt/Ave G.'hq RW Fw NX M% 35 PN RyWpa_ aWX g0X 30 RWIo 95X WOX 5 NIB. Cow 97X 90X 5 BMNfool Tr.bl Sax WOX 5 TOTAL - WO B. The wW mlMun Ma W dMIwW1 h Her, oleo, IIdW clnllhr. loll. and oonlwts Mal Ilnfo- to III St.,. and FWwd n Iotlon. Sled Mall W w,b)..t to Ma t_Utg poMMw. of th. Alloobtlan of Offkld SaW A tl Wl. C. Sled that ho berom. wt. mddA w WIN.Iw damaged rI1 2.04 MULCH A Mild, mot W hst111W m ill wWW cow. The IdloNnq mold,_ W.._'toW for - I- HOLY mold, nw I tool. rod saw matlw IT I of. of i10 punN pro 1,000 . Iwo. 2. ybod f - apWN1 h 1 curry (1/6' w Imgr) It I rots of 40 panty pro 1.000 puW I fwt 2.05 WATER A NI wow ul.d MM bs MtIhW1 ham IrIM1 wtr saros and Mal II kw how k pHws MNnkll and other tonic ub.tan harmful to plmt 11h, No .MN IfM b Wod:.nl W pwmlttWI It my tYnl. Tha Cmtrmlor Mall Wwtlfy to NW Englnw ON IW, of wtr It IwWt lw IeMv prbr to us Th. Engines, at hb flush-. moy folk. WNnp1w of uI wtr It the wu w hen NI tmk of my tin, and how I labwatwy awl th, swndw for chemkol rod a&,. eanlnl ThI Cwtrmtor Mdl not u_ ny wtr ham my ears MI h b di-Pl wfl by M. En&_ fdlo.hg ad, t_t. 2.001 HERBICIDES A A pra-emrgwo hwblcW. MAIM (tlpl-s ). Mal b. ePIIW to the MIMW tops.n If -Ing 1. to Ica, pray to Jun. 1. This type of hWl IOU effectlw Iglhet gNmh.tbg Iwdt - It kills NI Omts WIwI they anrge to Th. 4 .,r/Ica. Mor. YnportnUY, It flow not htrfr..IM M. 9. 1"Ul of sod Iwsm pow_ ad, w Kwtud�y Bluepl_ and C-25 Hard Fete. B. Appllootbn: Controotw Mdl uw tWV. art M hmdMg. 9duron. ly knave w •tup.rswi . Mall I. WPIi.d at the mnu/mfurw4 rwwnmwdW rot.. 2-07 FINAL FERTILIZER A 'Uramlti or 'Nitrofwm' . W.Ia g 38X MtTogw In o Mow rMw_ form. PART 3 - EXECUTION 3.01 PREPARATION A EXImhI MIM w,rfoew nd pod_. 0, not start seeding .ark untl unwthfmt-y c.ndlllm. or. -WtW. Perform IN Whq ..Ilk mly oftw plmtk g and otht, IOH, Iffwthg pa.d w,nme ha. bees Iwnpl.tW. S. N.11fy Lmd. IoI, Arahlt_t of left won (7) rW11,g doy. ptor to tWrthg s.Whq. C. Prepare ants Immldblaly prior to "W[mg Is Follow, 1. Corso Ia of seed orw. to a T,k*n m d'th of V. 2. If— elm_ .w 1' h my dlomalw and slicks, rml. ruWM and Wabneou. mallr. 1 It— mWhg words and grotty by pu111ng or tilling orde {. Gods roe to s to a .moth, bw Maw drahhp sew ..IM I a ode, mop III cast_ pasture. 5. Rrnow IWIP and BI dIt =III. w raauked to drab. 6. R_lan peorW orwW If rWW v dblurbed pkr to Illding. 3.02 SEEDING CONDITIONS A Seeding shill not bI dons Mw the ground Is frozw, wow I . umy. or h my our a _tl.footmy _ditlw for plmtha No WIWhg opwotlme Mal W conducted undw od- I-ttw condlOb . v Mn son mdstun-dltim. wflwrabe (too w1 or too dry) w who winds _Weed 5 YPH. B. Can.trudbn meNods Md1 III Now-LOWMml o IpwWmloolly oocptabfi Ind IwMbla and Ml h ore approval by M. Engher. Th. Cmlracto, Moll keep all s,Ipmwt nd Miwllr and pW_lHm bofRc off orws that haw bon ewdW to prewnl wc._Iw olmpmUm, and damage to ng plmts. Who such cwnpa,UM hue IcuamW, the n I, dor Mal rorwk th. wl to mlka 1 wH.W..eed bW: thn r.t..d and mold, ad, arty. with th. fun wnount. of th, WWIfl.a matW1ds, of no _lo tro slow_ to the Owr. C. Sud- and swage war M-Id W OrohW or dlw W! from th. Mt. to'toot drowhg w W. knlhg of th. pint. D. All owe wd parts of WTIN Itich fop to Mow I a.fo stwd of Drop for my re..m M .o.Ar Mdl I r..WWW, and uch orw. and port. of orwt MITI W -Wail r'wtedy unfl III Ww m owW IRA a wlllfnlory gro.N of pas E. N.l.hg b omtbwsd o necspvy MNnnt ter _tWW"` rot and -1 . F. Mtrs rprow h_ bees plmtW1 for lrnpwory raebn -troll nd hf not ben Mh11n.eW pdw to M. oamplell.n f the I,^ ad, woos Mal W ebwa of 1-t 3 End,_ d-p nth W to prm.nwt W.- to pr.wnl it,. rypro_ dswWmwt of the �nwt ccanwreuflw rIN na rMmdinq 3.02 SEEDING A LIED. nd firinlzr MOW b. oppIIW prior to or of th. Gne of .eeding nd hoor, tW ht. Ns w1. Khd. and .cunt. of 11,,.ou n. and Mllzr Mld W W,bWNd n waotM of _11tpt. Wtw I to two W not awldM. th. follohg mhYnum wnw.tl Mould W opol A 1, Copla,l.t wIYnwtm. 2 tm. per ow. w 100 III. per l feet. Nltrpn (N), W ON, plI v w 1.1 1. pr 1,000 puan Iwo. Phosphate (P205). 100 l.. pIr Dore w 2.2 Lb. pw 1,ODO _W. /wl. Pooch (KW), 100 IN, pr ors or 2.2 lb. pr 1,000 paws fwl. (Note: W. b th. pulwwt of 500 1. per son of TO- 20 n frllbw v 1,000 1. pr Iw 5-10-10). B. S.W Mould W speW uniformly by Ns meMW most WK-Im.t. for Tn. R. wthodI hd.N buWolthg and hydraelWhg f loll...: 1. BroWIWN"nq: So .I.d uNhg ma ?,-I d'r. of I h of 4 Ib./1,000 Cum. f_t Oleblut. sad IY w IIrI ww by eo.ing Cud Wlwtity h to. drwtZ. of Ilghl nglw to sod, otit- Rake s.W rtly hto top 1/8' of twwl, roll Ilghtly and wtw a f,ll spay. 2, Hy*opdnW MI. Wp IAW pod, frtllze nil pulwlze mold, h wow, u.hg emIPM_t-Ifto.liy dwlpmW fw by koewd eplkatlon. Cmtk," ml.hg unll unlfwmly bwdW hto homaq.nos Murry .,Mato for hymAlk ap Alcotim. Apply Murry uniformly to ill pore to b. WWW. Rat. of Wplimtbn as r "ol to MIIh W-11W wW so.ing rat. 3.03 MULCHING A Mold, m.tWida Mall W ere d uniformly by hmd w month. of a rat. of III SO lb. boll- P. 1,000 WIN— f_t B. Orgmk NIL M.Wt g - St'.. w hay mulch mu.t W md,wW YnrrlWbtaly aft_ erwdhg to plwnt Iind Wwhg. 3.04 MAINTENANCE A T,, m htwarros prod Moll begin knmedlTMy Iftw IWldhg a Mdl omtrw..nll scup— B. NI mild,_ mutt W b'.clW pwbdlcdly, h port I- .ftN oh.ta to Mwdk for rli r-Ion. Wtr. -I- I. Meerved, oNllMa W. Mall I. oppINNI N.t Mould W FW- W oftr roln.lwms for dlW-tim Ir f.Run. If WM1wt, w broMaq. ooar, rohsloll not os n.es ry aftIr rIpoWq damage to th. Mop. Inesctbnt Mould lol,. plop .III grolew w. Mmly ptMIMW. Grow- Mdl not W -IIdrW _tMIiMW untl I ground sow 1. od,bwd .hkh 1. molure wogh to .anbol sa ro.lm nil to ur sew. -0,w condltIm. Wh_ mulch Mused In conp-it n .fth omamwla pimtl ga Inspect -lodNooly thrughut th. y.or to Nt-In. if could, b mohtahhq swage of M. Ion wda r'.b I. neWW. C. Swdhg Orw. Moll IN ColwlW and m.ht.T.W by wtrhg. r-III morh% .'Wing, rdllp, Ineect w dII-W -1,W1 mwors n-frtnlxhg and relh of M-t. MId, W. necessry. C. Th. Cmbntw Mdl m hllh III I -I map u t. full g. wlatbn b wt'WIWW. D. Tt, Cmbootor Mdl dw keep III s Wkd orate bw from Meal. and NMI. och w It— wbs bdip Ike and h. Moll coo. It nb ow fopwdl Mopes 4:1 or Im (W.ltw) and I.w WH Ntowl.: (WWW) h th. � Iwhg __ 1. Whw pap Iwd,_ a htlghl of 4-6', mw to I Wight of 3'. 2. At Iw.l tw whinge Mall b. maN prior to Md -I-- E. F...hq mo.hg, all pro Int W WOng pap orws (mo.W and unmo.W) Mdl reoM a unlfarm opplkatM I/ Mow IMw_ fwlllzw hydl-Ioolly plo.ed of the role of to Po_N per 100 Coto fpL 3,05 ACCEPTANCE A I.Iptdkn to cl t-in. Iccetmo of Iasda l .ref .11 W mods by Ns Lmdsoaps AmhltwL upn Controol«..Httw 1. �ProNds notiflcotkn of IwN lw (10) rorkhq Nye IIIWI r Imtcl hesotbn Nt. B. SIWW Drew III W oepptobb Iro Wd all Instdl.Un ma mlhtnmo rWWlirrnnls haw bow oompllW .it), and a h"thy uniform low Is wtIWMW. C. Upm IIIlptmq th. Owr .11 team. mahlwnc. IN WARRANTY A NI seeded moos r11 W IwrmlW fv a pNIW of tr !w mmth, ham Nl. of Ow«s looWta Shwld my W W1WI r.. tag W mahtaln full wget.tlm. WIW rows .11 W /uroIMW u,tl thll'ecmnlin 1. .ohlewd It of th. Cmtroctor. FILTER FABRIC TO BE POST MIRAFI 10OX OR APPROVED EOIU& POST SPAaNc 36' MIN 2}a 2} N000 2.5 METAL POST td •�� a a WDDo 1d 24' MIN. FILTER F.0 70 BE CUPPED, BACKF➢ I m AND TAMPED W' BELOW OR STEEL OR WOOD STAKES SEE CHART AT RIGHT 1. NSTNL IlI1f1 FlnrOfFNQ. OR APPf1Pfa E.M. OR A aCfAIIID - 1 TO CO�N1U 1i15rp L AT TOLv a R ¢1106 ON1Lr OR N'PRoliClfofo aDPLs OIEATFD wwNC Cfs11NCTM, xIT eE SMILv pEr1ECRO ON aE FINAL PIAIH aP1E 11C df of, ENE iFN2 IMP NIO NNE tLOPE. IWYID.E BBIIIEIfi MARL To XAIf TE IEIMIT OF 1ME iENCE aAT ipNG43 Ala ro OEA.T.N.AMOxn starts Nc m auaO. 1 IN. 1WO DOTM6 OF fL1FA O1D1N IDJON EACH DTEA TAY M1AIL IC owAypPm IT, r. iDlDEO AN. SrAPMa. SILT FENCE DETAIL N.T.S. 41�' OSTS AND 2. STAPLE THE WIRE ATE A 4'XB' MESH FENCING TO ANGLE 10'H, SET POST - POSTS. UPSLOPE SLOPE. FENCING STABIUTY SELF CLEAWIRE MIN. - 3. ATTACH FILTER FABRIC 4. BACKFlLL AND M THE WIRE FENCING COMPACT TRENCH. FLUE AND EXTEND IT TO FABRIC THE TRENCH. COIPAC LL SILT FENCE CONSTRUC'nON DETAIL N.T.S. MINIMUM 1'. ROCK PLACED AROUND WIRE SCREEN M NEEDED PLAN METAL STAKE PLACED MOUND CATCH BASIN CATCH BASIN WIRE SCREEN / 0.5' OPENINGS THAT IS SECURED TO METAL STAKES. ATTACH TO WIRE SCREEN, FILTER FABRIC. MIRM 14ONS OR APPROVED EQUAL WIRE SOP M If/ 0.5' OPENINGS THAT 6 SECURED TO METAL STAKES ATTACK TO WIRE SCREEN. FILTER FABRIC. MIRM 14ONS OR APPROVED EQUAL MINIMUM 1'0 ROCK PLACED AROUND WIRE SCREEN t7tOUN0 PUCE g' MIN. FABRIC TO BE COVER WITH ROCK CATCH BASIN INLET PROTECTION (WITH METAL STAKES) N.T.S. TEMPORARY SEEDING h MULCH OR NETTING SILT FENCE OR 'r r,M•. �i 4R INSTALLED ON . • {/z!S...r >Z{ l DOWNGRAID ENT TEMPORARY STOCKPILE DETAIL N.T.S. RECEIVED OCT 2 9 219,I City Of Sot Burfjnoto,, SITE ENGINEER: f �F CIVIL ENGINEERING ASSOCIATES. INC, P.O. BOX485 SHELBURNE, Vr 05482 W02-0B62323 FAX: SW W6n71 .Wt: -Room aPY■aTR Q _ae - MA ■- forum DRAWN JSO CBEC® SAV APPXDY® SAV OWNER CATAMOUNT/ MIDDLEB9URY LLC (.X JWJ REALTY INC. PROJECT: PLANNED UNIT DEVELOPMENT AND PROPOSED PARKING IMPROVEMENTS 68 NESTI DR. & 178511795 SHELBURNE RD. SO. BURLINGTON VERMONT LOCATION MAP 1' = 2000 RXYIBION EROSION CONTROL DETAILS PLAN DATE I DRAWING NUYBXR JAN., 2006 I 1"=60' C4.1 PROD. NO. 06105 53 PATV G" topsoil bed mulched with 2" deep / hardwood bark / PLANT SCHEDULE c N w - Ncw awn 5 PATF New Pavement Existing Pavement / 3 Ti J Pavement New Lawn S Tn o New Pave I u Existing Pavement ' I J 6TITo s I II II � I I I II— t I I I 1 II f r, I I �I Shchimme Road - Route 7 I I 1'-lb I " Laq'dsca New Pavement Ex;sting Pavement 1 )e Plan KEY QU SCIENTIFIC NAME COMMON NAME SIZE & SPEC. GIBM 2 GINKO BILOBA'MAGYAR' MAGYAR GINKO 2 - 2.5 IN., B&B PATF 30 PARTHENOCISSUS TRICUSPIDATA'FENWAY PARK' FENWAY PARK BOSTON IVY 2 GAL. POTS PAN 53 PARTHENOCISSUSTRICUSPIDATA'VEITCHI' VEITCHII BOSTON IVY 2 GAL. POTS TITO 10 TILIA TOMENTOSA'STERLING' STERLING SILVER LINDEN 2 - 2.5 IN., B&B TREE & VINE PLANTING SPECIFICATIONS 1. SCIENTFHC AND COMMON NAMES USED N THE PLANT LIST GENERALLY CONFORM 12. PLACE TDPSgL MIX N PIT AND COMPACT. 04N HOLE IS NEARLY FILLED TO AIEi ICAN ASSOCIATION OF NURSERIES' 'STANDARDIZED PLANT NAMES'. WATER THOROUGLY. FILL REMAINDER OF HOLE BULD 4 N. SAUCER EDGE BEYOND EXCAVATION. WATER THOROUGLY AGAIN. 2J PROVIDE PLANTS TYPICAL OF THEN SPECIES AND VARIETY; WITH NORMAL, DENSELY DEVELOPED BRANCHES AND VIGOROUS, FIBROUS ROOT SYSTEM. I& DRIVE HARDWOOD STAKES V BEYOND EXCAVATION, TIE ARBORTE STAKING MATERIAL TO STAKES AND MAP OVER TOP OF ROOT BALL. PATH ONE 3. PROVIDE ONLY SOUND. HEALTHY, VIGOROUS PLANTS, FREE FROM DEFECTS, TWIST AROUND TREE TRUNK. DISFIGURING. KNOTS SUNSCAD INJURIES, FROST CRACKS. ABRASIONS TO THE IC MULCH TREES AND PLANTING BEDS WITHIN 48 HOURS OF PLANTING BARK. CROOKED LEADERS OR DISEASES. 4. PROVIDE ONLY FRESHLY DUG PLANTS 15. SATURATE INSTALLED PLANTS WITH WATER DURING MANTID ACE PERIOD AS OFTEN AS NECESSARY TO INSURE PROPER SOIL MOISTURE. 6 DO NOT PRUNE PLANTS BEFORE DELIVERY. 16. PRUNE TREES AS NECESSARY TO REMOVE DEAD OR INJURED TWIGS AND BRANCHES. a ALL RANTS SHALL BE LARGER THAN THE MINIMUM SIZE SPECIFIED. BOR OF THE MAKE CUTS JUST OUTSIDE OF BRANCH COLLAR PLANTS SHALL BE N THE UPPER HALF OF THE RANGE SPECIFIED. 17. MAINTAIN NEW PLANTING AND CONTINUE UNTIL. ACCEPTANCE MANTENAMM INCLUCES. 7. PLANT SUBSTITUTIONS WALL BE PERMITTED F AUTHORIZED BY THE MINING. WATERING, W EDNC MULCNM/G, RESETTING TO FINISH GRADE MD VERTICAL LANDSCAPE ARCHITECT. POSITION, RESTORING PLANT SAUCERS. Q STAKE PLANT LOCATIONS AS SHOWN ON DRAWINGS. BEFORE PLANTING. I& NOTIFY THE LANDSCAPE ARCHITECT TO INSPECT THE WORK FOR SUBSTANTIAL STAKINGLOCATIONS ARE SUBJECT TO THE APPROVAL OF LANDSCAPE ARCHITECT. COMPLETION. WHEN INSPECTION IS APPROVED, THE OWNERS REPRESENTATIVE WILL CONFIRM WITH WRITTEN ACCEPTANCE 9. ALL WORK TO BE IN ACCORDANCE WITH AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS FOR MATERIALS, IN AND MAINTENANCE 19. THE CONTRACTOR IS RESPONSIBLE TO GUARNTEE ALL PLANT MATERIAL TO BE IN HEALTHY AND FLOURISHING FOR A PERIOD OF TWD YEARS FROM THE DATE OF 10. DIG HOLES AT A DEPTH TO SET TOP OF ROOT FLARE EVEN WITH WRITTEN ACCEPTANCE FINISH GRADE AND TWICE THE DIAMETER OF THE ROOT BALL 20. FALEO OR UNSATISFACTORYPLANTS TO BE REPLACED AT NO COST TO THE OWNER 11. SET PLANTS GENTLY N PIT 90 TRUNKS ARE STRAIGHT. 21. REPLACEMENTS SHALL CLOSELY MATCH ADJACENT PLANTS OF THE SAVE SPECIES. ARBORTIE GREEN FLAT WOVEN POLYPROPYLENE STAKING MATERIAL - 3/4 IN. WIDE, 900 LB. BREAK STRENGTH 2 FASTEN ARBORTE TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING (4)2-X2- X2-L HARDWOOD STAKES DR (MIN. In FIRMLY INTO GRADE PRIOR TO BACIffY1NG UNDISTURBED SOIL BACKFIL WITH SOIL MIX — 'I{ CONSISTING OF TWO PARTS 1 EXCAVATED SOIL AND ONE PART BURLINGTON NTERVALE COMPOST. WWAATER AND TAMP TO REMOVE TREE PLANTING DETAIL nts 4' SAUCER r BARK MULCT FINISHED GRADE, 6' TRIM DECIDUOUS TREES TO PROVIDE 6 FT CLEARANCE ISmP:7Wr.;d WI lat'l -3 GATOR BAG (1/TLEE) 3' MULCH - DO NOT APPLY m MOUND APPLY AROUND TRUNK FORM 4' SAUCER CUT AND BACK WIRE. BEND PEEL BURLAP TOP 1/3 OF ROOTBALL BREAK APART EDGE OF EXCAVATION W/SHOVEL VitE TOP OF ROOT BALL LEVEL WITH ' FINISH GRADE VINE PLANTING DETAIL nts BAGKFIL WITH SOIL MAX CONSISTING OF TWO PARTS EXCAVATED SOIL AND ONE PART BURLINGTON INTERVALE COMPOST. WATER AND TAMP TO REMOVE AR POCKETS. 8 N 0 - REFERENCED MAPS or PLANS - - EA4 ANT NOTES - SITE ENGINEER: A. "PROPERTY OF FASSETT'S BAKERY INC", LAST REVISED MAY 1986, PREPARED BY 1. THE CATAMOUNT/ MIDDLEBURY, LLC PROPERTY IS BENEFITTED BY (, FITZPATRICK-LLEWELLYN INCORPORATED. MAP SLIDE 190, SOUTH BURLINGTON LAND RECORDS. CERTAIN RIGHTS IN AND TO A 40-FOOT-WIDE RIGHT-OF-WAY OVER THE PRIVATE ROADWAY KNOWN AS "NESTI DRIVE". THIS RIGHT-OF-WAY IS (OR B. "PLAT OF SURVEY OF LANDS OF ALBERT J. & RITA J. REYES - #1691 & #1693 SHELBURNE ROAD", LAST MAY BE) SUBJECT TO TERMS AND CONDITIONS AS SET FORTH IN SEVERAL REVISED MARCH 3, 1999, PREPARED BY A.W. HARRIS. MAP SLIDE 337, SOUTH BURLINGTON LAND DOCUMENTS RECORDED IN VOLUME 50 PAGE 334 (1957)., VOLUME 143 PAGE RECORDS. 478 (1978), VOLUME 186 PAGE 518 (1983), AND VOLUME 218 PAGE 308 (1986). CIYIL ENGMPIEERMNG ASSOCIATES, INC. C "PROPERTY SURVEY -QUEEN CITY MOTORS INC." DATED APRIL 7, 1970, PREPARED BY G.G. HARLOW. P.O. BOX 485 SHELBURNE, VT 05482 2. NO RECORD OF EASEMENT WAS FOUND FOR GAS SERVICE LINE OR FORCE aoz-Bas-zszs FAxBog-Bes2zTt : aeo: w.rw.cea-K.can MAP SLIDE 95, SOUTH BURLINGTON LAND RECORDS. MAIN SEWER SERVING 68 NESTI DRIVE. CRS- .83 $BTH roevWaar ®aaov - w. amen asanvao D. R.O.W. PLAN -PROJECT F-EGC-019-4(19), DATED 9/12/1995, PREPARED BY VERMONT AGENCY OF 3. SUBJECT PROPERTIES ARE BENEFITTED BY AND SUBJECT TO VCNOTE 3 TRANSPORTATION. STORMWATER RUN-OFF AGREEMENT. VOL, 259 PG. 39. DMWN E. "LOCATION PLANS OF THE RUTLAND RAILROAD - VOLUME 1", CIRCA 1845-1893. STATE OF VERMONT TRC PUBLIC RECORDS DIVISION. c�cN� RF R.sw. iso 1 — —-— —-— — — — — — ——.