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Appl 11-32P Metals Testing
oV Q fib TOWN OF SOSOUTHWINDSOR 91 RECEIVED SEP 2 6'2011 INLAND WETLANDS, WATERCOURSES AND CONSERVATION APPLICATIONSOUTHWINDSORPIANNINGDEPF. Application —Date Received �—r— INSTRUCTIONS I. Fifteen applications (15)with map and plans (2 copies) shall be submitted together with the fee set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VII—X) 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application Evaluation. (See Regulations, Sections VII—X) 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. The applicant shall also complete the state filing form. A. Applicant's Name: Linbob, LLC Address: 80 Kimberly Drive, South Windsor, CT 06074 Phone: (home) (work) 860-289-8225 (fax) 860-289-5970 B. Legal owner's name: Linbob,LLC Address 80 Kimberly Drive, South Windsor, CT 06074 Phone(home) (work) 860-289-8225 (fax) 860-289-5970 (List additional owners, addresses, and phone numbers on back of application) C. If the applicant is not the owner of the subject property, a letter by the owner(s) authorizing the proposed regulated activity set forth in the application must accompany this form and will be part of the application. D. Project Name and Location Metals Testing 66 Kimberly Drive 1. Contact Person(if further information is needed) Andrew J. Krar, P.E.,Design Professionals,Inc. (work) 860-291-8755 (fax) 860-291-8757 E. The geographical location of the property which is to be affected by the proposed regulated activities including a description of the land in sufficient detail to allow identification of the property on the Inland Wetland and Watercourse Map. Assessor's map # 97 Parcel# 19-11 Zone 1 7 F. Names of all abutting property owners from records in Town Clerk's office. (use separate sheet if necessary) G. Have you notified all abutting property owners (from records in Town Clerk's office) by certified letter that an application is pending before the Agency? ❑ ** (you are required to supply a copy of the letter with the list of the names of the abutters).** H. Purpose and description of all proposed regulated activity(s) including amount of disturbance in square feet and types of fill and the time element involved: 12,842 SF building of the existing facility including parking lot,new shipping/receiving door, associated utilities, and landscaping. The proposed work will use native fill and will disturb approximately 72,375 SF+/- (1.66 acres+/-)of the site. Construction will be completed 2012. I. A class A-2 map of the property drawn to 1"=40', showing the area to be developed, extent of the wetlands and watercourses affected,topography, existing and proposed activities and names and locations of adjacent property owners must be submitted. J. Amount of regulated area disturbance and types of fill (including wetlands and 80 foot Upland Review Area). 0 SF of Upland Review Area disturbance.Fill:native material K. Acreage of wetlands and watercourses in regulated areas to be altered: 0 L. Acreage of wetlands and watercourses to be created: 0 M. Lineal feet of proposed stream alteration: 0 N._Total land area of project and percentage, which is wetlands: 2.112 acres 0%wetlands O. Identify all other permits or approvals that have been issued, applied for, or required with respect to the proposed activity set forth in this application. (These may include but not be limited to, local Planning & Zoning, Zoning Board of Appeals, D.E.P., F.E.M.A., D.O.T., The Army Corps of Engineers, and any other State,Local or Federal Permits.) Planning&Zoning P. The applicant (or designated representative) hereby attests that a sign will be posted at the following location(s) 66 Kimberly Drive By f f- V4,"*Pa J[[Ugame Design Professionals,Inca on or before the following date At least 10 days prior to the meeting 8 Signature: These signs must be displayed continuously for at least ten (10) days prior to scheduled meeting (see Regulations, Section 7.3a) The undersigned hereby applies for the regulated activities listed in paragraph H above, for an Inland Wetlands, Watercourses and Conservation permit for the property described herein and confirms that: 1. She/he is familiar with the currently effective Inland Wetlands, Watercourses and Conservation Regulations of the Town of South Windsor. 