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SWPPP FULL ATO WATER MANAGEMENT REPORT and STORMWATER POLLUTION PREVENTION PLAN NARRATIVE NY DEC G, - 15�-002 Prepared for: Dale Baldwin Shake, Rattle & Roll Restaurant & Ice Cream & Fruit & Vegetable Stand Building Corner of NYS Rt. 149 & NYS Rt 9L Tax Map # 279.-1-50 Town of Queensbury Warren County, New York Prepared by: Hutchins Engineering 169 Haviland Road Queensbury, NY 12804 July 12, 2016 CERTIFICATION STATEMENT To be signed by contractors performing the site construction. I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES") general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I ama aware that there are significant penalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations. Name: Company: Title: Signature: Date: Each Sub-Contractor or additional Contractors completing site work must also sign below: Name: Company: Title: Area of Work & SWPPP Responsibilities: Signature: Date: Name: Company: Title: Area of Work & SWPPP Responsibilities: Signature: Date: TABLE OF CONTENTS 1.0 PROJECT DESCRIPTION .............................................................................. 1 2.0 EXISTING SITE CONDITIONS ........................................................................ 1 3.0 PROPOSED DEVELOPMENT .......................................................................... 2 4.0 PROPOSED STORMWATER MANAGEMENT ................................................... 2 5.0 NYSDEC REQUIREMENTS ........................................................................... 3 5.1 Water Quality Volume .......................................................................... 3 5.2 Runoff Reduction Volume ..................................................................... 4 5.3 Site Planning for Green Infrastructure Practices ......................................... 4 5.4 Green Infrastructure Techniques for RRv ................................................. 4 5.5 Runoff Reduction Volume Practices for Project ............................................... 5 5.6 Channel Protection Volume ........................................................................ 5 5.7 Overbank Flood Control ............................................................................. 6 5.8 Extreme Storm Control .............................................................................. 6 6.0 TOWN OF QUEENSBURY REQUIREMENTS .......................................................... 6 7.0 ENDANGERED SPECIES .................................................................................... 7 8.0 ARCHAEOLOGICAL RESOURCES & HISTORIC PLACES ......................................... 7 9.0 CONSTRUCTION PHASE EROSION PRACTICES ................................................... 7 10.0 TEMPORARY EROSION & SEDIMENT CONTROL MEASURES ................................. 7 11.0 CONTROL OF LITTER, CONSTRUCTION DEBRIS & CONSTRUCTION CHEMICALS 8 12.0 SEQUENCE OF CONSTRUCTION ........................................................................ 8 13.0 MAINTENANCE OF TEMPORARY EROSION & SEDIMENT CONTROL DEVICES 8 14.0 OPERATION & MAINTENANCE PLAN ................................................................... 8 15.0 PERMANENT EROSION CONTROL ...................................................................... 9 1.0 PROJECT DESCRIPTION The project consists of the construction of a 2800 SF car-hop style restaurant with 58 interior seats, 24 patio seats, 12 counter seats and 13 car-hop drive-in spaces. In addition a 2500 SF fruit & vegetable stand building will constructed, along with associated utilities, drives, parking, on-site water supply, wastewater systems, landscaping and stormwater management. The parcel is vacant and comprises 24-acres at the southwest corner of State Rt. 149 and State Rt. 9L in the Town of Queensbury, Warren County, New York. Project disturbance totals 3.8- acres. 2.0 EXISTING SITE CONDITIONS The project site was previously cleared, filled and regraded and is now a vacant field, with a 2- 3% north to south slope. Site soils are mapped as Oakville loamy fine sand, HSG-A which are deep, well drained sandy soils on outwash plains. Several deep soil test pits encountered fine and medium sands with traces of silt. Drainage design 12oinits The site is broken into one drainage design points: 1 L - Runoff to South Design St m I ts: 1-year, 24hr, Type-II distribution, 2.1" 10-year, 24hr, Type-II distribution, 3.6" 50-year, 24hr, Type-II distribution, 4.8" 100-year, 24hr, Type-II distribution, 6.0" o Calculated Sto rmwater Runoff to South-1 L xistinq Conditions �....._ _...... ^^^^.. 1-year design storm (2.1") 0.01 CFS 0.006 acre-feet 10-year design storm (3.6") 1.53 CFS 0.121 acre-feet 50-year design storm (4.8") 5.27 CFS 0.289 acre-feet 100-year design storm (6.0") 10.04 CFS 0.504 acre-feet 3.0 PROPOSED DEVELOPMENT Proposed Conditions Summary Total Project Site Area: 24.04 Acres Building Coverage: 6050 SF Walks, Drives & Parking Areas: 42,270 SF Total Impervious: 48,320 SF Project Disturbance: 3.8 Acres 4.0 PROPOSED STORMWATER MANAGEMENT As this is a commercial project with soil disturbances exceeding 1-acre, NYSDEC SPDES requirements for stormwater discharges from construction activities in accordance with GP-0- 15-002 must be applied to the project. Specifically, a Stormwater Pollution Prevention Plan including post-construction stormwater management practices must be developed and implemented. Runoff from the buildings, parking and sidewalk areas will flow through vegetated swales which will be constructed adjacent to the respective parking areas and into a series of shallow vegetated pretreatment areas. The series of pretreatment areas will outlet to the south and into a vegetated infiltration basin with a subsurface infiltration bed with Cultec chambers. An infiltration rate of 10-inches per hour is utilized for the infiltration basin and subsurface infiltration bed. Runoff calculations have been prepared utilizing SCS TR-20 methodology and HydroCAD analysis software for the 1-year, 10-year, 50-year, and 100-year Type-II simulated rainfall distributions. Criteria utilized in the analysis are summarized as follows: Design rm Eve 1-year, 24hr, Type-II distribution, 2.1" 10-year, 24hr, Type-II distribution, 3.6" 50-year, 24hr, Type-II distribution, 4.8" 100-year, 24hr, Type-II distribution, 6.0" Developed Conditions Calculated Stormwater Runoff to South - 1 L 1-year design storm (2.1") 0 CFS 0 acre-feet 10-year design storm (3.6") 0 CFS 0.001 acre-feet 50-year design storm (4.8") 0.03 CFS 0.018 acre-feet 100-year design storm (6.0") 0.47 CFS 0.053 acre-feet The developed site has been modeled as a series of subcatchments (drainage areas) and ponds, as shown on the HydroCAD drainage diagram. Full results of stormwater runoff computations are attached to this report. 5.0 NYSDEC REQUIREMENTS 5.1 Water Quality Volume The water quality volume (WQv) as required by NYSDEC is designed to capture and pre-treat the 90% rainfall event and is calculated as a function of the impervious areas of the drainage subcatchments for the project site. The existing off-site impervious areas are not considered in the water quality volume calculations; the water quality volumes for the respective subcatchments and how these are managed is summarized as follows: .... ...... otchrnent WQv_ IquiLed Provid -d L titan 1S - Northerly Portion 2010 CF 2200 CF+ @ El. 414 1 P-Front Pretreatment area 2S - Northeasterly 835 CF 960 CF+ @ E1. 410 2P-Easterly Portion Pretreatment area 3S - Southeasterly 2285 CF 2365 CF+ @ EI. 409.3 3P-Southerly Portion Pretreatment area Total WQv required: 5230 CF Total WQv provided: 5525 CF+ (Infiltration Rate > 5 in/hr) 5.2 Runoff Reduction Volume Runoff Reduction Volume (RRv) as required by NYSDEC prescribes the design goal to reduce the Water Quality Volume through the allowable standard and green infrastructure practices. The minimum RRv requirement is calculated as a function of the 90% rainfall event, the soil Hydrological Classification and impervious cover; the existing off-site impervious areas are not considered in the RRv calculations. RRv = P x 0.95 x S x (Ai/12) = 1.2" x 0.95 x 0.55 (A-soils) x (1.1 ac/12) Minimum RRv required: 2505 CF 5.3 Site Planning for Green Infrastructure Practices NYSDEC requires that Planning Practices for Preservation of Natural Features and Conservation be considered and evaluated for the project layout and stormwater management practices. Specifically these six practices are evaluated as follows: 1. Preservation of Undisturbed Areas The majority of the project site has been previously cleared and regraded, thus there are no significant undisturbed areas which can be preserved. 2, Preservation of Buffers A wooded buffer south of the project site will be maintained. 3. Reduction of Clearing and gradin As the majority of the parcel has been previously cleared and regraded, minimal clearing is required for the project. The building and parking elevations have been designed to balance the cuts and fills in a manner which will blend with the existing grades in an attractive manner. 4. Locating Development in fess Sensitive Areas There are no environmentally sensitive features within the project site. 5. Open Space Desiqn Open space design is generally associated with residential subdivisions of land, not with intensive, commercial uses. 6. Soil Restoration The majority of the disturbed areas will become impervious areas; the vegetated areas will undergo soil restoration, consistent with the requirements for HSG-A soils. 5.4 Green Infrastructure Techniques for RRv NYSDEC requires that each of the 11 Green Infrastructure practices be evaluated for feasibility for the project. 1. Conservation of Natural Areas As stated above, the majority of the site has been previously cleared and regraded. 2. Sheet Flow to Riparian Buffers or Filter Strips The wooded area to the south will be maintained. Vegetated swales and yard areas adjacent to the parking areas will create natural filter strips. 3. Veqetated Swale Runoff from the parking areas will be captured close in vegetated swales which will convey runoff to the yard areas and into subsurface infiltration facilities. No RRv credit is taken in the vegetated swales, as RRv credits are realized in the infiltration facilities. 4. Tree Plantinq /Tree Pit Runoff reduction is achieved through infiltration and the site plantings would have minimal effect upon RRv, therefore this practice is not considered in the calculations. 5. Disconnection of Rooftop Runoff The roofs will be disconnected and the runoff will flow through the vegetated swales and ultimately to the subsurface infiltration facilities. 6. Stream Daylighting There are no stream obstructions upon the project site. 7. Rain Gardens Rain gardens are generally associated with residential uses. 8. Green Roofs Green roofs are cost prohibitive for this project. 9. Stormwater Planters Due to the large impervious site coverage, it is proposed to manage the runoff with vegetated swales and subsurface infiltration facilities. 10. Rain Barrels and Cisterns Due to the large impervious site coverage, it is proposed to manage the runoff with vegetated swales and subsurface infiltration facilities. 11. Porous Pavement The drives and parking areas are proposed to be surfaced with normal asphalt pavement, as there is adequate space to provide natural vegetated pretreatment and subsurface infiltration of the runoff. 5.5 Runoff Reduction Volume Totals Total WQv Required: 5230 CF Minimum RRv Required: 2505 CF RRv Practices: Infiltration: (3.8-ac contributory, 1.1-ac impervious) Total RRv Provided: 5230 CF+ (100%+ of WQv) Runoff Reduction is realized through infiltration in the subsurface stone infiltration bed with Cultec chambers. The calculations show that there is no overflow from the infiltration basin for any of the large design storm events, which far exceeds the Water Quality Volume, therefore the Runoff Reduction design goals are met. 5.6 Channel Protection Volume Channel protection volume (Cpv) as required by NYSDEC requires the extended detention of the post-developed 1-year, 24-hour storm. As with the RRv design goals, the SMPs infiltrate volumes which are significantly larger than the Channel Protection Volume, the Channel Protection Volume design goals are met. 5.7 Overbank Flood Control Overbank flood control as required by NYSDEC requires that the peak developed discharge rate from the 10-year, 24-hour storm not exceed the pre-development rate. Existing 10-year peak storm discharge: 1.53 CFS Developed 10-year peak storm discharge: 0 CFS The 10-year storm calculations show that the overbank flood control requirement is met. 5.8 Extreme Storm Control Extreme storm control as required by NYSDEC requires that the peak developed discharge rate from the 100-year, 24-hour storm not exceed the pre-development rate. Existing 100-year peak storm discharge: 10.04 CFS Developed 100-year peak storm discharge: 0.47 CFS The 100-year storm calculations show that the overbank flood control requirement is met. 6.0 TOWN OF QUEENSBURY REQUIREMENTS The Town of Queensbury requires that for commercial projects, the 50-year design storm event be evaluated. Existing 50-year peak storm volume: 0.289 AF Developed 50-year peak storm volume: 0.018 AF Existing 50-year peak storm discharge: 5.27 CFS Developed 50-year peak storm discharge: 0.03 CFS The 50-year storm calculations show that the Town's requirements are met. 7.0 ENDANGERED SPECIES In accordance with Part I.F.4 of GP-015-0-002, discharges from construction activities that adversely affect a listed or proposed to be listed endangered or threatened species are ineligible for coverage under the general permit. From the NYSDEC SEQR EAF mapper, the site does not contain any endangered or threatened species. 