—.—.®._ —. — —- —-— —-— —-— E— — — — EAs% ' vLro EASE —j APPaovm TRC Ts. N14'42'36"E vNaN,az warK RAIUIOAD R.aw. OWNER: N89'02'52"E 3B.35'"plF. YAc `1 5¢ INIIE w 92.04' (TI, U—) STATE of VERMONT -LEASED TO VERMONT RAILWAY Corp. P L. N1211'15'E 22J.51- RR N10'S9'S5"E 994.40' _ rxE R.o.w. rrna — _ (ne LMe% Bet"e.n Mo"w) [ — _.. E _.. E - Cl EIYJf TRANSYBSIW IaE E E E .. ... �- RR9,4'y� _ _ _ _ Vol. 299 Pg. 105 —.�--- CATAMOUNT/ 4L RR �E _ MIDDLEBURY LLC i and w — w w — Lsa E—:.T I/ JWJ REALTY LLC •[LED EAg— _- — BURLINGTON z SELF STORAGE, LLP Vol. 552 Pg. 758 16110'rawm//////%// oa Ro uwomnm \ ,,1,,1 1I I R ba l9•f' a w. ae ro T. - 1 N8622'23"1 im msudr 34.00 NOE2 5°4'S7-'48�aL[Edr w PnRE1Yr. 1 231.19' ------------ RErAn1Ww wuE :\•A 1 -- '1klODE �O�TL'wP � m n w. +n ro. +w (+crq � 0 9; _ �- -- SURVEY NOTES - w f� 1. PURPOSE OF THIS PLAT IS SY-�f A.) TO RETRACE AND DOCUMENT THE EXISTING BOUNDARIES OF O LANDS CONVEYED TO CATAMOUNT/MIDDLEBURY LLC BY DEED R'' ED W/ e LPucEo wA// OF CHARLES FREIHOFER BAKING COMPANY, INC, DATED '\ 0 4° ( - AUGUST 17, 2005, RECORDED IN VOLUME 724 PAGE 683, SOUTH N. 1P BURLINGTON LAND RECORDS, AND TO JWJ REALTY, INC. BY TWO 5`�p50� DEEDS OF RICHARD KNIGHT, CATAMOUNTIMIDDLEBURY, LLC r RECORDED IN VOLUME 372 PAGE 68 AND VOLUME 372 PAGE 470, SOUTH BURLINGTON LAND RECORDS. Vol. 724 Pg. 683 . �— a ns B.) TO DEPICT A PROPOSED BOUNDARY ADJUSTMENT BETWEEN JWJ REALTY PARCELS AND CATAMOUNT/MIDDLEBURY PARCEL. EXISTING OVERALL LOT = t 12.19 Ac. N \ '+ PROPOSED "LOT 1" = t 11.37 AC. `. f m 2. PORTIONS OF JWJ REALTY'S LOTS 2AND 3 HAVE BEEN //�%/ PROPOSED "LOT 2" = t 0.82 Ac. p .o s• N`->• "1eo+ CONVEYED TO THE STATE OF VERMONT FOR THE WIDENING OF .T \ SHELBURNE STREET (aWa U.S. ROUTE 7) AS DESCRIBED IN VOLUME 482 PAGE 309 AND VOLUME 482 PAGE 310, SOUTH PROPOSED IC BURLINGTON LAND RECORDS, AND DEPICTED ON REFERENCE MAP "D". 0 y �� "LOT 1" t11.37 AC. 1 $R0�- / T 1 3. SURVEY WAS CONDUCTED DURING APRIL 2007. UTILIZING AN ELECTRONIC TOTAL STATION INSTRUMENT AND RTK GPS. \ R� eG:c b BEARINGS SHOWN ARE FROM GRID NORTH, VERMONT COORDINATE SYSTEM OF 1983, CALCULATED FROM GPS OBSERVATIONS ON OR ADJOINING THE SITE. L-35.76' . -_ i R-20.00 A / �, i /x/�. wtq 4. CORNERS MARKERS SHOWN ASSET' ARE TYPICALLY f' ,�„N' N48 '36'E /R5 �- 2-� 31.iD ,L6j0g6� ,16�9 / a £ a MARKED BY 5/8" DIAMETER REINFORCING ROD WITH ALUMINUM CAPS EMBOSSED"CIVIL ENGINEERING ASSOCS.-VT LS 59T, TYPICALLY SET FLUSH WITH EXISTING GRADE. / ,--I' S 4%IF 1aa \ 5. CORNERS MARKERS LABELLED "VTRANS" ARE TYPICALLY MARKED BY 5/8" DIAMETER REINFORCING ROD WITH "VTRANS" IRS PROPOSED SAD \ "cT. u• ALUMINUM CAPS, TYPICALLY SET FLUSH WITH EXISTING GRADE. s`R FRo n:• Rc m ___ ���IIaaa11XInnnR1 _-- - "LOT 2" / SFEEASFNOITIIOIE - t0.82 Ac, =1-- s ,.t I N o o �' —y srn.T N 6. RAILROAD BOUNDARY SHOWN IS BASED UPON REFERENCE MAP "E" (CIRCA 1893) AND STONE RAILROAD MONUMEMENTS a+ N--- yy(// 04' 4'S4"W �� . ri 291,91 (P S 1 FOUND. THIS BOUNDARY VARIES SOMEWHAT FROM PREVIOUS RECENT SURVEYS BY OTHERS. - £ 04'S5'1 "W��... ____ _ II o ____ 200 0 __ __ STATE of VERMONT 1 N G ----------- -----"----- ; Vol. 180 Pg. 517RECEIVE 1 I I — -- -- THE SHELBURNE i 1 /j�//, u' '////%///; ' JWJ �� J J REALTY W NC Vol. a7z Pg. 470 I� �i 1 OCT 2 9 1 '' b /i/ i% REALTY, INC��u "LOT ®O� PARTNERSHIP, i// PARTNERSHIP, LP % / CHAMP CA4 CARE °i"P Vol. 211 Pg. 414 \'; C �, /CAR (WEST) INC. 'WASH! Vol. 278 Pg. 42�� w iN iN r//%///// Vol. 37z Pg. asa f / // "LOT 2" /FaEEDOM' �NIS. 1 ' � (� j -1 Fa prc a1LE'i8Fwn"T.'n w"BrAha "xwr°"r E� bx Kano nns w (vmrNs`> — -- j� r �I'J QI �O• B u�I nQtQn "LOT 1" / / i ��/ I ( (, soa•aYa9"w _.. — — - LEGEND - 299.2nR) IRON RP£ FWND IPF/)RFO l /R� • n 'i _____ / I ._ 1 -, „__I N(14i47�2f.,1 RRSF 0 RAILROAD SPIKE FND. IN PA 1£MENT 1 , --------- eo+ n CMF ❑ 4" CONCRETEON MUMENT FOND `--- - / IRS 0 IRON ROD TO BE SET (vmAxs) v.9M�Y xOh 2 0 UNMARKED ANGLE PONT Np ' (v�iw"we) 44T... ---- Unlm POLE / TRANSMISSION P0_E ROAD 9l --- U.S. • S . ROUTE 7 AC ABOW SIMICTWND "SHELBURNE OMER T BOUNDARY 17 ('9 [J — O1NER PROPERTY LINE (APPROX) F\J 11 EASEMENT ar RIGHT-DF-WAY •—•—•—• CHAIN LINK FENCE ••—• WRE FENCE LINE E E — OVERHEAD ELEC7RC LINE(S) L _ PROPOSED POWER TRANSMISSION LINE —w w — WANER TRANSMISSION LINE —C 0 — GAS SERNCE (APPROX. ONLY) —FY RM— FORCEMAIN (APPROX ONLY) — TO ALLEN ROAD TO BARTLETT BAY ROAD — PROJECT: NESTI DRIVE PLANNED UNIT DEVELOPMENT 68 NESTI DRIVE & 1785-1795 SHELBURNE ROAD SOUTH BURLINGTON VERMONT LOCATION MAP NOT to SCALE Ri MON PROPERTY BOUNDARY ADJUSTMENTS 1x. TO THE BEST OF MY KNOWLEDGE & BELIEF THIS PLAT PROPERLY DEPICTS THE RESULTS OF A SURVEY CONDUCTED UNDER MY DIRECT SUPERVISION AS DESCRIBED IN NOTES nAn aa"m+c Nmmae GRAPHIC SCALE ABE AND IS BASED ON OUR ANALYSIS OF PHYSICAL AND OCT. 23, 2007 RECORD EVIDENCE RECOVERED. BOUNDARIES SHOWN ARE !a SUBSTANTIALLY IN CONFORMANCE WITH THE RECORD UNLESS OTHERWISE SHOWN. THIS PLAT IS IN SUBSTANTIAL Bc"� COMPLIANCE WITH 27 VSA 1403. THIS STATEMENT VALID ONLY 1" = 60' P 1 ( 1H FEET) WHEN ACCOMPANIED BY MY ORIGINAL SEAL AND SIGNATURE. 1 Inch = 60 Et ti PROD. No. ?tl 06105 TIMOTHY R. COWAN VT LS No. 597 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 16, 2007 Peter Smiar Civil Engineering Associates, Inc. PO Box 482 Shelburne, VT 05482 Re: L.E. Farrell Dear Mr. Smiar: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday November 20, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, &tq0�,A"k Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 16, 2007 Tim Bourgeois L.E. Farrell Co. PO Box 4010 South Burlington, VT 05403 Re: L.E. Farrell Dear Mr. Bourgeois: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday November 20, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 October 31, 2007 L & C Farrell Partnership PO Box 4010 South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions. Sincerely, --�tq QG"V) Betsy McDonough Planning & Zoning Assistant Encl. f CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 31, 2007 Cobble Hill Holdings, Inc. PO Box 1001 Milton, VT 05468 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CIVIL sl IGAI IECURI G2 11 IC, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 October 29, 2007 Ray Belair, Administrative Officer City of South Burlington Department of Planning and Zoning 575 Dorset St. South Burlington, VT 05403 Re: Farrell/ Pepsi Site, 20 Karen Drive, South Burlington Site Plan Review Application and C.U.D. Application Ray, Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Please find enclosed an application for Site Plan Review and a Request for a Conditional Use, submitted on behalf of L.E. Farrell Company for the current Pepsi Bottling Plant, located at 20 Karen Drive in South Burlington. The attached applications are being submitted at this time because the operators of the facility wish to change the use of the facility from manufacturing (bottling) to distribution and warehousing. Additional improvements currently planned for the site include the addition of a single 12" x 12" overhead door on the northern side of the building, and new safety fencing surrounding the recently upgraded stormwater ponds. The attached site plan (sheet Cl) reflects the current conditions at the site, and shows three parking areas that have been expanded since the last site plan approval, which appears to have occurred in 1982. The owner has requested that these areas be included in the site plan review process in an effort to update the approved site plan for the facility. Feel free to contact me with questions or comments or if additional information is required, PA S, - 1_1� Peter Smiar Staff Engineer psmiarAcea-vt.com, (802) 985-2323 #319 Enclosures: Site Plan Review Application, Request for a Conditional Use, Application Fees Cc: Tim Bourgeois (w/ enclosures) CEA File 07222 (w/ enclosures) PAAWCADD Projects\2007\07222\Site Plan Review\SB Site Plan letter.doc Permit #CA- ol - 6 7 APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ( ) Appeal from decision of the Administrative Officer (includes appeals from Notice of Violation (&I Request for a conditional use GKk N (Ge 1 N Co N p (tj OMAL� S� ( ) Request for a variance ( ) Other PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY): WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone & fax #): L+ L tAKREL` - P°• Box 4oio So. 1V4w(*to'J,vr e 4c 2) LOCATION OF LAST RECORDED DEED (book & page #) Boak Ill 3) APPLICANT (name, mailing address, phone and fax #) TIA F (,.E. PAKR6LL Go, P.O. Box 9b� 56C)tti bSUO S pmoe: (tot) twi - 6000 x 131 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax # if different from above): itAk 900K(G6o►S . ?cps( PCrVI , MIA R, . LER . P.C. Bob `14S SKeLRv►Z►SC , VT aryYd 5) PROJECT STREET ADDRESS: _ )LO r-hkell D R.\Q C 6)TAXPARCELID#: OgSO - Ooo4.0G , ORSD - Dpoo$( ., M'p-Dpo[OL 7) PROJECT DESCRIPTION A. Existing Uses on Property (including description and size of each separate use): \ MhNuFq�t�fz��t� � 6�7T�t N61 B. Proposed Uses on Property (include description and size of each new use and existing uses to remain): ant k?-E HedIIAY fa PRoLESSjNb� 5To ZhG►V # i- DISTfUGUT1oN C. Total building square footage on property (proposed buildings & existing building to remain): a� tq. q0D j.F - qo tFlqu&es QR.o?oSE) — D. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): ADD& 46 4itI- = J�'* E. Number of residential Units (if applicable, new units & existing units to remain): ,,j ,{ F. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): # of t to Pi.oy Cej : Ckj6tk rob = 14 0 40 POSED = K-0 o FftLe BMPt,oYe=e5 : `l NoT To LHhPic E VEF{tU61cS = (03 NoT to (tiA9 G. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): MoeoseO usr LLATkom or- I)' Y Q3 01Jf°R►tah0 DootZ PQ ot-'T SIDE OF Wltlt.crtodse . PoliD rZMoNf1 8) LOT COVERAGE -j FAlzL s-t-S farm, A. Total parcel size: 0 310 3 `'f Sq. Ft. = 13 • T3 XG(C � B. Buildings: Existing q. ( % / '114, 160 Sq. Ft Proposed 9, l % / I g o 4 ov Sq. Ft. C. Overall impervious coverage (building, parking, outside storage, etc) Existing I S.3 % l 16* F, 3 SD Sq. Ft. PRe vi o v5c y Prp gh e6o Proposed 17, $ % l 11, Lf 6 40 o Sq. Ft. D. Total area to be disturbed during construction: D Sq. Ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES A. Building (including interior renovations): $ B. Landscaping $ ; 000 FrAF(A4 � C. Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC: g100 Foe 046iiZKRAD 90o;t A. Average daily traffic for entire property (in and out): E X ; 341 Pit*? = ioo B. A. M. Peak hour for entire property (in and out): 6x = S"a PROP = fc, C. P.M. Peak hour for entire property (in and out): E X = 61 PROP = (0 3 11) PEAK HOURS OF OPERATION Co aw► - 5- P w% 12) PEAK DAYS OF OPERATION M o )J, — r-K1, 13) ESTIMATED PROJECT COMPLETION DATE q /08 14) LIST ABUTTING PROPERTY OWNERS: (list names and address of all abutting property owners, including those across any street or right-of-way. You may use a separate sheet of paper if necessary): SCE hTTA (-F1FD I hereby certify that all the informs n requested as part of this application has been submitted and is accurate to the best my knowledge. Do not write below this line DATE OF SUBMISSION: l J REVIEW AUTHORITY: L,Development Review Board ❑ Director, Planning & Zoning I have reviewed this application and find it to be: 2'COMPLE� ❑ Incomplete i V of Plannir t I ld4 �/' 7 & Zoning or Designee date Permit Number S P- b � - 0 3 CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) L + C Fh F V E-Lt. - VkR TMUF-bMt? _ P.O. box tiblu Sc,. 1URLtgGTD01 VT 0"03 2) LOCATION OF LAST RECORDED DEED (Book and page #) B a e K I -1 1 P s d 1 3) APPLICANT (Name, mailing address, phone and fax #) T t N B o vR (3,. eo t 3 I L.E. FA r R et. L C 0. P.P. BaX 400, So. Sui?,006100, VT b"03 PKo NE: (fo)) f(a4- 0000 x t3t 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone &fax #): _ j t N govRGro tS , QE I EtZ S MthR (Autt. hSSoG. P.a • E0 SHn v JE- VT ayVA ?game: (Soa1 31`t 5) PROJECT STREET ADDRESS: A0 KhRc N p?-kVE SD. R)QL(u(sr�1J 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 01Sb ` 000 do (, , b gSo - 0000$' f; OgSo - 000lot- 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use AMJUTJkQ-u1 ttl(% (00TTL-tNw) b) Proposed Uses on property (include description and size of each new use and existing uses to remain) WAY-egyvy()JGA ?1ZQ6E55tM6%, STorth(xe, 4 bOrgiguntw c) Total building square footage on property (proposed buildings and existing buildings to remain) 414,10D S.F. - ► 0 why& gS TitopoSbi) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) OLD G fit: t G< k r '- 4' t e) Number of residential units (if applicable, new units and existing units to remain) N.