2. She/he understands that at any time during the review period, the Agency may require the applicant to provide more information about the wetlands and/or watercourses in question and/or any proposed activity. 3. All information submitted in the application for review shall be considered factual, or in the case of anticipated activity, binding. A knowing failure of the applicant or any of her/his agents to provide correct information, or performance exceeding the levels of activity anticipated, shall be sufficient grounds for revocation of any permit under these regulations. 4. By making this application, the applicant gives permission to the Inland Wetlands, Watercourses and Conservation Commission members and/or its representative to enter the portions of the premises which are subject of the application for a purpose of inspection and investigation and otherwise evaluating the merits of the application bo be a and after a final decision has been issued. za Signature of Ovdidr of Property Date Signature of Appf t Date 20 9 �z r d3 * HLaID SOILS« n. May 17,2011 IZZ > - I'etecl]eMaihe° y F"Design professionals,Inc. { $ South Wandsor,C3 06074 ` vrtrt6C...'c'13^m'M-.yy P' ��f7t= S.�$ 66.K/MB.EI'2L')"DRII%E SOUTH bYJNDSOR; CT > ;z �¢ �� �"Y I�ard'eler• tFF' s',"a'} 'fib.,' e, d y.>,• 31�201X-1 conducted a soil survey of the above.-referenced properly. As a result #iedsurycyl�ave concluded#hat the property does not contain any regulated wetlands or „ hesoils Yu e frontha(f of the property were previously disturbed by an earth removal o ratip atidIli se ozLs were classifiedas'Qdortlients or man made soils: The bulk of the frotamsea�nessiv y drained soils of fhe�Vmdsor Series. 'the opf',andiear pprhogs of theproperty are currently wooded with a combination of �nd�solt vyo&is �smalLazea m the central portion of the property is characterized by �slotaysth�iathas`t?ansitronectXowoodyspecies. er ajf tfiesite thesorl surface is covered witfi ogco vegetation or a well developed use e e"siYccessional#field con s some open sandy areas that were'surveyed for the 4 fi tger Beetle TJie sprang 201 t survey drd not yield any results for the presence r 4,0 ,. anyquestions,or regmre additio nal information,please call me at S 4�P5$68�s F +- x e truly yours, 4 ; _ �, '— �T John P:Ianrd M.S. r" Professional Soil Scientist CPESC �R # ` Isandseltmgslinghla xtso&det301iA44.docOR A Ag O -5868s c _ m tTI O�Ar! 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'! �I /�'-"1E 596a^• F'l� l Paper �.. for Eas]'PrelieamreL � uAWC1iY'n75960^'` a /zu u 'uIrHA r -6 ¢ 1 „/Muhoy or Occupant Helen T.Regan or Occupant Genevieve A Toup or Occupant Fitch Meadow Lane 36 Fitch Meadow Lane 52 Fisch Meadow Lane ne n P0°.• w.no 0126 South Windsor,CT 06074 South Windsor,CT 06074 - South Windsor,CT 06074 n Cnium > fl°nm Mrn've °sr M T.Sbavo,V.Navazoli or Occupant Obiechie Onyeka or Occupant Nancy Mulmy m Occupant , a �•ro 60 Fitch Meadow Lane 24 Fitch Meadow Lane 45 Fitch Meadow Lane ° r¢¢�`--••— $5.59 09f]0/2a11 South Windsor,CT 06074 South Windsor,Cr D6074 South Windsor,CT 06074 '.. duatdo S.&Sandra P.Gib a ,0}2 Fitch Meadow Lane ;Mouth Windsor,CT 06074 Kelly A Maziarz or Occupant Design Professionals,Inc. Design Professionals,Inc. 44 Fitch Meadow Lane P.O.Box 1167 P.O.Box 1167 South Windsor,CT 06074 425 Sullivan Avenue 425 Sullivan Avenue South Windsor,CT 06074 South Windsor,CT 06074 _ Dear Property Owner: a a _ ]n accordance with Section 7.3b of the"Town of South W"mdsor Inland Wetlands,Watemow'ses> '. and Conservation Regulations",w are required to notify you that an appLcation bas been fled on u �W.,:±y^.