8.0 ARCHAEOLOGICAL RESOURCES & HISTORIC PLACES In accordance with Part I.F.8 of GP-015-0-002, discharges from construction activities that have the potential to affect historic property are ineligible for coverage under the general permit. An inquiry is being made to NYSOPRHP and the determination letter will be added to the appendix of this report when it is received. 9.0 CONSTRUCTION PHASE EROSION PRACTICES Practices to be implemented during construction for erosion and sediment control include silt fencing and temporary sediment basins in various portions of the total disturbed area. Silt fencing will be placed across slopes (on the contour) in all areas downgrade of disturbed areas. Temporary sediment traps will be utilized in areas where construction phase runoff concentrates. 10.0 TEMPORARY EROSION & SEDIMENT CONTROL MEASURES Erosion and sediment control measures will be incorporated into the construction of the project. These practices will comply with the New York State Department of Environmental Conservation publication entitled "New York Guidelines for Urban and Sediment Control" (the blue book). Separate erosion and sediment controls will be installed for each phase of construction. The following temporary erosion and sediment control devices are to be utilized: 1. Sediment Control Fence Silt Fence shall be used to control erosion from sheet flow on slopes not to exceed 1 on 3. Concentrated flows shall not be directed toward the silt fence. The silt fence must be installed parallel to the contour lines to eliminate drainage along the fence. 2. Temporary Seeding Land that is stripped of vegetation will be seeded and planted as soon as possible. Any area that will remain cleared but not under construction for five days or longer will be seeded with a ryegrass mixture and mulched to stabilize soil until construction resumes. 3. Temoorary Diversion Sales Temporary diversion swales shall be constructed either to divert clean stormwater runoff from newly graded areas or to direct sediment laden runoff to a sediment trapping device. 4. Dust Control Measures for dust control during construction shall be implemented as needed. Daily water sprays will be used during dry conditions. In addition to water sprays, temporary mulching, temporary seeding and covering stockpiles with tarps shall be implemented when necessary. 5. Erosion Control Blanket Fabricated straw or biodegradable mesh blankets shall be utilized to protect and temporarily stabilize slopes of 1:3 or greater and shall be applied to graded, topsoiled, and seeded slopes. Blankets will be attached with staples or stakes in accordance with manufacturer's recommendations. Blankets on cut slopes and vegetated ditchlines will be maintained in place permanently and allowed to biodegrade. 11.0 CONTROL OF LITTER, CONSTRUCTION DEBRIS & CONSTRUCTION CHEMICALS During the course of construction, the site shall be kept clear of debris and litter which could be transported by water or wind. This material shall be picked up daily and shall be stored in waste debris containers where it will be securely held. All petroleum products or other waste contaminants which are water soluble or could be dispersed and transported by stormwater, shall be stored in covered containers and shall be regularly removed from the site and properly and legally disposed of. All petroleum or other hazardous materials shall be stored and handled in conformance with NYSDEC spill prevention and containment requirements. 12.0 SEQUENCE OF CONSTRUCTION Prior to the start of construction, the contractor shall install the sediment control fence along the low side of each area to be disturbed in order to contain runoff from the construction site. Concurrently, the stabilized construction entrance is to be installed. Following the completion of all planting and the establishment of all grass areas, any collected sediment and sediment control fencing shall be removed. Any debris from the perimeter of the site shall be removed and dispose of all waste material shall be disposed of in a legal manner. 13.0 MAINTENANCE OF TEMPORARY EROSION & SEDIMENT CONTROL DEVICES The contractor shall inspect the sediment control fence weekly and after every rain event and remove trapped sediment and maintain the devices such that they are in good working order. 14.0 OPERATION & MAINTENANCE PLAN The parcel owner is to provide the maintenance needed in order to ensure continuous and effective operation of the stormwater control practices. Sediment removal should be performed annually or semi-annually. Mowing and trimming of the vegetated slopes and SMPs should be performed as needed throughout the spring, summer and fall, typically semi-weekly. Any eroded areas shall be immediately repaired, retopsoiled, revegetated and covered with erosion control blankets. 15.0 PERMANENT EROSION CONTROL All pervious areas shall be graded, topsoil installed and seeded or planted as soon as practical, but in no case shall finish graded soils be exposed for more than seven days. Seeded areas on slopes over 1:3 shall be stabilized with erosion control blankets as specified on the plans. ATTACHMENTS • Location Map • Soils Map • WQv Calculations • Draft Maintenance Agreement • Draft NYSDEC NOI MS4 Acceptance Form • Subcatchment Map— Existing Model HydroCAD — Existing • Subcatchment Map— Proposed Model HydroCAD — Proposed HYDROCAD Existing & Proposed Conditions: Type-II 24 hr Rainfall = 2.1" (1-year), 3.6" (10-year), 4.8" (50- year), 6.0" (100-year) Existing Conditions Proposed Conditions Water Quality Volume -Individual Sub+ at hment WQv= Water Quality Volume P=90% Rainfall Event(Design Manual Pg 4-2) Rv=0.05+0.009(1)where I is%impervious Cover: Rv minimum=0.2 1=Percent Impervious Cover A=Area of Site In Acres(Contributing Area) (NOTE:Existing Offsite Impervious areas not considered in WQv) SUBCATCHMENT 1S-NORTHERLY PORTION SUBCATCHMENT 2S-NORTHEASTERLY PORTION Inputs I pouts P= 1.2 P= 1.2 I= 44.7 1 = 28.3 A= 1.02 jA= 0.70 Calculated 44,405 SF TOTAL Calculated 30,635 SF TOTAL calc Rv= 0.45 Rv minimum=0.2 calc Rv= 0.30 Rv minimum=0.2 app Rv= 0.45 app Rv= 0.30 WQv= 0.046 Acre-feet WQv= 0.021 Acre-feet WQv= 2,008 CF minimum WQv= 933 CF minimum SUBCATCHMENT 3S-SOUTHERLY PORTION I nouts P= 1.2 1 = 30 A= 1.64 Calculated 71,355 SF TOTAL calc Rv= 0.32 Rv minimum=0.2 app Rv= 0.32 WQv= 0.052 Acre-feet WQv= 2,283 CF minimum map A14P rar . Aq V Ul I @V 7 11 _ J ' I Ul n i 7J fUl H Z c+.. y c na s+ rz 9 %B, o Y o M cL LIT. f• arw�+"^".."�^" mg kA cro ° .�` vi IR L .a- kA a �N nqlc: Ismism, NEWYORK Departmentof STATE of 0 0� PPORTUNITY Environmental Conservation NYS Department of Environmental Conservation Division of Water 625 Broadway, 4th Floor Albany, New York 12233-3505 MS4 Stormwater Pollution Prevention Plan (SWPPP) Acceptance Form for Construction Activities Seeking Authorization Under SPDES General Permit *(NOTE: Attach Completed Form to Notice Of Intent and Submit to Address Above) I. Project Owner/Operator Information 1. Owner/Operator Name: DALE BALDWIN 2. Contact Person:DALE BALDWIN 3. Street Address: P.O.BOX 621 4. City/State/Zip: FORT ANN,NY 12827 II. Project Site Information 5. Project/site Name: SHAKE,RATTLE&ROLL RESTAURANT&ICE CREAM 6. Street Address: 1447 RIDGE ROAD 7. City/State/Zip: QUEENSBURY NY 12804 III. Stormwater Pollution Prevention Plan (SWPPP) Review and Acceptance Information 8. SWPPP Reviewed by: 9. Title/Position 10. Date Final SWPPP Reviewed and Accepted: IV. Regulated MS4 Information 11. Name of MS4: TOWN OF QUEENSBURY 12. MS4 SPDES Permit Identification Number: NYR20A 112 13. Contact Person: CRAIG BROWN 14. Street Address: 742 BAY ROAD 15. City/State/Zip: QUEENSBURY NY 12804 16. Telephone Number: (518)761-8200 Page 1 of 2 MS4 SWPPP Acceptance Form - continued V. Certification Statement- MS4 Official (principal executive officer or ranking elected official) or Duly Authorized Representative hereby certify that the final Stormwater Pollution Prevention Plan (SWPPP) for the construction project identified in question 5 has been reviewed and meets the substantive requirements in the SPDES General Permit For Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s). Note: The MS4, through the acceptance of the SWPPP, assumes no responsibility for the accuracy and adequacy of the design included in the SWPPP. 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C I 1 Pu � A Yd JLtl I A FP .V H PO.y t I V i V Y V � Yd r 4�^ w:r yr,u a , r w'I I f py Y u i qy � J v Qt N w 7iw a w7 0 In rr n e � O O O z z x O O r ! 1 !I !Y q V:'A l� ll+ 1 fi` Y �J t u r 111 I V; tX3 y!: A v I RF 1'XI ) 4Y I I t4 ;I X 4” i I o I ','1 V �� t t1 111 Ire w n o w1 I o n +l.I ,y m a C a I, Id 0 ' ! to ti`d -P o LJ y,i rtl d .`z' N I IIV :E � 4: ; 1 ro H Y V W a r I,r O sr r rry t 1 i 'i lh m 7 CI '•i 'I � i I1 II �i �,i 0 0 " tY !Y ) dl G t 10 YI7 .I r� i ":I 1 It 0 r �� a III I !4'O 1 Cl "`•W H Il 7 C!1 Y 7 'r:S 7 nY yr ru W ✓a u-d rr 1 't l u V t 1 frr 'J" DRAFT STORMWATER CONTROL FACILITY MAINTENANCE AGREEMENT WHEREAS, the TOWN OF QUEENSBURY, a municipal corporation of the State of New York, having an office at 742 Bay Road, Queensbury, New York 12804 ("Town") and DALE BALDWIN having an address of P.O. Box 621 Buttermilk Falls Road, Fort Ann, New York 12827 ("Owner"), are desirous of entering into an agreement to provide for long-term maintenance and continuation of Stormwater Control Measures accepted and approved by the Town for Shake, Rattle&Roll Ice Cream &Restaurant("Project"),site plan review number ,tax map number 279.-1-50 WHEREAS,the Town and Owner agree that all Stormwater Control Measures shall be built in accordance with the approved project plans and issued stormwater management permit("SMP"),and thereafter shall be maintained, cleaned, repaired, replaced and continued in perpetuity in order to ensure optimum performance of the components of the system. NOW and THEREFORE,the Town and Owner agree as follows; • This document shall bind the Town and Owner, and their respective successors and assigns, to the maintenance provisions depicted in the approved project plan and consistent with the SMP issued and on file with the Town (collectively, the "Stormwater Control Measures"). • Owner shall maintain, clean, repair, replace and continue the Stormwater Control Measures as necessary and in accordance with the approved project plans and SMP to ensure optimum performance of the measures to design specifications. • Owner shall be responsible for all expenses related to the maintenance of the Stormwater Control Measures and shall establish a means for the collection and distribution of expenses amongst parties for any commonly owned facilities within the project area governed by the SMP. • Owner shall provide for the periodic inspection of the Stormwater Control Measures,not less than once every three-year period, to determine the condition and integrity of the measures. Such inspections shall be performed by a professional engineer licensed by the State of New York. The inspecting engineer shall prepare and submit to the Town within 30 days of the inspection, a written report of the findings including recommendations for those actions necessary for the continuation of the Stormwater Control Measures in conformity with the specifications of the signed plans approved by the Town Planning Board and SMP. • Owner shall not authorize,undertake or permit alteration,abandonment,modification or discontinuation of the Stormwater Control Measures except in accordance with written approval of the Town. • Owner shall undertake necessary repairs and replacement of the Stormwater Control Measures at the Direction of the Town and/or in accordance with the recommendations 1 of the inspection engineer, • Within 30 days of the date of this Agreement,Owner shall provide the Town any security that may have been required by the Town(including but not limited to any bond,letter of credit, escrow deposit or other form of financial security specified by,and/or acceptable to,the Town) for the maintenance and continuation of the Stormwater Control Measures in such form acceptable to the Town. • This agreement shall be recorded in the Office of the Warren County Clerk by the Owner, and recited in or referred to in each deed constituting a conveyance of real property covered by this Agreement and the issued SMP; and shall be a part of the current deed filed in the Warren County Clerk's Office on-- in Book at page . The obligations and duties imposed by the SMP and all approved amendments thereto shall constitute a burden upon the lands benefitted by the SMP. • At any time, should the Town determine that the Owner or the Owner's successors in interest have failed to construct or maintain the Stormwater Control Measures in accordance with the project plan and issued SMP, or have failed to undertake corrective action specified by the Town or the inspecting engineer, the Town is authorized to undertake such steps as may be reasonably necessary for the preservation,continuation or maintenance of the Stormwater Control Measures and to affix the actual expenses thereof, including actual court costs, necessary disbursements and the Town's reasonable attorneys' fees,as a special tax assessment on each tax parcel covered by the SMP and as a lien against the real property benefitted by the SMP. • This agreement is effective immediately and shall be recorded at the Owner's expense in the Warren County Clerk's Office within 30 days of execution. The Owner shall provide the Town of Queensbury with documentary proof of recording of this instrument within 10 days after recording. 2 11 Lul ma. 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