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Home My WebLink AboutMS-14-08 - Supplemental - 0039 Bowdoin Streetsouthbur iuTton PLANNING & ZONING October 23, 2014 Re: #MS-14-08 — 39 Bowdoin Street Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained prior to commencement of your project. If you have any questions, please contact me. 1lyJ. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 6331 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburf.com �l�/l! �l I�1! I��;tl! I� r��Jrlr�i��. INC, 10 Mansfield View Lane South Burlington, VT 05403 August 20, 2013 Mr. Raymond Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: Grandview Farm, Inc. Miscellaneous Permit Application for Fill Placement on Lot 7 Dear Mr. Belair: Please find attached an application form for the proposed placement of fill on Lot 7 as a result of excess fill from other construction sites located within in the Meadowland Business Park. The application package includes a site plan of the proposed fill areas, proposed grading and EPSC measures to be employed. If you should have any questions, please feel free to contact me at 864-2323 x310. Project Engineer Attachments: Application Fee $184.50 ($123 x 150% after the fact multiplier) Miscellaneous Permit Application Design Plans (Overall Site Plan, Lot 3 Site Plan, EPSC Details and Narrative) cc: M. Neagley (w/ enclosures, 11x17 plans) CEA File 13102.00 (w/ enclosure) PAAutoCADD Projects\2013\13102\3-Permitting\1-Local Applications\Misc Fill\Belair -Lot 7 Misc Fill Applic Cover Letter.doc CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 25th day of Septemfr, 20 14, a copy of the foregoing public notice for Northeast TerritoriE[type of application] # MS-14-08 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) see attached list Dated at So. Burling[town/city], Vermont, this 25th day of September_, 2014 Printed Name: Amy T. Marks Phone number and email: 802-864-232 30,1 amy cea-vt.com Signature: Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Northeast Territories, Inc. 39 Bowdoin Street & 596 Meadowland Dr. - Abutters List 39 BOWDOIN STREET NORTHEAST TERRITORIES INC 46 BOWDOIN STREET CHASE PROPERTIES & DEVELOPEMENT LTD 65 BOWDOIN STREET GPT PROPERTIES TRUST 66 BOWDOIN STREET NEAGLEY MARK R 35 THOMPSON ST GREENFIELD CAPITAL LLC 630 HINESBURG RD IRELAND SCOTT D & STEPHEN D 1375 HINESBURG RD GARDNER BRADLEY C OVERVIEW INC 317 MEADOWLAND DR GRANDVIEW FARM INC 472 MEADOWLAND DR O'BRIEN MEADOWLANDS LLC 596 MEADOWLAND DR GRANDVIEW FARM INC 20 SOUTH CREST DR BURLINGTON VT 05401 0257-00039 P 0 BOX 2283 S BURLINGTON VT 05407 0257-00046 9 GALEN ST SUITE 240 WATERTOWN MA 02472 0257-00065 113 HERITAGE LN SHELBURNE VT 05482 35 THOMPSON ST S BURLINGTON VT 05403 1715-00035 P 0 BOX 2286 S BURLINGTON VT 05407 0860-00630 PO BOX 21 COLCHESTER VT 05446 P 0 BOX 1304 BURLINGTON VT 05402-130-1155-00317 P 0 BOX 2184 S BURLINGTON VT 05407 1155-0047. 4 P 0 BOX 1304 BURLINGTON VT 05402-130, 0860-01150 Miscellaneous Fill Application fly'/ A i I southburlington PLANNING & ZONING Permit # urn -L� -09 (office use only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS FILL 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): ( ) Request for a conditional use ( ) Request for a variance (X) Other (Miscellaneous Fill) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): NORTHEAST TERRITORIES, INC., 20 SOUTH CREST DRIVE BURLINGTON, VERMONT Phone: 8021658-6320, Ext. 118;Fax: 8021658-0349; Cell: 8021316-9534, mnea ileyOlnea_gleychase.com 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 800 Page 565 3. APPLICANT (Name, mailing address, phone and fax #): NORTHEAST TERRITORIES, INC., 20 SOUTH CREST DRIVE BURLINGTON, VERMONT Phone: 6021658-6320, Ext. 118;Fax: 8021658-0349; Cell: 8021316-9534, mnea_ i1ey(cD-nea_cileychase. com f Miscellaneous Fill Application 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 39 Bowdoin Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0257-00039 7. PROJECT DESCRIPTION a. General project description: Placement of 5,800 CY of fill. b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): No new uses are proposed as par tof this application. The site is to remain open. d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 SF Existing and proposed. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): None. f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Not applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The property is subject to the Hinesburg Road North View Protection Zone Overlay. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Lot 3 - 4.0 Acres b. Building Coverage: Existing: 0 square feet: 0 % Proposed: 0 square feet: 0 % 2 F Miscellaneous Fill Application c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0 % Proposed: 0 square feet 0.00 % a. Size of Parcel: Proposed Lot 3 - 4.0 Acres d. Front Yard Coverage(s) (commercial projects only): NA Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 e. Total area to be disturbed during construction (sq. ft.) 0.8 Acres * 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): $0 b. Landscaping: $0 c. Other site improvements (please list with cost): $3,500 (Placement, grading & Site Restoration) 10. ESTIMATED TRAFFIC (off -site values) a. Average daily traffic for entire property (in and out): 0 VPD b. A.M. Peak hour for entire property (in and out): O WE c. P.M. Peak hour for entire property (In and out): 0 VPH 11. PEAK HOURS OF OPERATION: NA 12. PEAK DAYS OF OPERATION: NA 13. ESTIMATED PROJECT COMPLETION DATE: Late Summer, 2014 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) Please see attached list. 3 Miscellaneous Fill Application 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, 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. 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. %S-C� LUC SIGNATU O PPLICANT SIGNATURE OF PROPERtN) OWNER Do not write below this line PRINT N DATE OF SUBMISSION: >4� / REVIEW AUTHORITY: Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: P Complete„ ❑ Incomplete T r of Planning & Zoning or Designee Date E 4 I DYNAPOWER r � Irk �1 I SP A7- TIES, L C �"� 10l\ \ \ \ _ _11 I \ 1 BUALINOTOy PAOPERFIES {� LIMIIEDP TNERSHM � \'.� . t Li\�_�-- \ / 1 T II l �� --�-- • \ �� I y r > _ SITE ENGINEER: io- CIVIL ENGIMENUIIG ASSOCIATES, IIIC, 10 UMISFIEL0 V1EWlANE, SOUM BUAUNGTON, VT 0503 ,ma�•�m FAR �mae.an ••e •,.,.u..r.cmm OIYIm JDL rncan DSM �wm DSM OWNER NORTHEAST TERRITORIES, INC. 20 SOUTH CREST BURLINGTON, VERMONT PROJECT: NEAGLEY & CHASE CONSTRUCTION OFFICE FACILITY LOT MEADOWLAND BUSINESS PARK 66 BOWDOIN STREET CEAP c �� : J \ \ \ _ — —" -• - —� �'''''-' �':•:•:•;' SOUTH NGTON INLEY VERMO VERMONT \ i'.:..'...... . 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INC. f0 UWRELD NEW LAN& SOUIH DIAM MN, VT OW FAX 101J/4a1l wp..RxvRw aw-vi com .m- ACL D M D.�.m SM OWNER NORTHEAST TERRITORIES, INC. 20 SOUTH CREST BURLINGTON, VERMONT - 1 /�' l "'""'��•".v�r.La,'� }_ PROJECT: W W W W W / / ( _ — — —�I 11 ■ • �" NEAGLEY & CHASE II w IIIIIy CONSTRUCTION OFFICE FACILITY II II— _ ►_ =� �- \\\ 3 +a= I 1 DROP LOT 5 - _ � - -, ► `•� W W W W\ - :" .4.;;' I I I 1 1 MEADOWLAND BUSINESS PARK I '� W W W W � I :-.sir--•' 1 I II IW 1� W W W W I r •'.-,�t.•:.�n„1:�.��. ��M�h. {.vr �. . - I W W W W � ' �"5 .t•.v ..�i�. •�.•+�.�.,:.�=y'� '• ��''t ' I I I I I r 111144...{^ :.• Y�ly'��; ,._�.".�" fv' I I I II I I I 1L , W W W W W W I I �% • : Tv : `•.r STREET SOUTH '`' �+� `< •• `" "' :�• • •'^ ''"•: I I I �" I I SOUTHUTH6613OBURLDOIN BURLINGTON I wi W W W W I I'`.