� .L ^ the property abutting yours and is subject to a hearing by the Inland Wetlands ar�in Iiiia u' @'A 'L. S Agency/COnSeNatiOn Commission. S P.t°p� a lO.W OIffi c-++s•aX� � � The application and plans are onflewilh the 5ou$WindsorPlaming lepartmenL As an abutdng Property owner you an:invited m the hearing to ask questions and/or give wmments,hcworer, r n.,,:seo,s.nr9. you are not required to attend You may also submit written comments regarding the application r r'"'•""""'°i1acj prim to the hearing if you so desire.For firth"information regarding the specific date this will be *^�¢----�— . o9lSo2o11 heard please contact7e@'Folger,Environmenlsl Plar"WConservatioa Officer Planning r odd Siravo&6 icmriaNavaroli Department,644-2511,ext 253. i0 Fitch Meadow Lane i >outh Windsor,CT 06074 _�..- z --- Sincerely, DESIGN PROFESSIONALS,INC. I.I.S.Postal Service, /�//�////� MAIL_RECEIPT n CERTIFIED eter R DeMallie,Agent a President Sro 1P uOtmgTa 4TQ4 A L U S E $0M awe Cc: Town of South Windsor Oe11e°fl' lz.as oz Client 9 Po¢„ e fl.mnr«¢e,rr x� 3 MmW OPMMA° � 16dwum,¢f'MNhq t0•ro .,e......�... a 15.59 09710MIJ 3)mald Sfreddo ii6 Fitch Meadow Lane --- '3outh W4ndsor,CT06074 Gy°bl)oNDcnwPFEvm.o Ua6l rwh{C P1mk*xatixEoc t]rn J Obo,I GEORGE a / (ovS W I (LOAD Q _ 0 k O 5 MH IH J 7blbOry3W f1l o I— w 5 JOHN � W � � � ; 121b�H Q Q b 3U4Y1O b�ONbS 1 0 LU 5I kl \ a 3m8o INS800 . J S00' , 15-21 15-22 15-33 15-32 109-15 15-20Q Q ^15-23 O V♦ 15-19 O 0_ 15-31 • 0 15 24 _ O 15-18 On15 25 15 29 �A 15-17 Q O F �/ S/�(� o 12Q 15-lsO ElITC�15-`;5Q715-28 \ /�Oi5-1 15-15 0 75-12T MO1 -6 " 15-2 15-140 15-80 15-3 15-13 15-10 108-19 d 15-7 Q ,5=„0 15-5 4 % 108-37 t . 97-19 109-13 108-36 q�ti .� 97-3 108-38 96-60 ��Q � 97-20 ti 40o' To 97-2 96-58 SANDRA DRIVE do 0' ToR 5 kIMBf 97-17 \�RjtF 96-59 97-15 KEY MAP SCALE 1 200 C 1< 5 cpd, r. '• f IS L ��_ � � ,.*N S", 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �NOsoPCo�2 � TELEPHONE(860) 644-2511 Certified#70081300000145787366 October 6, 2011 Design Professionals,.lnc. Attn: Andrew Krar 425 Sullivan Avenue South Windsor, CT 06074 RE: Appl.#11-32P—Metals Testing—66 Kimberly Drive Dear Mr. Krar: At the October 5, 2011 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl.#11-32P—Metals Testing—66 Kimberly Drive—IWA/Conservation Commission Erosion site plan application for the construction of an industrial building, parking, stormwater structures and associated improvements. The site is located northerly of Kimberly Drive. Industrial (1)Zone,with the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning &Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability,which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on October 5, 2016. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. Bond shall be collected in the amount of$5,000 to ensure proper placement and maintenance of erosion and sediment controls. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified on the plans. 7. Roof leaders to be installed to discharge run-off to splash pads at grade. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION ,COMMISSION Elizabeth Warren, Chairperson EW/dt cc: Town Planner Chief Building Official 4i R k I r M TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE' ORDER CONTACT PERSON AD" kf!AP1 Phone No. ?f SS Address q2 S k .SG Ilidan Avon U E Site Name Air T ALf T ST iM6 - kwibrrLy D&VE P&z No. 1!- '— Owner -.,1v Rc 8, LL C " AT T At' St t, Ot L i S L 9- Phone No. (�-E C) Contractor A --! Signature of Owner 01 Date: Signature of Design Eng ; Date: ' : //�. CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) 'ca = Lenutf- Aio) , �� cr�`►It' Cc &irrr; L An in! To IT LLDiA/ Reason for Change: (Why is change required) _ APPROVALS (As R.quired Dir. Of Planning Date: // 7 j a Town Engineer Date: t�/y /I L LZ Dir. of Public Wo s Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink Director of Planning Goldenrod - Engineering Department P.O.BOX 1167 425 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 "Anniversary 860.291.8757 � I3 25 Anniversary 1986-2011 www.designprofessionalsinc.com CIVIL S TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode/s/and e i • LETTER OF TRANSMITTAL To: Michele