& f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 1 OF EAPIoYCES Xt3TIM 6% =1'40 1 pK090$ED - 15-0 OF oFrl_e FMPL6 EES = 9, NOT to CKkN4E, "tk OF GdNI'W/ VEN►CLES = 103 IJo (,tJAKJW g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): P(Lo Qo5 ED WSTAGI. ATIOM 0 F 111 X I L OyE-;ILHeAP DooR. oa MOMfi SWE of WRI<.EH� S0914 Eem_lX1-IA bju-oN D A to -KM VATM P"Eps. 8) LOT COVERAGE Total Parcel Size: 1JOS-W403 q Sq. Ft. C3 PARCEL5, a) Building: Existing I, ( % / 14.100 sq. ft. PRe VtocSLY APP LO%X 0 Proposed Q�_% / C( l4100 sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) ,Fxist! g {$=3 %/ ISF, 350 sq. ft. pgE;v1ovS1-Y APARouED P sed I? % • / 1$4, qQb sq. ft. Wltf:ENT C.ouglLA6C c) Front yard (along each street) Ex isfirrg a. S % / 6 N ,14 0 sq. ft. P ae V t Ou S c y W RO VE P Pr ed 3 , %�q. 140 sq. ft. u,1tRt,,,1r CnuElzRbe d) Total area to be disturbed during construction (sq. ft.) 0 * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): b) Landscaping: $ g00o Fari(u(A $ 0% 100 FvR Over ►WF_ Y) po o R c) Other site improvements (please list with cost): LrnVL 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 6 x " 3L4 8 P ito P % %00 b) A.M. Peak hour for entire property (in and out): E X 3 5 c, PROP Z. $0 c) P.M. Peak hour for entire property (In and out): E Y, = 6 i ?Ito p = (93 11) PEAK HOURS OF OPERATION: G 2 12) PEAK DAYS OF OPERATION: MoV. -- t-XI. 13) ESTIMATED PROJECT COMPLETION DATE: 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 5,CE NTT-h(,Re1b 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 3 E I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Do not write below this line DATE OF SUBMISSION: l v REVIEW AUTHORITY: 2 p Develo ment Review Board ElAdministrative Officer I have reviewed this site plan application and find it to be: 1 Comp 4 rA EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. o Lot drawn to scale (20 feet scale if possible) o Survey data (distance and acreage) o Contours (existing and finished) o Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations o Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping o Existing and proposed curb cuts, pavement, walkways o Zoning boundaries o Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) o Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) o Location of septic tanks (if applicable) o Location of any easements o Lot coverage information: Building footprint, total lot, and front yard o North arrow o Name of person or firm preparing site plan and date o Exterior lighting details (cut sheets). All lights should be down casting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 26.253(b) of the zoning regulations o If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ❑ Site Plan $ 186* ❑ Amended Site Plan $ 186* ❑ Administrative Site Plan $ 86* * Includes $11.00 recording fee 5 L.E. Farrell Company/ Pepsi Cola Burlington 20 Karen Drive, So. Burlington List of Abutters Cobble Hill Holdings, Inc. P.O. Box 1001 Milton, VT 05468 SLW Associates, Inc. 80 Allen Rd. South Burlington, VT 05403 John Larkin, Inc. 410 Shelburne Rd. South Burlington, VT 05403 Ascension Lutheran Church 95 Allen Rd South Burlington, VT 05403 Ready Funeral Service, Inc. 261 Shelburne St. Burlington, VT 05401 Frank Irish 1132 Old Stage Rd. Westford, VT 05494 Jolly Associates SB Collins, Inc. P.O. Box 671 St. Albans, VT 05478 Robert M. Fuller RR#1 Box 2030 Bristol, VT 05443 Kalsang, GGT 1860 Shelburne Rd. South Burlington, VT 05403 Thomas &Dawn Edwards P.O. Box 847 Milton, VT 05468 Chalrimsak Chompupong 1 Cabot Ct. South Burlington, VT 05403 Locust Hill Association 19 Locust Hill Shelburne, VT 05482 Q N LC) M 0 t� O O N rn N O m N N N r 0 N N N t` O t` O O N C) Q) O d Q U O 15 PLAN NOTES SITE ENGINEER: ,' LEGEND Cobble Hill Holdings, Inc. ' - ( \ P.O. Box 1OD1 1. Utilities shown do not purport to constitute or represent all Milton, V1'J46B i / - - i �- i" •, - CONTOUR utilities loco ad upon or od)ocent to the surveyed premises. - �/ _ (I \ �\ \ / Existing utility locations are approximate only. PROPERTY LINE 2. Contours shown are based upon a compllotlon of topographic \ (\ / survey information and UDAR data from the State of Vermont - ! / ��� I \ i O IRON PIN r OCINCr I / I I IVIL ENGINEERING ASS�_IATES IN_ Digital Orthophotogrophy DVD/2004 Bare Earth LIDAR' DVD. CONC. MON. P.O. BOX 485 SHELBURNE, Vr 05482 3. This plan is not a boundary survey and Is not intended to w` +� / \ / soz-eeszszs rur: W-eeszzrn .m: wuw.c..-vccan be used as one. - `` �O •, —SS GRAVITY SEWER LINE 4. Property line information fs based upon o pion entitled 'Boundary I PV\`\ %� / \\ \\ / / i ''• I W WATER LINE DRAaxcar Survey — Estate of Myrtle Lozon to L & C Farrell — Allen Road y V ^ / \� \ / \LI �^ I South Burlington, Prepared by Robert C. Krebs, doted 6/29/81. 10 � !ram• \ I �� ,� I / / OE OVERHEAD ELECTRIC PBS 5. Previously. approved paved areas are based upon a plan i\ j ' 1 I ,' / ` 1 UE UNDERGROUND ELECTRIC entitled tilities — Site Plan, New Papal Cola Facilities, Louis E. ' \ ( - /' / I 1 PBS Farrell Company, South Burlington, VT. Prepared by Krebs & Lansing ' �// I\ •\:. 1 \ — 1\` ( 11� ' — G GAS LINE Consulting Engineers, dated 8/26/81, \ /�.Ci \ 'Q, 1 E!` LOT2: `..?q IJ 1 ,/ I —ST STORM DRAINAGE LINE PBS I i\ / Q. (S SEWER MANHOLE ',,AREA = 2.0 ACRES I \ OWNER: Rdady Funeral Service ' 0 STORM MANHOLE DETENTION \ 1 I Y.�\ \ \. \\ I II \ 261 Shelburne St. - \ \ j' POND I AID ll^ \\ i Burlington, Vi 05401' HYDRANT \$ 1 r r L.E. FARRELL i/•' :: /.• / ( \ i /\'. 1 \ \ / .\^�� WATER VALVE CIA \ / 1 \ POWER POLE COMPANY ►d%A/+- ` PROPOSED tY X 12' \ — — \ LIMITS OF PREVIOUSLY ' I �\ \\ IOVERHEADDOOR h i APPROVED DRIVE ) 00 CATCH BASIN 20 KAREN DRIVE _. EXPANDED PARKING AREAS) / o O LIGHT POLE / // I \ LIMITS qF PREVIOUSLY. SOUTH BURLINGTON ( �\ L / (� PROPOSED 1 \ ,. `�•\• ,. ( APPROVED DRIVE i— _ _—/ — �� — I — SIGN VERMONT SAFETY FENCE \ 1 / \ �� _ — \ I •�T •-- V r t3 DECIDUOUS TREE _ — y G ,1 CONIFEROUS TREE PROJECT: ryvv ry /YYY1 EDGE OF WOODS/BRUSH / SH LOT 1 FT7 FENCE I 1 AR = 2.54 ACRES \ 30' FRONT YARD \ / �� •�'" \\ \"`\\\\\\ — DRAINAGE SWALE I \ 10" SIDE &REAR 1 SETBACK \ �� \ \\ \\ \ \\\\\\>\\\ \\\ \\\\ ...\ \\ \ \\\\\\. \\ : PEPSI COLA ! \� SETBACK / \ KAREN DRY ` \� I /' '' \\� ����\�\�\\����\��\���\:`��.\.\\\..\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\\ O 1 1 \\\\\\\\\\\\\\ \\\ \\\\\\\ \\\\\`\\\\`\\`\\\\�� \�\\ \ ' © / OF PARKING SPACES BOTTLING COMPANY 1 /�\\\ \` \\ \\\ \\\ I Jolly Associates y OF BURLINGTON S.B. Collins. Inc. / / ( !/I \\ \ P.O. Box 671 \ 1 / \ ,1 I\�\\����\���������\`\���\ / Ascension Lutheran Church St. Albans, VT 05478 1 \ I \ \\\\\\\\\\\\\\\\\\\ \��� �����������\����������\��������\�����\�\�\�� _ I \ I \\ \ \>\ \\\\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\ \\\ ' I ( 1 95 Allen Rd. 20 KAREN DRIVE \ I 1 ei6sn G I���\���\:���\\����:��::::�������\�\���������\�\�\���\ \ \ 1 So. Burlington, VT D5403 A / DSCAPIN 1 vAv A v vwAvvvvwAAvvvvvvvvvvAwvvvvv• — 1 ' I SOUTH BURLINGTON I \AND SIGN I\����� ����������� �\`\\\\����� ���\�� ���\\` ' — VERMONT IN V. \\\\\: c\ o \`\\:\ \ `\;;\\.EXISTING BUILDING\��\ 1 \ I i I LIMITS OF PREVIOUSLY: 6S.1SD S.F. \ \ �. ro APPROVED PARKING \\\ \\\\\\\\\\\\ \\ \\\\ Robert M. Fuller \\\\\\\\\\\\\ \\\\\ RR#1 x 2030 (\\\\\�� E \\ \\\\\\\\\\ \\ Bristol, 05443 \ ,` / / _ (mil' \ \ ` ..\\\\\\� \\\\\\\ \\\ \\\\\\\�\\\\\\\\\\ • ' 1 1 \\ \�`\\\\\\ \\\\\\\\ \�\�\\\ \\:\ \\ I I\ 1 I 1 /r- -�IN OCT 19 (07r V L / I V ` �( 'IN �A�'A� \ \ W/ / / \ I \\\ \\\\\\�\\. \\\\\ \ \ % LOTS / I \ \ \\\� \\\\ \:�\\:\\\\ \\\ / EXPANDED. FUEL PUMPS (2) \ �- \ ✓, `� \ �\ \\\�\\\\\\\\\�\\�`\�\•\\\ I . t mr AREA = 18.29A ES I \ I \ .. I \\:\:\:\��: \\\\\\\\\\\�\\: \\\�\ \\�.\` • x1 I GRAVEL UNDERGROUND / \\\ ��\\\ \���\\ \\\\� \\\\\\ \\\\����� \ \ \\\\�� \ ���' PARKING FUEL TANK - 0• \\\\\ \\� \ \\\\ \\\\\\\\ �\ �B� . \\, \\\\ , \ \ \\\\ Oingto IN 1 / I I OIL/ GRIT \ \\\ ` \ \\\ \\ \�\��\\\\\ I / s \ ` 1 \ \ ( \\ `\`\\\\. \,\\\\\\\\\\ \ \ \ I SEPARATOR \` 1 1 \ \\\\.�\\ ' / � ��� LOCATION MAP sang GGT \ I \\\\�\ \ \\\\\ ♦ \ \ I\ \ \ \ \ \\ \ \ 1 Shelburne Rd. 1 / I \\, \\\ \ \\\\ \ \\\\ I `\��\\\�,\ - \\\\��\\\\\\ \\\�\ \ \\ \\ \\\\\ So h Burlington, VT 05403 \ 1 \`\ g \EXISTING GARAGE; \\ N \` \\ ( 1 I \ \\ 1 \ \ I 20' WATER LINE / 1 1,\\` 9,700 S.F. \\\ EASEMENT �:\�\�\\\\ \\\\ \ \\ \\\\ — \ \\ \ \ \\ I{ 1 / PROPOSED 1\ l 1 \ SAFETY FENCE l — �V��� 11' \ -- *'—— �— --- rt — I �1L—I -- '-------1---- — I _ -----_---C— / STONE FILL (TYP.) \I 1 \ �•—_-- ` L PAVED.PARKING /� I 1 / - / A \ • / DETENTION.•\\ JI SITE PLAN POND /, q — — —ST— -- — — — sT— — — —�� LIMITS OF FgEVIOUSLY I r \ -. / i 1 APPROVED PARKING (TYP.) I \ / — _�� — J �rt.� __�7 •I —OEM —`)— T7` — 7 GRAPHIC SCALD \_� —�\ ; `I�\ _EXPANDED PARKING AREA T ` `\ i e \ r •, • r \ ws \ I ' I \ , j VELCO EASIIENT ` 11 Thomas & Dawn Edwards P.O. Box 847 I ✓ ' \ .—_.—�--. T I 2 Milton. VT 05468 i \ •�� I /� ,i (M I1Qe) \ OCT. , 2007 J1esb.40 n —.— TMBURU —.—. SOl1 NGON — — — — — _ _ _ — — — — — —, 1.0 -- -- -- T\— --T-- — -� — '1 '� \ =409 N 1 / \ 1 SH E 19cLocust Hill Association s N h �` 0— P\\I rwr. No. Shelburne. Vi 05482 \ \ 23 �\ \ 07222 L.E. Farrell Company/ Pepsi Cola Burlington 20 Karen Drive, So. Burlington List of Abutters Cobble Hill Holdings, Inc. P.O. Box 1001 Milton, VT 05468 SLW Associates, Inc. 80 Allen Rd. South Burlington, VT 05403 John Larkin, Inc. 410 Shelburne Rd. South Burlington, VT 05403 Ascension Lutheran Church 95 Allen Rd South Burlington, VT 05403 Ready Funeral Service, Inc. 261 Shelburne St. Burlington, VT 05401 Frank Irish 1132 Old Stage Rd. Westford, VT 05494 Jolly Associates SB Collins, Inc. P.O. Box 671 St. Albans, VT 05478 Robert M. Fuller RR#1 Box 2030 Bristol, VT 05443 Kalsang, GGT 1860 Shelburne Rd. South Burlington, VT 05403 Thomas &Dawn Edwards P.O. Box 847 Milton, VT 05468 Chalrimsak Chompupong 1 Cabot Ct. South Burlington, VT 05403 Locust Hill Association 19 Locust Hill Shelburne, VT 05482 a I f wg:, ,:vghys ly 1 tt L' �`� &�"��?�Mro:eC a' mf way .� �r y�r � ��}� if,`y „�� , r may. •F f ' t�' Y { t8r' 3r ' �n, s, '�''i,�'�,"r r x J [� + � cj�� s§1.4,+T•' � £ -t � ,y .t1 ':✓ .✓v ,..� S ifs ZZ � q5, al * gT' EXISTNG s" SANITARY a w s SEINER UNE' u v 6 r i i t , 4—T, BELOW GRADE r tp - .-i - •�` iy - �� _ . d . (LOCAflON FROM OESIGN PLANS) k NEW 4 PVC DISCHARGE UE N7 CONNECT TO EXISTING AC . I .� TO SANITARY SEINER SEWEF 154TN WYE SADDLE ). SYSTEM OR INSERTA TEE CAP AND MAINTAIN X" PER ' ABANDON OLOO FOOT SLOPE i ! .'OISCHARGE UNE r E TiNO OIL ATER -- I WTI WPROXIMATE ,Y. Pepsi -Cola Bottlilig C, P.G. Box.4010 So. Briir'I (802)864-6000 ipany of BUdhigton aton. VT 05406-4010 800-4-Peps'i-1 . . - :1-.-311111111f1111111 State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Case Number: WW-4-2523 PIN: EJ97-0049.01 Landowner: Louis & Christine Farrell Partnership 20 Karen Drive South Burlington VT 05403 This permit affects property referenced in deeds recorded in llook 48 Page 336 of the Land Records in South Burlington, Vermont. This project, consisting of amending Certification of Compliance #4C0392-C to reroute the discharge from the existing floor drains in the garage building from the stormwater collection system into the sanitary sewer system located off Karen Drive in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This does not constitute approval under Act 250 case number 4C0392. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department Public Safety, Division of Fire Safety— telephone (802) 828-2106 or (802) 879-2300, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the plans Project No. 02202, Sheet 1.0 "L.E.Farrell Company Proposed Modifications" dated Sept. 2005 prepared by Civil Engineering Associates, Inc. that has been stamped "approved" by the Wastewater Management Division 3. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved -use of the building, without prior review and written approval from the Wastewater Management Division. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. Wastewater System and Potable Water Supply Permit WW-4-2523 Louis & Christine Farrell Partnership Page 2 5. All conditions set forth in Certification of Compliance #4C0392-C shall remain in effect except as modified or amended herein. 6. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. 7. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 8. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel. WATER SUPPLY & WASTEWATER DISPOSAL 9. No permit issued by the Secretary shall be valid for a substantially completed wastewater system until the Secretary receives a certification from a designer or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the wastewater system was installed in accordance with the permitted design and all permit conditions, was inspected, was properly tested, and has successfully met those performance tests." Dated at Essex Junction, Vermont on December 15, 2005. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Pepsi -Cola Bottling Company Civil Engineering Associates, Inc. Act 250 District Environmental Commission #4 Department of Public Safety, Division of Fire Safety AGENCY OF NATURI �' DURCES (ANR) AND NATURAL V '1RCES BOARD http://www.anr.statd.vt.us/dec/ead/pa/index.htm / http://wv,,.,:niLi.state.vt.us/ PROJECT REVIEW SHEET �� THIS IS NOT A PERMIT TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW: RESPONSE DATE: i PENDING APPLICATION #: DISTRICT: TOWN: ��u Q�ti,�(1,t� S PIN J�i_j5k4- Cog 9�0( OWNER OF PROJECT SITE: APPLICANT OR REPRESENTATIVE: (Name) c9-k r IAA—e- -cl( (Address) 90 Pc+ Ib (Name)_ (Address) eo 0 o (Town) (State) (Zip) i-In rl, b (Telephone) (Town) (State) (Zip)5; 6-I n=4. 05ka6•4010 (Telephonec/ , F noo Project Name: 'C j Based on a written or oral request or information provided by j'k6- %- 06creceived on % / 9 05 , a project was reviewed on a tract/tracts of land of acres, located on )6-111-1 '151 The project is generally described as: Pp-rA- ��e_ (ra,.� �io I r�n.� ,(�„ �a.,�w�vc�e. S Ste+ sip i s �-� t�'$c i0lcS, CCU, mac' t��a S� ��+-� Xyw(' Prior permits from this office: 4CO39a-C_ PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION ® I hereby request a jurisdictional opinion from the District Coordinato s n Coordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above.ein ❑ Lando4nftAdent aPermit Specialist ❑ Other Person 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST FROM THE ANR PERMIT SPECIALIST, THE LANDOWNER/AGENT, OR OTHER PERSON. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY APPEAL TO THE ENVIRONMENTAL COURT WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V. S.A. Chapter 220). (#47) " Project: Commercial ❑ Residential ❑ Municipal Has the landowner subdivided before? ❑ Yes ❑ No When/where: # of lots: AN ACT 250 PERMIT IS REQUIRED: >�Yes ❑ No Copies sent tar Statutory Pies: ElYes o BASIS FO DEC ION: C� �� X v ge k SIGNATURE: DATE: ADDRESS: District# Environmental Commission I trict o rdinator Telephone: 111 West St. Essex Jct. Vt. 05452 WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED? Yes ❑ No v astewater System and..Potable_Water.Supply_.Permit._(#1_& #2)`"_.