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HomeMy WebLinkAboutBATCH - Supplemental - 0095 Central AvenueShoreland Protection Individual Permit Under 10 V.S.A. § 1441 et seq. RMONT DEPArrmENT OF WATERSHED LGEMEW DIVISION VFIAJM.%& PONM PROGILAM Permittee Information Permittee(s): Steven Rosen and Eileen Kozin Parcel SPAN: 600-188-16347 Waterbody: Lake Champlain Parcel Address: 95 Central Avenue, South Burlington Permit Number: 2294-SP a. Specific Conditions Based upon the findings contained in this permit, the Secretary has determined that the proposed project will comply with 10 V.S.A. § 1441 et seq. and is hereby approved under the following conditions and specifications. 1. All cleared area and impervious surface associated with this project shall be located at least 100 feet from mean water level, 95.5 feet National Geodetic Vertical Datum 1929. 2. All cleared area and impervious surface associated with this project shall be located on a site with a slope of 11.0% or less. 3. All impervious surfaces associated with this project shall not exceed 879 square feet. In accordance with the plan proposed in the permit application, the permittee shall establish 1,241 square feet of vegetative cover located 80 feet from mean water level on the lakeside of the habitable structure. 4. All cleared area associated with this project shall not exceed 2 square feet. In accordance with the plan proposed in the permit application, the permittee shall establish 2 square feet of vegetative cover located 80 feet from mean water level on the lakeside of the habitable structure. All remaining vegetative cover shall be managed in accordance with the Vegetation Protection Standards contained within 10 V.S.A. § 1447. Cleared areas are those areas not managed in accordance with the Vegetation Protection Standards in 10 V.S.A. § 1447. S. The project shall be completed as shown on the application, plans, and support documents as submitted by the permittee, and approved by this permit. b. Standard Conditions 1. Demarcation of pro*ect areas. All authorized impervious surfaces and/or cleared areas shall be visibly demarcated prior to the commencement of the project. 2. Erosion control and bank stability management. Best management practices shall be used to provide erosion control and bank stability of the project area while completing the project and be maintained as necessary. Best management practices means approved activities, maintenance procedures, and other practices to prevent or reduce the effects of impervioLis� surface or cleared area on water quality and natural resources. 3. Requirement to record in the land records. The conditions of this permit shall run with the land and shall be binding upon and enfofceable against the permittee and all assigns and successors in interest. The permittee shall record and index this permit in the associated municipal land records within 30 days of issuance of this permit and prior to the conveyance of any parcel subject to the jurisdiction of this permit. The permittee, or any other interested party, may request a copy of the approved application plans and support documents from Shoreland Permitting. 4. Compliance with other regulations. This permit does not relieve the permittee from obtaining all other approvals and permits prior to construction or the responsibility to comply with any other applicable federal, state, and local laws or regulations. 5. Authorization for substantial changes. No alterations to existing structures other than those indicated in this permit that would change or affect the authorized impervious surface or cleared area shall be allowed without prior written approval by Shoreland Permitting. Construction of additional nonexempt impervious Revised November 2016 Page 1 of 3 Shoreland Protection Individual Permit Under 10 V.S.A. § 1441 et seq. VFXM()NT DEPARTMENT OV WATERSHED kGEMLNTD1V1S1ON 1AKYN & POMM PRO(AMM surface or cleared area may not be granted unless the proposal conforms to the applicable laws and regulations. 6. Transfer of parcel. Each purchaser of the parcel associated with this permit shall be provided a copy of this permit and related support materials prior to conveyance of any portion of the parcel to that purchaser. 7. Access to property. 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 and upon presentation of credentials, for the purpose of ascertaining compliance with Vermont's statutes, regulations, and this permit. 8. Legal responsibilities for damages. The Secretary, by issuing this individual permit, accepts no legal responsibility for any damage direct or indirect of whatever nature and by whoever suffered arising out of the approved activity. 9. Rights and Privileges. This permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to public or private property or any invasion of personal rights, nor any infringement of federal, state, or local laws or regulations. 10. Duty to comply and enforcement. The permittee shall comply with all terms and conditions of this permit. Any permit noncompliance shall constitute a violation of 10 V.S.A. Chapter 49A and may be cause for an enforcement action and revocation, modification, or suspension of the permit. It shall not be a defense for the permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity to maintain compliance with the conditions of this permit. 11. Reopener. If, after granting this permit, the Secretary determines, at his or her discretion, that there is evidence indicating that an authorized activity does not comply with the requirements of 10 V.S.A. Chapter 49A, the Secretary may reopen and modify this permit to include different limitations and requirements. A reduction in the size of the parcel by dividing the land by sale, gift, lease, mortgage foreclosure, court - ordered partition or decree, or by filing of a plot, plan, or deed in the records of the municipality in which the act of division occurred, may require the reopener and modification of this permit to ensure compliance with the requirements of 10 V.S.A. Chapter 49A. 12. Municipal Delegation. If the Secretary delegates shoreland permitting authority to the municipality in which the permitted activity is located, this permit shall remain in effect and continue to be enforceable by the Secretary until such time that the municipality issues a new permit for the creation of cleared area or impervious surface for the same parcel. If the permittee has yet to commence construction of the project authorized by this permit, then, pursuant to 3. V.S.A. § 814, the permittee may request that the Secretary revoke the permit, and if it the Secretary revokes the permit, the permittee may proceed with his or her project under the requirements of the delegated municipality's bylaw/ordinance and any other applicable federal, state, and local laws and regulations. 13. Appeals. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Division of the Superior Court within 30 days of the date of the decision. 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 Division; and must be signed by the appellant or the appellant's attorney. in addition, the appeal mus ' t 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 Revised November 201,6 Page 2 of 3 Shoreland Protection Individual Permit Under 10 V.S.A. § 1441 et seq. v,,R,,,ovr DUPARTMENT OF M1v IMSM1001AL (4 XV"%1.U14^ WATERSHEL) MANI�,EMENTLXVISK)N 1AKKq k rOVM PROG M0t www.vermont4udiciarV.org. The address for the Environmental Division is: 32 Cherry St.; 2nd Floor, Suite 303; Burlington, VT 05401; Telephone # 802-951-1740. c. Findings 1. The Secretary received an application from Steve Rosen and Eileen Kozen for a Shoreland Permit under 10 V.S.A. § 1444, Permit Standards, on February 23, 2017. It was reviewed in accordance with the Department of Environmental Conservation's Permit Application Review Procedure, adopted May 22, 1996. 2. Within the protected shoreland area, and as described in Permit Application #2294-SP, the project involves the creation of 879 square feet of new impervious surface located 104 feet from mean water level and the creation of 2 square feet of new cleared area located 130 feet from mean water level. In accordance with 10 V.S.A. § 1441, a permit is required for the creation of cleared area or impervious surface. 3. The subject parcel has a surface area of 10,610 square feet, 2,489 square feet of existing impervious surface, and 9,453 square feet of existing cleared area located within the protected shoreland area. 4. 10 V.S.A. § 1444(a)(1): All cleared area and impervious surface associated with the project is located at least 100 feet from mean water level. 5. 10 V.S.A. § 1444(a)(2)(A): The project area is located on a slope of 11.0%, a less than 20% slope. 