Lipe,AICP Date: 11/2/2012 DPI Project No. 3064 Town Planner Re: Metals Testing Town of South Windsor 66 Kimberly Drive 1540 Sullivan Avenue South Windsor, CT 06074 WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. DESCRIPTION 4 10/22/12 Revised Site Plan Sheet CU-1 3 These are transmitted as checked below: ® ForApproval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ® As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us • REMARKS: Please replace the Utility Plans from our Change Order dated 10/22/12 : : SIGNED: CC: P.O.BOX 1167 425 SULUVAN AVENUE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 �' FAX:860.291.8757 1"+O SS10MJ*C._� anniversary 1986-2011 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS/'I C ERS /SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Servrng Connecticut, Massachusetts, *Rhode/stand ®} d,�sND �P�. LNG,' _e�\i�G • .ETTER OF TRANSMITTAL To: Michele Lipe,AICP Date: 10/22/2012 DPI Project No. 3064 Town Planner Re: Metals Testing Town of South Windsor 66 Kimberly Drive 1540 Sullivan Avenue South Windsor, CT 06074 WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION 1 10/22/12 Staff Site Change Application, 4 10/18/12 Revised Site Plan Sheets CL-1,CG-1 &CU-1 : • These are transmitted as checked below: : ® For Approval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ® As requested ❑ Revise and Submit ❑ Return corrected prints : ❑ For review and comment ❑ For bids due ❑ Prints returned after loan to us REMARKS: : • : • rECEIVED • CT 2 3 2012 : NMKAM WT. • SIGNED: CC: Andrew Krar,P.E. a Page 1 of 1 3 Doolittle, Jeffrey From: Andy Krar[AKrar@designprofessionalsinc.com] Sent: Tuesday, November 06, 2012 12:34 PM To: Doolittle, Jeffrey Cc: Jim Simmons; Ben Wheeler;Peter DeMallie � Subject: Metals Testing Attachments: 2011 1024.pdf, 2012 1106.pdf Jeff, Per your request, I examined the impact extra stormwater would have on the Stormceptor Unit as a result of adding roof area. When specifying Stormceptor models,we rely on their sizing program.The program's output recommends a model#. ' Attached are two Stormceptor Reports October 24th Report: (no roof runoff contribution) recommends the 450i model November 6th Report: (Added the entire roof area) still recommends the 450i Please give me a call. Thanks Andrew J. Krar, P.E., LEED AP Senior Project Manager Design Professionals, Inc. CIVIL&TRAFFIC ENGINEERS/PLANNERS/SURVEYORS/GIS/LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode Island P.O.Box 1167 860.291.8755 phone 425 Sullivan Avenue 860.291.8757 fax South Windsor,CT 06074 www.designorofessionalsinc.com CONFIDENTIALITY NOTICE: This e-mail message is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any unauthorized review,use,disclosure or distribution is prohibited.If you are not the intended recipient,please contact the sender by reply e-mail and destroy all copies of the original message. 11/6/2012 Stormceptor� Stormceptor Sizing Detailed Report PCSWMM for Stormceptor Project Information Date 11/6/2012 Project Name Metals Testing.Revised Project Number 3064 Location Kimberly Drive S.Windsor Stormwater Quality Objective This report outlines how Stormceptor System can achieve a defined water quality objective through the removal of total suspended solids (TSS). Attached to this report is the Stormceptor Sizing Summary. Stormceptor System Recommendation The Stormceptor System model STC 450i achieves the water quality objective removing 81%TSS for a Fine(organics, silts and sand)particle size distribution. The Stormceptor System The Stormceptor oil and sediment separator is sized to treat stormwater runoff by removing pollutants through gravity separation and flotation. Stormceptor's patented design generates positive TSS removal for all rainfall events, including large storms. Significant levels of pollutants such as heavy metals,free oils and nutrients are prevented from entering natural water resources and the re-suspension of previously captured sediment (scour)does not occur. Stormceptor provides a high level of TSS removal for small frequent storm events that represent the majority of annual rainfall volume and pollutant load. Positive treatment continues for large infrequent events, however, such events have little impact on the average annual TSS removal as they represent a small percentage of the total runoff volume and pollutant load. Stormceptor is the only oil and sediment separator on the market sized to remove TSS for a wide range of particle sizes, including fine sediments (clays and silts),that are often overlooked in the design of other stormwater treatment devices. 