❑ Notice of Permit Requirements (deferral language) (#2) Floor Drains (#1.2) ❑ Campgrounds (#3) ❑ Extension of sewer lines (#5) REGIONAL ENGINEER ASSIGNED:Erw21>� CNfrSw�so�-� SIGNATURE: L/� DATE: /I s�9' 5ADDRESS: Dept. of Environmental Conservation X Environment A t nce Division, Permit Specialist Jeff McMahon Telephone: 802-879-5676 ❑ Wastewater Ma Bement Division, Telephone: 802-879-5656 OVER »»»»»>>>> "NOTE: NUMBERS IN PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK http://www.anr.state.W.us/dec/permit hb/index.htm THIS IS A PRELIMINARY, NON -BINDING DETERMINATION REGARDING OTHER PERMITS WHICH YOU MAY NEED COMMENCEMENT OF CONSTRUCTION. PLEASE CONTACT THE DEPARTMENTS INDICATED BELOW. TO 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-41-3822) Contact: ❑ Discharge Permits: pretreatment; industrial, municipal (#7_1, 7_2, & 8) ❑ Indirect Discharge Permits (#9 & 9_1) ❑ Residuals Management (#10) 4. AIR POLLUTION CONTROL DIVISION, ANR (888-520-4879) Contact: ❑ Construction/modification of source (#14) ❑ Open Burning (#18) ❑ Wood Chip Burners (>90 HP) (#14) ❑ Furnace Boiler Conversion/Installation (#14) ❑ Industrial Process Air Emissions (#14) ❑ Diesel Engines (>450 bHP) (#14) 5. WATER SUPPLY DIVISION, ANR (802-241-3400) (800-823-6500 in VT) Contact: ❑ New Hydrants (122) ❑ >500' waterline construction (#22) ❑ Community Water System (CWS) ❑ Bottled Water (#20) ❑ Operating permit (#21) Transient Non -Community water system (TNC) (#21) 0 Capacity Review for Non -transient non -community water systems (NTNC) (#21) 0 WATER QUALITY DIVISION, ANR STORMWATER PERMITS (Hotline 802-241-4320) (#6 — 6.5) Contact: Contact: Stephanie Lanphear 802-241-4320 ❑ River Management (241-3770) ❑ Ponds (#32.1) ❑ Construction General Permits >1AC of disturbance (#6.1) 241-3779 ❑ Shoreland Encroachment (241-3777) Steve Hanna (#28) TS.Stormwater from new development or redevelopment sites #( 6.2 & 6_3) ❑ Wetlands (241-3770) (#29) ❑ Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes (#6.4) ❑ Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (751-0129 / 879-5631 / 786-5906 (#27 & 32) 7. WASTE MANAGEMENT DIVISION, ANR Contact: ❑ Hazardous Waste Handler site ID (241-3888) (#36) ❑ Underground Storage Tanks (241-3888) (#33) ❑ Lined landfills; transfer stations, recycling facilities drop off (241-3444) (07,39,40) ❑ Asbestos Disposal (241-3444) ❑ Disposal of inert waste, untreated wood & stumps (241-3444) (#41 & 44) ❑ Composting Facilities (241-3444) (#43) ❑ Waste oil burning (241-3888) ❑ Waste transporter permit (#35) ❑ Demolition waste 241-3477 ❑ Used septic system components/stone (#41) 8. FACILITIES ENGINEERING DIVISION, ANR Contact: _ ❑ Dam operations (greater than 500,000 cu. ft.) (241-3451) (#45) ❑ State -funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) 9. POLLUTION PREVENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) (#46) Contact: SMALL BUSINESS & MUNICIPAL COMPLIANCE ASSISTANCE (1-800-974-9559) Contact: RECYCLING HOTLINE (1-800-932-7100) Contact: Judy Mirro/John Daly 10. FISH & WILDLIFE DEPARTMENT (802-241-3700) Contact: ❑ Nongame & Natural Heritage Program (Threatened & Endangered Species) (#47.4) ❑ Stream Obstruction Approval (#47.5) DEPARTMENT OF LABOR AND INDUSTRY (802-828-2106) or Dist. Off. 879-2300 Contact: Construction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) (#49, 50, 50.1, 50.2) ❑ Storage of flammable liquids, explosives ❑ LP Gas Storage ❑ Plumbing in residences served by public water/sewer with 10 or more customers (#50.2) ❑ Boilers and pressure vessels #( 50.3) 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: ❑ Food, lodging, bakeries, food processors (#51, 51.1, 52, 53, 53.1) ❑ Program for asbestos control & lead certification (#54, 55, 55.1) ❑ Children's camps ❑Hot Tub Installation & Inspection — Commercial (#51.1) 13. AGENCY OF HUMAN SERVICES Contact: ❑ Child care facilities (1-800-649-2642 or 802-241-2159) (#57) ❑ Residential care homes (241-2345) (Dept. of Aging & Disabilities) (#59) ❑ Nursing Homes (241-2345) (#59) ❑ Assisted Living and Therapeutic Community Residences (241-2345) 6#59) 14. AGENCY OF TRANSPORTATION ❑ Access to state highways (residential, commercial) (828-2653) (#66) ❑ Signs (Travel Information Council) (828-2651) (#63) ❑ Development within 500' of a limited access highway (828-2653) (#61) ❑ Construction within state highway right-of-way (Utilities, Grading, etc.) (828-2653) (#66) Contact: ❑ Junkyards (828-2053) (#62) ❑ Railroad crossings (828-2710) (#64) ❑ Airports and landing strips (828-2833) (#65) ❑ Motor vehicle dealer license (828-2067) (#68) 15. DEPARTMENT OF AGRICULTURE (800-675-9873) Contact: ❑ Use/sale of Pesticides (828-3478) (#72, 73, 74, 75, 76, 77, 78) El Slaughter houses, poultry processing (828-2426) (#81) ❑ Milk Processing Facilities (828-3428) (#83, 83.1, 85, 87) ❑ Animal shelters/pet merchant/livestock dealers (828-2421) (#89, 89.1) ❑ Golf Courses (828-3478) (#71) ❑ Weights and measures, Gas Pumps, Scales (828-2436) (#58) ❑ Green Houses/Nurseries (828-3481) (#79) ❑ Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-2436) (#75.1, 80, 16. VERMONT ENERGY CODE ASSSISTANCE CENTER TOLL FREE 888-373-2255 ❑ VT Building Energy Standards (#47.2) 17. DIVISION FOR HISTORIC PRESERVATION (802-828-3211) ❑ Historic Buildings (#47.1 & 101) ❑ Archeological Sites (#47.1 & 101) 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) ❑ Liquor Licenses (#90) ❑ General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828-2386) ❑ Business Registration (#90.1) ❑ Professional Boards (1-800-439-8683) (#90.2) 20. DEPARTMENT OF TAXES (802-828-2551 & 828-5787) ❑ Income & business taxes (sales, meals/ rooms, etc) (#91, 92, 93, 24, 25,26) 26 DEPARTMENT OF MOTOR VEHICLES (802-828-2070) ❑ Fuel Taxes; Commercial Vehicle (#69-70) LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) 23, U.S. ARMY CORPS OF ENGINEERS, 8 Carmichael St., Ste. 205, Essex Jct., VT 05452 (802) 872-2893 (#97, 98, & 99) 24. OTHER: Sections #3424 above have been completed by Permit Specialist Jeff McMahon Date: %/ ,;0g5I may be reached at 802-879-5676 Copies have been mailed to: Revised 2/05 i 1 State of Vermont r Department of Fish and Wildlife Department of Forests, Parks, and Recreation Department of Environmental Conservation State Geologist RELAY SERVICES FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD November 15, 2005 Louis & Christine Farrell Partnership 20 Karen Drive P.O. Box 4010 South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2523, Pepsi -Cola Bottling Company Rerouting of discharge from existing floor drains in the garage bldg from the stormwater collection system into the sanitary sewer system. Karen Drive, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on November 9, 2005, including a fee of $210 paid by check #020519. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. If we require further information from you to snake a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Eileen Brady -Whitney Environmental Technician II cc: South Burlington Planning Commission Pepsi -Cola Bottling Company Stephen A. Vock D...;^n 1 n+finme - P—ro/Fecev 1rf /Rntlanrf/finrinnfialri/fit .InhnRhllry r State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD October 5, 2005 Louis & Christine Farrell Partnership P.O. Box 4010 South Burlington, VT 05403 Dear Ladies and Gentlemen: AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, Vermont 05452 Telephone (802) 879-5656 Subject: Application for Wastewater System & Potable Water Supply Permit — Pepsi Bottling Company - proposal to re-route discharge from floor drains within the maintenance bldg into the municipal sewer system. We have reviewed the application materials and have completed the "application completeness checklist." Unfortunately, your application was incomplete and information was missing. Please submit the following information: 1. Please submit two copies of plans signed by a licensed designer, including property lines with dimensions, scale and title box. 2. Need documentation that verifies legal authorization of representative's signature for partnership. If you have questions or are unsure what is needed to complete the application package, please contact me. We will hold your application materials. Once you have the missing or incomplete information, please send the materials to this office. Once we have determined that the application materials are complete, the application will be accepted and will be assigned to one of the engineers to be reviewed. For the Division of Wastewater Management Eileen Brady -Whitney Envirommental Technician Il cc: City of South Burlington Steven Vock Pepsi -Cola Bottling Company Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury i F �. .�,,.....— A ,_—_._..... I i, } 1 r �,"r � _. �� F`. �.. ..,�.�,, � F J �' . _.__'4i � — � � �� I'C' � �� g�` F � � '- ... '.:.wr^"'ram.' ', eaR�,i 3 r, PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 March 31, 1992 Skip Farrell L.E. Farrell Company, Inc. P.O. Box 4010 South Burlington, Vermont 05406-4010 Re: Zoning application Deer Mr. Farrell: ZONING ADMINISTRATOR 658-7958 Please be advised that the South Burlington Zoning Board of Adjustment will hold a public hearing at. the City Offices, Conference Room, April 13, 1992 at 7:00 P.M. to consider your request. for a conditional use permit. Please plan to attend this hearing. Sinc .ly, 1 i Raym nd J. Belair, Zoning and Planning Assistant 1 Encl PJBlmcp L.E. FARRELL COMPANY PEPSI 20 Karen Drive Area C-2 District. Section 12.205 manufacturing of previously prepared materials and Section 12.219 storage and distribution facilities. Section 19.05 sub section 19.056 alterations, extension or change is deemed as a conditional use. Proposed is the conversion of 1,000 square feet. of production space into general office space. 2 L. E. FARRELL COMPANY, INC. PEPSI P.O. Box 4010 • 20 KAREN DRIVE • TELEPHONE (802) 864-6000 • FAX (802) 658-7773 _ SOUTH BURLINGTON, VERMONT 05406-4010 March 17, 1992 City of South Burlington Zoning Department S71c Dorset Street So. Burlington, VT OS403 Dear Sirs: For your information, here is a brief outline of our proposed renovation project. The project will entail partitioning approximately 1,000 square feet of what is now production area and dividing this space into three offices for plant administrative personnel. The area overhead the offices will be decked off as a mezzanine in order to create additional dry storage space. These additional offices are intended to house existing personnel and will relieve congestion in our existing office space. The mezzanine is intended primarily for storage of business records and point of sale material. Changes to our existing plumbing and electrical service will be negligible. This space was originally intended for a future expansion of the production line, however state of the art equipment makes any such expansion unnecessary. Yours truly, S},i F3rrell President SFI/d J y SOUTH SURLINOTON ZONING NOTICE In accordance with the South Burlington Zoning Reeggulatlons and Chapter 117, Title 24, V.S.A. the South Bur11 on Zoning Board of AdnJuustment will hold a public hearing at the South Burlington Mu- nippal offices, Confer once Room, 575 Dorset Street, South Burlington, Vermont on Monday, April 13. 1992 at 7.00 rxn to consider the foUowinp: *1. Appeal of J.W.J. Realty seeking a variance from Section 19.003 Ex- tension of Non-oonform- Ing uses and from Section 19.65 Multiple uses of the South Burlington Regula- tions. Request is for per- mission to add a second automobile sales and service building on the same lot as South Bur- lington Chrysler Plymouth, located at 1095 Shelburne Road. I2. Appeal of Dorset Street Beverage seeking apppprroval from Section 19.65 Multippl{ee Urea of the South Burl ngton Regula- tions. Request is for per- mission to operate a retail Ice cream store (1200 square feet) In conjunc- tion with a retail beverage store (3600 square feet), located at 364 Dorset Street. #3. Appeal of Pepsi -Cola Bottling Company seeking approval from Section 19.05 Conditional Uses of the South Burlington Reg- ulations. Request Is for permission to convert 1,000 square feet of pro- duction area to office use within existing manufac- turing, storage and distri- bution facility, located at 20 Karen Drive. Richard Ward, Zoning Administrative Officer March 28, 1992 City of South Burlington ` Application to Board of Adjustment Da t e Applicant r - Address Landowner Location Owner, leasee, agent APPLICATION # HEARING DATE— — �01\_ FILING DATE — �� - q01-1 FEE AMOUNT~� �= le Telephone # kGs/-6��Jb Address and description of property (Pfa_0 ,-)L407" Type of application check one ( ) appeal from decision of Administrative Officer (-(-)request for a conditional use ( ) request for a variance. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month (second and fourth Mondays). That a legal advertisement must appeal a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Provisions of zoning ordinance in question Reason for appeal The owner or applicant should submit along with this application (8 copies) plans, elevations, landscaping diagrams (drawn to scale) traffic data and any other additional information which will serve support i ence to the Board. Hearing Date S.igpature of Appellant __ Do not write below this line ---------------------------------------------- SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24, V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on Month and Date at Time to consider 3 Appenl of . rt Day of Week the following: (, seeking a'' F from Section of the South Burlington Regulations. Request is or permission to June 5, 1985 Dennis Webster Wiemann-Lamphere Architects 289 College Street Burlington, Vermont 05401 Re: Farrell Corporation - Pepsi Office Addition Dear Dennis: I hve reviewed the plan revised 12/21/81 for the proposed 4800 square foot second floor addition to the office area of the Pepsi Bottling Plant. This will not require site plan review by the Planning Commission. I will however, require that the plant- ings/trees that are removed or disturbed by this construction and 10 car parking lot be replaced. Please submit a listing of those plants and a revised planting plan prior to filing for a building permit. Sincerely, Jane S. Bechtel, City Planner Date xeceived - By -� Date Application Lpletw and Received BY By CITY OF SOUTH BURLINGTON APPLIrATION FOR SITE PLAN REVIEW 1) NAME, ADDRESS, AND PHONE NU14BER OF: (a) Owner of Record Louis F. Farrell Corp. (b) Applicant (c) Contact Person Burlington, Vermont Same as Above Dennis ;7ebster - Wiemann-Lamhere Architects, Inc. 05401 - 864-0950 ( Pew ' 2) -' PROJECT ST=ET ADDRESS ren Drive - South Burlington, Vermont 3) PROPOSED USES) Existing bottling elan increase office area and associated narking. 4) SIZE OF PROJECT (i.e., of units, floor area, etc.) 4800 sq.ft. 5) IRRABER OF EMPLOYEES (full & part time) No increase (crowded now) 6) COST ESTI11ATES . (a) fizi Idin(2 �200, 000. (b) Lancscaping See existing landscaning - ---- and i-;ood: (c) All Other Site Improvements (i.e., curb work) �20,000 parking - - 4 wa lks C7 ) 8) 9) 10) ESTE-ATED PROJ=- COMPLETION DATE winter 1^85 ESTIT-1ATED AVERtiGE DAILY TRAFFIC (in & out) P W HOUR (S) OF OP ERAT ION 7 thru 4 no increase P P.K DAYS OF OPERATION '''onday through Friday 'lay 2S, 198S � DATE SIC-.E OF .`APPLICANT To Whom It May Concern: Within the Ordinances use could b as a use va 1)eve l onmen t confines of the existing a beverage bottling plan e considered for approva riance to the provisions zonine district in the South t or s 1 by t of th City o Burlington Zoning imilar light industrial he Board of Adjustment e Business Planned f South Burlington. Richard Ward Zoning Administrative Officer City of South Burlington No Text 1 Formerly �7.6 Sg7(v o Lutheran Church NSW RoQo, S R 717 o y 4 30 E ::::::........::.:::.::.:...-._ Ch:::::....... :.:r\ lompioR rs �tAr Disrr,ct �� \ t A L 1 11 i U Cnompioin A �o- Morine 3 00 ' '-- ozon €St.. t 300 I• N I o Lozon Est I N` 24.5 A. t \Q• Laurel Hills 300 I 100' hereby . Feitify --Iiwf:�fhis survey is corse'Ct to �fiie of my I T. Perr a o knowledge, wilhla the limits of ` y �^ '`' occuroty" 1of o-SOmposs and Sta (.at �,cz l tape survey., --This SLP/Yej is hosed on morkers: `eYfdeit 'on, the property I 0 50 100 200 500 and/Or recordsd!