6. 10 V.S.A. § 1444(a)(3)(B): The project and existing impervious surface consists of 3,368 square feet, 31.7% of the parcel within the protected shoreland area, more than 20%. The permittee has demonstrated that best management practices will be used by establishing 1,241 square feet of vegetative cover consisting of 990 square feet of plantings and 251 square feet of a no -mow zone located 80 feet from mean water level on the lakeside of the habitable structure. 7. 10 V.S.A. § 1444(a)(4)(B): The project and existing cleared area consists of 9,455 square feet, 89.1% of the parcel within the protected shoreland area, more than 40%. The permittee has demonstrated that best management practices will be used by establishing 2 square feet of vegetative cover consisting of a no -mow zone located 80 feet from mean water level on the lakeside of the habitable structure. Total resulting cleared area after completion of the project and implementation of best management practices will be 8,210 square feet, 77.7% of the parcel within the protected shoreland area. 8. 1OV.S.A. § 1443(c)(3): No public comments were received in response to this permit application during the 30-day public notice period. Authorization By delegation from the Secretary, the Vermont Department of Environmental Conservation has made a determination that the project above qualifies for individual shoreland permit coverage if conducted in accordance with the Shoreland Protection Act, 10 V.S.A. § 1441 etseq., and is subject to the conditions herein specified. This permit shall be effective on the date of signing. Emily Boedecker, Commissioner Department of Environmental Conservation Misha Cetner B 2017.07.07 10:14:36 -04'00' Misha Cetner, Environmental Analyst Lakes and Ponds Management and Protection Program Watershed Management Division Revised November 2016 Page 3 of 3 SITE PLAN-_'^„tz SCALE: 1/8" = 1'-0" i I , I I I I I I i EXISTING CONCRETE RETAINING WALL I I I 2 I j I I I I ' I I EXISTING CONCRETE RETAINING WALL .. i I I i EXISTING CONCRETE RETAINING WALL NEW WOOD STEPS DOWN TO LAKE NEW PERMEABLE STONE PATIO TO REPLACE EXISTING STEPS NEW 5TONE 6TEP5 E— LINE OF 100SETBACK FROM i I IT 95.6 WATER LEVEL I I , I I , I iI I ' I II r � I 'gym �1 , I I - I III II I EXISTING STONE RETAINING WALLS I I \ I � GbNCRETE RETAINING WALL I , R- NEW STONE STEPS I AND WALKWAY I Ir---�- _—__—__—__—__ _ A -NEW PERMEABLE I NEW DECK NEW DECK TO REPLACE EXISTING STONE PATIO I - NEW WOOD STEPS ' - - - -- --- ---`--- - DOWN FROM DECK i NEW ROOF FOR 7 I' NEW GUTTER AND DOWNSPOUT ON ----- - SOUTH SIDE OF HOUSE 70 DRAIN ti..., I I A i� OUTDOOR STORAGE I INTO NEW STONE SUMP it NEW PERFORATED PIPE PERIMETER I DRAIN AROUND NEW ADDITION, TO DRAIN INTO NEW STONE SUMP A I �s ROOF PITCH I r� I FX EXI9TINGWOOD FENCE I I i I NEW COVERED ENTRY PORCH I : I it , NEW GARDEN (REFER TO � ' �--.---.------- LANDSCAPE PLAN FOR I PLANTING INFORMATION) NEW DRAIN LINE BELOW GARDEN TOCOLLE SUMP DIVERT WATER FROM ' --- - --- DRIVEWAY, TO DRAIN INTO NEW STONE I \ -----._ X _ - ___ _ `--- _--- LINE_ _ NEW CONCRETE RETAINING WALL -�__I --- � SETBACK I , LINE OF 100' SETBACK FROM 95.5 WATER LEVEL EXISTING WOOD FENCE NEWCRUSHEDSTONE DRIVEWAY b - - EXISTMIO TELEPHONE POLE p i EXISTING W000 RETAINING WALL L AND OVERHEAD POWER / LINE L- - PROPERTYLINE-"----- I EXISTING STORM SEWER EXISTING STORM SEWERPROPERTI'LINE /� 'i LATCH BASIN CATCH BA51N EXISTING FIRE HYDRANT \ \' LINE OF EXISTING WOOD RETAINING WALL TO BE RELOCATED ---- LINE OF EXISTING CONCRETE PAVER CENTRAL AVENUE VRIVEWAYT05EREMOVEO RECEIVED FEB 01 2017 City of So. Burlington 95 CENTRAL AVENUE PARCEL ID-0330.00095 ZONE - QCP - QUEEN CITY PARK EXISTING HOUSE AND ROOF COVERAGE (FOOTPRINT): 1,400 SQ. FT. EXISTING DECK, PATIO AND DRIVEWAY COVERAGE: 675 SO. FT. EXISTING RETAINING WALLS: 635 SO. FT. EXISTING STEPS TO LAKE: 210 SO. FT, EXISTING LOT COVERAGE: 2,920 SQ. FT. PROPOSED HOUSE AND ROOF COVERAGE (FOOTPRINT): 1,550 SQ, FT. PROPOSED DECK, PATIO AND DRIVEWAY COVERAGE: 1,695 SQ. FT. EXISTING RETAINING WALLS: 635 SO. FT. NEW STEPS TO LAKE TO REPLACE EXISTING: 210 SQ. FT. PROPOSED LOT COVERAGE: 4,090 SQ. FT, LOT SIZE: 10,610 SO. FT. MAXIMUM ALLOWABLE BUILDING COVERAGE: 20% EXISTING BUILDING COVERAGE: 13% PROPOSED BUILDING COVERAGE: 14.6% MAXIMUM ALLOWABLE LOT COVERAGE: 40% EXISTING LOT COVERAGE: 27.5% PROPOSED LOT COVERAGE: 38.5% ROSEN KOZIN Al 2.03.2017 brown + davis design Tt .winding book road Jerco,5t 05465 802,115 gIonownan s. m wwwMowatlonoscom © 2.17 brawn+—'v tl-gi SOUTH ELEVATION ELEV. -140.0 TOP OF GRADE ® NORTHEA5T CORNER NORTH ELEVATION EAST ELEVATION WEST ELEVATION RECEIVE® FEB 0 7 2017 City of So. Burlington gp 5OUTHWE5T CORNER ROSEN KOZIN 2.03.2017 brown + davis design je winding brook road 802, 99,115 ont 05465 Info 802Ybrow55 �, w—bro nand vis, o m www.brownanddaWs.wm LEGEND APPROXIMATE PROPERTY LINE . • — • — . APPROXIMATE SETBACK LINE ioo EXISTING CONTOUR o EMS77NG FENCE ----------- EXISTING GRAVEL EXISTING PAVEMENT ---array-----owu--- EXISTING OVERHEAD ELEC. &TEL. — — — — ST — EXISTING STORM — — — — S — EXISTING GRAVITY SEWER W— EXISRNG WATER ® EXISTING SEWER MANHOLE © EXISTING STORM MANHOLE O CI EXISTING CATCH BASIN EXISI7NG HYDRANT ® EXISTING SHUT OFF `-Q1 EXIS17NG UTILITY POLE EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE O IRON RODIPIPE FOUND PROJECT BENCHMARK PJ,e Oo< J Q Q. m ZE 41 Qa R Tz) r m J W 4 Yu Q NOTES 1. UTILITIES SHOWN 00 NOT PURPORT TO CONSTITUTE OR REPRESENT ALL U77LITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS AREAPPROXJMATE ONLY. THECONTRACTOR SWILL FIELD VERIFYALL UTILITY CONFLICTS, ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. 2. THIS PLAN IS NOT A BOUNDARY SURVEYAND IS NOT INTENDED TO BE USED AS ONE. PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED UPON DEED ANGLES AND DISTANCES AS WELL AS E61DENCE FOUND IN THE FIELD. 3. SITE INFORM477ON IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL ENGINEERING ASSOCIATES, INC DECEMBER 2016. CIVIL ENGINEERING ASSOCIATES, INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT COORDINATE SYSTEM OF 1993 (HORIZONTAL) AND LAKE CHAMPLAIN LAKE ELEVATION ESTABLISHED FROM THE UNITED STATES GEOLOGICAL SURVEY GAUGING S-77ON 04294500 LOCATED IN BURLINGTON, VERMONT (DATUM NGVD 29, VERTICAL) QUEEN CITY PARK ZONING DISTRICT 1481± '.bp. S. & E. ROSEN 95 CENTRAL AVE. � 2 3 �1' a � 8 3 _. 14&t 1 • I E. KIRSCHNER 94 CENTRAL AVE. V 8' ASH m I I I T-IUR ' I I I I o.saG FENCE I— . —.. — . — . — - raeTrMeeRs ���v r1 ❑ I � '.. a ayrb>'�� I I EXISTING CATI4i BASIN RIM=f42.T '.RETAINING ALL w -a•"" 4 3 N MV. IN e. M)J'4D4' WV. OUT 12'Bl=1w.g I TOPOFWDMNT ^ 7TAINING 4" THRESNa w EL.-184.9 I \ J EL=149.2 159 I I m WILL ^S EXISTING HOUSE JI 1,050t SF DECK THRESHOL IEL. � 1493' I t\ttt� Utl�m��%�ItO 6 1, \\tt;,��III�III�III� 10 11 1 OWN, 1 1 1IJ 17`'IyI1L '�'E��p �111 1///�/11111/11 �1 /1/It/1 1 1 1 `1 111 1 4:J 1 1111111111 PAVEMENT •v/.1.1.1.1dr. !.!♦Ilr ;. 10 y � EXI57/NO CATCH BA3TN '---�. — � 1Yj'WF I ^ RIMLLLLLL 148.2 PAO STONE tY'1PF . -�- 0 WALL 0.68G 7OISTURBEOI I G. & I. BOURNE IcaIMTEG, I o I 97 CENTRAL AVE. RECEIVED] I e - LOT COVERAGE TABLE - ZONE: QCP - QUEEN CITY PARK I I I 95 CENTRAL AVE. - PARCEL ID 0330-00095 FEB 0 7 2017 I I MINIMUM EXISTING LOT SIZE 7,500 SF 10,610 SF I I I 0.24AC. City of So. Burlington MAXIMUM EXISTING GRAPHIC SCALE I I I BUILDING COVERAGE 20% 13% 11 : ( I LOT COVERAGE 40% 20a/o 1 I I NOTE: THESE PROPERTIES LIE IN THE QUEEN CITY PARK ZONING DISTRICT. I IN —Llr I I I 'I AREA CALCULATIONS FOR PARCEL ARE TO THE 96.6 CONTOUR 11—h = 8 La f w I L EXISTING SMH RIM=rS3.s `- EXWG SMH RIM=14T.2 SITE ENGINEER: _0� CIVIL ENGINEERING ASSOCIATES INC. 10MANSRELO VIEW LANE, SOUTHBURLMGTON, VT O5403 8024WV3 FAN: BOR I2T1 xe0.' www.cee-vtcom rnerwaer ®zalr - Au. RccRTs REse9r® DMWI4 GAC CBSCUD JLM APPROVED BG CLIENT: STEVENDROSEN IX EILEEN KOZEN-ROSEN 95 CENTRAL AVE. SOUTH BURLINGTON VERMONT 05403 PROJECT: ROSEN PROPERTY 95 CENTRAL AVE. SOUTH BURLINGTON, VT LOCATION A' EXISTING CONDITIONS SITE PLAN DATE DIUMNG NMAIM KAU 1" = O� C1.0 PROT. N9 08176 LEGEND • — — APPROXIMATE PROPERTY LINE .. — • — ' — APPROWMATESETBACKLINE • +oa EXISTING CONTOUR o EXISTING FENCE — — — — — — — — — — — EYJS77NG GRAVEL EXISTING PAVEMENT EXISTING OVERHEAD ELEC. d TEL. — — — — ST — EXISTING STORM — — — 8 — EXISTING GRAVITY SEWER — — —' — W— EXISTING WATER EXISTING SEWER MANHOLE ® EXISTING STORM MANHOLE O ❑ LXST7NG CATCH BASIN EXISTING HYDRANT • EXISTING SHUT OFF EXISTING UTILITY POLE " EXISTING DECIDUOUS TREE EYJS77NG CONIFEROUS TREE O IRON RODIPIPE FOUND PROJECTBENCHMARK M if If SILT FENCE � � I s • I I 1 E e V 1 I I FED ? 