1 ■ MATERIAIS- LW_ Stormceptor Small storms dominate hydrologic activity, US EPA reports "Early efforts in stormwater management focused on flood events ranging from the 2-yr to the 900-yr storm. Increasingly stormwater professionals have come to realize that small storms(i.e. < 1 in. rainfall) dominate watershed hydrologic parameters typically associated with water quality management issues and BMP design. These small storms are responsible for most annual urban runoff and groundwater recharge. Likewise, with the exception of eroded sediment, they are responsible for most pollutant washoff from urban surfaces. Therefore, the small storms are of most concern for the stormwater management objectives of ground water recharge, water quality resource protection and thermal impacts control." "Most rainfall events are much smaller than design storms used for urban drainage models. In any given area, most frequently recurrent rainfall events are small(less than 1 in. of daily rainfall)." "Continuous simulation offers possibilities for designing and managing BMPs on an individual site-by-site basis that are not provided by other widely used simpler analysis methods. Therefore its application and use should be encouraged." —US EPA Stormwater Best Management Practice Design Guide, Volume 1 —General Considerations, 2004 Design Methodology Each Stormceptor system is sized using PCSWMM for Stormceptor, a continuous simulation model based on US EPA SWMM. The program calculates hydrology from up-to-date local historical rainfall data and specified site parameters. With US EPA SWMM's precision, every Stormceptor unit is designed to achieve a defined water quality objective. The TSS removal data presented follows US EPA guidelines to reduce the average annual TSS load. Stormceptor's unit process for TSS removal is settling. The settling model calculates TSS removal by analyzing (summary of analysis presented in Appendix 2): • Site parameters • Continuous historical rainfall, including duration, distribution, peaks(Figure 1) • Interevent periods • Particle size distribution • Particle settling velocities(Stokes Law, corrected for drag) • TSS load (Figure 2) • Detention time of the system The Stormceptor System maintains continuous positive TSS removal for all influent flow rates. Figure 3 illustrates the continuous treatment by Stormceptor throughout the full range of storm events analyzed. It is clear that large events do not significantly impact the average annual TSS removal. There is no decline in cumulative TSS removal, indicating scour does not occur as the flow rate increases. 2 NMATERIAW Stormptor' 180 170 160 ... 150 �. 140 a 130 120 ` 110 100 ' 90 80 70 1 2 3 4 X Axis Figure 1. Runoff Volume by Flow Rate for HARTFORD WSO AIRPORT—CT 3456, 1954 to 2005 for 1.5 ac, 38% impervious. Small frequent storm events represent the majority of annual rainfall volume. Large infrequent events have little impact on the average annual TSS removal, as they represent a small percentage of the total annual volume of runoff. 