`dee_ds_. / ` I Electric =--- w�� c� Q • ���Z.. PROOOS INOUSTRIAL PARK FOR VERNON DEVELOPMENT BU R LINGTON, VT, december 11, IS77 N 0 NOTE: This survey is for acreage use or,Iy- t/ S\0. 5 ; t 190• ± N64oW PLAT OF PROPERTY owned by the MYRTLE LOZON ESTATE in the TOWNS OF 50. BURLINGTON & SHE L BURNE, VT. SCALE: I" = 200' MAGNETIC BEARINGS COMPASS SURVEY Surve}ed by John A. Marsh, Aug. 191Fi April 27, 1979 Mr. John Stuart P.O. Box 246 Winooski, Vermont 05404 Res Dozon Estate Final Plat Dear Johns This is to formally confirm the action of the South Burlington Planning Commission in approving your final plat application for an 11 lot subdivision, at its meeting of April 10, 1979. The minutes of the meeting are enclosed, which specify the conditions of your approval. The final plat must be recorded prior to July 10, 1979. Please call if you have any questions. Yours truly, Stephen Page, Planner SP/mcg 1 Encl M LMO R "' N D U M To: South Burlinaton Planning CoFuai s s ion From: Stephen Page, Planning ,"assistant Re: Nett Meeting's Agenda Ite ,s Date: December 23, 1977 1) Sewers - Memo forthcoming 2) DesLauriers SubdivisiZh� ge pacit�7 is the only is: rerc,aining. 3i11. Szymanskia our current flow li,hly over design capacit-7; howcould agree to an approval cond- itional on sewage capacitg available. Since 14r. DesLaurier was led to believe there ity for 1 lot (see memos/minutes of sketch plan review) I d a conditional approval. llo.rever, I do not feel any subs( ications should receive similarly conditioned approvals because all subdivision applicants subsequent to Mr. DesLauriers have been told quite explicitY that there is no sewage capacity. SAN RaiO REALTY SUBDIVISION 3) I have conferred with Dick Spokes about the problem of sett ing off lot 1 (with the loti.lding on it), which leaves lot 2 (difficult, perhaps impossikale Yo develop) as a vacant, approved lot. To resol•,e this, Dick sugg6sts the Commission 7:,.ake a finding that lot 2 is undevelopabl�: u er current zoning and subect to full subdivision reviel.,r bpfo e any perrr,its may be issued. This finding could be backed up y an appropriate notation on the plat to be recorded plus a sui ble legal agJ.eentent to be approved by Spokes and then recorded,•tas well. The existing curb cuts; on .ot 2 should be closed.. The joint; use of the curb cut for 150 Kennedy Drive (lots 1 & 2) should be secured bN7 an easement or appropriate legal agreement that is re-- ') Lozon Property Subdivision - Sketch Plan Site - The site is forested with a mi..ture of second growth hard and soft woods, is flat to gently sloping, and appears to have sorEe -.,ret areas. It is bounded' on the north and west by commaercially devel-oiled properties. Tr, the east is vacant., land, zoned R- �. To tLe south is the Telco Tr ensinission ling:, the Shelburne town line, and vacant resiaehtially zoned property. 0 23'7 ' I , 3 ga 2 i- it i r, n 2 D r b,�,; Z n U c ----p:�Jns -...3 nos - for 20' -t -C i to C,,,7 Z3 CCe C S S richt of wa— to tfl-:) -?z'ct. I st- 77 �4 a h -�Il c o u e LT2 r e ll'-'. 7e o th e e $ a -ri d s e r -,.:.3 a e p 7 3 Pic ht o.vav ,,ridt7- in th uu- t should to _L St4,ng r 0 c i. iCrU 4 1: 0 1-U,'7 r 0 ca, —er an revi S c e 17er) I -I. oY- most. o" lots is re-r in a r s t r i c t e a s eia,,� n restric"L --9 '�,y !,T--;'L;CCi anr7: -n cnst r a n t s o )c g r a pl- y-, cl va J- n L-1 �r, o 'i, r -a ire ric) '-p. L, c, i C, rt -:I(f 7 t On i is Cr-.!It:'L,,--,nsi,,,,,-. wl-i:ch apply to this :."arrJe- .:,'Udian u-ith :d—cc-mt front;aca ro�(f.s -JL: r: o-- --ate -n i- tc? b,2 exter.,�P-d 'nct i-.-, th,,- a - - - - i 7! .:utur ADMINISTRATIVE CHECKLIST 1. LETTER OF NOTIFICATION & APPROVAL MOTION OR FINDINGS & ORDER 2. BONDI14G OR ESCROW AGREEM�'NTS LAI•TDSCAPING RO, ` CULBS1�I:S ? (NOTE ALL RELEASES OR AGREEMEENT REVISIONS) 3. LIST APPROVALS GRANTED, WITH DATES, AND PERMITS GRANTED & SITE INSPECTIONS COAiPLErED, ETC.: 4. UTILITY EAS04ENTS *, BILLS OF SALE RECORDED ACC-: T- D 5. CERTIFICATE OF TITLE on ). Tl-'AVQ DEEDS FOR CITY STREETS ACCEPTED * PRIVATE ROAD & WAIVER AGREE14ENT x 7. FINAL PLAT OR RECORD COPY - STAMPED.* SIGNED, & FILED OR RECORDED 3. PEDESTRIAN EASEMENTS ACCEPTED & RECORDED ' FILED 3. MISC 'LI.-�NDOUS AGRE"-`+TENTS LAI M FOR ROAD WIDENING OFFER OF IRREVOCABLE DEDICATION FUTURE ACCESS POINTS SY ;RID ACCESS POINTS OTHER ). COPY OF SURVEY TO ASSESSOR L. F ES - PAD/DATE -H r I11G B'J _ L:,) I, G P?'�7 IT --R IF CHANGE IN PROPERTY LINES .iECR=.�'_'IG:I (R'CO?,D C LCUL.ITIO?1S ?NTD DEPOSIT lN ACCOUNT) : (�L O-- UP i.e., "Oi: SCEDOL -r'-TID-S CAR COU_:TS �xd,-Tt oR�ht�� P -PC- hlq-Qt I -zr7 sag-; o4t At 46wi,4�4 llll"� Vol tLeLe,�, '"k, 4/10/79 ,0 SUGGESTED MOTION OF APPROVAL - Lozon Subdivision I move that the South Burlington Planning Commission approve the final plat application of John Stuart, for an 11 'ot subdivision of the Lozon Estate property, as depicted on a plan set of 5 pages, entitled "Proposed Industrial Park for the Lozon Estate..." drawn by Environmental Assessment Group, Inc., dated 12/78, revised 1/79 & 2/79, subject to the following stipulations: 1. the final plat shall be recorded within 90 days, and shall include complete survey information. 2. the deed for Lozon Drive shall be submitted prior to issuance of building permits, and shall include lands extending to the Irish property line,unless otherwise approved by the Commission. 3. the 20" easement on the extreme west property line shall be deleted, as shall the 20' access easement between lots 7 & 8. 4. the addition of an emergency access from the Shelburne lands of LozonA BWtat must be reviewed and approved by this Commission. 5. bonds for all required improvements, in amounts as determined by the City Engineer,shall be posted prior to issuance of any building or land development permits. 6. if the '1419@kObf of lot 2 is sold to an abettor, a permanent access easement of 20' to Lozon Drive shall be provided. 7. a pedestrian easement of 15 feet along the east line of lot 11 shall be secured by an offer of iWevocable dedication. 8. access from lot 5 to Lozon Drive shall be via a 20' per- manent easement. 9. final engineering details shall be as approved by the City Engineer �W-Ivl `144,7rM c MY-:' : 10. outdoor lighting shall be installed as approved by the City Engineer. 11. required landscaping and sidewalks are waived. 5. PLANNING COMMISSION APRIL 10, 1979 application and 2) whether the Commission has the power to do that. This advice shall be available in two weeks. Mr. Jacob seconded the motion. fir. Lisman felt there were two issues here: what amount the city should pay ICV for the line and who wants them to extend the line, who has the authority to say that, and who says it shall be done? Mr. Poger said extension to the property line was a normal procedure but Mr. Lisman felt the Commission had approved the line as it was and ICV should deal with the Water Board, if anyone, on the issue. In response -to a question, Mr. Lisman said that ICY felt it was not required to extend the line but that if they were paid by the city, they probably would extend it. Mr. Judge said he would not talk to the City Engineer/Manager again on the issue and asked that someone in city administration show him the policy of the city on extension of water lines to property lines. N_r. Jacob felt that could be done. Mr. Gerry Milot said he was the adjacent property owner and he felt that the line should have been extended as part of development of Phase I of Treetops. When he developed Twin Oaks in South Burlington, he said, he had been required to extend the line from property line to property line and he felt Treetops should have done the same thing. The motion passed with Messrs. Levesque and Draper voting no. Public hearing on final plat application o: commercial subdivision south of Allen Road Mr. Page said he had talked to the Shelburne Planner about possible emergency access between this property and the land next to it in Shelburne but that the plans in Shelburne are such that South Burlington should drop consideration of that access but they might later on entertain such a proposal from Shelburne. Mr. Steven Bushey said they had met with the Fire Chief and decided to put in 4 hydrants and that they had written conformation from Champlain Water District on acceptance of the water line. Mr. Page said he would like to see that. Mr. Page said the corner lot was approved March 13 with permanent access over lot JY6 and there will be one curb cut there for the two lots. He also said the Trails Subcommittee had told him they would like an easement along the extreme east property line and had hopes that the trails in this city could connect at this point to trails in Shelburne. Mr. Bushey said that the developers were very reluctant to give such an easement. He felt the city did not have a trail system now and said they did not want to deed over an easement for one. He said that when the trail was worked out, the subcommittee could go to the individual owners of the lots and ask them for the easements. Mr. Olson said the trail system had been planned for 2 years and that 1 112 years ago the subcommittee had given a slide presentation to the Commission on it. The Commission at that time accepted the concept. Mr. Poger also noted that the city picked up bits and pieces of the trail ioo:, when it could and that in some areas of the city the piece; were coming together nicely now to form a good network. Mr. Olson said this piece was a very important part of the trail in that area. Mr. Bushey noted that there were already a lot of easements on that land. Ms. Yvonne baker said she was the executrix for the Lozon Estate and had been contacted some time ago about trails on the land and had made it clear that she would not give any more easements on the lot at that time. Her position had not changed, she said. :r. roger said trail easements were usually obtained at subdivision, not 6. PLANNING COMMISSION APRIL 10, 1979 site -plan review. Mr. Page said he would like to see the trails system extended but was not sure the city could insist on it, especially when it is not shown in the Plan. Nor. Poger noted that this link was part of the trail the Commission had accepted during the presentation of the subcommittee and he said that it would not create a hardship because there was a 65' setback on these lots anyway and the trail could go within that easement. No more land would be made unusable by granting of such a pedestrian easement. Mr. Olson said the city worked hard to insure the property owner that his property would not be devalued by the granting of such an easement but Ms. Baker said the easements already on the land had cost the estate $75,000, and she could not permit any more. There was a discussion of the required 15' buffer strip on this land and of whether a pedestrian easement could be compatible with that. It was suggested that the amount of required landscaping be cut back for that, which would also provide some compensation to the landowner for granting the easement. Mr. Mona was not happy with the "ease -by" lane provided on Allen Road for cars to swing out around a left -turning car going into the subdivision. He would be happier, he said, if the car coming down Allen Road did not have to swing out at that point, but could go straight through. Mr. Bushey felt there would be a lot of room for swinging out and he also felt the lane was long enough to hold all the traffic that might be stacked in it waiting to turn left. Mr. Page gave the Commission a copy of a letter from the State in response to a question from the Commission about painting a stacking lane on Shelburne Road so cars could go around traffic turning left up Allen Road. The Commission felt the letter was an inadequate response, but Mr. Poger noted that the realignment of Shelburne Road and this lane was between the city and the State and should not hold up this developer. Mr. Mona felt the Commission should have more traffic information and Mr. Poger said that they could ask for score from the traffic consultant. Xr. Mona moved that our traffic consultant advise us about conditions at the intersection of Allen and Shelburne Roads as caused by traffic from the Lozon Park Subdivision before we proceed with a decision on this application. The motion was seconded by Mr. Draper. Mr. Woolery felt the question should have been asked at an earlier date than this but it was noted that the question had been asked of the State, and they had not returned a satisfactory answer. Mr. Bushey felt a two week delay would create a hardship for them. The motion failed with Messrs. Jacob, Woolery, Levesque and Draper voting no and Messrs. Mona, Poger, and Ewing voting yes. Mr. Woolery moved that the South Burlington Planning Commission approve the final plat application of John Stuart, for an 11 lot subdivision of the Lozon Estate property, as depicted on a plan set of 5 pages, entitled "Proposed Industrial Park for the Lozon Estate..." drawn by Environmental Assessment Group, Inc., dated 12 78, revised 1/79 and 2 79, subject to the following stipulations: 1. The final plat shall be recorded within 90 days, and shall include complete survey information. 2. The deed for Lozon Drive shall be submitted prior to issuance of building perm -its, and shall include lands extending to the Irish property line, unless otherwise approved by the Commission. 3. The 20' easement on the extreme west property line shall be deleted, as shall the 20' access easement between lots 7 and 8. 7. PLANNING COMMISSION APRIL 10, 1979 4. The addition of an emergency access from the Shelburne lands of Lozon to Lozon Drive must be reviewed and ap roved by this Commission 5. Bonds for all required improvements, in amounts as determined by the City Engineer, shall be posted prior to issuance of any building or land development permits. 6. If the dogleg of lot 2 is sold to an abuttor, a permanent access easement of 20' to Lozon Drive shall be provided. 7. A pedestrian easement of 15 feet along the east line of lot 11 shall be secured by an offer of irrevocable dedication. 8. Access from lot 5 to Lozon Drive shall be via a 20' permanent easement, as indicated on the plan. 9. Final engineering details shall be as approved by the City Engineer and Water Department. 