2017 E. KIRSCHNER 94 CENTRAL AVE. CORE THROUGH ' I City of SO. Burlington EXISTING CONCRETE NEW YARD DRAIN GRADE TO DAYLIGHT RIM=6"± ABOVE NEW wCOO STEPS DOWN FROM DECK FINISH GRADE T 746± — NEW SECOND FLOOR CANTILEVERED DECK TEAR T41 SAY El I O W W GRADE_TO DRAIN—� I I i +1I I I II �EXIsnNG caTpf eAsry I I NEW STONE PATIO WI tr d NEW ROOF (SHED) N RIM=f82.T i PERVIOUS 1w.. OUT Ir �f/6=0l.4c'or II PAVERS y I I NEW STONE STEPS d I WALKWAY y, S. & E. ROSEN (TYP.) + I 95 CENTRAL AVE. RAIN A DEN AR A W I SEE N SCAPE W +I PLAN O PLANT ♦ ` W` I I I PLAN ETAILS Z •Y W 2 Do I I V W W I I CC I I I Z) I r W W SEE "BROWN & DAVIS DESIGN" V m I I I N + ARCHITECTURAL PLANS FOR w I W+ PROPOSED CONDITIONS I Y Y I W W IPATIO NEW STONE Wl W W •`P J I PERVIOUS '. PAVERS ,A. ,y BwLnI NEW SM ONOF / GRADE TO DRAIN OVERFLOW FROM INFILTRATION TRENCH TO DAY LIGHT @ RAIN GARDEN AREA. (CORE— ' THROUGH EXISTING CONCRETE) / NEW INFILTRATION TRENCH FOR l — ROOF DRAIN, FOUNDATION o.890 DRAIN & SURFACE WATER (CRIMPED) / NEW EDGE OF G. & 1. BOURNE OVERHANG 97 CENTRAL AVE. LOT OVERAGE TABLE - ZONE: QCP-QUEEN CITY PARK CONNECT GUTTER &DOWNSPOUTON SOUTH SIDE OF HOUSE TO 95 CENTRAL AVE. - PARCEL ID 0330-00096 DRAIN INTO INFILTRATION TRENCH MINIMUM EXISTING PROPOSED LOT SIZE 7,500 SF 10,610 SF 10,610 SF 0.24 AC. 0.24 AC. MAXIMUM EXISTING PROPOSED BUILDING COVERAGE 20% 13% 20% LOT COVERAGE 40% 20% 30% NOTE: THESE PROPERTIES LIE IN THE QUEEN CITY PARK ZONING DISTRICT. AREA CALCULATIONS FOR PARCEL ARE TO THE 95.5' CONTOUR TOP CF EL.-61.0 ,6,.g • I j I I I VEISTNG WOOD m RETAINING W TO NEW PERMEABLE I I SE RELOCAT:D� Z CRUSHED STONE DRIVEWAY c �7 � d iI Is 8~ TO BE REMOVEDI I I O n I d REPLACED I PAVEMENT I I NEWTSCENYPORCH I NI I i i I •' m t I I 1 I EXISTING TREE t NG FACE OFEMSnNG HOUSE I I I TO BE RETOVED I 1 (2) SI NK HOLEAREHE 1 ' RESULT OFW�1 tEp MIGRATNGI �$- I T TOUGH TQP OF BUILDING ADDITION DET:RwRATTTTTTIIITC BANN I BETWEEN CATCH BAeIN I I , STRUCIURE� 1�1 I ACE NEW T0, J$I I I of uAOwnoN I ill 1 I�I i _ - ❑—lnE _ 1 CATCN BASIN ERxMAfs#gfb.2 NEW GARDEN 16'IPF IAG IV /PF D.A'BG (DISTURBED) NEW CONCRETE 1 RETAINING WALL i O I/ u 0 1 o I I o NEW 4" PERFORATED SDR PIPE I / PERIMETER DRAIN AROUND NEW ADDITION, TO DRAIN INTO NEW 1 I INFILTRATION TRENCH I SITE ENGINEER: f CIVIL ENGINEERIMG ASSOCIATES, INC. 10 MANSFIELD WEWiANE, SOUTHBURLJNG709 VT 05403 802A602323 FAX BW-B88n7l —b www.ceaHcwn CO— 0 2017- Au WGGWne RRBSRVRD DRAAR GAC • CRECUD JLM APPRom JLM CLIENT: STEVEN ROSEN 8c EILEEN KOZEN—ROSEN 95 CENTRAL AVE. SOUTH BURLINGTON VERMONT 05403 PROJECT: ROSEN PROPERTY I 95 CENTRAL AVE. SOUTH BURLINGTON, VT . II- �1 • B 11 LOCATION STORMWATER PLAN I DATE GRAPHIC SCALE I SCALE 8. ( IN FEET I I PROGRESS PLANS ROJ NO. I IDGh - 8 IL 1 21612017 08176 DRAWING NUMBER LEGEND — — APPROXIMATE PROPERTY LINE — APPROXIMATE SETBACK LINE 10o EXISTING CONTOUR D EXISTING FENCE — — — — — — — — — — — EYJS77NG GRAVEL EXISTING PAVEMENT EXISTING OVERHEAD ELEC. & TEL. — — — — sr— EXISTING STORM — — — — S — EXISTING GRAVITY SEWER — — — — w— EXIS77NO WATER EXISTING SEWER MANHOLE ® EXISTING STORM MANHOLE 0 ❑ EXISTING CATCH BASIN EXISTING HYDRANT • EXISTING SHUT OFF EXISRNGU77LnYPOLE EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE O IRON RODIPIPE FOUND PROIECTSENCHMARK SILT FENCE z I ___ SEE "BROWN & DAVIS DESIGN° ARCHITECTURAL PLANS FOR PROPOSED CONDITIONS SEE SHEET C2.0 FOR EROSION CONTROL DETAILS & SPECIFICATIONS STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL, SHEET C2.0 TEMPORARY STOCKPILE LOCATION E. KIRSCHNER 94 CENTRAL AVE. NEW WOOD elm DOWN FROM DECK N SECOND FLOOR I I GANTILHVERED DECK 148 ± — — I NEW STONE PATIO W! PERVIOUS PAVERS ' NEW STONE STEPS & WALKWAY .-. S. & E. ROSEN (T'P.) i 96 CENTRAL AVE I i I NEW PERMEABLE CRUSHED STONE +I I I DRIVEWAY I W G I I NEW COVERED ENTRVPORCH NEW STONE I ' ' PATIOW/ I PERVIOUS PAVERS ._._..__ r J` _pUIIDING fACE OF EXISTING MOUpE J / T _ `_ _ _"��. _ _ �- '�• NUILNNG FACE OF NEW 12'ADDITION R ' I=D 1 FEB 0 7 2017 I City of So, Burlington I I T-BAN 0.6BG - -- Q +1 � El I ' ! I 148 WOODEN OR METAL SILT FENCE, SEE DETAIL, •tttt■ O STAKES PLACED AROUNDCATCH TYPICAL t t t t t t BASIN — ,-— ) K NEW GARDEN •••■■■ -FILTER FABRIC SECUflELV FASTENED TO STAKES OVERLAP JOINTS TO THE NEXT �'��- _ NEW CONCRETE STAKE / RETAINING WALL WOODEN METAL PLAN TEMPORARY STOCKPILE _ STAKESS 1.IPF PLACED LOCATION DseG —'---- AROUND CATCH BASIN FILTER FABRIC (CA/MP£G7 I NEW EDGE OF =17 G. & L BOURNE OVERHANG io 97 CENTRAL AVE. GROUND 2 ��- BURY FABRIC 12"MIN. CATCH BASIN INLET I PROTECTION, SEE I DETAIL THIS SHEET 1 CROSS-SECTION MP-) I GRAPHIC SCALE �$ CATCH BASIN INLET PROTECTION 3 1. sd (W1 FABRIC) N.T.S. d E•o13 REWSeD 1;119{201A I h FF.6"f) 1 1 fnch = B R EXISTING WOOD ReTAINInW. TO SERELOCATEDI1} ® y to n I PAVFMFNT I m I I �7r EXISTING TREE I ' TO BE RE� VED I I I I=n ❑ IT [:MP IPF I G tY'IPF D.seG ' roIbTURBEO) I I � I 'o ) 4 b I I I SITE ENGINEER: • • CIVIL,ANGINEIMIG ASSOCIATES. INC. 10M40ISRELDVIEWIANE, SOUTH BURLINGTON VTO54M E02-88I2323 FAX 8W2 2271 mob: waw.ceaW. .FTm.. 0 A." - ALL amRTs RESpavED DRAWN GAC CHECKED JLM APFRom JLM CLIENT: STEVEN9ROSEN t:N EILEEN KOZEN-ROSEN 95 CENTRAL AVE. SOUTH BURLINGTON VERMONT 05403 PROJECT: ROSEN PROPERTY 95 CENTRAL AVE. SOUTH BURLINGTON, VT LOCATION MAP 1' = 2000' DATE 1CSC®1 RXMSTOTI EROSION CONTROL PLAN DATE DRARING NI:YDER 1 SCALE PROGRRESS PLANS °=8� C1.2 2/6/2017 PRDI. ND. 08176 Introduction This project Is subject to the terns and conditions of the authonzaUon from the State of Vermont to discharge construction related storm water runoff Coverage under the State Construction General Permit 3-90201s required for any construction activity that disturbs 1 or more acres of land, or is pert of a larger development plan that will disturb 1 or more acres 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 Sits Handbook for Erosion PreVentlon and Sediment Control The following narrative and Impientantatlon raquiroments represent the minimum atdri for which this sit. a required to be maintained as regulated by the Stan of Vermont Any beat management practices (SMP's) depicted on the project', EPSC ,Site plan which go beyond the Handbook requirements ore considered to be integral to the management of the site and mismsem components of the municipal EPSC approval for the project which shall be implemented The EPSC plan depicts one snap shot in time of the site All constructon sites are fluid in their day today exposures and risks as it relates to minimizing sediment loss from the site It Is the responsiblllty of the Contractor to implement the necessary BMP's to comply with the Low Risk Handbook standards outlined on this shootbased on the Interim all disturbance conditions which may or may not be shown on the EPSC She Plan. Specific SMP's which are critical to allowing the project to be considered e Low rek site include the moms checked below • Limit the amount of disturbed earth to two acres or less at any one bolo • There shell be a maximum of 7 consecutive days of disturbed earth exposure in any location before temporary or final Stabilization a implemented 1 Mark Site Boundaries Pulp a.: 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 Io comply: Before beginning construction, walk the its boundaries and flag trees, past signs, or Install orange safety fence Fence is required on any boundary within 50 feet of a stream, take, pond or wehend, unless the area's already developed (existing roads, buildings, etc ) 2 Limit Disturbance Area Purpose. 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 she al 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 ..it with seed and mulch or erosion control matting before beginning work in a new section of the site 3 Stebrlae Construction Entrance Purpose. A stabilized construction entrance helps remove mud from vehicle wheels to prevent tracking onto streets R..1-iii enb: If them will be any vehicle traffic off of the construction site, you must install a stabilized construction entrance before construction begins How to Install Rock Size: Use a mix of 1 to 4 inch stone Depth: 8 inches minimum Width: 12 feet minimum Length: 40 feat minimum (or length of driveway, if shorter) Geotextill Place filter cloth under entire gravel bed Maintenance: Redress with clean stone as required ro keep sediment hom trecking onto the street 4 Install Sllt Fence Purpose. Silt fences intercept runoff and allow suspended Sediment to settle our Requhoment.- Slit fence must be installed • on the downhill side of the construction activities • between any ditch swsl., storm sewer inlet, or water; of the State and the disturbed soil Hay bales must not be wed as sediment banters due to !heir tendency to degrade and tall Sped usher. to Pi.-: • 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 evaiiabla) • Ensure the silt fence cetches all runoff from bare soil • Maximum drainage area a 1, acre for 100 feet of silt fence • Install adt fence across the slope (not up and down I• Inskell multiple rows o1 sill fence on long hills to break up flow • Do rot install silt fence across ditches, channels, or stream or in stream bufteis How to install silt le — Dig a trench 6Inches deep across the slope • Unroll silt fence along the trench • Ensure stakes are on the downhill side of the fence • Join fencing by rolling the end stakes together • Drive stokes 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 I$ 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 site and direct It around the disturbed area The prevents clean water tram becoming muddied with soil from the construction site Requinmenri: If storm water runs onto yourslto from upslopa areas and your site meets the following two conditions, you must IrmtalI a diversion berm before disturbing any soil 1 You plan to have one or more acres of soil exposed at any one time (excluding roads) 2 Average slope of the disturbed arse o 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 after installation 3 Stabilize the flow channel with seed and straw mulch of erosion control matting Line the channel with 4 inch stone if the channel ,tope a greater than 20% 4 Ensure the berm drains to an outlet stabilized with nprap Ensure that there la no eroelon et the outlet 5 The ciLman berm shall remain in place until the dsturbed areas are completely stabilized 6 Slow Down Channehzed Runoff Purpose: Stone check Beim reduce erosion in drainage channels by slowing down the storm water flow Requirements: If there is a concentrated flow (a g in a ditch or channeq of storm water on your site, then you must install stone rheck dams Hay bales must not be used as check dams How to install: Height No greater than 2 feet Center of clam should be 9 inches lower than the side .level.. Side slopes- 2 1 orflatter Stone all Use a mixture of 2 to 9 inch stone Width• Dams should span the width of the channel and extend up the aides of the banks Spacing: Space the dems so that the bottom (toe) of the upstream dam is at the elevation of the top (crest) of the downstream dam This a pacing is equal to the height of the check dam divided by the channel elope Spacing (in feat) = Height of check dam (In feet)/Slap. In channel (ft/ft) Mi nance: Remove sediment 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 all Bann, a liner of stone should be installed 7 Construct Pei monent 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 Requirement. If the total Impervious• area on your alto, or within the common plan of development, will be 1 or more acres, you must apply for s State Storm 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 Storm water Program and follow the requirements in the Vermont Storm water Management Manuel The Storm water Management Manuel is available at www viwsterqwater re ualry org/stormm "An Impervous surface is a manmade surface, including, but not limited to, paved and unpaved roads, parking arew roofs, driveways, and walkways, from which precipitation runs off rather than rnfiltmtes 8 Stabilize Exposed Sod 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: Ail areas of disturbance must have temporary or permanent stabilization within 7, 14, or 21 days of inrual 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, a PP Y • Stabilization is not required II earthwork is to continue in the area within the (text 24 hours and there a no precipitation forecast for thenext 24 hours • Ste b lization is not required If the work a occurrmg m self-contained excavation (I a m 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 201bc/acre) Sept 15- April 15---Winter rye 120 lbs/acre Seeding Rates for Final Stabilization Choose .c ills l4rlr. tcrl l.. ,I—bil.. i. C li.��,.e hulls 11�. a . Il.. livtn>i It eu.l, i...I i ...il [iii*ic P.ii�lcc ;I u m,•n _ I alll v,��,. A1'-il PcL,l lip _ a.mo, coil"i„_ lt. r:i,..i �. sills 4'.,Ii, ill,c Lnli, 0I - „IIi14'u.nl.li'n11.. lilt,=1,. .,l lle�,I,+�I Mulching Rates April 15 - Sept 15 -- Hay or Strew 1 Inch deep (1-2 1000 s f ) Sept 15 - April 15 -- Hay or Straw 2 in deep (2-4 bales/t 000 s I) Erasion 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 -sound challenge In Vermont, this challenge becomes even greater during the late fell, winter, and early spring months .Inter constructor' as dscussed here, describes the period between October 15 and April 15, when erosion prevention end sediment control is significantly more difficult Reins in let. fell, thaws throughout the winter, and sprig mek and rams can produce signifiIi flows over irozun and saturated ground, greatly Increasing the potentisl for or ipn Requirements for Winter Shutdown: Forthoss projects that will complete earth disturbance activities pdorto 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 nomveget.i protection must be used to stabilize the.Re for the winter period This includes use of Erosion Control Matting or netting 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 &raw vulnerable to wind Requirements for Winter Construction If construction activities involving earth dssturbance continue past October 15 or begin before April I S. the following requirements must be adhered [o 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 disturbance and out of storm water treatment structures 4 A minimum 25 foot buffer Shall be maintained from perimeter controls such as slit lance 5 In areas of disturbance that drain to a water body within too test, two rows of aIlt funds must be installed along the contour 6 Drainage structures must bs kept open and free of snow and ice darns 7 Sift fence and other practices requiring earth disturbance must be Imalbd 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 melt event, areas of disturbed soil must be stabilized at the end of each work day with the following exceptions • If no precipitation within 24 hours a forecast and work will resume In the same disturbed area within 24 hours, daily stabilization is not necessary • Disturbed areas that tolled and retain runoff, such as house foundations or open utility trenches 10 Prior to stabilization, snow or ice must be removed to less then 1 inch thickness 11 Use stone to stabilize areas such as the perimeter of buildings under construction or whore construction vehicle traffic is anticipated Stone paths should ba 10 to 20 foot wide to accommodate vehicular traffic, 10 Stabilize Sol l at Final Grade Purpose: Stabilizing the site with seed and mulch or erosion control matting when it reaches final grade b 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 conk of 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 adddlonal sediment and erosion control measures and will reduce the total disturbed are. For seeding and mulching rates, follow the specifications under Rule 8, Stabilizing Exposed Soil 11 Dewatenrg Activities Purpose: Treat water pumped tram dewatering activities so that it is clear when leaving the construction site Requirement. - Water from dewatering activities that flows off of the constructor site must be deer 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 weteways Remove accumulated sediment after the water has dispersed and stabilize the area with seed and mulch 12 Inspect Your Sffe Purpose - Perform site inspechom 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 after 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 the handbook In the event of a noticeable sediment discharge from the construction site, you must take immediate action to inspect and maintain existing erosion prevention and sediment control practices Any visibly d,e-I.,ed storm water runoff to waters of the State must be reported Forms for reporting discharges are available at www virwaterquality,org/stormwater him WOVEN WIRE FENCE (MIN. 14 GAUGE w/MAX W MESH SPACING) FILTER FABRIC TO BE POST MIRAFI 100X OR APPROVED EQUAL = POSTSPACING 2Y x zX wooD 2.5' % METAL POST 10' 1-A%4 WOOD 10' H� v- FILTER FABRIC TO BE CLIPPED, BACKFIFILLED AND TAMPED Si' BELOW GRADE STEEL OR WOOD STAKES NOTES: (SEE CHART AT RIGHT) 1 WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. WIRE FENCE REINFORCEMENT REQUIRED WITHIN 100 FT UPSLOPE OF RECEIVING WATERS 2 INSTALL MIRAFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN 3. 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. 4. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6", FOLDED AND STAPLED. SILT FENCE DETAIL N.T.S. E-- REVISED 09124/2014 PLASTIC ORANGE CONSTRUCTION FENCE WOOD POST -00 EXISTING GRADE 6 NATIVE MATERIAL p CONSTRUCTION FENCE DETAIL ra! NTS. ion E-W2 REVISED W/a1/2014 RECEIVED TiyljJHq@Y7EDINn Ir7MULCH Ci'" UriY i:-19ANCEORHAY BALES INSTALLED ON DOWN GRADIENT SIDE TEMPORARY STOCKPILE DETAIL y5 NTS i5 a. n[NaEO conk11— POSTS 1. BET POSTS AND ANGLE 10 EXCAVATE A 4"XS" UPSLOPE FOR TRENCH, SET POST STABILITY AND DOWNSLOPE. SELF CLEANING I Ili F� l- 2. ATTACH SILT FENCE AND EXTEND IT TO SILT THETRENCH. FENCE 3. STAPLE THE SILT COMPACTED FENCING TO THE SACKPILL END POSTS, EACKFILL TRENCH SILT FENCE CONSTRUCTION DETAIL N.T.S E-a.7 REVISE. ce/01,201A SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC. 10 MANSFIELD VWIV LME, SOUTH SURLWGTON, VT 05103 102-061-2:f2J rAx aQi wee, www.cw-N.can DFI GAC C@CUD ✓LM APPWVID BIG CLIENT: STEVENpROSEN O! EILEEN KOZEN-ROSEN 95 CENTRAL AVE. SOUTH BURLINGTON VERMONT 05403 PROJECT: ROSEN PROPERTY 95 CENTRAL AVE. SOUTH BURLINGTON, VT LOCATION MAP / SANDBAGS OR DATA CRCC111311, Rewmox CONTINUOUS BERM OF NOTE EQUIVALENT HEIGHT USE SANDBAGS OR OTHER 1 I APPROVED METHODS TO DIVERSION RIDGE REQUIRED TER SUPPLY WATER TO WASH CHANNELIZE RUNOFF TO WHERE GRADE EXCEEDS 2% GR� WHEELS IF NECESSARY BASIN AS REQUIRED 3 `- FILTER FABRIC ryp now � no SECTION A -A If T1- NOTES: a 3 A A 2"3" (1i0-75mm) COURSE i_ 1 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT i AGGREGATE MIN e" TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY EROSION (150mm) THICK REQUIRE TOP DRESSING. REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO HplTpit�o��y'��srL�g o TRAP SEDIMENT. CONTROL DETAILS 2 WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR 70 ENTRANCE ONTO PUBLIC RIGHT-OF-WAY & SPECIFICATIONS 3- WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH DIVERSION RIDGE CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT so, MIN. N- PLAN PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE N.T.S. DATE I OM1rING Nilllaaa SCALE NONE C2.0 PRW. No 08176 ki f 4" MIN. TOPSOIL � SOIL NOTES: FILTER FABRIC 1. PLANTING MIX SHALL HAVE A PH BETWEEN 6.2 AND 7.0 2. CONCRETE SAND AND PLANTING MIX SHALL BE"BUCKET TAMPED" ONLY. DO NOT OVER COMPACT 6"PERFORATED PVC (SLOPE TO YARD DRAIN) SEELANDSCAPE ARCHITECTURAL r PLAN FOR PLANTING PLAN AND E DETAILS 0 p ST-001 f 41 3" AVERAGE PONDING (W AT UPHILL END, 6' AT YARD DRAIN) U W OF 4" MINUS ROUNDED RIVER STONE 12" PLANTING MIX 80%SCREENED COMPOST 60% CONCRETE SAND (ASTM 33) IS- OF CONCRETE SAND (ASTM 33) 4" OF !Y," PEASTONE 20" OF %" DRAINAGE STONE TYPICAL BIOSWALE DETAIL N.T.S. REVISED 02/21/15 CONSTRUCT DIVERSION BERM FROM EXCAVATED TOP SOIL IV' MINUS ROUND STONE � EXISTING GRADE %" DRAINAGE STONE PERFORATED PVC PIPE (SEE PLAN) DRAINAGE GEOTEXTILE 24" MIN FOR UNDERDRAIN INFILTRATION TRENCH GRATE COVER IS REVERSIBLE; ONE SIDE STICKS OUT AS IS SHOWN ON THE RIGHT. ONE SIDE IS FLUSH AS IS SHOWN ON THE LEFT HEAVY DUTY PVC GRATE 7 OR APPROVED EQUAL ADAPTORS AVAILABLE 4"THRU IF 4"- IW INLINE DRAIN "IVY DUTY GRATE y 'X"ADAPTOR III 90' ELBOW DRAIN I / IN AND INLNE GRATE TEE DRAIN BYSNYLOPLASTIUSA , INLINE DRAIN SECTION INC. OR APPROVED EQUAL YARD DRAIN DETAILS N.T S. • 3:1 SIDE SLOPE MAX. TYP. NATIVE PLANTS PER LANDSCAPE 6"-1T' TVP ARCHOTECTfOESIGNER e PONDING DEPTH BERM AS NEEDED WIDTH (S' MIN.) COMPACT p STRUCTURAL FILL EXISTING GRADE e 2-3" MULCH / \ \ UNDISTURED NATIVE SUBGRADE Infiltration Rsln Garden Nobs • gnNot..: 1. Plant with plant. per landscape architect drawings. Native plants are preferred, because non-native and invasive spechte can reproduce downstream to damage habitat and change hydrology. R non -natives are Chown, be Sure that they will not damage downslraem waterways. Construction Notes: 2. Build and vegetate rain garden as early as possible to eM bil.h plantings before directing slormwaler runoff to it or divert stormwater wound facility. Preferably, this period would last a minimum of 3 months or per landscape architect/dswgner guidelines. 3. Infiltration areas (the area of the rain garden as defined by the top elevation of the facility) shall be fenced off from the first day of earth moving until project completion to prevent compaction of the subgrads, dirt tracking onto any layer of the facility, and stockpiling of construction materials that may clog the surface 4. During excavation of native Sells to the bottom of the facility, rainfall may cause flnes to :log the surface of the facility If this occurs during construction, hand rake the surface to . depth of 3 to reatore Infiltration capacity j RAIN GARDEN S N.T.S. i i aT-0.1, REVISED 2/03/2011 Dace„. EEQ 01 2017 City of So. Burlington e SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES INC. ,0M4NBRELD=4NE, SOUTHBURLMGTON, VT 054M /024a,-2W3 FAX a02 22 -Sub www cea H,com C0! Corr C =17- AW. Rr:ata RaeallVae DM[m GAC CHECXSD JLM A 111DaiO JLM CLIENT: STEVENpROSEN Q' EILEEN KOZEN-ROSEN 95 CENTRAL AVE. SOUTH BURLINGTON VERMONT 05403 PROJECT: ROSEN PROPERTY 95 CENTRAL AVE. SOUTH BURLINGTON, VT I I..J 1J U 111L11V U l U 1YI LOCATION MAP DATE CaaCaID aaTiS10N STORMWATER DETAILS DATA acA NONE PROGRESS PLANS 2/6/2017 rr 0] ND 08776 DRAMRfG ND1laRR C2.1 6m ,► W south" PLANNING & ZONING March 20, 2017 Re: #CU-17-01 — 95 Central Avenue Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent applications. 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, aymond J. B41air Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7016 3010 0001 1194 1672 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this day of F(�o . , 20L,L, a copy of the foregoing public notice for (a k 41 'hial L4 b_ - [type of application] # Cg - 1 :� - a 1-[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) �Iltvl�5'Lh i)t✓ -/ cthlv-al 71v�� s-o- 8VF 067 D3 4 /rtinc.. 13akvne-, 414 4 W �/rox ff� i1'i�d�)c.bvYv, mA o� 3�G Dated a6. AX✓J1 tan/city], Vermont, this hr day of e b rk 204 Printed Name: d A'u-K h J) 'PL V 1 S Phone number and email: 611,- / / �S- A 9-1-" e l ro "I h t,14 1141 d r3n Signature: / '-= -- Date: .Zo 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. I-2012 south h i a i-1 ng � 51 PLANNING & ZONING Permit # CA -A--./ (office use only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS 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 Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): Rosen Steven & Eileen, 3 Emerson Rd, Glen Rock, NJ 07452 (201) 618-3045 2) LOCATION OF LAST RECORDED DEED (book & page #) 3) APPLICANT (name, mailing address, phone, fax #) Rosen Steven & Eileen, 3 Emerson Rd, Glen Rock, NJ 07452 (201) 618 - 3045 vol. 820 / pg. 20 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): Chris Brown or Lauren Davis, Brown + Davis Design, 11 Winding Book Rd, Jericho, VT 05465 (802) 899 - 1155 a. Contact e-mail address: info@brownanddavis.com 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 5) PROJECT STREET ADDRESS: 95 Central Ave 6) TAX PARCEL ID #: 0330 - 00095 'n PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Renovation addition and site work to existing sinal family amily hour Extending_ driveway on east side of house to add a parking space & allow access to garage. New front entry porch. Extension of existing deck on west side to align with addition. Rebuild existing wood stairs to lake.(Existing retaining was & terraced landscape to remain un istur e . b. Existing Uses on Property (including description and size of each separate use): Sinqle familv residence c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): Single family residence d. Total building square footage on property (proposed buildings & existing building to remain): 1,550 s.f. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): Building height: 237'. Three floors including lower level, main floor & upper loft. f. Number of residential Units (if applicable, new units & existing units to remain): N/A g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): N/A Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 8) LOT COVERAGE a. Total parcel size: 10,610 Sq. Ft. b. Buildings: Existing _ Proposed 13 14.6 _% / 1,400 Sq. Ft % / 1,550 Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing 27.5 % / 2,920 Sq. Ft. Proposed 38.5 % / 4,090 Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) Existing 4.5 % / 480 Sq. Ft. Proposed 11.6 % / 1,230 Sq. Ft. e. Total area to be disturbed during construction: 4,090 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): $ 335,000.00 b. Landscaping $ 25,000.00 c. Other site improvements (please list with cost): Regrade front yard, drainage, crushed stone driveway: $15 000.00 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): 11) PEAK HOURS OF OPERATION N/A 12) PEAK DAYS OF OPERATION N/A N/A 13) ESTIMATED PROJECT COMPLETION DATE November 2017 14) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the 2plans � must be submitted. A subdivision application fee shall be paid to the Oity at the time 3 Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROP ERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17-06(13) of the South Burlington Land Development Regulations, is the responsibility ofthe applicant. After deeming an application complete, the Administratiti e Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate ofservice. 'Be sworn certificate of service shall he returncd to the City prior to the start of any public hearing. ) hereby certify that all the information requested as part ofthis application has been submitted and is accurate to the best of mN know ledge. SICiNA'I i ,,R1?"OF APPLICANT a rf Sl(--iNATUR1- 01' PROI'I RTY OWNER I'RIN'[ NAME Do not write below this line IAA IT 011 SUBMISSION: I have reviewed this application and find it to he: t)Wi1I,1;"1F. ❑ Incomplete Administrative Offi er Die applicant or pernrittee retains the obligation to icicntij�', apply, jor. and obtain relevant state perml.Is for 1his projec r Call i80 f .S-9-ih,ta to speak ►+ith the regional nal Pcrntil .Sp.ec•ialist. 4 Conditional Use / Vanance Miscellaneous Application Fonn Rev 12 2011 www.brownanddavis.com CITY OF SOUTH BURLITNGTQN CERTIFICATE OF SERVICE I hereby certify that on this .--day of rr_lo , . 20a- a copy of the foregoing public notice for � p i_ [type of application] # Cyl 1 -6 [application number]. was sent by US. 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 ftirther certify that this notification was provided to the following patties in accordance with 24 V.S.A. §4464(a) and Section 17,06(B) of the South Burlington Land Development Regulations: List of recipients: (fall names and addresses) i�- ) I -t- 11 q - V7— o 5-V P3 FW'- 4 /re-,ne— 73 v k i­tt4- , 41 C1 � w- J!�1;d4) r- 6 r,4o^4 0;23�4 V7- Dated a6 bx,-/ letU n/cityl, Vermont, this day of Printed Name: J)'VL'1!E Phone number and email: Signaturc: Date: Ae­ 1--e rlt--� Remit to: City of South Burlington Department or Plurnin-e & Zoning 575 Dorset Street South Burlington, VT 05403 'ZoAah fiw1ftion ';-r3rar. e ofservicy Form. Rev, 1-2012 0) Lindsey Britt From: Lauren Davis <lauren@brownanddavis.com> Sent: Monday, February 27, 2017 8:09 AM To: Lindsey Britt Cc: Chris Brown Subject: Re: 95 Central Ave S. Burlington Hi Lindsey, The existing house, roof and deck footprint: 1,460sf. Proposed house, roof, deck and steps: 1,700sf. Best, Lauren brown + davis design 11 winding brook road Jericho, vt 05465 802 899 1155 (office) 802 233 3143 (cell) www.brownanddavis.com On Feb 24, 2017, at 3:48 PM, Lindsey Britt <> wrote: Hi Lauren, I'm reviewing the application for 95 Central Ave in S. Burlington and had a question. In the documents submitted, namely the site plan, there is box which lists out coverages. It lists "Existing house and roof coverage (footprint)" and "Existing Deck, patio and driveway coverage" and it does the same categories in the proposed section. The footprint calculation should include the deck (not patio and driveway, just decks). Could you provide me with both existing and proposed footprint calculations with decks being part of that number? Thank you, Lindsey Britt, MRP Development Review Planner 802-846-4138 Ibritt@sburl.com Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 www.sburl.com Lindsey Britt From: Sent: To: Subject: The landscaping is fine Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(o)sbu rl. com Craig Lambert Monday, February 27, 2017 7:21 AM Lindsey Britt RE: 95 Central Ave. plans 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: Lindsey Britt Sent: Friday, February 24, 2017 4:04 PM To: Justin Rabidoux <jrabidoux@sburl.com>; Dave Wheeler <dwheeler@sburl.com>; Craig Lambert <clambert@sburl.com> Subject: 95 Central Ave. plans Hi, Please see the attached emails (which contain PDF attachments) pertaining to home addition at 95 Central Ave. It would be great if comments could be returned by next Thursday morning (3/2), but totally understandable if that is too short notice. If you think you'll need more time to prepare comments it would be helpful if you could let me know that by this Tuesday. Thanks, Lindsey Britt, MRP Development Review Planner 802-846-4138 Ibritt@sburl.com Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 www.sburl.com ray From: Lauren Davis <lauren@brownanddavis.com> Sent: Tuesday, February 07, 2017 12:46 PM To: ray Cc: info@brownanddavis.com Subject: Re: 95 Central Avenue Application Ray, 150 s.f. of additional footprint is being added to the building. 1,249 s.f. of gross floor area will be added. Best, Lauren brown + davis design 11 winding brook road jencho, vt 05465 802 899 1155 (office) 802 233 3143 (cell) www.brownanddavis.com On Feb 7, 2017, at 10:24 AM, ray <ra a sburl.com> wrote: Lauren, Can you tell me how many sq. ft. of additional footprint to the building is being added and if different, how many sq. ft. of gross floor area will be added? 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 us immediately by return email. Thank you for your cooperation. n brawn + dcvis February 2, 2017 95 CENTRAL AVE. PROJECT SUMMARY SITE DESCRIPTION: The site is 10,610 square feet in size, located on the west side of Central Avenue. The site slopes down to the shore of Lake Champlain. There are a series of concrete retaining walls located between the house and the lake, creating terraces that step down from the house to the lake. These retaining walls were constructed in 1998 in response to flood damage occurring that year. There is mature vegetation on these terraces that will remain. These walls appear to be stable and there is no indication of movement or settling of these walls. There will be no work done to these walls during this project and the walls will not be disturbed in any way during the construction of this house renovation. The existing brick paver driveway will be removed and replaced with a permeable crushed stone driveway. There will be an additional parking space added on the southeast side of the house. Civil Engineering Associates has prepared an erosion control plan for use during construction as well as a storm -water drainage plan. These will be used to control site water runoff during and after the period of construction to minimize damage to the hillside and drainage into the lake. The parts of the property immediately surrounding the house (areas disturbed during construction) will be landscaped with plantings as proposed in the planting plan prepared by landscape designer Ashley Robinson. HOUSE DESCRIPTION - The project scope includes the renovation of the existing house along with a 12'-0" addition to the south end of the house. As part of this project, the original garage will be renovated back into a one -car garage on the north end of the house. There will be a new master bedroom and loft space added on top of the garage on the north end of the house. The new roof will be a shed roof, sloping down from the north end of the house to the south end. This roof slope roughly follows the slope of the site The ground floor of the house has a walk -out level on the south and west sides. The existing wood deck on the west side of the house will be re -built and extended to the south to align with the end of the addition (the new deck will not extend towards the lake beyond the edge of the existing deck). There will be a new covered entry porch on the east side of the house. ARCHITECT: Brown + Davis Design Contact: Chris Brown, 899-1155 (office), 598-6367 (cell), Lauren Davis, 899-1155 (office), 233-3143 (cell), CIVIL ENGINEER: Civil Engineering Associates, Inc. Contact: Jack Milbank, 864-2323 x 315 (office), _ Greg Carter, 864-2323 (office), LANDSCAPE DESIGNER. Ashley Robinson Landscapes Contact: Ashley Robinson, 922-1924, OWNER: Steve Rosen, 201-618-3045 (cell), steven_rosen@hotmail.com Eileen Kozin, eileenkozin@gmail.com brown + davis ROSEN KOZIN LOCATION MAP & LIST OF ABUTTERS 95 Central Ave, South Burlington, VT 1540 01195 94: Ellen Kirschner, 94 Central Ave, S. Burlington, VT 05403 96: Fire District #1, Queen City Park, S. Burlington, VT 05403 97: Bourne Gary J. & Irene E, 414 W Grove St., Middleboro, MA 02346 theOther Paper • otherpapervt.com • February 16, 2017 • 19 k3 flu, bilc�N-0tices ood, from a clean, pet -free, -free home, bought at Mod- �sign, 52"wX 22"dX15"h, nt condition, photos avail- )5. 802-862-4629. (02/09) .ITY SCOOTER: Pride mo- 'ictory 9 scooter, used one �r only, call -for more infor- i, asking $1000 OBO. 802- 32. (02/16) ;R TIRES: Toyo brand, used irolla for 3 years, great tread, Jo phone calls, tires can be L 303 Limekiln Rd, unit 11. 1 BLOWER: 3-year-old Troy nowblower. Paid $600 new, $300.802- 660-7933. (02/ 16) ivertising ,all Tudy 864-6670 --——— — — — — —, 1 gents. the P low 1 s for ITEMS FOR SALE, 1 JND ITEMS, LOST ITEMS and ; ?ks free of charge, 1 1 REAL ESTATE zks payable to 1 d at the bottom of this form. 1 1 e submit this amount) 1 payment must be received 1 ided in the next issue. PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday March 7, 2017 at 7:00 P.M. to consider the following: Conditional use application #CU-17-01 of Steven & Eileen Rosen to:1) expand the footprint of an existing single family dwelling from 1,400 sq. ft. to 1,550 sq. ft., 2) add a front entry porch, 3) extend deck, and 4) reconstruct stairs to lake, 95 Central Avenue. Preliminary & fmal plat application #SD-17-03 of Snyder -Braverman Development Company, LLC to subdi- vide a 5.15 acre parcel into three (3) lots ranging in size from 12,589 sq. ft. to 183,150 sq. ft., 6 Market Street. Bill Miller, Chair South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participa- tion in the local proceeding is a prerequisite to the right to take any subsequent appeal. February 16, 2017 _. LAJ L� 0 P L�LI I= al I Ai_ n ' by Lakefront family compound on 1.4 acres. Almost 600 ft of lakeshore with views to the W, Adirondacks, N and E. Master bedroom w/ bath & WI closet. 2 acid'I bdrms & bath. Lg living rm w/ fireplace. Tennis court. Cottage w/ kitchen, 2 bedrooms, bath & deck. Spa cottage w/ bedroom, sauna and rear deck with hot tub. VOGEL, Otty Robert Otty, agent 95 Central Avenue Area zoned R-4 District. Section 18.00 Dimensional requirements, minimum lot size for two- family dwelling 12,000 square feet with 85 foot frontage. Existing lot contains 10,190 square feet with 77 foot frontage. Request to convert existing single-family dwelling into two family dwelling. Alterations involves converting a studio into a kitchen and half of existing garage into living area. City of South Btirlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 December 27, 1988 Mr. Robert Vogel 80 Austin Drive *292 Burlington, Vermont 05401 Re: 'Zoning application Dear Mr. Vogel: ZONING ADMINISTRATOR 658-7958 Be advised that the South Burlington Zoning Board of Adjustment will hold a public hearing at the City Municipal Offices, Conference Room, 575 Dorset Street on Monday, January 9, 1989 at 7:00 P.M. to consider ,your request for a zoning variance. Please plan to attend this hearing. Very truly, Richard Ward, Zoning Administrative Officer RW/mcp 1 Encl sOVtM Sul NO 7aGEM ZpN with the 1n °C� f CIwPnrq 5o�t�'lotions ; R ` T'ti�iin9,u�ttMnt twth'1 d 1'Kddhe°n�uniclp° 1,°1d obi eren�e RSo�" OS, G� StAet' t °n 575 gorse Vetm°n j969 e�rlin9ton �cnw cSider the Mo^d°Op P.M ItobOO °t 7`viuWs So110 oSq 0 nd i1,•• ls.00.nhe kOm �nf eme^ri, iwtpl borlisnis Or Outing eXis S. on r too d Ne11,n9 on 'no lot N-SO �'H e1111% ° 'sceore 1wO_S_a�,tyz' 10,1 k«aope' ot 95 Ce VjOrd 1',ve 100 • --�se Z DKe"r°er 5UU`1'H BURL1NGTUN ZUNING 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 Monda Day of week January 9, 1989 at 7:00 P.M. to consider the following: (month and date) Time Appeal of Otty and Robert Vogel seeking a variance from Section Section 18.00, Dimensional reauirements of the South Burlington Regulations. Request is for permission to convert an existing single-family dwelling into a two family dwelling on a lot containing 10,190 square feet with 77 feet frontage, located at 95 Central Avenue. Richard Ward, Zoning Administrative Officer December 24, 1988 b City of South Burlington JJ99 Application to Board of Adjustment 62 Date Applicant 0// Y LAddress Owner./le see agent �%%z, SD.1 ,UU/L/�ardk Telephone # oGZ Landowner Official Use APPLICATION # c7 _ �G HEARING DATE /` �'� / FILING DATE /2—/5- '88 FEE AMOUNT 90 6�—o oaL Address Tel # Location and description of property s1Ao6ZZ:-1W 1Z-X Type of Office application (check one ( ) appeal from decision of Administrative ) request for a conditional use (X) 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 advertisment 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. Provisions of zoning ordinance in question ��� �CL� XX11 /%-1-=7/7%-Z1,109 7> ZtI -Z1 /1e6 U1(117- Reason for appeal eq-S er r477E'T Z c_ %2 1) e� L The owner or applicant should submit along with th s application (8 copies) plans, elevations, landscaping diagrams (drawn to scale) traffic data and any other additional information which will served as support evidence �t�o �jthe Board. Hearing Date Signature of Appellant, Do not write below this liney/ ----------------���-�����--������------------�.��----���---- -- -.., C--------------- SOUTH BURLINGTON ZONIVG 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 Office , Conference Room, 575 Dorset Street, South Burlington, Vermont on Day of we Ldll-1 �' ` i f+� at 7 �� to consider the following: ( month a d dattie)j,. "I , Time . Appeal of V -I , - seeking a �lilI4t- 0 c from Section 6Ce� Uc� of the South Burlington Regulations. l Request is for permission to �[ VC-4 ��,�` i,,,4c,/ .I,� , �•t,+ ,�a �..... ,ram^ u r A G E N D A South Burlington Zoning Board of Adjustment City Hall Conference Room 575 Dorset Street South Burlington, Vermont Regular meeting @7:00 P.M. Monday, January 9_ 1989 1) Appeal of Otty & Robert Vogel seeking a variance from Section 18.00 Dimensional requirements. Request is for permission to convert an existing single-family dwelling into a two-family dwelling on a lot containing 10,190 square foot with 77 feet frontage, located at 95 Central Avenue, Q.C.P. 2) Minutes and findings December 12, 1988. Respectfully submitted, Richard Ward, Zoning Administrative Officer /- �I'E� Z' e-7 6JI vv v L-� `/Ll ���•�-'��LC��-�' �J?�G L�"Z�' _ . 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Mm 01471 To order PHONE TOLL FREE I • E00-225 6380 r-eperty Description A Analysis UNIFORM RESIDENTIAL APPRAIS `' L REPonT File ly• I rop_e_rIy,Address 95 Queen City Park Census Tract 0(),'r-04-33 LENDER UISCREII( 'ARY USE Sale Price $ Date Mortgage Amount Mortgage Type Discount Points awl Other Concessions Paid by Seller $ _ _ City S. Burlington County Chittenden State VT Zip Code 05,103 Legal Description V. 56, P.489, Town Records Ovfner;Occupanl Vogel, Maria Map Reference 045 Sale Price $ Date of Sale PROPERTY RIGfOS APPRAISED © Fee Simple FILeasehold Condominium (HUD/VA) De Minimis FUD Loan charges/concessions to be paid by seller $ R E Taxes $ 1429.70 Tax Year 88-89 HOA $/Mo. Lender/Client Source LOCATION ❑ Urban ❑x Suburban Rural NEIGHBORHOOD ANALYSIS Good Avg Fair Poor BUILT UP ❑x Over 75% ❑ 25-75% ❑ Under 25% Employment Stability 111 ❑ L] ❑ GROWTH RATE ❑ Rapid N Stable ❑ Slow Convenience to Employment ❑ [X] U U PROPERTY VALUES ❑ Increasing N Stable ❑ Declining Convenience to Shopping ❑ I ❑ ❑ DEMAND/SUPPLY ❑ Shortage ❑x In Balance ❑ Over Supply Convenience to Schools ❑ -XI x❑ ❑ ❑ MARKETING TIME x Under 3 Mos. n 3-6 Mos. Over 6 Mos Adequacy of Public Transportation ❑ x❑ ❑ ❑ PRESENT LAND USE % LAND USE CHANGE PREDOMINANT SINGLE FAMILY HOUSING Recreation Facilities U ❑ ❑ ❑ Single Family 95 Not Likely ❑x OCCUPANCY PRICE AGE Adequacy of Utilities 2-4 Family 5 Likely ❑ Owner 0 $(000) (yrs) Property Compatibility ❑ E x❑ ❑ [1 01 ❑ F I Multi -family In process 0 Tenant ❑ 60,000 Low 12 Protection from Detrimental Cond ❑ x[] D i_] 75,000High 80 ^elite & Fire Protection Commercial To: Vacant (0-5%) ❑190,000 Elx❑ El El (over 5%) Predominant i '' ,neral Appearance of Properties ❑ U ❑ ElVacant ElVacant - 60 = 'tppeal to Market F1 x Note. Race or the racial composition of the neighborhood are not considered reliable appraisal factors COMMENTS: Subject property is located in established neighbor:,00d located near Lake Champlain & Red Rocks Park. Some of the houses are on lake frontage, some have lake views and access. Neighborhood going through upgrading change. Dimensions 77.2 W38xl34x lake frontage to low water mark. Topography slope to Size 77x135 lake _ Site Area 10,39-5- SF Corner Lot no Zoning Classification Rl-PL)D-Residential Zoning Compliance yes _ Shape _rectangular _ HIGHEST & BEST USE: Present Use X Other Use Drainage _adequate View - lake & Mt. UTILITIES Public Other SITE IMPROVEMENTS Type Public Private Electricity Ox Street paved ❑x ❑ -good Landscaping _good Gas ❑ Curb/Gutter no ❑ ❑ Driveway moved Water Fx Sidewalk no ❑ Apparent Easements no Sanitary Sewer ❑x Street Lights yes [] FEMA Flood Hazard Yes' No X Storm Sewer x Alley FEMA' Map/Zone COMMENTS (Apparent adverse easements, encroachments, special assessments, slide areas, etc.): No adverse conditions noted. Site is well landscaped with steep bank to lake frontage (accessible via steps). Rip -Rap seawall along lake front. Mature trees & plantings on site. GENERAL DESCRIPTION EXTERIOR DESCRIPTION FOUNDATION BASEMENT INSULATION Units 1 Foundation CB Slab no Area Sq. Ft 672 Roof 6" ❑ Stories 1 Exterior Walls Cedar Shake Crawl Space no % Finished 100 Ceding F-1 Type (Det./Att.) det. Roof Surface A/S Basement full -walkout Ceiling drywall_ _ Walls 4" ❑ Design (Style) ranch Gutters & Dwnspts. alum. -front Sump Pump no Walls drywall Floor [] Existing yes Window Type crank -exit Dampness no Floor carpet None ❑ Proposed no Storm Sash no Settlement no Outside Entry yes -on_ Adequacy avg . ❑ Udder Construction no Screens yes Infestation no grade Energy Efficient Items: Age (Yrs.) 26 Manufactured House _ Effective Age (Yrs.) 10 ROOMS Foyer Living Dining Kitchen Den Family Rm. Rec. Rm. Bedr J • # Baths .5_ 1 Laundry - (11'ler -- — Area Sq. Ft. —672____ Basement 1-- --1 1 — _ -- Level 3 Level 2 _ _ Finished area above grade contains: 3 Rooms; 3 Bedroom(s I Ba_lh(s), fi72 Squa10 IMPROVEMENT ANALYSIS Feet Good of Gross Living Avg Fair Area Poor SURFACES Materials/Condition HEATING KITCHEN EQUIP. ATTIC Floors car et vin 1 Walls drywall Type hot ai Fuel oil Refrigerator ® Range/Oven ❑x None [:x] Stairs ❑ Ouality of Construction Condition of Improvements L'_tl LXJ ❑ ❑ ❑ ❑ ❑ ❑ Trim/Finish average Bath Floor tiles Condition avg. Adequacy avg, Disposal ❑ Dishwasher ❑ Drop Stair ❑ Scuttle ❑ I Room Sizes/Layout Closets and Storage ❑ ❑ [I U [] U ❑ ❑ Rath Wainscot CT COOLING Fan/Hood Ox Floor ❑ Energy Efficiency ❑ Ex ❑ ❑ Doors hollow core Central Other Ci7ndrtf JR Adequacy Compactor ❑ Washer/Dryer❑ Imulunavu - �t Intercom F1 Heated ❑ Finished [] [ j Plumbing -Adequacy & Condition Flectrical-Adequacy & Condition , idnzi i Cabinets -Adequacy Compatibility to Neighborhood Appeal & Marketability Estimated Remaining Economic Ldn ❑ ❑ ❑ Lx] L] LXI [_] [] ❑ L] [] 35-40 ❑ L-1 ❑ ❑ Yrs Fneplace(s) 1 - LR # 1 CAR STORAGE: Garage x No Cars 1 Carport [] Attached x Detached ❑ Adequate © Inadequate ❑ House Entry ❑ Outside Entry ❑ Condition None Built -In Electric Door Basement Entry Estimated Remaining Physical Life N/A Yrs Additional features. Deck off 1st floor bedrooms with lake view. Depreciation (Physical, functional and external inadequacies, repairs needed, modernization, etc.): No physical, functional or external inadequacies noted. No repairs or modernization noted. Subiect is well maintained interior & exterior. General market conditions and prevalence and impact in subject/market area regarding loan discounts, interest buydowns and concessions 1rarket_eondition. { in area are average. Interest rates remain stable. Buydown_s, discounts. etc., are -not -prev elent & should not impact subject value. i I`A.: Form 70 10,86 12Ch CL Forms and Worms Inca 315 Whitney Ave., New Haven, CT 06511 243-4,-15 Item N11 1 71U o❑u.� 1.1ae f"Trn 1, t L Valuati... ";:ction UNIFORM hESIDENTIAL ,AISAL REPORT File No. Purpose of Appraisal is to estimate Market Value as defined in the Certification & Statement W Limiting Conditions BUILDING SKETCH (SHOW GROSS LIVING AREA ABOVE GRADE) ESTIMATED REPRODUCTION COST -NEW -OF IMPROVEMENTS: i It r.,r Fi. ,Mii M.rc or Fannie M.. ,how only square foot calculations and co,i .tpproach comments in this space Dwelling 672 Sq. Ft. ® $ 62 _ $ 41 664 - 672 Sq. Ft. @ $ 40 = 26,880 Extras appliances = 1,200 Special Energy Efficient Items = Porches, Patios, etc. deck = 1,500 Garage/Carport 288 Sq. Ft. Q $ 13 = 3,744 ! Total Estimated Cost New ....................... _ $ 74,988 _ _ 24 x 28 x 1 = 672 Physical Functional Exhimal Less 1 Depreciation 8 500 = $ 8,500 I • Depreciated Value of Improvements .............. = $ 66,488 ! Site Imp. "as is" (driveway, landscaping, etc.) = $ 12,000 ESTIMATED SITE VALUF ......... $ 100,000 (If leasehold, show only leasehold value.) INDICATED VALUE BY COST APPROACH .. = 178,488 (Not Required by Freddie f.i.tc and Fannie Mae) Construction Warranty ❑ Yes ❑X No Does property conform to ,.dPlicable HUD/VA property standai3O ❑ Yes ❑ No Name of Warranty Program If No, explain Warranty Coverage Expires The Lind,[` rgned has recite.! it recent sales of properties mot imilar and proximate to subject and has considered these in the market analysis The description includes a dollar "llustment. reflecting market ::action to those item.c s of significant ation between the subject and comparable properties If a significant item in the comparable property is supenoi to or moe favorable Ihrn ., e subject property, d nunus (—) a,i, iment is made, thus reducing the indicated value of subject, if a significant item in the comparable is inferior to, or leas favorable than, thu : , i.:..l i,,cperty a plus (+) adjustment nade, thus increasing the indicated value of the subject ITEM SUBJECT C(;r.1,,1RABLE NO. 1 COMPARABLE NO. 2 COMPARABLE NO 3 95 Queen City 80 Central Ave. 62 Central Ave. 11 Pavillion Ave. Address Pk.,S.Burlingta, S . Burlington S . Burlington S . Burlington Proximity to Subject lEiiiiiiiiiiiiiiiiiiiiiillillillI same same same Sales Price $ $ 116 500 $ 114.000 $ 124 900 Price/Gross Liv. Area $ $ 77.66 $ 60.38 01111111111111111111110 $109.75 0111. j Data Source inspection ins ection MLS ins ection MLS DESCRIPTION + (-) $ Adjustment ins ection MLS _ DESCRIPTION + (-) $ Adjusiminl VALUE ADJUSTMENTS DESCRIPTION DESCRIP-1i, i) + (-) $ Adjustment Sales of Frlanang I _ r Concessions none none none Date of Sale/Time current 8 87 450,000 10 88 11 88 Location food _ same same same Site/View 70' LF/ ood 40' LF ood ;+20 000 66x100 ;+75 000 75x80 av . ;+75 000 Design and Appeal hill ranch/avg. Ganbrel/avg. hill ranch/avg. 1% story Quality of Construction good avg. good avg. Age A26 E10 A43 E25 :+10 000 A19 E10 A60 E20 :+ 5,000 Condition -good av . ;+ 3,000 av . ;+ 3,000 good Above Grade lul.d Bdrms Baths Total i Bdrms i Baths Total i Bdrms i Baths Total i Bdrms i Baths Room Count 3 3 1 7; 3 1 4 2 1 1 5 3 1 (Toss Living Area 6_72 Sq Ft. 1500 Sq Ft. : -12 500 1056 Sq. Ft. - 5,800 1138 Sq Ft. I- 7,000 Basement & Finished LR-DA,kitchen full, unf. . �+ 8,000 832sf down ;- 2,000 full, unf. . + 8,000 Rooms Bel6w Grade 672sf, .5 bath ;+ 500 1 bath ;— 500 ;+ 500 Functional Utility avg . avg. avg . avg. Heating/Cooling OHA/none OHA/none OHA/none OHW none Garage/Carport 1—car/att. 1—car/att. 1—car att. sm. deck 2—car det. — 3,000 porch Porches, Patio, deck J porch Fools, etc patio i+ 1,000 :+ 1,000 Special Energy Efficient Items none none none none :+ 2,000 Range, ref. ; ' none none ;+ 2, 000 Range, ref. Fireplace(s) 1 - LR 1 — LR Other (eg kitchen RUHF, Ref . Range, --f . { equip, remodeling) NO Adl (total) 11, + —:$ 80,000 + —'$ 72,700 + + — $ 80,500 _� Indicated Value ' of Subject 1 I]' I $ 96,500 1111�1111$ 186,700 $ 205,400 Comments on Sales Comp�.iison. Comps 1, 2, & 3 sales in same location as subject. Comp. #1 — old sale on 40'LF - lakefront appreciation approximately 35% in 1987 to 1988. Carps 2 & 3 recent sales, same lo- cation, no lake frontage. Carp. #2 most similar design, size & age. See Addendm. INDICATED VALUE BY SALES COMPARISON APPROACH ....... . .................................................................. ........ $ 188,000 JJ INDICATED VALUE BY INCOhrt APPROACH (If Applicable) Estimated Market Rent $ /Mo. x Gross Rent Multiplier = $ This appraisal is made [N "as is" ❑ subject to the repairs, alterations, inspections or conditions listed below ❑ completion per plans and specifications. Comments and Conditions (4 Appraisal: No conditions apply. Final Reconciliation Market Data felt to be best indicator of Market Value. Cost Approach value indicated $178,500. This appraisal is based up(, i the above requirements, the certif,, ition, contingent and limiting conditions, and Market Value definition that are stated in I ] FmHA, HUD &/or VA i.,structions Freddie Mac Form 43u tRev 7/86)/Fannie Mae Form 10613 (Rev. 7/86) filed with client 11/19 19 88 ❑attached, I (WE) ESTIMATE THE MAirKET VALUE, AS DEFINED, OF lirL. SUBJECT PROPERTY AS OF 11/4 19 88 to be $ 188, 000. I (We) certify. that to the b:, t of my (our) knowledge and bell,.i the facts and data used herein are true and correct; that I (we) personally inspected the subject property, both inside and out, and hz,.;; made an exterior inspection of „u comparable sales cited in this report, and that I (we) have no undisclosed interest, present or prospective ' �illelc;ln / Appiaiser(s) SIGNATURE Lw (� 1� �( c c, ,1_ Review Appraiser SIGNATURE ❑ Did ❑ Did Not r� - NAMF Diane Weisburgh (if applicable) NAME Inspect Property 1-1. : i,° f 1 u I ,Lin r'n 10; big 12, h Forms and Worms Inc,' 315 Whitney Ave., New Haven, CT 06511 1(800) 243-4545 Fannie Mae Form 1004 1ll tit 1 PHOTOGRAPH ADDENDUM Borrower/Client Rob Vogel Property Address 45 ()13een ci tit- Park City S. $urlington County ('hi ttpnelen State VT Zip Code 051103 Lender FRONT OF SUBJECT PROPERTY REAR OF SUBJECT PROPERTY STREET SCENE ❑ ADDITIONAL PHOTOGRAPHS ON REVERSE SIDE FW 90AS EG 01984 Forms and Wormse Inc. 315 Whitney Ave. New Haven, C1 06511 Ail Rights Reserved 1 (800) 243-4545 Item M 1 14500 ��-y vo6Ez .SWWZl3,(/12�1/E ,wig Y 04 pr I � "It iSr G 2)1w-Ze 5 N � �C i 2SI P//Vk" so. SS ' Y AS)y.4'L r 4-&mrrzgZ Avg -77.z',X1'?.oAvr"F