180 170 160 150 f 140 i 130 120 110 100 90 80 70 1 2 3 4 X Axis Figure 2. Long Term Pollutant Load by Flow Rate for HARTFORD WSO AIRPORT—3456, 1954 to 2005 for 1.5 ac,38% impervious.The majority of the annual pollutant load is transported by small 3 RU" °MATERIALS 4 W-- Stormceptore frequent storm events. Conversely, large infrequent events carry an insignificant percentage of the total annual pollutant load. 180 170 160 150 140 N 130 120' 110 100 r 90 80 70 10 20 30 40 50 60 70 80 90 100 110 120 130 X Axis Stormceptor Model STC 450i Drainage Area(ac) 1.5 TSS Removal (%) 81 Impervious(%) 38 Figure 3. Cumulative TSS Removal by Flow Rate for HARTFORD WSO AIRPORT-3456, 1954 to 2005.Stormceptor continuously removes TSS throughout the full range of storm events analyzed. Note that large events do not significantly impact the average annual TSS removal. Therefore no decline in cumulative TSS removal indicates scour does not occur as the flow rate increases. 4 i TERIALS- Stormceptorg Appendix 1 Stormceptor Design Summary Project Information Rainfall Date 11/6/2012 Name HARTFORD WSO AIRPORT Project Name Metals Testing Revised State CT Project Number 3064 Location Kimberly Drive S.Windsor ID 3456 Designer Information Years of Records 1954 to 2005 Company DPI Latitude 41°56'17"N Contact AK Longitude 72°40'57"W Notes Water Quality Objective Revised Computations add roof TSS Removal(%) 80 Drainage Area Upstream Storage Total Area(ac) 1.5 Storage Discharge Imperviousness{%) 38 (ao-ft) (cfs) 0 0 The Stormceptor System model STC 450i achieves the water quality objective removing 81%TSS for a Fine (organics,silts and sand)particle size distribution. Stormceptor Sizing Summary Stormceptor Model TSS Removal STC 900 88 STC 1200 88 STC 1800 88 STC 2400 91 STC 3600 92 STC 4800 93 STC 6000 94 STC 7200 95 STC 11000 96 STC 13000 96 STC16000 97 5 RhAff MATERIALS"" W-- Stormceptor" Particle Size Distribution Removing silt particles from runoff ensures that the majority of the pollutants,such as hydrocarbons and heavy metals that adhere to fine particles,are not discharged into our natural water courses. The table below lists the particle size distribution used to define the annual TSS removal. Fine or anics,silts and sand Particle Size Distribution Specific Settling Particle Size Distribution Specific Settling Gravity Velocity Gravity Velocity m % ft/s Pm % ft/s 20 20 1.3 0.0013 60 20 1.8 0.0051 150 20 2.2 0.0354 400 20 2.65 0.2123 2000 20 2.65 0.9417 Stormceptor Design Notes • Stormceptor performance estimates are based on simulations using PCSWMM for Stormceptor. • Design estimates listed are only representative of specific project requirements based on total suspended solids(TSS)removal. • Only the STC 450i is adaptable to function with a catch basin inlet and/or inline pipes. • Only the Stormceptor models STC 450i to STC 7200 may accommodate multiple inlet pipes. • Inlet and outlet invert elevation differences are as follows: Inlet and Outlet Pipe Invert Elevations Differences Inlet Pipe Configuration STC 450i STC 900 to STC STC 11000 to 7200 STC 16000 Single inlet pipe 3 in. 1 in. 3 in. Multiple inlet pipes 3 in. 3 in. Only one inlet pipe. • Design estimates are based on stable site conditions only,after construction is completed. • Design estimates assume that the storm drain is not submerged during zero flows. For submerged applications,please contact your local Stormceptor representative. • Design estimates may be modified for specific spills controls. Please contact your local Stormceptor representative for further assistance. • For pricing inquiries or assistance, please contact Rinker Materials 1 (800)909-7763 www.dnkerstormceptor.com 6 RU" MATERIALS- Stormceptor' Appendix 2 Summary of Design Assumptions DETAILSSITE Site Drainage Area Total Area(ac) 1.5 imperviousness Surface Characteristics Infiltration Parameters Width(ft) 511 Horton's equation is used to estimate infiltration Slope(%) 2 Max. Infiltration Rate(in/hr) 2.44 Impervious Depression Storage(in.) 0.02 Min.Infiltration Rate(in/hr) 0.4 Pervious Depression Storage(in.) 0.2 Decay Rate(s-1) 0.00055 Impervious Manning's n 0.015 Regeneration Rate(0) 0.01 Pervious Manning's n 0.25 Evaporation Maintenance Frequency Daily Evaporation Rate(inches/day) 0.1 Sediment build-up reduces the storage volume for sedimentation. Frequency of maintenance is Dry Weather Flow assumed for TSS removal calculations. Maintenance Frequency(months) 12 Dry Weather Flow(cfs) No Upstream Attenuation Stage-storage