`�"`i•",,;��=•:•'•'�_.��`•,.:,..:' '"'M � VERM NT W W W W W `� ;�. 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W STOCKPILE W W CATCH BASIN W W ° LOCATIONS AND IW L W W W W .•� W W W W W LI&T POLE W 1 QUANTITIES SI�(; W W W W N W W W/ DECI QUOUS •1SREE W W CCJNIFER&S TFtE W \ D•R IWw01G ^°� IW W W W W W W \ /W WT IW� I W W / w \ W W W W W W �W J( WI I \I��I{/��l W IW W W W JI/ I o GRAPHIC SCALE � I I 1 I � /`W \ / V V V V V, EDGE OFVBRUSW/WOODS � AUG. 20. 2014 W W W W W W WL / \W �JW W VVV V" JJIW W; W W •L W ) / I I �. IJ \ �. W _ "�'� W FENC•T&, W W W 1" = 40' W I W W W W W II��J� (��'�\� I��'"�'/I, W W I W W W W I l W W W f�lr- �1� �1� DRAINAGE SWANE W •� C2. O W 0 `W�� W W W1 W W W W mmoll 1 w= I // II I IW I �/ .�• W W W W ,y PROZCT BACHMA�2K W 3102 1 1¢ch = ♦0 I �Ty} W W W W W W W ' W W W W � W� W W W W W W W W W W { Introduction This project terms Is subject to the and conditions of the authorization from the State of Vertnerm to discharge construction related arm water runoff. Covaag. under the State Construction General GeneralPermitor3-9020 required ter any construction activity that disturbs 1 or nor. man of land. or Is part of a larger development plan that will disWrb 1 or more oree This project has been doomed to qualify No a Low Risk Ste. which Is subject to to erosion provantlon and sediment control (EPSC) standards set for, In the State of Vermam'• Loss Risk Ske Handbook for Erosion Preertlon and Sedhnrrt Control The following narrative and Implementation requirements represent the minimum oti ndrd for which this an. re required to be me nWned oo regulated by the State of Vwmant Any best nunagaman pratcw (BMP.) depicted on the project. EPSC Sir. plan which go beyond the Handbook requnn n" re rnmdered to be Integral to the management of the art. and represent oemponern of the municipal EPSC approval for the project whit shall be Implemented The EPSC plan depicts one onp shot In time at tins ste NI construton atse ars fluid in that day to day rupaures and risks as a elates to minimizing sediment lose from the sits It Is the mponrMlky d to Contractor to Instillment the necessity BMPs to amply with the Low Rlsk H. Wb..k wtru4rd. sulned on this wheat based on the Interim aft dlshrtrna conditions which may or may not be shown m the EPSC She Plan. Spodflc BMPa whit as critical to allowing the project to be considered Low risk till• Include the name chocked below • Umt the mount of disturbed earth to two acres or less a my on. tim. • Them shall be a maximum of 7 consecutive days of disturbed earth wnposure In my location before temporary or Mal stabilization u Impler,..led • Th. projec 1. to disturb was than two acres at son with an wodlblllty hlgar thm K-0 17 • Limit the project soil dlsturbsn- to less than two ores with slopes greater than 5% This project Is authonzed to disturb up to 16 sras 1 Mark Sto Boundaries Purpose: Mark the aft boundaries to Identify the Ilmft of anwruton D.linsating your site will help to Ilmt the area of disturbance, preserve existing vegetation and Ilmfl •salon potential on the site How to —ply: Before beginning construction, walk to aft boundaries and flag trees, pat signs, ornhoW I orange salety, fence Fence Is required on any boundary wthlc 60 toss of a shown, lake. pond or vaidand, unlessthe arse Is alm ready developed (existing roads, building., etc) 2 Umtt Dlswhana Area Purposes' Unit the mount of moll ouposed m one time to reduce the potential erosion on one Requlrrrherms: Th. permitted dlMurbarna urea Is specified on rim storm written ouhoriza5m to discharge Only the screage listed on the authorization form may be exposed at any given tints How to