10. Outdoor lighting shall be installed as approved by the City Engineer_ 11. Required landscaping and sidewalks are waived. Mr. Levesque seconded the motion. Mr. Mona indicated that he would vote no for two reasons: he felt the Commission had inadequate information on traffic conditions at the intersection of Allen and Shelburne Roads, and that they were unnecessarily creating a lot without frontage. Mr. Jacob stated that he believed in pedestrian trails, but did not think the city should take them. Mr. Poger felt the trails were part of the Plan and the goals therein. Mr. Levesque felt the trail was compensation for creating a lot without frontage and Mr. Page added that the Commission was waiving sidewalks. The motion passed with Mr. Mona voting no and Mr. Draper abstaining. Final review on Phase III, 35 townhouses and 12 single family lots, at Ridgewood Estates Yr. Page said the plan was approved in September of 1974 and was 57 acres of land north of Swift Street and west of Dorset Street. The 1974 approval was for 100 multi -family units and 12-14 single family lots. This review is of the single family lots and the last of the multi -family units. Yr. Page felt the Commission should establish some setback lines for the single lots. He said he has a letter from the Fire Chief on phase 3. He also noted that there was a trailer and boat storage area in an open area of the land and suggested that be screened. Mr. Terry Boyle said that would be done. Mr. Page said that part of phase 3 was extension of access to Dorset St and he suggested access to that street through this new access for the abutting property owners. That would eliminate curb cuts on Dorset St. and channel traffic from abutting properties into this new access and then onto Dorset. Yr. Page also said there should be a 60' right of way for the internal loop road. He felt he would like also to keep an option open for connecting this development to one which might go in next to it. The development will have municipal water and sewer. Irr. Page said the original plan had a stipulation for a bikepath in a \ /7 Sore 7...1._. V Laurel Hills 30 0' 1 I \Naovr l hereby,. r;ertify'`fhbV-,,th.is survey is cor_ie'?t to the s� ',of my un knowledge, within- the lin;its of T Perry r° 0_ 9 . 1 _11= accurosy`� ,of 0 .-Compass_= and I Gam. tope survey.' --_This, Sulye1r is based on markers' vfdsf `on, the property .c 0 50 100 200 500 and/or recorded' c deeds. ailzi te. A ., 'I i d e C e i'i'9 b a fi 133 I t°.7 L ����- ��,� ``mac:/ �✓ �" NOTE: This survey is for ocreoge use only. PLAT OF PROPERTY owned by the MYRTLE LOZOiN ESTATE in the TOWNS OF SO. BURLINGTON a SHELBURNE, VT. SCALE: 1" = 200' MAGNETIC BEAR;tiGS COMPASS SURVEY Sirie,wed by John A. t -rsh, a; . 19-a CITY OF SOUTH BURLINGTON Subdivision Application - SKETCH PLAN 1) Name, address, and phone number of; a. Owner of record ZOk-\ b. Applicant 1.0701A. t>--Ja k [> / V0 �1 P �2 �L°r c. Contact person _ J04A Y. �4-uat[ 246 87!-7 2) Purpose, location, and nature of subdivision or development, including number of lots, units, or parcels involved as well as proposed use(s). r j� 3) Applicant's legal interest in the property (fee simple, option, etc) FP P J-1nth (Q ______ 4) Namesof owners of record of all contiguous properties 5) Type of existing or proposed encumbrances on property such as easements, covenants, leases, rights of way, etc. C' Gil G2ual( 1/ qavve* -'1 -2- 6) Proposed extension, relocation, or modification of municipal facilities such as sewerage, water supply, streets, storm drainage, etc. i1� utiw C ce C44,u aov Chu r tv 7) Describe Uany actions taken by the Zoning Board of Adjustment, or previous actions by the South Burlington Planning Commission, which affect the proposed subdivision anyinclude dates: 8) Attcch a sketch plan showing all information required under items 2 through 7 on p. 5 of the Subdivision Regulations. sicjnjbtureT applicant or contact person t FOR OFFICE USE date submission of application and sketch plan to administrativeate officer this proposal is classified as a major or minor subdivision application deemed complete - proposal tentatively scheduled for first Planning Cora -mission meeting on. Confirmed For 1 CITY OF SOUTH BURLINGTON Subdivision Application - PRELIMINARY PLAT 1) Name •bf Applicant J2'7`�L�►(* L-y' 2) Name of Subdivision 7 3) Describe Subdivision (i.e. total acreace, number of lots or units, type of land use, include gross floor area if comm- ercial.) t:_z a'ZI-P , Ato ex AaA c 24 4 ±A--?!�' 4) Indicate any changes to name, address, or phone number of owner of record,applicant, or contact person since sketch plan application: 5. Name, address, and phone number of: a, Engineer �C �/l�t / , fkeat-� f e• �' `Z n b. Surveyor _{ �C'Ll GQ Ig (/V( fir..►" C� �, c. Attorney H. P1,t Desi(-ner -2- 6) indicate any changes to the subdivision such as number of lots or units, property lines, applicant's legal interest in the property, etc., since this proposal was last before the Comrni s s ion•�''�-Y' • �_�,,'f�t� / � 1 t 7) List names and mailing addresses of owners of record of all cont- igous properties: 'Are 0, f� 8) State title, drawing number, date of original plus any revisions, and designer(s) of the preliminary �ap(s) accompanying this appli- ; i cation: 9) Attach a preliminary map showing the following information: 1) Proposed subdivision name or identifying title and the name of the city. 21 Name and address of owner of record, subdivider and designer of Preliminary Plat. 3) Number of acres within the proposed subdivision, location of property lines, structures, watercourses, wooded areas, and other essential existing physical features. 4) The names of all subdivisions immediately adjacent and the names of owners of record of adjacent acreage. 5) -The location and size of any existing sewers and -•later mains, culverts and reins on the property or serving the property to be subdivided. 6) Location, names and widths of existing, and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks -3- and other public or privately maintained open spaces as well as similar facts regarding adjacent property. 7)' Contour lines at intervals of five feet, based on United States Geological Survey datum of existing grades and also of proposed finished grades where change of existing ground elevation will be five feet or more. 8), Complete survey of subdivision tract by a licensed land surveyor. 9) Numerical and graphic scale, crate and true north arrow. 10), Details of proposed connection wits existing water supply or alternative means of providing water supply to the proposed subdivision. 11).. Details of proposed connection with the existing sanitary sewage disposal system or adequate provision for on -site disposal of septic wastes. 12) -If on -site sewage disposal system is proposed� location and results of tests to ascertain subsurface Taoil, rock i and ground water conditions, depth to ground water unless pits are dry at depth of 'Live feet; location and results of percolation tests. 13) Provisions for collecting and discharging storm drainage in the form of drainage plan. 14), Preliminary designs of any bridges or culverts which may be required. 15) The location of temporary markers adequate to enable the Commission to locate readily and appraise the basic lay- out in the field. Unless an existing street intersection is shown, the distance along a street from one corner of the property to the nearest existing street intersection shall be shown. 16)` All parcels of land proposed to be dedicated or reserved for public use and the conditions of such dedication or reservation. 10) Developmental timetable (including number of phases, and start l and completion dates) 11) List the waivers applicant desires from the requirements of these regulations: -4- 12) Attach a vicinity map showing the following: 1) All existing subdivisions, approximate tract lines and acreage of adjacent parcels, together with the names of the record oi•mers of all adjacent parcels of land, namely, those directly abutting or directly across any street ad- joining the proposed subdivision. 2) Locations, widths and names of existing filed or proposed streets, curb cuts, easements, huiliding lines and alleys pertaining to the proposed subdivision and to the adjacent properties as designated in paragraph 1 above. 3) An outline of the platted zrea together with its street system znd an indication of the -future probable street system of the remaining portion of the tract, if the Preliminary Plat submitted covers only part of the sub - divider's entire holding. , A4,r - W"J� 4 4, � �, / //At 4 t � (sXgn ture) apylicant or contact parson Cate STATE OF VERMONT DIVISION OF ENGINEERING AND CONSTRUCTION 133 State Street, Montpelier, Vermont 05602 April 9, 1979 Mr. Stephen Page, Planner City of South Burlington 1175 Williston Road South Burlington, Vermont 05401 Dear Mr. Page: We have considered your suggestion for a left turn stacking lane on Route 7 at Allen Road, per your letter of March 16, 1979, to John Wood. Route 7 in this area has a 24-foot travel surface and 8-foot shoulders. Provision of a left turn stacking lane would necessitate use of the shoulders as parts of the through traffic lanes. The structural adequacy of the shoulders to carry the heavy loads and volumes of the through traffic is questionable. We would therefore prefer not to implement a left turn lane there at this time. We would suggest that motorists going to the Lozon Estate Subdivision be encouraged to do so by way of Spear Street. We would also suggest that consideration be given to building a connecting road from Green Mountain Road to Allen Road; this would permit traffic turning off from and onto Shelburne Road to do so under signal control. As the proposed subdivision develops, we will attempt to check on the situation periodically and, if and when it becomes necessary, to implement appropriate traffic control measures. Sincerely, R. J. Nicholls Planning Engineer By: L . R . rM7g'-nfan77'/ Traffic Engineer MEMORANDUM To: South Burlington Planning Commission From: Stephen Page, Planner Re: Next Meeting's Agenda Items Date 4/6/79 #2 Chastenay Subdivision Prior to the on site inspection Monday (4:30 P.M.), I will be meeting with a representative of the Soil Conservation Service to look at the property. Dick Spokes has no qualms about restrictions on the siting of buildings, where they are based on physical con- straints to,development (i.e. steep slopes, high potential for erosion, etc.) The revised plans show overhead power lines,for which a waiver is necessary. I see no reason to grant such a waiver. #3 San Remo Subdivision I have nothing to add. The on -site inspection is set for 5:30 P.M., Monday. #4 Treetops, Phase II The additional parking that was requested is being added. I will be meeting with the City's flood hazard consultant to confirm proper siting of the buildings. There is still an impasse between the City and developer regarding extension of the Phase I water line to the extreme west property line, although this is not strictly within the p�xview of the Commission's review for Phase II. #5 Lozon Final Plat The conditions of preliminary plat approval have been sub- stantially complied with. I feel there are no major unresolved issues at this point. #6 Ridgewood Phase III, Final Review This 114 unit project received preliminary approval in September 1974. Phase II (32 townhouses) and Phase II (35 townhouses) were given final approval in June 1975 and September 1977 respectively. Phase III, which is being presented for final review, consists of 35 townhouses and 12 single family lots. The plan submitted generally conforms to previous approvals (with the exception of the bikepath proposal). I suggest the following (also see WJS memo): MEMORANDUM To: South Burlington Planning Commission From: Stephen Page, Planner Re: Next Meeting's Agenda Items Date: 4/6/79 #2 Chastenav Subdivision Prior to the on site inspection Monday (4:30 P.M.), I will be meeting with a representative of the Soil Conservation Service to look at the property. Dick Spokes has no qualms about restrictions on the siting of buildings, where they are based on physical con- straints to development (i.e. steep slopes, high potential for erosion, etc.) The revised plans show overhead power lines,for which a waiver is necessary. I see no reason to grant such a waiver. #3 San -Remo -Subdivision I have nothing to add. The on -site inspection is set for 5:30 P.M., Monday. #4 Treetops, Phase II The additional parking that was requested is being added. I will be meeting with the City's flood hazard consultant to confirm proper siting of the buildings. There is still an impasse between the City and developer regarding extension of the Phase I water line to the extreme west property line, although this is not strictly within the pFriew of the Commission's review for Phase II. #5 Lozon Final Plat The conditions of preliminary plat approval have been sub- stantially complied with. I feel there are m major unresolved issues at this point. #6 Ridaewood Phase III, Final Review This 114 unit project received preliminary approval in September 1974. Phase II (32 townhouses) and Phase II (35 townhouses) were given final approval in June 1975 and September 1977 respectively. Phase III, which is being presented for final review, consists of 35 townhouses and 12 single family lots. The plan submitted generally conforms to previous approvals (with the exception of the bikepath proposal). I suggest the following (also see WJS memo): Memorandum April 6, 1979 Page 2 1. front, rear, and sideyard setbacks for the single family lots should be specified. 2. substantial screening or alternate locations should be provided for the cluster of units as well as the boat/trailer storage area, which are located 10-20 feet from the easternmost edge of the project. 3. the new drive onto Dorset Street should afford access to both abutting properties. 4. lot lines, when finally plotted, should be sufficient to allow a 60' ROW for the internal loop road; this ROW should be ex- tended northward, between lots 8 & 9 as a multi purpose corridor (sewer, water, pedestrian, possible street extension). #7 The Partners Subdivision The plan is incomplete at this time. 2 suggest tabling this matter until the plans are sufficiently improved to warrant your review. 9 M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Manager Re: Ridgewood Estates Phase III Date: April 6, 1979 1. Electricity and telephone should be installed on the opposite side of the street from the watermain or placed within an easement outside the roads 60 foot R.O.W. 2. Lot #12 may be subject to flooding unless a drainage ditch is constructed to control run-off 3. Sewer manholes should be constructed in center of road pavement. 4. Layout of water system to be reviewed by City Water Department. 5. Buildings including carports must not be constructed over utility lines. 6. Storm drain pipe shall be concrete or asbestos cement. PUBLIC HEARING SOUTH BURLINGTON PLANNING COMMISSION The South Burlington Planning Commission will hold a public hearing at the South Burlington City Hall, Conference Room, 1175 Williston Road, South Burlington, Vermont on Tuesday, April 10 =, 1979. at 7:30 p.m., to consider the following: Final plat application of John Stuart, agent for the Lozon Estate, for division of a 23 acre parcel into 11 two acre commercial lots. The proposed subdivision is bounded on the south by the Shelburne Town line, on the west by Route 7 and lands of Genock,_Paquette, Hershenson, and S.B. Collins, Inc., on the north by Allen Road and lands of Counter and the Ascension Lutheran Church, and on the east by lands of Irish. Copies of the application: are available for public inspection at the South Burlington City Hall. Sidney B. Poger Chairman South Burlington Planning Commission March 24, 1979 I•larch 27, 1979 Mr. Steve Bushey Lana Associates 360 Main Street Burlington, Vermont 05401 Re: Lozon Estate Subdivision Lear Steve: Enclosed is a draft of a typical pedestrian easement died. I would also like to confirm with you the foll.olring: 1) I will suggest the Commission require an access easement to the Counter lot from Lozon P.rive be provider' only if the "dog- leg" is sold' to counter. 2) 1 will suggest the Commission task for the pedestrian easement along t"he east line of lot 11, anC possibly along the dogleg of lot 2, unless otherwise agreed upon before the hearing. 3) 20' easwient along entire west side of property to be deleted. 4) emergency access to Shelburne 0.1. as shokm, unless other- wise resolvod before the hearing. 5) if the proposed road is shortener': (one client buys lots 9, 10,11, for example) the Planning Commission shall review this at a regular meeting (not a public hearing), primarilon the issue of right of way extension to the east property line'. Please let me know as soon as possible if this is incomplete or incorrect. Also, I would like to get those two letters on Route 7 improvements back (the ones which you copied). Mr. Steve Bushey Lang Associates March 27, 1979 Page 2 I would like to hear more about the bonding method for building streets used out in Oregon - I find the idea yid, y interesting. YoL,rs tr,zl fir, Stephen Page, Planner Sp/mcq 2 Encl ACT 250 NOTICE APPLICATION AND HEARING 10 VSA, 96083-6088 Application #4C0392 was filed by the Lozon Estate, Yvonne C. Baker, Executrix, 13 Hickok Street, Winooski on March 27, 1979 for subdivision of eleven industrial/commercial lots and construction of 1625 feet of road on a 24 acre tract off of Allen Road in South Burlington, Vermont. This project will be evaluated in accordance with the 10 environ- mental criteria of 10 VSA, §6086(a). A public hearing is scheduled for Wednesday, April 18, 1979 at 1:00 P.M., at the Chittenden County Regional Planning Commission, 58 Pearl Street, Essex Junction. BY Susan 11. Cain, District Coordinator For the District #4 Commission 111 West St., Essex Junction, VT March 26, 1979 879-6563 SHC/lmp ONT AGF�<- Aql- STATE OF VERMONT DISTRICT TRANSPORTATION ADMINISTRATOR P. O. BOX 168 ESSEX JUNCTION, VERMONT 05452 March 20, lg70 Mr. Stephen Page, Planner South Burlington Planning Commission City of South Burlington 1175 Williston Road South Burlington, VT 05401 Dear Mr. Page: Your letter of March 1#;, 1Q7c, for a left turn stacking lane at the intersection of ShPli,urne Road and Allen Road has been forwarded to our Traffic Engineer for review. JEW:dn Sincerely, John E. Wood District Transportation Administrator March 16, 1979 Mr. John '-;ooda, District Engineer Vermont Highway Department Fort Ethan Allen Colchester, Vermont 05446 Re: Impact of proposed Lozon Estate Subdivision on intersection of Route 7 & Allen Road Dear Mr. woad s : The attached location map shows the general layout of an 11 lot commercial subdivision, which the developer's engineer has estimated will generate 300-900 trips per clay. It is gntieipated that a relatively high proportion of these trips will involve trucks, and further that the prevalent turning movement will be a left turn from Shelburne Road onto Allen Road for entering t-affic. The South Burlington Planning Commission is concerned about the condition of the Route 7 - Allen Road intersection, and feels that the road would be better served, ane the possibility of acc- idents would be reduced if a left turn stacking lane and a through lane were shown on Shelburne Road with a striped line. For the South Burlington Planning Commission Stephen Page, Planner SP/mcg r March 16, 1979 Mr. John Stuart P.O. Box 246 Winooski, Vermont 05404 Re: Lozon Estate Pity Preliminary Plat Dear John: This is to formally confirm the action of the South Burlington Planning Commission, at its meeting of 3/13/79, in approving your preliminary plat application. A copy of the motion of approval is enclosed. i will advertise for your final plat hearing to be held April 10. I would suggest that we resolve the conditions of preliminary approval by meeting prior to this date. At this meeting, we could also discuss t-ao items which have just recently come up: 1_ ) a__ HiqT�69y--OWU cstfpt�destrian t7�1 a iea"mentalong the extreme east oot_snLess :providiriq- f-or sale o _fie lot ouner, a orig �ancc easement from Los•on Drive. Yours truly, Stephen Page, Planner m SP/14 ricg 1 Encl. cc: Steve Bushey LAO PLANNING COMMISSION MARCH 13, 1979 The South Burlington Planning Commission held a meeting on Tuesday, March 13, 1979 at 7:30 pm in the Conference Room, City Hall, 1175 Williston Road Members Present Sidney Poger, Chairman; Ernest Levesque, Kirk Woolery, James Ewing, Peter Jacob (left early) Members Absent George Mona, James Draper Others Present Stephen Page, Planner; William Schuele, Rowland Peterson, :Michael Brassard, Carl Lisman, Steven Bushey, Richard Sprano, Gordon Hurley, Susanna Adams, Terry Boyle, 'Mervin Brown Minutes of March 6, 1979 Mr. Woolery moved to accept the :arch 6, 1979 minutes. Xr. Levesque seconded the motion and it passed with Ifs. Ewing abstaining. Take action on preliminary plat for 11 lot subdivisi< Yr. Poger noted that Ifs. i✓ona had contacted him and stated that he did not like the idea of creating a lot with no frontage and he had also f elt the State Highway Department should look at the plan again because cars tend to speed up coming down Allen Road at about the point the entrance road for this development will be built. The Commission looked at the Fire Chief's recommendations for this project. Mr. Poger was concerned about the continual requests from the Chief for more men and equipment, which the Commission received every time the Chief reviewed a project. He wondered what level of service the city should have and how to find out what it has now. :sir. Jacob suggested discussing the issue with the Council the next time the t-,7o boards meet. Mr. Woolery moved that the South Burlington Planning Commission agave_ the preliminary plat application of John Stuart, for an 11 lot subdivision of the Lozon property, as depicted on a plan set of 5 pa es entitled, "Proposed Industrial Park for the Lozon Estate", dated 12 78, drawn by Environmental Assessment Group, Inc.s subject to the following stipulations_ 1. The City Engineer's recommendations regarding curbing sewer lines, and storm draina a memo of 2 — g�-2_ 3. 79� shall into or_otherti±ise resolved prior to the final plat application. ? 2. The location and type of emergency access to the adjoining project in Shelburne�T be reso�yed in writing, by .a statement from the Town of Shelburne. Written confirmation of the CiID's acceptance of the proposed water ev 1�p ;t�system plan and main relocation shall be submitted. O�-4ccess to lot 5 shall be via a drive shared with either-lot-4 or 6. } 2. PLANNING COM !ISSION MARCH 13, 1979 shall not be contiguous with the proposed drainage easement _(verify this with the City Engineer , and shall be via a permanent easement. 5. Survey data and drafts of legal documents shall accompany the final_ plat application. --�-- -� --------�------_--- �t lea_st 1 additional fire hydrant -shall be added in acco-rd wi__th- the Fire Chief's recommendations. Mr. -Jacob seconded the motion. Mr. Ewing did not like the idea of a lot with no frontage but it was pointed out that the lots were laid out like that because the Commission had requested it and it was also noted that the shared access would reduce the number of curb cuts on the road, particularly around the bend. Mr. Page showed the Commission a draft of the letter to the Highway Department regarding the subdivision. The Commission felt the following should be added to the letter, " The Commission feels the road would be better served and the possibility of accidents would be reduced if a left turn stacking lane and a through lane were shown on Shelburne Road with a striped line." The motion passed unanimously. Continue public hearing on preliminary plat for Stonehedge, phase 2 Mr. Page said there was sewer capacity for the project and that phase 2 had been submitted to the School Board. There are also questions about site layout. There will be 109 3-bedroom condominiums in 7 clusters in phase 2. The additional hydrants requested by the Fire Chief have been shown and additional access points between the loop road and parking lots for fire trucks have been also. Access to the sewer will be via a paved way over which trucks can travel to get to the manhole. This is a walkway in addition to providing access for utility maintenance equipment. On the final plat the loop road will not be shown going through a stand of trees. An area of about 100' x 60' has been shown for parking boats, campers, etc. A 60' right of way has been shown throughout the project's loop road and 22' pavement width has been proposed. I',r. Woolery wondered if the Commission should suggest that the original part of the loop road be upgraded to 22-24' of pavement and Mr. Poger said the Commission would like to retain the option that if at any time there was an unsafe condition in the development because of road width, they could require the road to be widened. Mr. Woolery wanted it made clear in the final motion that there would be no city services provided on the roads and that they would have to be up to city standards before the city would accept them. Mr. Boyle anticipated a 3-5 year build -out period for phase 2, and said that the excess runoff which would be created by paving much of the land in the area would follow the existing drainage pattern. He said the developers would do everything possible to minimize the impact of that excess water. Mr. Woolery moved that the South Burlington Planning Commission approve the preliminary plat application of the Glenwood Corporation, for phase 11 of Stonehedge, consisting of 109 3-bedroom condominiums as depicted on a plan entitled, "Preliminary plat. . . Stonehedge", dated 3 12 79, drawn by office of Terrance Boyle, subject to the following stipulations: 1. Typical"cluster landscaping and parking dimensions shall be as previously submitted and approved for Phase I. 3/13/79 10 SSP SUGGESTED MOTION OF APPROVAL - Lozon Preliminary Plat I move that South Burlington Planning Commission approve the preliminary plat application of John Stuart, for an 11 lot subdivision of the Lozon property, as depicted on a plan set of 5 pages entitled, "Proposed Industrial Park for the Lozon Estate", dated 12/780 drawn by Environmental Assessment Group, Inc., subject to the following stipulations: 1. The City Engineer's recommendations regarding curbing, sewer lines, and storm drainage (memo of 2/23/79) shall be in- corporated into or otherwise resolved on the final plat application. 2. The location and type of emergency access to the adjoining project in Shelburne shall be resolved in writing, by a statement from the Town of Shelburne. 3. Written confirmation of the CWD's acceptance of the pro- posed water system plan and main relocation shall be submitted. 4. Access to lot 5 shall via a drive shared with either lot 4 or 6, shall not be contiguous with the proposed drainage easement (check w/WJS), and shall be via a permanent easement. 5. Survey data & drafts of legal documents shall accompany the final plat application. 6. Two fire hydrants are to be added in accord with the Fire Chief's recommendations. City of South Burlington 1175 WILLISTON ROAD aF __ SOUTH BURLINGTON, VERMONT 05401 ��• _�•,,,.•'` TEL. 863-2891 March 12, 1979 Mr, Sid Poger, Chairman South Burlington Planning Commission 1175 Williston Road South Burlington, Vermont 05401 Dear Sid: On Friday, March 9, 1979 Plans were reviewed by the Fire Department on the Lozon Industrial Park off Allen Road and the following must be done if we are to give proper fire protection: (1) I -later system must be looped. (2) Additional hydrants installed as marked on print rraricee DWG no 1 of 5 12/78 and signed by me. (3) The Fire Department must have an addition to the station another 1000 gal. pumper and a least 3 more men. If you have any questions please feel free to call me at 863-6455. Very truly, James Godette, Sr. Chief JG/mcg I MEMORANDUM To: South Burlington Kanning Commission From: Stephen Page, Planner Re: Next Meeting's Agenda Items Date: 3/9/79 #2 Lozon A suggested motion of approval and draft of letter to the Highway Department will be available at the meeting. #3 Stonehedge The layout revisions discussed last time are being made and should be finallized in an acceptable form prior to the meeting. #4 Hurley Site Plan The previously approved 7 unit condominium plan for this site has been shelvedf the new plan is for seven 1,000 square foot office units within a single building. With some minor modifications, the one way circulation pattern around the building, with diagonal parking, is adequate. A waiver of 2 spaces from the required 35 will be necessary. With these exceptions, the site plan is acceptable in.all respects (Fire Chief's comments forthcoming). The previous stipulations concerning land reservation for the proposed northbound on -ramp to the Interstate, land for widening of Dorset Street, and relocation of the access point further from the intersection will still apply. •� ' Aas PacmW z. MEMORANDUM To: Steve Bushey, Lang Associates John Stuart, Environmental Assessment Group Prom: Steve Page Re: Lozon Subdivision Date: 3/6/79 Enclosed for your review is a "suggested motion of approval" for the Lozon preliminary plat, to be acted on by the South Burlington Planning Commission on 3/13/79. 1 Encl PUBLIC HEARING SOUTH BURLINGTON PLANNING COMMISSION The South Burlington Planning Commission will hold a public .hearing at the South Burlington City Hall, Conference Room, 1175 Williston Road, South Burlington, Vermont on Tuesday, February 27 , 197 9, at 7:30 p.m., to consider the following: Preliminary plat application of John Stuart, agent for the Lozon Estate, for division of a 23 acre parcel into 11 two acre cosli-nercial lots. The proposed subdivision is bounded on the south by the Shelburne Town line, on the west by Route 7 and lands of Genock, Paquette, Hershenson, and S.B. Collins, Inc., on the north by Allen Road and lands of Counter and the Ascension Lutheran Church, and on the east by lands of Irish. Copies of the application are available for public inspection at the South Burlington City Hall. Sidney B. Poger, Chairman South Burlington Planning Commission February 10, 1979 Lozon Prelirainary Plat -4?W Lot layout andaccess are good - all suggestions have been incorporated into this plan. See enclosed Szymanski memo on utilities and Ward memo on zonin and access. I will have additional information at the meeting on the followinCD o- areas of impact which were raised at sketch plan review by the Commission: 1) update on Bartlett's Bay sewer capacity, 2) traffic generation for this develop- ment, 3) Allen Boad x Route 7 traffic counts, and 4) improve- ments to Shelburne Road. MEMORANDUM_ To: South Burlington Planning Commission From: William J. Szymanski, City Manager Re: Industrial Park, Lozon Estate Date: February 23, 1979 1. Set curbing at intersection of Allen Road 16 feet from center line of Allen Road. 2. Allen Road sewer line manholes should be in center of road. They appear to be in drainage ditch. 3. Engineer must check the capacity of the existing storm drain that this project will tie into . 4. It appears that in the area of the cul-de-sac the existing drainage JS toward the east. This should be maintained and not diverted. 5. City Water Department must review water main layout. MEMORANDUM To: South Burlington Planning Commission From: Richard Ward, Zoning Administrator Re: Proposed Industrial Park (Luzon testate) Date: February 8, 1979 Parcel in question is within the Business Planned Developmant District - Industrial uses would be prohibited. Lots 5 and 6 do not conform to the dimensional r`quirements. My recommendation regarding lot frontage is that all proposed lots front on the proposed street, and that if necessary a variance to the minimum frontage be considered rather than having any lots served by a private drive as provided under Section 11.35 of the zoning regulations. Question }she need for the 20 foot access ease- ment located between lots 7 and 8. Lot 2 has peculiar shape, that stripcf land (82') which abuts Allen Road should be offered to adjoining properties. The Shelburne Planner has suggested working with the City to provice a second means of egress to the adjoining land within the Town of Shelburne. Lot 11 has many site setbacks - developable area is minimal. Easement from cul-ce-sac to Irish propert, should be provided. Entire parcel is heavily treed, every possible measure should be used to save the existing vegetation. IS', 4- C"r M� VELZ v �;� �t k�- t 0 I&zc;, A,� (� bz o i- too = �� -- MEMORANDUM To: South Burlington Planning Commission From: Richard Ward, Zoning Administrator Re: Proposed Industrial Park (Luzon Estate) Date: February 8, 1979 Parcel in question is within the Business Planned Development District - Industrial uses would be prohibited. Lots 5 and 6 eo not conform to the dimensional requirements. My recommendation regarding lot frontage is that all proposed lots front on the proposed street, and that if necessary a variance to the minimum frontage be considered rather than having any lots served by a private drive as provided under Section 11.35 of the zoning regulations. Question the need for the 20 foot access ease- ment located between lots 7 and 8. Lot 2 has peculiar shape, that strip cf land (82' ) which abuts Allen Road should be offerer' to adjoining properties. The Shelburne Planner has suggested working with the City to provide a second means of egress to the adjoining land within the Town of Shelburne. Lot 11 has many site setbacks - developable area is minimal. Easement from cul-de-sac to Irish property should be provided. Entire parcel is heavily treed, every possible measure should be used to save the existing vegetation. M E M O R A N D U M To: South Burlington Planning Commission From: Stephen Page, Planner Re: Lozon property sketch plan Date: 11/22/78 11 commercial lots are proposed for this 22 + acre site (see attached location map). The site is wooded with a mixture of second growth hard and soft woods, slopes gently down to the west, and appears to have some wet areas. The primary access point is approximately 600' east of the Allen Road - Route 7 intersection; sight distance is good. The right of way for the proposed street should be extended to the east property line; an emergency access has been provided to the south, for a proposed 125 unit residential project in Shelburne. Some improvements to the Route 7 - Allen Road intersection may be warranted due to the size and anticipated traffic patterns of this project. Also, an easement for a service road, along the west property line, has been shown, which can provide access to a possible signal at the Route-7 Allen Road intersection. Because of constraint caused by the CWD water main, the Velco transmission line, irregular parcel shape, and zoning setbacks, the location of road and lots is relatively inflexible; further in- formation on topography and drainage will aid in finalizing layout. Some of the lot lines should be reoriented more perpendicular to the road so as to enlarge the building "envelope". Landscaping will be particularly important along the southern boundary, where the Velco Transmission line is located adjacent to residential zoning in Shelburne. There are two Comprehensive Plan recommendations which are germaine to this proposal: (1)a barrier median with adjacent frontage roads is recommended for Route 7, and (2) Allen Road is to be ex- tended easterly to Route 116 and into Williston* -7- PLEASE DO NOT WRITE IN THIS SPACE N0. Filed: (Location) (Date) Signature of Coordinator/Com. Member 1. Name, address and phone number of the person seeking this permit? 131 Hickok Street Winooski - 2. Name, address and phone number of the person to be contacted regarding this application? (Complete this only if different from #1 above.) John H. Stuart P P 0 Rnx 246 Winooski, 0540 879-7161. 3. Describe the project briefly including its location, type, number of units, lots, etc. Indicate the high and low elevations and outline the tract of land on a county highway map and attach the map to this form. Subdivision of a parcel of land into Elevation differential-245' to 205' 4. Give the address of each of the applicant's offices in Vermont, if any. Same as above 5. Does the applicant own the tract of land in fee simple? If not, what is the applicant's legal interest in the land, what is the name and address of the own :F r '? _ _._. Fee _simple _..__..•.__. ____._.. When did the applicant acquire ownership or control of the land? 6. If the applicant is not applying as an individual, what kind of legal entity is the applicant filing at, e.(l, partnership, corporation, etc., and the date and place the legal entity was formed.. (Foreign corpora- tions must supply the date they reclistered with the Secretary of State for the State of Vermont, and the name of the person upon whom legal processes art, to be served.) —Estate---l/17/74 7. a. How roarty acres are in the entire tract of land? In answering this, include the total acreage of the landowner. 24 + ___ b. How many acre,) r)r- directly involved in this project? _24 +-- 8. On the back side of this page, write in the names and addresses of all adjoining property ownr�r,. , 1 f you are riot the landowner, list the names and addre,,ees of al l property owncr,, adjoining the landowner's tract of land. 9. When do you plan to 1tegi n this project? ,_ Spring 1979 When wi I l this prc,jl i t be c:.atnpleted' Fall 1981 10. Attach, when applicable, a copy of restrictive covenants to he used in deeds, restrictive provisions set, forth in leases, k)ylaws of condominium associations, •nr- any other rr�at.ri tr ;r15. -9- 11. Financing: a. Excluding the cost of the land, what is the total cost of the project? $175,000 Applicants for subdivisions should include cost of any improvements, such as roads, ponds, etc. b. How will this project be funded, what financing has been obtained, and what additional financing will be necessary? pri-v ate__]and;ng.____.. institut1Qn______�_� c. If performance bands will be required of contractors, attach details of the bonds. 12. what municipal services do you intend to utilize? X, police; _X_ fire protection; _ X solid waste disposal; X road maintenance; X_ sewage disposal; X_ water supply; other. (explain). 13. will this project involve any of the following: (check those that apply.) a. Euel burning equipment — c. Incinerators b. Process equipment _ d. Air pollution control equipment _____ NOTE: Complete 14 and 15 below only when instructed to do so by a district coordina- tor. 14. I/we hereby certify and affirm under oath that I/we have notified by personal service or by certified mail, return receipt requested, the parties entitled to notice of my/our (ippIication pursuant to Title 10 VSA, W 84, as follows: (Each of the parties (Wt; a complete application, including plans): C� a me a cl(1 rE ;iFTI fl i 1 ty -- ---- - -- -- So. 13u171in}rton PL11111_i_n}; Comm'SS'("' �14Tariie and cAl3ress `of(un�cipa'f��Tann�ny onmission Chittenden County Regional Planning commission game an ress o eg�ona ann�ng orrm�ssion ignature Lozon Estate Subdivision So. Burlington Adiacent Land Owners Bernice Irish Allen Road So. Burlington Ascension Lutheran Chur.clz Allen Road So. Burlington Mathew Counter Allen Road So. Burlington Pauline Hershenford Shelburne Road So. Burlington Arthur Paquette Shelburne Road Lake View Motel So. Burlington Robert Genock Shelburne Road S.B. Collins, Inc. 54 Lower Weldon St. Albans 05478 Lozon Estate 49P1 „se„ 4920 J 25• _ ,; _..__. _ _- l cos �• •�. 4919 , I143 4918 1 . �� +'�• .� � � ,It! � , . ins � `\ �' 4917 , rt✓' i 690 000 FEET Vef 11 ' P , • ; _ — Zvi 16 film 1 • Shelkfurnt, '' ��i �• •��•� \ o Windmill j 2'30•' 640 '�41 31 n � uw F r f r __._ --- ------ � 73a 15' 1.' 30" 43 e44 ,+ Mapped by the Army Map Service Published for civil use by the GeolOF,ical Sutvt-y * SCP Ci�r:1r_I f•y I I', .• II' r ,_.. ern l U;, ;I: M� CHAMPLAIN WATER March 21, 1979 DISTRICT 403-Quee C' P R SC) UURL NG,TON, VERMQN I Environmental Assessment Group, Inc. 1-. 0. Dox 24G Winooski, Vermont 05404 Attention: Mr. John Stuart Re: Act 250 Review - Proposed industrial park, off Allen Rd., South Burlington Dear Mr. Stuart: In response to your request for confirmation of Champlain Water District capability to supply water at the referenced proposed project, we submit the following: 1. C.W.D. presently supplies water to the Allen Road, South Burlington area via a 16" transmission main, connect- ing into a 12" distribution main operated and maintained by the City of South Burlington. 2. A 500,000 gallon water storage tank off Allen Road is maintained by the District to provide adequate fire protec- tion for the referenced area. 3. Present demand on the C.W.D. treatment facilities by this service area is approximately 75% plant capacity. 4. A demand of 7,500 gal. to 10,000 gal. per day, which you expect this proposed industrial park would generate, would not restrict nor encumber present water consumers on the C.W.D. supply system. If you have further questions or need more information, please call. Very truly yours, CHAMPLAIN WATER DISTRICT Edward Blake General Manager sp cc: P. Jacob Lozon Estate Subdivision So. Burlington Adjacent Land Owners Bernice Irish Allen Road So. Burlington Ascension Lutheran Church Allen Road So. Burlington Mathew Counter Allen Road So. Burlington Pauline Hershenford Shelburne Road So. Burlington Arthur Paquette Shelburne Road Lake View Motel So. Burlington Robert Genock Shelburne Road S.B. Collins, Inc. 54 Lower Weldon St. Albans 05478 Lozon Estate YZ-Z-/77 UZI ZD, LOT- S FF:P-T// 'E .. •ems •• � � �• • r �• s _.. 6�.� `it7 �k `�-'� �� �y��'�Z LDS •1b `['"{ii= \��a `w -- — R,iOE� Po, \w/ 7"IEW", -- Pc- P�T' (-t K,=: 4"a.EF ef)r ACeF-e-�- Ml 2-14 "PTR= MZ s• •.sir �� � ���. - -�.►�! � :� .� . 19-78 /)D7—/ C000>197S DHV < 00,0 =. li 42 -78 D 1) H \/ V^uN Cio, 61P 7 1?p (DO 4-0 ��v�Nl 0/7 94-0 -1 Ll 1'7 3 r i T- Vo C,,r7 I-'C-I' '7- z- / V. lY ADMINISTRATIVE CHECKLIS_ ' PROJECT NAME/FILE REFE$ENCE Pe tY - Round 2, 11_ Lot Subdivision ._`3/.& 11 N Y13171,2/ 1. LETTEROF NOTIFICATION & APPROVAL M ION OR FINDINGS & ORDER 2. BONDING OR ESCROW AGREEMENTS LANDSCAPING SEWER WATER STORM DRAINAGE ROADS CURBS SIDEWALKS (NOTE ALL RELEASES OR AGREEMENT REVISIONS) 3. LIST APPROVALS GRANTEDWITH DATES AND PERMITS GRANTED & SITE INSPECTIONS COMPLETED, ETC.: _ RKjA I1I pLor 4. UTILITY EASEMENTS R EC'ORD ID ACCEPTED *, BILLS OF SALE 5. CERTIFICATE OF TITLE x 6. ROADWAYS DEEDS FOR CITY STREETS ACCEPTED PRIVATE ROAD & WAIVER AGREEMENT X/ 7. FINAL PLAT OR RECORD COPY - STARED � jp B. PEDESTRIAN EASEMENTS ACCEPTED & RECORDED FILED 9. MISCELLANEOUS AGRELNiENTS LAND FOR ROAD WIDENING OFFER OF IRREVOCABLE DEDICATION FUTURE ACCESS POINTS SHARED ACCESS POINTS OTHER SIGNED, & FILED OR RECORDED 10. COPY OF SURVEY TO ASSESSOR (IF CHANGE IN PROPERTY LINES) 11. / FEES PA ATE H EAR BUILDING PERMIT ENGINEERING INSP. SEWER RECREATION (RECORD CALCULATIONS AND DEPOSIT IN ACCOUNT) 12. IMPACT FOLLOW UP i.e., "ON LINE" EVALUATION: SCHOOL KIDS CAR COUNTS F11.� jiOZe*A 01 E ZC- �Q OT STATE OF VERMONT DIVISION OF ENGINEERING AND CONSTRUCTION 133 State Street, Montpelier, Vermont 05602 �SPOR�P' April 9, 1979 Mr. Stephen Page, Planner City of South Burlington 1175 Williston Road South Burlington, Vermont 05401 Dear Mr. Page: We have considered your suggestion for a left turn stacking lane on Route 7 at Allen Road, per your letter of March 16, 1979, to John Wood. Route 7 in this area has a 24-foot travel surface and 8-foot shoulders. Provision of a left turn stacking lane would necessitate use of the shoulders as parts of the through traffic lanes. The structural adequacy of the shoulders to carry the heavy loads and volumes of the through traffic is questionable. We would therefore prefer not to implement a left turn lane there at this time. We would suggest that motorists going to the Lozon Estate Subdivision be encouraged to do so by way of Spear Street. We would also suggest that consideration be given to building a connecting road from Green Mountain Road to Allen Road; this would permit traffic turning off from and onto Shelburne Road to do so under signal control. As the proposed subdivision develops, we will attempt to check on the situation periodically and, if and when it becomes necessary, to implement appropriate traffic control measures. Sincerely, R. J. Nicholls Planning Engineer R. L. By: LRM Y ggnan7t Traffic Engineer No Text