and stage-discharge relationship used to model attenuation upstream of the Stormceptor System is identified in the table below. Storage Discharge ac-ft cfs 0 0 7 RUwx MATERIALS' Stormrceptore PARTICLE SIZE DISTRIBUTION Particle Size Distribution Removing fine particles from runoff ensures the majority of pollutants,such as heavy metals, hydrocarbons,free oils and nutrients are not discharged into natural water resources. The table below identifies the particle size distribution elected to define TSS removal for the design of the Stormceptor System. Fine or anics,silts and sand Particle Size Distribution Specific Settling Particle Size Distribution Specific Settling Gravity Velocity Gravity Velocity m % ftls Pm % fus 20 20 1.3 0.0013 60 20 1.8 0.0051 150 20 2.2 0.0354 400 20 2.65 0.2123 2000 20 2.65 0.9417 PCSWMM for Stormceptor Grain Size Distributions 100 _.______ _._ I i 90 - ._. ... - . ---------- - -- - -- _.._. E 70 -- -- I RA VtL 60 GL - 1 .TND.- .COBBLES 50 ...... _.. ... _ _ >_ 40 30 20 _.. 0 1 10 100 1000 10000 Grain Size(urnj -r-NJD P >- Fine Distribution -«-CK-110 -' F-95 and -*-Coarse Distribution Figure 1. PCSWMM for Stormceptor standard design grain size distributions. 8 RU" TERIAiS-� �� StormceptorTSS LOADING TSS Loading Parameters TSS Loading Function Buildup!Washoff Parameters Target Event Mean Concentration 125 (EMC)(mg/L) Exponential Buildup Power 0.4 Exponential Washoff Exponential 0.2 .HYDROLOGY ANALYSIS PCSWMM for Stormceptor calculates annual hydrology with the US EPA SWMM and local continuous historical rainfall data. Performance calculations of the Stormceptor System are based on the average annual removal of TSS for the selected site parameters. The Stormceptor System is engineered to capture fine particles(silts and sands)by focusing on average annual runoff volume ensuring positive removal efficiency is maintained during all rainfall events,while preventing the opportunity for negative removal efficiency(scour). Smaller recurring storms account for the majority of rainfall events and average annual runoff volume,as observed in the historical rainfall data analyses presented in this section. Rainfall Station Rainfall Station HARTFORD WSO AIRPORT Rainfall File Name CT3456.NDC Total Number of Events 8277 Latitude 41056'17"N Total Rainfall(in.) 2282.5 Longitude 72040'57"W Average Annual Rainfall(in.) 43.9 Elevation (ft) 160 Total Evaporation (in.) 77.9 Rainfall Period of Record (y) 52 Total Infiltration (in.) 1395.2 Total Rainfall Period (y) 52 Percentage of Rainfall that is Runoff(%) 36.9 9 MIA" MATERIALS- Stormceptere Rainfall Event Analysis Rainfall Depth No. of Events Percentage of Total Volume Percentage of Total Events Annual Volume in. % in. % 0.25 5948 71.9 383 16.8 0.50 933 11.3 343 15.0 0.75 614 6.2 318 13.9 1.00 284 3.4 244 10.7 1.25 197 2.4 222 9.7 1.50 146 1.8 200 8.8 1.75 87 1.1 140 6.1 2.00 47 0.6 88 3.9 2.25 37 0.4 79 3.5 2.50 22 0.3 53 2.3 2.75 14 0.2 37 1.6 3.00 17 0.2 49 2.2 3.25 13 0.2 40 1.8 3.50 6 0.1 20 0.9 3.75 2 0.0 7 0.3 4.00 1 0.0 4 0.2 4.25 2 0.0 8 0.4 4.50 1 0.0 4 0.2 4.75 1 0.0 5 0.2 5.00 0 0.0 0 0.0 5.25 1 0.0 5 0.2 5.50 1 0.0 5 0.2 5.75 0 - 0.0 0 0.0 6.00 1 0.0 6 0.3 6.25 0 0.0 0 0.0 6.50 0 0.0 0 0.0 6.75 0 0.0 0 0.0 7.00 0 0.0 0 0.0 7.25 0 0.0 0 0.0 7.50 1 0.0 7 0.3 7.75 0 0.0 0 0.0 8.00 0 0.0 0 0.0 8.25 0 0.0 0 0.0 >8.25 1 0.0 14 0.6 Frequency of Occurence by Rainfall Depths 180 170 160 150 140 N 130 120 /! 110 100 / 90 80 70 1 2 3 4 X Axis 10 RbAff MATERIALS'M v Stormceptor® Pollutograph Flow Rate Cumulative Mass cfs % 0.035 69.9 0.141 86.3 0.318 95.4 0.565 98.6 0.883 99.5 1.271 99.8 1.73 99.9 2.26 100.0 2.86 100.0 3.531 100.0 4.273 100.0 5.085 100.0 5.968 100.0 6.922 100.0 7.946 100.0 9.041 100.0 10.206 100.0 11.442 100.0 12.749 100.0 14.126 100.0 15.574 100.0 17.092 100.0 18.681 100.0 20:341 100.0 22.072 100.0 23.873 100.0 25.744 100.0 27.687 100.0 29.7 100.0 31.783 100.0 Cumulative Mass Transported by Flow Rate For area:1.5(ac),imperviousness:38°iu,rainfall station:IURTFORD WSO AIRPORT 180_. _..___ ._.._._._.__......