comply: Plan ahead and phase the construction activities to ensure that no mom than the pmnNed ma mge Is disturbed at one time Be sum to property stabilize epoved will whit seed and mulch a erasion control matting w before beginning work In a new oolon m the one 3 Stabilize Construction Entra a Purpose, A stabilized conmmclon •rmara help. remove mud from vmlde wheels to prevent tracking onto str•as Rpuln wmW If them will be my vehicle traffic OR of the conmruiston aft., you mum Install a stabilized construction rntrancs before construction begins Him to Instal 11001, Sla: Use a and of 1 to 41nch stone Depth: 9Indies minimum Wlath: 12 fiet minimum Langtlt: 40 Mel minimum (or length at driveway, h enmm) GooaNN: Pta- fiber tloth under emire gravel bad Maintenance: Redrses with dean alone as required to keep sediment from tracking ado the treat 4 IaWI SIR Fina Purpose: Sit fences nmsroepr runoff and allow suspended eadimam to soft out "ulrsmmh: Slt fin- must be In led • on the downhill skis of the construction atVlhea • between any ditch, mat•, storm •ewer Info, a wwm at the St- and the disturbed aril • Hay bates must not be uaod ea medimem baron due to vwb tendency to degrade and hair pent Ware to pleeo: • Piece all fence m the downhill edge of bare =II. At the bottom of slopes, place fend log M downhill from the tl at the slope (d apace Is a time) • Ensure am sift hna catches all runoff from b- will • Maximum dralnag. arse la'1A acre for 100 fast of sift fence • inmall rat form ares the al on p. (not up and down Nllsl) • In eWl mumpl. rows of Wit fonts on long hills to break p flow, • Do notInatan all fend arose tltrthss, channels, or'str•ms or In atrsem buffers How to Install all tun-: • Dlg ■ tranch 6 Inches do" scroas the siape • Unroll sit lance along fbe trench • Eneure stakes --the downhill ado of the fence • Join fencing by rolling the and stakes togethw • Drive stakes In against downhill ol0e of trench • Drive wakes until 16 inch" at fabric is in trandi • Push lam: into trench: spread along bottom M.Immsn-: • Remove accumsedimentulated diment before It Is halfway up the tenor ti • Enm the sift fin- Is trenched In pound and mere we no gaps 5 Divert Upland Runoff Purpow: DlvrYon berms Intercom runoff than above the construction Re and direct tt round the disturbed area This prevents, dean water from becoming muddied with soil from the conscuton one. Rqulnments If storm water we onto your beta troth upsiop. areas and your art. meet. the following two conditions, you moat Install a diversion berm before disturbing my soil 1 You plan to have one or mere saes at sal alOos•d at any one time (•sduding -do). 2 Avenge lop. of the disturbed m a 2D% or steeper How to Inrsll: 1 Compact the berm with a enoval or seft-mowng equipment 2 Seed and mulch boron or cover wish araion control mating nmmsdutaly after mateAstion 3 Stabilize the flow tonml with seed and straw mulch or woson comoi mating Line the durmoi with 4 inch stone d the channel slope or greater than 20% 4 Ensure the berm drains to an oullr stabilized with riprp Ensure that there la no salon at the outlat. 5 The diversion berm shall remain in place until the disturbed area we completely soNlizod 6 Slow Down Channrb•d Runoff Purpose: Stone check dome mdu- maim In drainage channel. by slowing down the Mom waft flow Rmquimmmta: Mom 1. a cacwrtrafed flow (a g In a ditch or channel) of Mons water on your sit., than you mat Inatall cons check dams Hay bodes must not be used a check dome. How to Install: H.Ight No greater than 2 fam Center of dam should be 9 inches lower than 0. side • evWon holds slopes: 21 or naltr Stm. size. Use a mbdure of 2 to 9Inch more• Width: Dame should spin the width o1 the channel and arend up to .Idea at the bank. Epsoll Space the done, No, that the bottom upstream ) or the upstrn d u al the Mi veson of the top (rest) at the dowmtroun dam This paring Is equal to the Might of the check dm divided by the channel lop. Spacing (n feet) - Height of check rim (In foot)/Slopo in channel (AM) Malntmana: Remove sediment accumulated behind the dam ea needed to Wow channel to drain through to Mona check dam and prevent large flows Arm carrying eetllmem over the dam if significant ro.lon occum between check data, a snr of tome should be Installed 7 Construct P•munam Console Permanent Morm wrer treatment pratcee s s constructed to maintain wow quality, meure groundwater flows, and prevent downstream flooding Prato Include d•tmbon ponds and wetianda, Inflltro6on boons, and storm water flhws Roqulnmmta: Me total Impervious- was on your at., or within the common plan of development, will be 1 or more area, you must apply for a State Storm wafter Discharge Permit and construct permanent alarm water treatment PMCUM on your sit. Th.. prstose must be Installed befa. the construction at arty Imponlous euriaces How to campy: Contact the Vermont Storm water Program and follow the requirements In the Vermont Storm water Managament Manual. The Storm water MarNgmm •• Manual 1. avals il. at www vhvelonquality.org/ift—awr hit. -An Impervious surface Is a hummed. surface, including, but not limited to, paved and unpaved rode, pmdng apes, a, roofs, driveways, and walkways, from which prodpUUon runs off rather than InMtrMes. I Stabilize Exposed Son Purport: Sesding and mulching, applying Mom control matting, and hydrosseding are all method. to stsblllze rpos•d scll Mulchm anti matting protect the soil surface while gross I. establishing Requirements: NI areas of disturbance mum have temporary or parmment Mobilization wtthln 7, 14, m 21 day. of Initial disturbance, as Mated In the project authorization After this time, .ray dlmurance In the area must be stabilized at the and of each work dry The following esciptions apply - Stabilization Is net required A earthwork 1. to continue In the urea within the nabs 24 hoursand themIs no precipitation forecast for the hen hours • Stablluadm 1. no required A tin work in occurring in a self-contained excavation(I.o no outlet) with a depth at glom a greater (a g house foundmm ezcrvahon, utility trmchea) All vase of disturbance must have permanent stabiltrabon within 49 hwure of reaching final grade. How to cat whin Prepare bare mail for weeding by grading the top 3 to 6Inches of son and removing any larg. roue or dam. Seeding Rates for Temporary Stabilization April 15 - Sept 16 - Ry ignes (manual or perennial 20 Ibs/scm) Sept 15 - April 15 - Winter rye 120 Ws/ace Seeding Rates for Final Stabilization Choose se noon u•e•r,.,., ,Rine tar In„A« ,•uric <n... c, c „nmm _ Tat I-- - R.b.l I _ ,h,• Ric ran ,uL 14ru,luclmn ul I-M,�_nencL of F�q,•e nnA Pm Aee krH?nn, „r H,nf.lnn, Mulching R.I. April 15 -Sept 15 - Hay a Straw 1 inch deep (1-2 also/1000 a 1) Sept 15 - April 15 - Hay or Saw 21n drop (2-4aie./1000 s t ) Erosion Control Mentng As per manuhclunr's Instructions Hydro••ed As per manufactures Instructions 9 Wintr Stab lizAoon Purposes: Managing construction arts to minimize sroslon and prevent sediment lading of waters is a year-round challenge. In Vermont, this challenge becomes even greater during the late fail, winter, and early spring months Witter conatruton' es discussed are, describes the period betwom October 15 and April 15, when rosin prevention and sediment control u significantly mom drMmk Hall In late fill, thavre throughout the wlnta, and spring moil and runs an produce stgniflcait flows over frozen and saturated ground, greatly mcrea.Img the potential for womon Requirements for Winter Shutdown: For those projects that will compete waft disturbance, activities prior to the winter period (October 15), the following requirements must be adhered to 1 For arw to be stabilized by vegetation, wading shall be completed no later man September 15 to onsurs adequate growth and cover 2 If esetling Is not completed by September 15, additional r vagetmve promotion mar be used to stabilize the sit• for the wintr pond This includes use of Erosion Control Molting w noting of a hervy, mulch layer Seeding with winter rye Is recommended to allow for Orly gemination during wet prang conditions 3 Whin mulch Is specified, apply roughly 2 inches with an 90,90% corer Mulch should be tracked In or stabilized with -Mng In opwn waste wtnerabl. to wind. Requirements for Wlmr Construction If construction activities Involving earth disturbance continue peat October 15 or begin betas April 15, the following requirements moat be adhered to: 1 EnWged access pants, stabilized to provide for onow stockpiling 2 Umft of disturbance moved or replaced to reflect boundary of vnnler work 3 A now management plan prepared with adequate enrage and control at motivates, requiring cleared mow to be Morod down slop. of all anew of disturbance and out of storm watw t e rtment structure. 4 A minimum 25 foot buffer .hail be maintained from perimeter control. such u sin fence 5 In real at dleturban- that men to a water body within 100 lost, two rows of sit fma must be metalled Wang the amour 6 Drainage structures must be kept open and free of mow and Ice dams 7 SIN fence and other practices requiring earth disturbance must be Installed ahead at hozm ground 9 Mulch used for temporary stablllz.tion must be applled at double the standard veto, or a minimum of 3 mom with an 503D% cover 9 To .hour. cover of dl turbsd will In advance of a nit tom, areas of disturbed .oil must be Asbfib•d at the and of each work day, with iM following eaception. • if - precipfttia wllmn 24 horn I. forecast and work will resume In the same disturbed area within 24 houn, daily etWAllaMon I. not necessary • Disturbed rags that collect and retain runoff, such as, house foundafl ho or opm utility trench" 10 Prier to Mobilization, snow or Ice must be removed to less than 1 Inch ..s thidin 11 Use von. to stabilize areas such No the perimeter of building. under conseuton or where anstruton vehid. traffic Is anticipated Stour patio should be 10 to 201.9 wide to accommodate vehicular VON. 10 Stabilize Soil at Final (]red. Purpo e- Sablgzkg the alto with sood and mulch or erosion control mining when it reaches final grade Is to bass way to prevent woslon while con.uuton comenuse Requirements: Within 48 houn at final grading. the exposed soil mum be wsaded and mulched or toured with erosion control mmng Hiss to comply: Bring the eft or section o1 the site to final grade No soon as possible whir construction Is compared This will reduce the need for additional sedum- and erosion control measures and will reduce the total disturbed -A For seeding and mulching ruse, follow the specifications under Hui. S, Stabilizing Exposed Soil. 11 Disordering Activities Purpoer Treat water pumped from dawalenng activities so that t is dw when leaving the construction site Raqukemems: WMer, from dewatwing activities that flows aff at the omistruton she mum be clew Water mat not be pumped into storm son ers, lakes, or wmands unises the water Is dw Now to comply: Using wick fill- or sediment 5ter begs on dowatmng dredury. horse or plPes, discharge water Into slit fins mdowrw Imtalk d In vgraled ereea mmy tern waterways. Remove accumulated sediment aft* it* amid water has dispersed and stabilize the most with ad and mulch 12 Inspect Your Site Purpow. Pmorm site Insp•tom to ensure that all esdlmem and erosion control protao we functioning property Regular hipotoho and maintenance of practices will help to reduce besls and protect we* quality. R•qulnmarte: Inspect the site st least once every 7 days and mat every rail or mow mot mot moult In a discharge from the aft Perform mrntmma to makers that practices are functioning according to the spocMationa aWlned In this handbook In the event or a ntceable sediment discharge from th construction she. you must take immediate action to impact and mountain existing era.Ion prnmfion and Ndh- moadrd practices Any visibly dnsuolored storm wetw ninon to waters or to State mart be reported Forms for reporting discharges m available at wwwvtwrerqualnty.w9tsto mwatr.hbn PLASTIC ORANGE CONSTRUCTION FENCE WOOD POST EXISTING GRADE NATIVE MATERIAL CONSTRUCTION FENCE DETAIL N.T.S. D-50 DOWNSTREAM FLOWLINE SLOPE OF STRUCTURE OF ROCK 0.35 (L 0.25 0.20 0.15 0.10 (MM) MAXIMUM WATER DEPTH OVER ROCK (tom) 75 15 1s 20 25 33 40 ISO 30 36 41 50 n 100 END POINTS W MUST BE HIGHER THAN THE FLOW LINE POINT.0. 0.35 ./in OR FLATTER Timm (3 In.) MIN. FLOW LINE SLOPE COARSE ROCK Goom 7 `il (2 M1 MAX) =-I - r_- - - C' _I _ f 15an TO 45cm - - MINIMUM DEPTH OF COARSE L ' CI 1' _ (0.5 TO 1.6 ft.) m ROCK SET IN lO(4 In. ROCK PLACED IN CHANNEL DIFFERENCE MIN. TRENCH ) FLOW LINE IS 15em fL (S-S ) SIDE VIEW FUAI conur snow DIVERSION RIDGE REQUIRED REA7ER - - - - WHERE GRADE EXCEEDS 2% 4 PLACE DOWNSTREAM STRUCTURE SUCX THAT POINT 9' IS IIOAOWAY \\/\\/// //</\y-' APPROXIMATELY LEVEL WITH THE ' LOWEST GROUND ELEVATION OF FILTER FABRIC B THE UPSTIIEAM STRUCTURE SECTION A -A 117 1- i IT, I- SANDRAGS OR SFILLWAY CONTINUOUS BERM OF NOTE: STONE CHECK DAM STRUCTURE EQUIVALENT HEIGHT USE SANDBAGS OR OTHER / N.T.S. APPROVED METHODS TO SUPPLY WATER TO WASH CHANNELIZE RUNOFF TO WHEELS IF NECESSARY BASIN AS REQUIRED aa� e,i, , TEMPORARY SEEDING iMULCN r}'_ '•�_ ��'�'� OR NETTING o k o 3 A A 2'-T (50.75mm) COURSE �� '. AGGREGATE MIN. lr - (150rino)THICK SILT FENCE OR KAY BALES INSTALLED ON ``\\ DOWN GRADIENT FIDE ` DIVERSION RIDGE W MIN. OI AM MC- 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT iqN( OR FLOWING OF SEDIMENT ONTO PUBLIC RIONT-OF-WAYS. THIS MAY NE NNE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO I SEDIMENT. 2. WN�i NECESSARY, WHEELS SHALL BE CLEANED MIOR TO ENTRANCE ONTO PUBLIC RI OF WAY. >ti WH9n WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WTTH Cti ED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT STAOILIZED CONSTRUCTION ENTRANCE N T.S. STS - 1. SET POSTS AND 2. ATTACH SILT FENCE EXCAVATE A 4 Xr AND EXTEND IT TO ANGLE 10' TRENCH, SET POST SILT THE TRENCH. UPSLOPE FOI DOWNSLOPE FENCE STABILITY SELF CLEANI S. STAPLE THE SILT COMPACTED FENCING TO TXE SAI.KFILL END POSTS. DACKFlLLTIIENCX. - I - SILT FENCE CONSTRUCTION DETAIL N.T.S. TEMPORARY STOCKPILE DETAIL N.TS FILTER FABRIC TO BE POST MIRAR 100X OR APPROVED EQUAL POST SPACING 2%X2%WOOD 2.9 METAL POST iD 4a4WOOD /D UTER FABRIC TO BE CUPPED, BACKFlIJFD AND TAMPED 9' 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 ON 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 STABS IZE^. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY S•, FOLDED AND STAPLED. SILT FENCE DETAIL N.T.S. SITE ENGINEER- rj `J CIVIL EIIGIMEEIUWG ASSOCIATES, IHC, 1011114WEIDVEWIANE, SOUTHRURLAUTON, Vf 05W0 8D.esF2ea3 M wi]J 11 - mwce•Mcwn DM- ACL DSM .vrwwso DSM OWNER NORTHEAST TERRITORIES, INC. 20 SOUTH CREST BURLINGTON, VERMONT PROJECT: NEAGLEY & CHASE CONSTRUCTION OFFICE FACILITY LOT MEADOWLAND BUSINESS PARK 66 BOWDOIN STREET SOUTH BURLINGTON VERMONT LOCATION MAP 1' - 2o00 LOT 7- EPSC PLAN Oars Da.1Mc � AUG. 20, 2014 C"f 40 3.0 - sro 13102