_._..._....._.._......_...___...._ 170 160 150 140 w 130 110 100 � 90 ....... ......... ...._... `; y - 80 70 10 20 30 40 50 60 70 80 90 100 110 120 130 X Axis 11 Rinkfull MATERIALS-' �pylN Sf4 c = 10,SOR- � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 10F TELEPHONE (860) 644-2511 December 19, 2011 Andrew Krar,P.E. Design Professionals, Inc. 425 Sullivan Avenue South Windsor, CT 06074 RE: Metal Testing Company 66 Kimberly Drive, South Windsor, CT Dear Mr. Krar: The South Windsor Water Pollution Control Authority, at its regular meeting of December 6, 2011, approved the connection to the Town's sewerage system of a proposed commercial building to be located on Kimberly Drive as more specifically shown on plans entitled "Metals Testing Company, 66 Kimberly Drive, South Windsor, CT", prepared by Design Professionals, South Windsor, CT, Project No.: 3064, Dated 09/26/11. The approval is subject to the following conditions: 1. A draft of an easement in favor of the Town to allow access to the manhole on the building sewer for monitoring purposes; the easement must be reviewed and approved by the Town Attorney. 2. Applicant needs to submit final revised plans without the oil/water separator because there will be no floor drains. 3. Final technical approval of the Town of South Windsor Engineering Department. 4. Final Authority approval and acceptance of the sanitary sewerage connection will be conditional upon the installed sewer line having been inspected by the Town staff, and upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Ri and Aries, Chairman ter Pollution Control Authority cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer /Michelle Lipe, Town Planner Chris Dougan, Chief Building Inspector k), TOWN OF SOUTR WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL:CHANGE ORDER CONTACT PERSON AtDrzeW k2pP- Phone No. 2 t c1 at - a 7-�(- Address Site Name 1'1l` T a!_S 7eSTr'n .9 P&Z No. Owner t! `r c�L �' ?t f T l n 9 A7 i ni: lack be Phone No. Contractor Alit c, a Cv►, S Tk,t.c T►u PJ AT-1 nl Signature of Owner—Z (H mokt i-., Kra a 1 A6rnT I Date: `7/11 1`i 3 Signature of Design Engr. •''l Date: /it 1� CHANGE: (Describe location and nature of change. Include 1� p Four (4) copies of plan/profile of Change. ) t"©,) , 1jy ,%1dL rav4A Par liin cl Reason for Change: (Why is change required) Ct0, MOM vrt t'C. ttjtPbfrI PGrki'A APPROVALS: (As Reqt�,ired) , Dir. Of Planning ilk Date � r Town Engineer r i,Date: � _ •' Dir. of Public Works`r`/ Date: Other: Date: STAFF COMMENTS: ALA r t White - Town Engineer Yellow Applicant Pink - Director of Planning BOND RELEASE TRANSMITTAL DATE: January 16, 2014 APPLICANT NAME: Delisle Inc dba Metals Testing ADDRESS : 80 Kimberly Drive South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT 66 Kimberly Drive P&Z OR IWA/CC APPLICATION NUMBER 11-32P ssysai e4 APP -1-CATIvN Tduiu ems""cR 2vilvii23 SUB ACCOUNT NUMBER 500178 ORIGINAL BOND AMOUNT: $5,000 E&S Bond Reduced $5,000 to leave balance of -0- . Please Release $ 5,000 Please release the bonds indicated above as all of the required work at this time has been completed. Lauren Zaram6o $_. 0111612014 NAME ' ' DATE CHECK # ISSUED DATE '`✓ WAPlanning AdminTZC\Bonds\2014 Bonds\11-32P MetelsTesting BondReleaseTrans.doc S�Y1N SE,q. C Town�. Soi,,A G ` • �� ?&U� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�dson•CO TELEPHONE (860) 644-2511 January 16, 2014 Delisle, Inc Metals Testing 80 Kimberly Drive South Windsor, CT 06074 Re: Appl. 11-32P,Metals Testing E&S Bond Reduction To Whom It May Concern, This is to advise you that the Planning and Zoning Commission voted on January 14, 2014 to reduce the above mentioned bond as follows: Appl. I 1-32P, Metals Testing—$5,000 E&S Bond reduced by$5,000 leaving a balance of-0-. A check will be mailed to you from the Town of South Windsor. If you have any further questions please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly yours, Bart Pacekonis, Chairman PLANNING&ZONING COMMISSION BP/Ilz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner