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03-41W Minimal Impact 90 Brookfield
' TOWN OF SOUTH WINDSOR RECEIVED JUN 12 2003 INLAND WETLANDS, WATERCOURSES AND CONSERVATION APPLICATIsouth Windsor D W ETLANDS AGENCY CONSERVATION COMMISSION Application# e'�.3 M// Date Received Li s f a� INSTRUCTIONS 1. 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: 1—,h V//'©h M evh�a Z5�-i"V i ce- -5 L L � Address: �� Z av� : /� r' ✓'oGi��i hd5��-, �' Phone: (home) (work) J�Z�� �Jr0© (fax) 89 " �/✓ B. Legal owner's name: ����ia� i'TGLiGI� �i��G�G/� Ai elr e-Z�wt, LLB Address `�4 �F'©o<e' �G/� 570( Phone (home) (work) 5V e- F-e0 (fax) X 16 (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 (if any) i' 7 7fzic, —raHS �G,' 1. Contact Person(if further information is needed) �1yek' t!?%qlew-51<rt ?• .$=- . (work) 06 �7 E-9-137fax) 5¢-�7-4077 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# Parcel# 7 Zone 4!r'7� 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 n application is pending before the Agency? Ip1 ** (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: T is 6<•,��e�- G,�,"`/ �� ��4ti�cA/ &•°lle� Me 4�0/Q,ncl lowepaolocs AO.;r rv.a-, zo 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 regulated buffers). K. Acreage of wetlands and watercourses in regulated areas to be altered: L. Acreage of wetlands and watercourses to be created: M. Lineal feet of proposed stream alteration: 0 N. Total land area of project and percentage,which is wetlands: ro/eG/' /Tree z . -3•5/4CPCy 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.) P. The applicant (or designated representative) hereby attest that a sign will be posted at the following location(s) el-iA- nice- o E5 s-xrY{ © A O By f ` t�r- ea s k' e tlGser e 14 �Od� on or before the following date 8 r f , 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 a 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 the purpose of inspection and investigation and otherwise evaluating the merits of the(� application t efore and after a final decision has been issued. /`� �AtC Sign a of O er of Property Date V ignature of Applicant Date --- ' 9 Sent By: ZUVIC ASSOCIATES ; 345 4077; Jun-10-03 4:11PM; Page 1 /1 To: ESI At: 2890138 TO WHOM rr MAY CONCERN We, WILLIAM F. MITCHELL of South Windsor, Connecticut, and WTCHEILL PROPERTY GROUP, LLC,a Limited Liability Company existing and organized under the laws Of the State of Connecticut with ogees at 90 Brookfield Stye 4 South Wi»dsor,'Cowteoticut, being the owners of the £ec title to 90 Brookfield Streq, hereby authoziae ENVIRONMENTAL SERVICES, INC- acting by William F. Mitch�eJi, C 1 Eger, to file the necessary applications to obu do approval of a site plats and related applications to allow the oonstntotion and operation of a#ruck tv-truce tramfer facility upon the promises at 90 Brookfield Street. Dated at South Windsor, Comutecticut,this 11 tb day of June,2003. &SITCHELL PROPERTY GROUP, LLC By: ustin hell Member . Mite U .d G3SZb4SD:3B 33IJAD Flu-1 11430 Wdog =t► 8002 at unr -'fie. .',;. _ •C.• ,. �•-;``ll�// Orr,�• ,\ �(.- Farn ?? �' / oo i �•' R Rye S.ireet �(� ,: : •�• r `ems' :', C,y'• .; :,OVI t i 1�• �+L t'..�. lt* S6 Ma' are Mares [i:= �• '` t gip* i �•' 88 .S eo ,� (9 I .,y Wa Schvt / tiouch uk ,lLrR2NG: ,.- .p i. High S U. 5. G. 5. MAP MANCHE5TER QUADRANGLE WAM J•-zoos TRUCK-TO-TRUCK TRAN5FER PERMIT APPLICATION E51 - 5OUTH WIND50R FACILITY LOCATION MAP ENVIRONMENTAL 5ERVICE5 INC. so a. OW=STY=T SWM WiNDWK Cr OW74 En vironmen ta/ 5ervices Inc, 90 Brookfield Street South Windsor, a 06074 (860)528-9500 (860)289-0138(FAX) June 29, 2001 State of Connecticut Department of Environmental Protection Bureau of Water Management 79 Elm Street Hartford,CT 06106 Attention: Ms. Carol Papp Re: Annual Stormwater pollution prevention plan for 90 Brookfield Street, South Windsor, CT. Dear Ms. Papp: Enclosed are the annual surface water sampling results required to maintain the General Permit for the Discharge of Storm water,Associated with Industrial Activities,performed at the above-mentioned site. As per our conversation,the enclosed laboratory analytical results are for the year 2000 annual sampling event. An additional sampling event will be performed before October of this year to satisfy the year 2001 sampling event requirement. Based especially upon the acute toxicity results, which yielded either a near 100% survival rate or a 100% survival rate, it does not appear that additional enforcement actions would be warranted, other than the required annual sampling events. If you have any additional concerns or questions,please call me at 860.528.9500. Sincerely, r rian L. Rich Project Manager/Field Engineer Service Centers Located Throughout Southern New England > General Permit for the Discharge of Stormwater Associated with Industrial Activities Stormwater Monitoring Report Form Facility Information Name(owner,operator): �/�� { / dvfc�' �G � k °� �OhAMailing Address: �� ��� d < , .tj7dw-2 Business Phone: (6") O ext. ok Fax: Contact Person: 6 �ce wL < R�: / Title: � d r �-/�i 7 l i Site Address: CJ p d c� -Y`2e / tS ov 6r1 E-t�7tU&f 0k -1.� Receiving Water(name, basin): 6 CX'V PV k 1`mrt Stormwater G.P. Registration#: GSI 00 X 32.'7 SIC Code: Check this box if number of emplo ees is 25 or less, or if operated by a munici all : Sampling Information mple Location: -t!J*�Vley% AL.�) = YAVb (Lace i, otn �a<2), Daterrime Collected: �1.(.S AWI�(, 1 5 C(- J Person Collecting Sample; �� L��4 �p� �~Z` � 'l�'3�i = � 30;EFF-l2: Storm Magnitude (inches): 2.3, J Storm Duration (hours): 1-3. 5 ii4 '. G-A ul -` ;:Nsec �y l Date of Previous Storm Event: L / zC�a Rainfall pH: j.,V : � fjzvp� 7..97 Monitoring Results L &- CAS Oil &Grease H Old COD TSS 14Gr- TP TKN NO3-N Fecal Coliform Total Copper Total Zinc Total Lead 24 Hr. LC50 48 Hr.LC50 Attach separate page(s)to report additional parameters moriitored pursuant to Part VI.0.1.a of the General Permit. Statement of Acknowledgment I certify that the data reported on this document were prepared under my direction or supervision in accordance with the General Stormwater Permit.The information submitted is,to the best of my knowledge and belief,true, accurate and complete. Authorized Faci' fficial: Signature: Date: Bureau of Water Management �eu. // � f 4rG " DEP-PERD-MDUST-SMR-001 V V�'v-IaV 1 of 2 WEB Rev.08/11/98 Stormwater Acute Toxicity Test Data Sheet Source: �0&14q-- /elvis< PaK.T4" OF- W*I00� bt441'T Ub'U� Cm ix.we- Date Begin: Z3~ 01 Datp End: 3 ZS O 1 PITC4 ST/ S. WIN"04. Technician: L tbL/Z ��apctarting Hour: Dilution Water: Synthetic Freshwater 50 t5 mg/L as CaCO, O� Test Species: Daphnia pulex <24 hours old # Individuals/Concentration: Temp. Range: 20 t1°C Start Time: DILUTION% 0 A 0 B 61K A 61/a B 12Yx All 2Yx B 25A 25B 50A 50B 100A 100E � �U D.O. pH TEMP. COND. HARDNESS 24 Hours %SURVIVAL D.O. pH TEMP. COND. 48 Hours %SURVIVAL D.O. pH TEMP. COND. Reference Toxicant Results Test Species Date Referance Toxicant Source LC50 Daphnia pulex Please send completed form to: WATER TOXICS-PROGRAM COORDINATOR BUREAU OF WATER MANAGEMENT DEPARTMENT OF ENVIRONMENTAL PROTECTION 79 ELM STREET HARTFORD,CT 06106-5127 Bureau of Water Management DEP-PERD-INDUST-SMR-001 2 of 2 WEB Rev.08/11/98 ..... _ _- .. _.. ....... . . . _..- . •• - -- r--- r 4 r SPECTRUM ANALYTICAL,INC (,S 1 60 13 Z 7 Featuring HANIBALTECHNOISY Massachusetts Certification#M•MA138 Rhode)slgnd N 98 Maine N MA138 Florida N E87600/87562 New Hampehire#2538 Connactioul#-PH-0777 En*onmental Services,Inc. Now York N 11393 Friday,March 30,2001 90 Brookfield Street Rqport Status: South Windsor,CT 06074 W Final Report 0 Re-issued Report Attn: Rein Helm tJ Revised Report. . Client-Project Number: 01M20001 Location: ESI-S. Windsor,CT . Laboratory ID Cllent SarngleIDD Analyses Requested AC36620 #1=lnf Oil and Grease(gravitnetric) Separatory Funnel Extraction COD .; Total Suspended Solids Total Phosphorus Total Kjeidahl Nitrogen Total Copper Total Lead Total Zinc Total Chromium Metals Digestion Subcontracted Analysis Nitrate AC36621 #.2-Mid Oil and Crease(gravimetric) Separatory Funnel Extraction COD Total Suspended Solids Total Phosphorus Total Kjeldahl Nitrogen Total Copper Total Lead Total Zinc Total Chromium Metals Digestion Subcontracted.Analysis Nitrate AC36622 #3-Pff Oil and Grease(gravimetric) ENVIkONHEN1AL ANALYSES Para r of 2 1 I Alntgrelt Drive Agawam,Massachusm..01(X)I • 1.800-789.911 S .413-789.9018• Fax 413.789-4076 24 Tobey Road•Bloomfield,Co►ncelicut 06002.860.242.6294•Fax 860-242-4012 I nvri vl �vr nvrl nlrn� IllvnL \I 11I/ V UV LVV1 1V LY/U I. 11 tU/IVV. OJI Ut o'} r L SPECTRUM ANALYTICAL,INC, Featuriu, HANIBALTECHNOLOCY Client Project Number: OIM20001 Location: ESI- S. Windsor, CT Laboratory ID Client Sample ID Analyses lieauested AC36622 #3-Eff Separatory Funnel Extraction COD Total Suspendod Solids Total Phosphorus. Total Kjeldahl Nitrogen Total Copper Total Lead Total Zinc Total Chromium Metals Digestion Subcontracted Analysis Nitrate i attest that all information contained within this report has been reviewed for accuracy and checked against all quality control requirements outlined in each applicable tnetbod and meet the requirements of NELAC including any data obtained from a subcontract laboratory. Please note that all solid matrix sanTle results are calculated on a dry weight basis unless otherwise specified. This report may not be reproduced,except in full,without written approval from Spectrum Analytical,Inc. i d y. anib ayeh Prestdentll.a oratory Director ENVIRONMENTAL ANALYSES page 2 of 11 Almgrcn Drive Agawam,Massachusetts 01001 ► 1-800-789-911 S - 413-789-9018-Fox 413-7894076 24 Tobey Road-Bloomfield,Connecticut 06002-860-242.6294-Fax 860-242-4012 111V1'I VI LV IIIVf'1 (II1(1LI I IVfIL \1111/ V VV LVVI IV.LT/ VI, II .TV/ IYV, JV IVL VLJJT 1 V k SPECTRUM ANALYTICAL, INC. Laboratory Report Location:ESI-S.Windsor,CT Client Project No: 0IM20001 Client: ESI Submittal Date:3/23/01 Lab ID No: AC36620 Collection Date: 3/23/01 Client Id; #1-Inf Matrix:Stormwater Parameter Results Units PQL Start Date Analyst Method TPH Preparation Separatory Funnel Extraction Completed 3/26/01 DS SW846 3510C Petroleum Hydrocarbon Analysis Oil and Grease(gravimctric) Below det lien mg/L 5.0 3/27/01 DS EPA 413.1 Metals Preparation Metals Digestion Completed 3/29/01 YV EPA 200.7 Metals Analysis Total Chromium 0.0075 tng/L 0.005 3/29/01 RE EPA 200.7 Total Copper 0.199 mg,/L 0.005 3/29/01 RE EPA 200.7 Total Lead Below det lim mg/L 0.0075 3/29/01 RE EPA 200.7 Total'Line Below det Urn mg/L 0.005 3/29/01 RE EPA 200.7 General Chemistry COD 25 mg/L 5.0 3/28/01 DMM EPA 410.4 Total Phosphorus 0.07 mg/L 0.01 3/27/01 DMM EPA 365.2 Total Suspended Solids Below det liar mg/L 5.0 3127/01 TR EPA 160.2 Subcontracted Analyses Nitrate 1.2 mg/1. 0.10 3/23101 21:52 PX 9056 Subcontracted Analysis see report 3/23/01 16;25 ERL Total 11jeldahl Nitrogen 0.44 atg/L 0.05 3/27/01 PX S4500NH3 Page t of 3 fnum JfLVIRVIT[ MIML1 I IVML \fR1/ J JV LVVI Io•(9/ ) I• I f •'FV/IVV• uUIVL0eUdq r 4 Lab ID No: AC,36621 Collection Date: 3/23101 Client Id: 92-Mid Matrix:Stormwater Parameter Results Units PQL Start Date Analyst Method TPH Preparation $eparatory Funnel Extraction Completed 3/26/01 DS SW846 3510C Pctrolcuml hydrocarbon Analysis Oil and Grease(gravimetric) Below det lim rng/L 5.0 3/27/01 DS EPA 4,13.1 Metals Preparation Metals Digestion Completed 3/29/Ot YV EPA 200.7 Metals Analysis Total Chromium Below det ILn mg/L 0.005 3/29/01 RE EPA 200.7 Total Copper 0.13$ mg/L 0.005 3/29/01 RE F-PA 200.7 Total Lead Below det lim mg/L 0.0075 3/29/01 RE EPA 200.7 Total Zinc 0.0072 mg/L 0.005 3/29/01 RE EPA 200.7 General Chemistry COD 29 MWL 5.0 3/28/01 DMM EPA 410.4 Total phosphorus 0.07 mgfL 0.01 3/27101 DM . EPA 365.2 Total Suspended Solids 6.00 mg/L 5.0 3/27/01 TR EPA 160.2 Subcontracted Analyses Nitrate 1.2 mg/L 0.10 3/23/01 22:00 PX 9056 Subcontracted Analysis see report 3/23/01 16.45 ERL Total Kjeldahl Nitrogen 0.52 mg/L 0.05 3/27/0 t PX S4500NH3 Page 2 of J ,,•• "•• """. " ' .i, \1 Ill / V VV LVVI IV-Lit/VI- 1I ,6tU/11 - VUI uLJL"J 219 r o Lab ID No: AC36622 Collection Date: 3/23/01 Client Id. #3-Eff Matrix:Stormwater Parameter Results Units PQL Start Date Analyst Method TPII Preparation Separatory Funnel Extraction Completed 3/26/01 DS SW846 3510C Petroleum Hydrocarbon Analysis Oil and Grease(gravimetric) Below dot Jim mg/L 5,0 3/27/01 DS EPA 4.13.1 Metals Preparation Metals Digestion Convicted 3/29/01 YV EPA 200,7 Metals Analysis .Total Chromium Below det litn mg/L 0.005 3/29/01 RE EPA 200.7 Total Copper 0.0297 mg/L 0.005 3/29/01 RE EPA 200,7 Total Lead Below det lim z /L 0.0075 3/29/01 RE EPA 200.7 Total Zinc Below dct lim mg/L 0.005 3/29/01 RE EPA 200.7 General Chemistry COD 26 ing/L 5.0 3/28/01 DMM EPA 410.4 Total Phosphorus 0.07 mg/L 0.01 3/27/01 DMM EPA 365.2 Total Suspended Solids >lelow dot lim MA 510 3/27/01 TR EPA 160.2 Subcontracted Analyses Nitrate 1.2 mg/L 0.10 3/23/01 22:09 PX 9056 Subcontractcd Analysis see report 3/23/01 17:00 EAL Total Kleldahl Nitrogen 0.52 mg/L 0.05 3/27/01 PX S4500NH3 Reviewed by: Validated by: 3/30/01 Quality Service/Quality Assurance Depts. President/Laboratory Director Pdge 3 of 3 , nvpl vi Lv III vr, nimi-i i ivni- \I nI/ J Jv LUvI 1o .L4/JI. if .4u/iw. DDIULJLDy4 r b • , &�j# ENVIRONMENTAL RISK LIMITED � 120 Mountain Avenue 86111linid,Cr 06(x)2 Tel:(860)242.9933 Pwc:(860)243-9055 www.erl,com March 29,2001 Mr.Hanibal C. Tayeh / Spectrum Analytical,:Inc. 11 Almgmn Drive Agawam,MA 01001 Re; Stormwater Aquatic Toxicity Test Results Sampic ID; #I INF,#2 MID,#3 EFF ERL Projeot Number: 07911-01 Dear Mr.Tayeh: Enclosed please find three partially filled out Stormwater Monitoring Reports (SMRs) for the stormwater samples submitted to Environmental Risk Limited(ERL). The SMRs provide the results of the aquatic toxicity tests conducted at the ERL laboratory on March 23,2001. Data from a concurrent toxicity test using a standard toxicant is also provided on the SMRS. The test methodologies used are those required by the Connecticut Department of Environmental Protection's(CTDEP)General Permit for the Discharge of Stormwatcr Associated with Industrial Activity,as modified October 1, 1997. The original signed SMRs must be submitted to the CTDEP within 90 days of the sample collection date. The Chain-of.-Custody is enclosed for your client's records only,and does not need to be submitted to the CTDEP. Please write in the results of all supporting chemical and physical analyses directly on the SMRs. Facility and sampling information must also be included on the SMRs. The forms must then be signed by an official of the facility and mailed to: Water Toxics Program Coordinator Bureau of Water Management Department of Environmental Protection 79 Elm Strcct Hartford,CT 06106-5127 The 24-hour and 48-hour LC50s for all three samples were>100%. These results meet the aquatic toxicity discharge guideline (LC50>- 50%) specified in the Stormwater General Permit. If you have any questions about the results of these tests, or need more information be,rore submitting this data, please contact either me or Susan Luchina at(860)242-9933, Sincerely, ENVIRONMENTAL RISK LIMITED Sha*Shane Coke Environmental Technician Spectm iwwl3plur For Informer!Business Decisions ... .. _ . .._.. ......_ %I ICl/ V VV LUVI IU .LV/VI, I I •`tU/19V, VUIULJLOjy r 1 Stormwater Acute Toxicity Test Data Sheet �ut� Source: Date Begin: Date End. Technician; Starting Hour: Dilution Water: Synthetic Freshwater 60 t 5 mg/L as Caco Test Species: Oapbnla pu/ex < 24 hours old # Individuals/Concentration: _emu Temp. Range: 20 t 1-C Start Time. DILUTION% O A 0 6 6%, A 6% 8 12Y. A 12Y, 25A 25B 5OA 506 D-O. 10pq 1008 � a pH 7 2 �. g`� o•.S TEMP. 0 2 U .�p 7 3 � ao �U A COND. '7 G G 8 0 6O / 3 HARDNESS 1 24 Hours [D-0 URVIVAL 00 .00 100 Lo 0 ov o� �� Ltd 1 too toe D.O. 8. 7 g' g. PH PH P. -01 7, 7. o � O. L )77, ao °� /bo VY s 48 Tours %SURVIVAL 160 p b0 D.O. xry �yy �yy 0 GI d r0 pH g . r TEMP. 2D Z10 4 - •Q/ 7, G . G COND, Z. 2- O I7r) 10 ZD ZOO ZU Zo 9-0o2 0 O ld o. — /Y Reference Toxicant Results Test Species, Referance Toxicant / Source LC50 Daphnia pu/ex C�De/' a. 7 y Please send completed form to: WATER TOXICS PROGRAM COORDINATOR BUREAU OF WATER MANAGEMENT DEPARTMENT OF ENVIRONMENTAL PROTECTION 79 ELM STREET HARTFORD, CT 06106,5127 Bureau of Water Management DEP•PER0,1NDUST•SMp-oo 1 2otZ Rev.9/15197 Starmwater Acute Toxicity Test Data Sheet Source: Date Begin: Date End: e 1 Technician: �c- — Starting Hour: Dilution Water: Synthetic Freshwater 50 f 5 me/L as CaCO Test Species: Dephn/a•pulez < 24 hours old 4 Individuals/Concentration; o Temp. Range: 20 t 1•!~ Start Time: DILUTION% O A 0 B 6% A 6'/ B 12% A 12K 25A 25B 150A 50B lOOA 1006 D.O. a 3 H P 7 to TEMP, a0 t� 20 0 0 ';Lp e> S-b coNO, s HARDNESS 24 Hours 96SURVIVAL 00 00 Iwo 1 oo D.O. ( oo w o .� •1•oa da �o PH TEMP. COND. 0 �o 2.0 ao �o ao J"� ?� �(o j Yys �L2 /.2 48 Hours %SURVIVAL U 0 D a D.O. H _L TEMP. Z.o Zv COND, o2A p Reference Toxicant Results Test Species D`Ne Reference Toxicant Source LC50 Daphnia pu/g �/x A �'y iYd _ �a C� Please send completed form to: WATER TOXICS PROGRAM COORDINATOR BUREAU OF WATER MANAGEMENT DEPARTMENT OF ENVIRONMENTAL PROTECTION 79 ELM STREET HARTFORD, CT 06106-5127 Bureau of Water Management DEP-PERO-INOUST-SMR•001 2 4f 2 Rev- 9/1$/97 •..1 ..,: r'. •'. .'e. '. ' . .y.: . .. �5.•.•'1 . .. 'fit .. . . .. nvu vi �vivii nnn.. i vn� \1111 / V VV LVVI IV.CJ/VI. I I IV/IVV. JJ I UL V("JV'f 7 Stormwater Acute Toxicity Test Data Sheet ' Source; Date Begin; 0 1 Date End: 3S Technician! . � �. Starting Hour; Dilution Water: Synthetic Freshwater 60 #5 mg/L as CaCo J . Test Species: Daphnia pv/ex < 24 hours old 11Individuals/Concentration: �b Temp. Range: 20 t I IC . Start Time: rD1LVT10N%P0A 0B S%. A B y. S 12 fe A 12' 25A 25D 50A 506 l00A 1006 . g,3 3 Y, 0. 0. r) ? 1 7• G 7 COND. ° �o ad adD HARDNESS 3 24 Hours 96SURVIVAL u0 00 '.pa �� n� 0o qv apo laa too p, vs PH TEMP. ;?0 7-0 - - 7 7 ,r] ` 2.0 COND. y 3 / �o 7,o . /.z 48 Hours �•6SURVIVAL °10 D.O. b p °v w o-'c PH o •g 8r �•� g c� �0 CI. O -? TY �' �. TEMP. � 7. (0 7.G COND. . 4za 020 o �a o p o?t) av o / I'19 /30 /gyp Reference Toxicant Results Test Specik= D`�te Reference Toxicant 3 Source LCSO Daphnia pulex /,� Please send completed form to: WATER TOXICS PROGRAM COORDINATOR BUREAU OF WATER MANAGEMENT DEPARTMENT OF ENVIRONMENTAL PROTECTION 79 ELM STREET HARTFORD, CT 061 06-5 1 27 Bureau of Water Management 4EP-PER D•INOUST-SMA-001 2 of 2 y Rev_ 9/16/97 - ' - •• - • � �.... - v �v/ v • II -TV/ I.V- VVI VLVLJJ't 1 II M i SPECTRUM ANALYTICAL,INC. Feaiu ng HANIBAL TECHNOLOGY Laboratory Report Supplement References SW 846 'test Methods for Evaluating Solid Waste. Third edition, 1998 40 CFR 136 Guidelines Establishing-Test Procedures for the Analysis of Pollutants Under the Clean Water Act 40 CFR 141 National Primary Drinking Water],regulations 40 CFR 143 National Secondary Drinking Water Regulations 40 CFR 160 Federal Insecticide,Fungicide and Rodenticide Act(FT1+RA),Good Laboratory Practice Standards APHA-AWWA-WPCF Standard Methods for the Examination of Water and Wastewater. 191h edition, 1995 ASTM D 3328 Standard Methods for the Comparison of Waterborne Petroleum Oils by Gas Chromatography EPA 540/G-87/003 Data Quality Objectives for Remediation Response Aetivitics,Development Process - EPA 600/4-79-012 Quality Assurance Handbook for Analytical Quality Control in Water and Wastewater Laboratories EPA 600/4-79-019 Handbook for Analytical Quality Control in Water and Wastewater Laboratories EPA 600/4-79-020 Method for the Chemical Analysis of Water and Wastes EPA 600/4-82-057 Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA 600/4-85/056 Choosing Cost-Effective QA/QC Programs for Chemical Analysis EPA 600/4-88/039 Method for the Determination of Organic Compounds in Drinking Water CT ETPH Analysis of Extractable Total Petroleum Hydrocarbons(ETPH) ' MADEP EPH Method for the Determination of Extractable Petroleum Hydrocarbons(EPH) MADEP VPH Method for the Determination of Volatile Petroleum Hydrocarbons(VPH) QAMS 004/80 Guidelines and Specifications for Preparing Quality Assurance Program Plans, USEPA Office of Monitoring System and Quality Assurance GC-D-52-77 Oil Spill Identification System Acronyms&Abbrleyladens AA Atomic Absorption MS Matrix Spike ASTM American Society for Testing and Materials MSD Matrix Spike Duplicate BOD Biological Oxygen Demand NTU Nephelometric.Turbidity Units °C degree(s)Celsius PAHs Polynuclear Aromatic Hydrocarbons COD Chemical Oxygen Demand PCgs Polychlorinated Biphenyls CMR Code of Massachusetts Regulations PTD Photo Ionization Detector DEP Department of Environmental Protection PQL Practical Quantitation Limit DI Dc-ionized R Recovery(%R: Pcrernt Recovery) DO Dissolved Oxygen RSD Relative Standard Deviation EPA Environmental Protection Agency SM Standard Method EPH Extractable Petroleum Hydrocarbons SR Surrogate Recovery(%SR) FID Flame Ionization Detector SW Solid Waste GC Gas Chromatograph THM Trihalomethane(s) GC/MS Gas Chromatograph/Mass Spectrometer 'T'OC Total Organic Carbon TCP Iriductively Coupled Plasma TOX Total Organic Halogen Id Identification TPH Total Petroleum Hydrocarbons MCL Maximum Contaminant Level VOC Volatile Organic Compound MDL Minimum Detection Limit 'VPH Volatile Petroleum Hydrocarbons Page t of 2 n Special Handling: IJ O S dard TAT-7 to 10 bus' es days CRAW OF CUSTODY RECO � slr TAT-Dace Needed: 4 ro4 j .. ° All TATs subject to laboratory app al. SWIti1HW 14C Min 24-hour notification needed for rushes. Fate* • All samples are disposed of after b0 days 1f�'08AL IEAIi;OLOCY a of unless otherwise instructed. r Re ort To: p Iavf►ice To: Project No.: Site Name: Location: State: J Project MBr__ P.O.No.: RQN: Sampler(# I=N&2S20, 2 HCl 3=HZSO4 4= sco HNO3 5=NaOH 6=Arbic Acid_ i x 7=CH60H $=NaHSO4 10= Containers: :Apalyseg t:- J DW=Drinking Water OW—Groundwater WW-Wastew4ter 0=Oil SW=Surface Wager SO=Soil SL=Sludge A-Air Xl=S6Q*k %,0 X2— X3= ar •� c7 > > G=Grab C=Composite O� u x > U a Lab Id: Sample Id: Date. Time: $ o o c o AC° ' 03 '� 1 :. AC- 011 AQ:;_::: AC= ACV'; AG AC elm=aisTiedtry,: `Receivedliy ' irioie: _ 4• 4as_: l: Fax results when available to(_) Cl Irmail results wben available to k: t Condition upon Receipt: ❑Ioed O Ambient 17 "C 11 Almgren Drive•Agawam,Massachusetts 01001.413-789-9018•Fax 413-789-W6 www spectrum-analydcaLcorn 4 SOIL RESOURCE CONSULTANTS P.O. Box 752 Meriden, CT 06450 November 27, 2001 SRC Job No. 01-233 Tomek Grajewski, P.E. Zuvic Associates, Inc. 1722 Bartholomew Road Middletown, CT 06457 Dear Mr. Grajewski: Re: Wetland Delineation -Property of Mitchell, et. al. - 90 Brookfield Street -East Windsor, CT At your request, I have completed an onsite investigation of this site. The purpose of my investigation was to identify and delineate the onsite inland wetlands and watercourse boundaries. The field work was completed on October 22, 2001. The wetland and watercourse boundaries were marked with blue plastic flagging numbered WF-1 to WIT-46. Please refer to the enclosed sketch for the approximate location of the inland wetland and watercourse boundaries and selected wetland flag numbers. The sketch is not drawn to scale but is a field drawn representation of wetland and watercourse configurations. Flag numbers at property lines and other readily identifiable landmarks can be used to locate wetland lines in the field. The wetland soil map prepared for this site is a refinement of data found in the Soil Survey of Hartford County. Each map unit is composed of a unique combination of soils. Areas with the same symbol have a similar soil composition. The map units described below are based on data collected at this particular site. Soil surveys in Connecticut were originally conducted for primarily agricultural purposes and do not provide site specific information. The minimum area delineated on a soil survey map sheet is approximately 2-3 acres in size. For this reason there may be some differences between the following information and that published in the Soil Survey. INLAND WETLAND SOILS The identification of inland wetland areas on this site is based on my field observations of test borings and the guidelines of the National Cooperative Soil Survey Program. Test borings were done using a shovel and or hand auger. In Connecticut inland wetland soil categories include poorly drained soils, very poorly drained soils, alluvial and flood plain soils. Wetland Delineations Wetland Impact Evaluations Environmental Planning +� 2 Sb The Sb map unit is composed primarily of Saco soils on 0 to 5 percent slopes. These are very deep and very poorly drained. They formed in silty alluvial deposits. Saco soils are stratified with silt loam and very fine sandy loam materials. Below a depth of 40 inches these soils are composed of stratified sand. We The We map unit is composed primarily of Walpole soils on 0 to 3 percent slopes. These soils are very deep and poorly drained. They formed in glacial outwash materials. Typically Walpole soils have fine sandy loam topsoil and subsoil layers overlying a substratum of stratified sand and gravel. W\C The WC designation refers to the existence of a watercourse(flags WF-42 to WF-46) on the subject property. The watercourse is a well defined channel or ditch area that conveys excess surface water runoff from its drainage area as well as groundwater seepage areas and or inland wetland soil areas. NON-WETLAND SOILS The non-wetland soils were not studied or mapped in detail. Some observations were made of these soils during the process of identifying the inland wetland areas. The following map unit descriptions do not constitute a detailed soil investigation of these upland areas, but may be used as a guide in site planning. Nn The Nn map unit consists primarily of Ninigret soils on 0 to 3 percent slopes. These soils are very deep and moderately well drained. Ninigret soils formed in glacial outwash materials. Typically they have a fine sandy loam surface and subsoil layer overlying sand and gravel to a depth of 60 inches or more. Ud The Ud map unit consists of moderately well to well drained disturbed soils. It is composed of filled areas and areas consisting of both cut and fill. Soils in this map unit have been extensively disturbed by grading and filling activities associated with the existing developed portions of this site. Classification into natural soil units is impossible. This map unit is referred to taxonomically as Udorthents. Original diagnostic soil horizons are not present. Textures are predominantly fine sandy loams and or sandy loams. Permeability is variable due to the lack of soil profile structure caused by the grading activities. If you have any questions regarding this report, or need additional assistance with this site, please contact me. Sincerely, David H. Lor Certified Soil Scientist &Environmental Consultant \ GXI�I MULO//UI .J Laitnrlro r••..`• ' cn Barrier and Conc. Block Material Dividers t U Y CA � Y 4 o �a AO*��FM'ARY B. SHEF Conc Gorrier and Conc. Block Material Dividersk4 I r' Z ZONE DESK Material Stockpile Area t III THIS MAP IS VALID .ONL' SIGNATURE AND EMBOSS lP Found 7&00, $ W 1 ,lam \4• . . ... k.0 TO THE BEST OF O�PLEDGE AND BELIEF THIS b° _ . , :t .yam ov MAP IS SUBSTAN CORRECT .j NOTED HEREON. O' IS D ASSOCIATES, INC. THIS DOCUMENT OR ANY �41 OT RODUCED OR i �Y I<ltl6 OU ITTEN / f rCe rosE�0� SO AT INC. PHILI J. BRIEN I._. S. #14196 ���w�y� Benson Environmental Inc. 9 Old Purdy Station Road Newtown,CT 06470 Phone/fax—203-270-8012 Email—Bensonenv(.daol.com Zuvic Associates 1722 Bartholomew Road Middletown,CT 06457 February 5,2003 Environmental Services Inc.Project Impact Assessment Introduction Benson Environmental Inc.was contracted by Zuvic Associates to complete an environmental Impact assessment of a proposed river restoration project. The stream is the Podunk River and is located on the Environmental Services property located at 90 Brookfield Drive, South Windsor,CT. Approximately 20 years ago the Podunk River was channelized into a 46"culvert under the current parking lot of Environmental Services Inc. A proposed improvement to the property has resulted in an evaluation of the feasibility of restoring the river to the original state. Benson Environmental conducted a site visit on January 1,2003. The site visit included inspection of the stream prior to entering the culvert(site 1)and site 2 where the river emerged from the pipe at the southern end of the property. A cursory investigation of the Podunk River was made from this site to Vinton's Millpond. Results of Site Visit The Podunk River above the property(site 1)had a temperature of 1 degree Celsius,a conductivity of 165 umhos/cm and a flow of 0.1 m/sec. The conductivity of the water is a measure of the ability of the water to conduct electricity. The more conductive a body of water the more dissolved substances are present. For example distilled water has a conductivity of approximately 5 umhos/cm while a"polluted"eutrophic lake would have conductivity readings of greater than 300 umhos/cm. The reading of 165 for this river categorizes it in the middle range of water quality. The substrate of site 1 was 90%muddy silt, 10%gravel with 30%of this covered with aquatic plant growth. There was no suitable substrate for aquatic macro- invertebrate(insect larvae)growth,with the exception of the aquatic plant growth. Site 2 was located below the outfall from the culvert. The flow rate,temperature and conductivity remained the same at 0.1 m/second, 1 degree C and 165 umhos/cm,respectively. The bottom substrate was more suitable for macro-invertebrates,with50%muddy silt and 25%sand and 25%gravel. However the entire substrate was silted over and there were no visible aquatic plants present. It should be noted that the survey was done in the winter and many aquatic plants do not survive the colder temperature. South of site 1 before the stream enters the 46"culvert there is an old river crossing that includes three small culvert pipes under a narrow earthen bridge. These culverts appear to be old and might not be functioning as originally intended. One especially appears to be silted in and not functioning at all. This area of the site will be discussed in the recommendation section of the report. As stated in the introduction a cursory survey of the downstream conditions of the Podunk River were also completed. As the river travels south to Vinton's Millpond it of course increases in volume and velocity. The stream substrate improves and the habitat is suitable for macro-invertebrate growth. The stream runs through several areas of wetlands as it travels south crossing Strong Road and Ellington Road before entering Vinton's Millpond. 14' Discussion The main focus of this assessment is to evaluate the positive and negative impacts to the environment of restoring the section Podunk River that had been culverted 20 years ago. While some people always believe that returning an area to its"pristine"condition is the ultimate goal of environmental mitigation, this is not necessarily the case.The majority of the negative impacts to the Podunk River occurred 20 years ago when the pipe was installed. The negative impacts to this section of the river being in a culvert are minimal if at all. The possible beneficial impacts of the stream restoration have to be compared to the disruption of an ecosystem that has been in place for 20 years. After 20 years of channelization the biota of the river have adapted to situation and any disruption of the current.condition would result in negative downstream impacts to the Podunk River and possibly Vinton's Millpond. In other words the possible positive impacts that would result from a stream restoration do not out way the negative downstream impacts that would result from the restoration. Recommendations As a mitigation for the culverting of the river,it is not recommended that the 46"culvert be removed and the Podunk River restored to its original condition. A possible mitigation for Environmental Services hie. could be the removal of the bridge and three culverts above site 1 and construction of an instream detention basin that would decrease downstream sedimentation. There are no long-term positive water quality impacts to removal of the culvert while there are long-term positive impacts of a detention basin. Sincerely, Benson Environmental Inc., George A.Benson,President DRAINAGE REPORT 4 Proposed Truck-to-Truck Transfer Facility Environmental Services Inc_ 90 Brookfield Street South Windsor, Connecticut May 2003 Prepared By Zuvic Associates 1722 Bartholomew Road Middletown, Connecticut (860) 345-8357 DRAINAGE SUMMARY The proposed project is a Truck-to-Truck Transfer Facility at the Environmental Services Inc. Yard in South Windsor, Connecticut. The site is located at 90 Brookfield Street approximately 1100 feet north of the Troy Road intersection. The purpose of this facility will be to transfer miscellaneous materials (primarily waste and medical by-products) in sealed containers from one truck to another to facilitate and consolidate the transportation of these materials from generators to their final disposal destination. The existing site is developed along Brookfield Street and serves as a base of operations for Environmental Services. The facility also supports a municipal bus maintenance facility operated by Laidlaw. Across the Podunk River there are stockpiles of various materials such as topsoil, sand, rubble and gravel. There are three large buildings located off Brookfield Street, a house with garage and multiple small fuel sheds. The remainder of the site is comprised of a combination of paved, grassed, wooded and stone/gravel areas including two large concrete slab stockpile areas. The Podunk River enters the property from the north and immediately is channeled via triple 22' long 24-inch RCP's (apparently a former Framer's Bridge) and outlets in a low area approximately 70 feet south of the northern property line. Only two pipes are effectively carrying the flow, since the westernmost pipe is permanently submerged. From this point, the river is conveyed through the center of the site via a 46-inch corrugated metal pipe for a distance of 330 +/- feet and then flows in an open channel for 750 +/- feet prior to exiting the property. The total area of the property is 18.43 acres. The proposed development includes three parking / transfer bay roofed structures and one small office building. A new compacted gravel / stone surface will be installed as a wearing surface between the buildings. The structures and wearing surface are to replace existing compacted dirt / gravel areas. A 20-foot wide by 270-foot long section of the east bank of the Podunk River (presently dirt/gravel surface) will be slightly regraded and vegetated with an upland meadow mix. This strip will create a buffer to the watercourse and will improve aesthetics, wildlife habitat and water quality. Refer to Appendix A for an overall Drainage Plan. A drainage analysis was conducted to determine whether the proposed development would increase the peak rate of runoff from the property. The 10- year and 25-year rainfall events were analyzed. The Rational Method was used to compute peak flow rates generated from the subject site. The 2000 Connecticut DOT Drainage Manual was used to obtain runoff coefficients and rainfall intensities. The NRCS (formerly SCS) TR-55 methodology was used to compute the time of concentration as recommended by the Drainage Manual. A Hydraulic Report 90 1:lrook.fielc- St. S, Windsor 'a e; .1 o 2 summary of land use descriptions and areas, rainfall intensities, runoff coefficients and flow rates are included in Figure No. 1. Refer to Appendix B for time of concentration computations. As indicated in Figure No. 1, the peak flow rates for the post-development condition are slightly less than the pre-development flow rates. This is mainly due to the addition of the buffer strip along the river and the placing of the new structures in areas that are presently disturbed rather than clearing additional wooded areas or eliminating existing grassed areas. Since the post- development flow rates are less than or equal to the pre-development flow rates, no on-site detention is required. Additionally, stormwater quality will likely also be improved slightly for the post-development condition due to the reduction of stockpiles, new gravel wearing surface and the buffer strip along the river. Since all of the materials handled in the proposed transfer facility will be in sealed containers and the proposed transfer buildings will provide self-containment, the potential for an on-site spill is negligible. Hydraulic Report 90 1.1rookfield St. S. Windsor Not 21 of 2 FIGURE NO. 1 DRAINAGE WORKSHEET- RATIONAL METHOD PRE- VS. POST-DEVELOPMENT CONDITIONS PROJECT: PROPOSED TRUCK TO TRUCK TRANSFER FACILITY LOCATION: 90 BROOKFIELD STREET, SOUTH WINDSOR, CONNECTICUT PRE-DEVELOPMENT CONDITION POST-DEVELOPMENT CONDITION Land Use 10-Year 25-Year 10-Year 25-Year Type Runoff Area Weighted Flow Flow Area Weighted Flow Flow Coefficient acres Coefficient cfs cfs acres Coefficient cfs cfs Roofs, concrete, pavement 0.9 4.7 > 0.549 26.3 30.4 4.88 0.545 26.1 30.1 Grass and trees 0.3 3.77 3.77 Meadow 0.15 0 0.13 Woods 0.2 5.36 5.36 Stone/Gravel Areas 0.8 4.55 = ':3 4.29 Total= 18.43 18.43 10-Year Rainfall Intensity(in/hr) 2.5 25-Year Rainfall Intensity(in/hr) 3.0 Appendix A: Drainage Plan { Appendix B: Time of Concentration Computations NRCS TR-55 Methodology WORKSHEET D.1 - Time of Concentration Worksheet ` Project: ESI Truck to Truck Transfer Facility Location: SOUTH WINDSOR-BROOKFIELD ST. SHEET FLOW Surface Description: Grass (TABLE D-1) Manning's n: 0.24 (TABLE D-1) Flow Length(ft) : 125 L<=300 ft Land Slope(ft/ft): 0.005 Travel time(min) : 30.4 SHALLOW CONCENTRATED FLOW(Seg- 1) Surface Description : unpaved (paved or unpaved) Flow Length(ft) : 425 Watercourse Slope(ft/ft) : 0.008 Average Velocity(ft/s) : 1.4 (FIGURE D-1) Travel time(min) : 4.9 SHALLOW CONCENTRATED FLOW(Seg.2) Surface Description : unpaved (paved or unpaved) Flow Length(ft) : 180 Watercourse Slope(ft/ft) : 6036 Average Velocity(ft/s): 3.1 (FIGURE D-1) Travel time(min): 1.0 CHANNEL FLOW Bottom Width(ft) : 16 Side Slope(Z:1) : 1.5 Flow Depth(ft): 2 Cross-Sectional Flow Area(W2): 38.00 Wetted Perimeter(ft): 23.21 Hydraulic Radius(ft): 1.64 Channel Slope(ft/ft) : 0.0028 Flow Length(ft): 440 Manning's n: 0.035 Flow Velocity(ft/s): 3.1 Travel time(min): 2.3 *'°****TOTAL TRAVEL TIME'**'"'"'*"` 38.6 SAY 39 MINUTES Hydrology 6.B-9 RAINFALL INTENSITY(in/hr) DURATION DURATION 2 Yr 5 Yr 10 Yr 25 Yr 50 Yr 100 Yr 31 0.52 1.9 2.4 ( 2.8 3.3 3.6 4.0 32 I 0.53 I 1.9 I 2.4 I 2.7 I 3.2 I 3.6 I 4.0 33 I 0.55 I 1.8 I 2.4 I 2.7 I 3.2 I 3.6 I 3.9 34 I 0.57 I 1.8 2.3 I 2.7 I 3.2 I 3.5 I 3.9 35 I 0.58 I 1.8 2.3 I 2.6 I 3.1 3.5 I 3.8 36 I 0.60 I 1.8 I 2.3 I 2.6 I 3.1 3.4 I 3.8 37 I 0.62 I 1.7 I 2.2 I 2.6 I 3.0 I 3.4 I 3.7 38 I 0.63 I 1.7 I 2.2 I 2.5 I 3.0 I 3.4 3.7 39 I 0.65 I 1.7 2.2 2.5 I 3.0 I 3.3 I 3.7 40 I 0.67 I 1.7 I 2.1 I 2.5 I 2.9 I 3.3 I 3.6 11 41 I 0.68 I 1.6 I 2.1 2.4 I 2.9 I 3.2 I 3.6 42 I 0.70 1.6 I 2.1 2.4 I 2.8 I 3.2 3.5 43 I 0.72 I 1.6 I 2.1 2.4 I 2.8 I 3.1 I 3.5 44 I 0.73 I 1.6 I 2.0 I 2.3 I 2.8 3.1 I 3.4 45 I 0.75 I 1.5 2.0 I 2.3 I 2.7 3.1 I 3.4 46 I 0.77 1.5 2.0 I 2.3 I 2.7 I 3.0 I 3.3 47 I 0.78 1.5 I 1.9 I 2.2 I 2.6 I 3.0 I 3.3 48 0.80 I 1.5 I 1.9 I 2.2 I 2.6 I 2.9 I 3.2 49 I 0.82 I 1.5 I 1.9 I 2.2 I 2.6 ( 2.9 I 3.2 50 I 0.83 I 1.4 I 1.8 I 2.1 I 2.5 I 2.8 I 3.2 51 I 0.85 1.4 I 1.8 I 2.1 I 2.5 I 2.8 I 3.1 52 I 0.87 1.4 I 1.8 2.1 I 2.5 I 2.8 I " 3.1 53 ( 0.88 I 1.4 I 1.8 I 2.0 I 2.4 I 2.7 I 3.0 54 I 0.90 I 1.3 I 1.7 I 2.0 I 2.4 I 2.7 3.0 55 I 0.92 ( 1.3 1.7 2.0 I 2.3 I 2.6 2.9 56 0.93 I 1.3 I 1.7 1.9 I 2.3 I 2.6 2.9 57 I 0.95 I 1.3 ( 1.6 1.9 I 2.3 I 2.5 I 2.8 58 I 0.97 I 1.2 I 1.6 I 1.9 I 2.2 I 2.5 2.8 59 I 0.98 1.2 ( 1.6 1.8 I 2.2 I 2.5 2.7 60 1.00 1.2 1.5 I 1.8 2.1 2.4 2.7 Rainfall Intensity/Duration/Frequency Relationship for Connecticut(English Units) Table B-2.1 continued October 2000 ConnDOT Drainage Manual mn mlrviras, I nr EnVIO ranmL L 40 Brookfield Strut South Windsor, Cf 06074 (860)528-9500 (860)289-0138(FAX) June 11, 2003 State of Connecticut Department of Environmental Protection N Bureau of Water Management 4 79 Elm Street nR3 Hartford, CT 06106 :f:„F wilt Attention: Ms. Carol Papp RE: Annual SPCC sampling event for 90 Brookfield Street, South Windsor, CT. Dear Ms. Papp: Enclosed are the annual surface water sampling p ng results required to maintain r the general permit for the discharge of storm water at the above-mentioned facility. As per our conversation, the enclosed laboratory analytical results are for the year 2002 annual sampling event. An additional sampling event will be performed before the end of October of this year to satisfy the year 2003 sampling event - requirement. Based upon the results, there was a detection of Nitrate as Nitrogen at a concentration of 2.3 mg/L for all three sampling points. Currently the goal for this ` facility is 1.5 mg/L. All other remaining parameters appear to meet the facilities SPCC monitoring goals. Once you have reviewed the enclosed information please contact me to discuss. I can be contacted at 860.528.9500. Sin rely, Brian L. Rich Remediation Project Manager Field Engineer Service-'..enters located Throughout Southern New England IlaGeneral Permit for the discharge of Stormwater Associated with Industrial Activity Stormwater Monitoring Report Form FACILLTY INFORMATION Name(owner,operator) - 1?/1/ `t/ I f Mailing Address_ 90 ,A�if=/fiY (�T; S'O cl ZIA C/�/ j C1j� 070! Business Phone 0960 52l'95DO ext• 4I�_F — Fr ` Contact Person G tdx Title: C/G/Ti`� �(,(/k' Site Address: Receiving Water(name,basin) Q ` Stormwater G.P. Registration# GSI 0 0l�' _ SIC Code Check this box if number of employees is 25 or less,or if operated by a municipality: 5AMPLXNG INFORMATION Sample Location Co — Date/Time Collected &4 Person Collecting Sample Storm Magnitude Cinche s) ) ©' ? Storm Duration(hours) -�`c ,S Date of Previous Storm Event ff'% /�, 1)� Rainfall pH MONITORING RESULTS Parameter Method Results omits .) Laboratory Oil&Grease (r L I< ,�\� pf c PH r Sd. •� u,* COD Sm 5zZo 0 to en IIL- TSS 5'M 2 o D ' C TP 3.65.2 . 0.6 J TKN 00 N 3 OX L NO3-N300.0 �o� a2."� L . Fecal Coliform Total Copper o I a o200, 0,002P4 L Total Zinc a•o p- 0 0.a'f L Total Lead all S 311 g G 0.0 0-1 M L 24 Hr.LC50 (o� _ �0 6or >-/a o o < 48 Hr. LC50 ' hv7 rMn R- da -9v a2 �fvo ga � Attach separate Page(s)to report additional parameters monitored pursuant to part VI.C.La of the General Permit. STATEMENT OF ACKNOwLFDGNM I certify that the data reported on this document were prepared de my direction or supervlsion*in accordance with the General Stormwater Permit. The i mation sub ed is o b and complete, est of my knowledge and belief,true,accurate Authorized Official ` �, C Signature: ` r� Date: s' O.� (Printed on Recycled Paper) 79 Elm Street • Hartford, CT 06106-5127 An Equal Opportunity Employer CUDGeneral Permit for the discharge of Storrawater Associated with Industrial Activity Stormwater Monitoring Report Form FACILITY INFORMATION Name(owner,operator) �%)-t A) t�l Mailing Address_ �?o /�, i �/ "( ��, &)(I Business Phane�(e0 5Z�-9�spo ext.: - Kate, � - _ O`? "% Contact Person V.r►C.^ i Title:25%le1eL�-� Site Address: �--- Receiving Water(name,basin) Stormwater G.P. Registration# GSI d 0l2 7 SIC Code Check this box if number of employees is 25 or less,or if operated by a municipality: SAMPLING INFORMATION Sample Location m/D Date/Time Collected 5-1 2/ a 3 !(SO . Person Collecting Sample Storm Magnitude(inches) 6��" / Storm Duration(hours) Date of Previous Storm Event t l 3 © r Rainfall pH �• �� MONITORING RESULTS Parameter Method Results units) Lab- o rato Oil&Grease j(,V 2: 1 Ak. ,E. L pH fSo. t �3 - GOD Sm 5'z2.o p TSS - S'r'1 2S'(0-D (� TP '6 S 2 p.(, L TKN Sa-0 Nf 3 n- U NO3-N 3 oo.o ASML P, Fecal Coliform 222 a O t • w•IS_ Total Copper oto E_200• 6..O(1 L Total Zinc VooCc/0 0,aoTotal LeadV 24 Hr.LC5048 Hr. LC50 ra! ( } n(1 O Env(P%j4rn—A sic thn Attach separate page(s)to report additional parameters monitored pursuant to part VI.C.l.a of the General Permit, STATEMENT OF ACKNOWLEDGMENT I certify that the data reported on this document were prepared under my direction or supervision'in accordance with the General Stormwater Permit. The information submitted is,to the best of my knowledge and belief,true,accurate and complete, Authbrized Official: Signature: f Date: S-Gj (Printed on Recycled Paper) 79 Elm Strect a Hartford, CT 06106-5127 An Equal Opportunity Employer General Permit for the discharge of Stormwater Associated with Industrial Activity Stormwater Monitoring Report Form FACILITY INFORMATION Name(owner,operator) C�� Mailing Address 90 Ae_x"�6" go - &6 7o Business Phone 66d 5Z -95"00 ext.; 1,a Fax._ o --2 R. 1- Ole ' Contact Perso Title:1�C/e-:TY Site Address: I �--- Receiving Water(name,basin) Q Stormwater G.P. Registration# GSI d�1.� 7 SIC Code Check this box H number of employees is 25 or less,or if operated by a municipality: SAMPLING INFORMATION Sample Location D o O 3 --E Date/Time Collected 2i o 3 Person Collecting Sample o tn! r a ��-: Storm Magnitude(inches) 4 hf t '6u 'i Storm Duration(hours)_ Date of Previous Storm Event v 3 03 Rainfall pH -s� MONITORING RESULTS Parameter Method Results(units) Lab - Oil&Grease pH 1 ro,I .5-8 614 COD 3w) 5 22a 1) `Zo A& -- TSS SvK�tfop TP 36. TKN S 1500 N{ q�- NO3-N 3 oo.o a. C_ Fecal Coliform 1 s: D oo VK Total Copper rao 10 E p.op L, Total Zinc atoo,� �c>Iv J0040 . L Total Lead al 31f3 0.0 24 Hr.LC50 t)0 90 o2?F ? L o o L I rove ` 48 Hr.LC50 (oov _ oZ (00 0 �^ v, RVtYaA Attach separate page(s)to report additional parameters monitored pursuant to Part VI.C.1.a of the General Permit. STATEMENT OF ACKNOWLEDGMENT I certify that the data reported on this document were prepared under my direction or supervision in accordance with the General Stormwater Permit. Thr,i formation submitt is,to the best o£ and complete. my knowledge and belief,true,accurate Authorized Official: Signature: Date: (Printed on Recycled Paper) 79 Elm Street • Hartford, CT 061 06-51 27 An Equal Opportunity Employer ' o\��O 1N ACCOq�4yn NIX 4 y Environmental Laboratories: Inc. 587 Fast Middle Turnpike,P.0-Box 370,Manchester,CT 06040 Tel.(860)646-1102 F"(860)045-0823 Draft Progress Report Fo,": Attn: Mr.13riaa Rich Environmental Services Inc May 29, 2003 90 Brookfield Street South Windsor,CT 06074 Sample Information. Custody Information Date Time Matrix: WATER. Collected by: RW 05/21/03 11:45 Location Code: ESI Received by: KJB 05/21/03 13:54 Rush Request: Analyzed by: see "By"below P.O.#: 12371 L SDG Z.D.; GAE8I348 aboratory Data Phoenix I.D.: AE$1348 Client ID: 001M2003 D001-INF Parameter Result RL Units Date Tiaae By Reference Chromium BDL 0.001 mg/L 05/22/03 EIS 200.7/6010 Copper 0.002 0.001 mg/L 05/22/03 EK 6010/E200.7 Nickel BDL 0.001 mg/L 05/22/03 EX 200.7/6010 Lead(Furnace) BDL 0.001 mg/L 05/23/03 R/T 7421/83113B Zinc 0.007 0.002 mg/L 05/22/03 EK 200.7/6010 Fecal Coliforms 230 10 /100 Mh. 05/21/03 15s30 IM 9222D C.O.D. BDL 10 ing/l, 05/22/03 CL SM5220 D Nitrate as Nitrogen 2.3 0.05 mg/L 05/22/03 13:15 GAB 300.0/9056 Oil and Grease by EPA 1664 BDL 1.5., mg/L 05/23/03 SD EPA 1664 pH 6.73 0.10 pH Units 05/21/03 23:00 CD E150.1/SW8045 Nitrogen Tot KjeldaW 0.91 0.1 mg/L 05/21/03 JR S4500NH3 Phosphorus,TP04 as P 0.06 0.01 mg/L 05/22/03 JL E365.2 Total Suspended Solids BDL 5 mg/L 05/22/03 CF/ SM2640D Total Metals Digestion Completed 05/21/03 G SW846-3005 Aquatic Toxicity Pending Comments: ND=Not detected RDL= Below Detection Mmit ftL=Reporting Limit If there are any questiom;regarding this data,Please call Phoenix Client Services at exctemi.on 200. PLEASE NOTE: THIS PROGRESS REPORT IS CONSIDERED PRELIMINARY DATA. THE RESULTS ENTERED RAVE NOT BEEN EXAMINED BY OUR,QA/QC DEpA1lTMENT. Page 1 of 8 I.V •V I V I I ' V N A C C 0 ti o r R 1 4� a x Environmental Laboratories, Inc. 587 East Middle Tuaempike,P,O.Box 370,Manchester,CT 06040 Tel.(860)645-1102 Fax(860)645-0823 Draft ,rrooveSs Report FOR: Attn: Mr.Eri,anRich May 29, 2003 Environmental Services Inc 90,Brookfield Street South Windsor,CT 06074 8amvle Information Custody Information Date Time Matrix. WATER Collected by: RW 05/21/03 11:50 Location Code: ESI Received by: KJB 05/21/03 13:54 Push Request: Analyzed by: see 'By"below 12371 Laborato ;y� Data SOG I.D.: GAE8x34s Phoenix Z.A.: AE81349 Client ID: 00IM2003 D002-MID Parameter Result RL Units Date Time Dy Reference Ckxxowium 0.001 0.001 mg/L 05/22/03 EK 200.7/6010 Copper 0.004 0.001 mg/L OSJ22/03 EK 6010/E200.7 Nickel BDL 0.001 mg/L 05/22/03 EX 200.7/6010 Lead(Furnace) 0.002 0.001 mg/L 064M/03 R/1` 742VS3113B Zinc 0.008 0.002 mg/L 06/22/03 EK 200.7/6010 Fecal Coliforms 1,20 10 /100 rau. 05/21/03 15:30 RM 92221) C.O.D. BDL 10 mg/L 05/22/03 CL SM5220 D Nitrate as Nitrogen 2.3 0.06 mg/L 05/22/03 13:24 GAD 300.0/9056 Oil Ond Grease by EPA 1664 2.1 1.5 mg/L 05/23/03 SD EPA 1664 PH 6.73 0.10 pH Units 05/21/03 23,.00 CD E150.11SW9045 Nitrogen Tot Kjeldalxl 0.99 0.1 mg/L 05/2I/03 SIB S4E50ONH3 Phosphorus,TP04 as P 0.08 0.01 mg/L 05/22/03 JL E365.2 Total Suspended Solids 8 5 mg/L 05/22/03 CF/ SM2540D Total.Metals Digestion Completed OS/21/03 G SW946-3005 Aquatic Toxicity Pending Comments: ND=Not detected BDL=Below Detection Limit RL=R.epoxting Limit If there are any questions regarding this data,please call Phoenix Client Services at extension 200. PLEASE NOTE: THIS PROGRESS REPORT IS CONSIDERED PRELIMINARY DATA. THE RESULTS ENTERED HAVE NOT BEEN EXAMINED BY OUR QA/QC DEPARTMENT. Page 2 of 3 • � � � �O`��� \N A C C O AQ9�F :. IX. Q Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Rox 370,Maecheuter,CT 06040 TeL(860)645-1102 Fax(860)645-0823 Draft Progress Report FOR: Attn: Mr.Brian Bich May 29, 2003 Environmental Services Inc 90 Er ooldield Street South.Windsor,CT 06074 She Information Custod Information Date Time Matrix: WATER Collected by: RW 05/21/03 11:55 Location Code: ESI Received by: KJB 05/21/03 13:54 Rush Request. Analyzed by: see "By"below P.O.#: 12371 Laboratory Data SDG I.D.: GAE81348 Client ID: 001M2003 D003-EFIr' Phoenix I.D.: AE8135i0 Parameter Result RL Units Date Time By Reference Chromium DDL 0.001 mg/L 05/22/03 EK 200.7/6010 Copper 0.003 0.001 Mg/L 05M2/03 EJK 6010/E200.7 Nickel $DL 0.001 mg/L 05/22/03 EK 200.7/6010 Lead(Furnace) 0.001 0.001 mg/L 05/23/03 R/T 7421/S3113B Zinc 0.006 0.002 mg/L 05/22/03 EK 200.7/6010 Fecal Coliforms 200 10 /100 ub. 05/21/03 15:30 RM 9222D C.O.D. 20 10 mg/L 05/22/03 CL S ' MS22a D Nitrate as Nitrogen 2.3 0.05 mg/L 05/22/03 13,32 GAD 300.0/8056 Oil and Grease by EPA],664 1.7 1.5 mg/L 05/23/03 SD EPA 1664 pH 6.58 0.10 p$Units 05/21/03 23:00 CD F160J/SW9045 Nitrogen Tot Kjeldahl 0.95 0.1 mg/L 05/21/03 JB S4500NH3 Phosphorus,TP04 as P 0.08 0.01 mg/L 05/22/03 Total Suspended Solids g JL E365.2 5 mg/L 05/22/03 CF/ SM2540D Total Metals Digestion Completed 05/21/03 G SW846-3005 Aquatic Toxicity Pending COMMentg' ND=Not detected BDL=Below Detection Limit RL= Reporting Limit If there are anq CAUestiomq regarding this data,please call Phoenix Client Services at extension 200, PLEASE NOTE: THIS PROGRESS REPORT IS CONSIDERED PRELIMINARY DATA. TM RESULTS ENTERED HAVE NOT BEEN EXAMINED BY OUR"QC DEPARTMENT. Page 3 of 3 Stormwater Acute Tonicity Test Data Sheet Source: "Date Begin: Date End: Technician: Starting Hour: CAS_ Dilution Water: Synthetic Freshwater 50±5 mg/L as CaCO3 Test Species: Daphnia pulex <24 hours old # IndividuaislConcentrotion: ';�C> Temp. Range:20 1-C Start Time: DILUTION% 0 A 08 1 6'/4 A F61/413 12'/a A 12'/7 B, 25A 25B .50A 508 100A 100B D.O. (� � - ?�b ?t0 a pH TEMP. Lt ab o�GGp v'o . o-0- � �� © c`�L� c40 COND. b 7 I 0✓r �5 o c�- L 0 HARDNESS 24 Hours %SURVIVAL It{) wo AJQ loo '70 6) w �� �0 D.O. 1 •�l � � -?4 23 -1 TEMP. Q COND. 48 Hours %SURVIVAL Q() JQo to ...X '70 110 p6 100 /'Q' q0 TEMP. n COND. 1�� l�� ab1� Reference Toxicant Results Test Species Dote 3 Reference Toxicant Source LC50 Daphnia puler �3 (�Vk1 C)Z- b Please send completed form to: WATER TOXICS PROGRAM COORDINATOR BUREAU OF WATER MANAGEMENT DEPARTMENT OF ENVIRONMENTAL PROTECTION 79 ELM STREET HARTFORD, CT 06 1 06-5 1 27 Stormwater Acute Toxicity Test Data Sheet Source: �35d Date Begin: a Date End; Technician: Starting Hour: C,Dilution Water. Synthetic freshwafer 50±5 m L as(-eir,O Test Species:.Doj2hnfa outgx <24 ho rs old 0 Individuals/Concentration: Temp. Range:20 Starf Tlrne: DILUTION% 0 A 08 6'/4 A 6% B 12'/z AM1250A SOB )OOA t 00B ,7.3 TEMP.COND- tG lf2b HARDNESS 7a 0 24 Hours %SURVIVAL Tr l o UL) 'o l�� 1a pH 7 ?, TEMP, b _ 48 Hours %SURVIVAL �{� v b I6b 170 D.O. -2 12 pH TEMP. �.o 100 o 0 P'�'Zo . a 6 a.� o a� coND. 155 -� , Reference Toxicant Results Test Species Date Reference Toxicant Source LC50 Daphnia pulex ���t; a �uN3C)3 13--0 2 CT V6 Please send completed form to: WATER TOXICS PROGRAM COORDINATOR BUREAU OF WATER MANAGEMENT DEPARTMENT OF ENVIRONMENTAL PROTECTION 79 ELM STREET HARTFORD, CT 06106-5127 Environmental Laboratories, Inc. P NIX 587 East Middle Turnpike, P.O. Box 370, Manchester,CT 06040 CHAIN OF CUSTODY RECORD Tel. (860) 645-1102 Fax(860)645-0823 Client Services (860) 645-8726 DATE RCVD: Q Project: Project P.O.. Address: Report To: ,I �Ci4 Phone#: Invoice To: Fax#: ( ) Ciient Sample—Information—Identification Analysts Requested �'' 15•�' v � Sampler's Signature Date S v X Qq• ��' 0 Oa �01ol 0��� Item Customers Sample �, ���, x Lea �1'HOEKIX # ,Sample Ident Matrix Date T ne ��„ 40�' eon' C�v �`a qQV ,SAMPLE# rSJ3 AE8i Z&O W X / Li AC r -,01 2- f e t Imo? 1q6 1�9 i!:a o k € Item# Relinquished by: Accepted by: Date: Time: Comments: Standard lab turnaround is 14 working clays. Accelerated turnarounds are always available.Check with office on prevailing surcharge.ACCELERATED TURN- AROUND TIME REQUESTED:,_I _2 _3 _4 _5 working days. LAW OFFICES OF WAYNE CHRISTOPHER GERLT 112 DEMING STREET RECEIVED P.O.BOX 1132 �( SOUTH WINDSOR,CONNECTICUT 06074-1 1 32 JUN 1 R b Z003 U TEL.(860)644-2565 FAX(860)644-2567 June 17 2003 SOUTH WINDSOR PIANNV"�PLT'WCGESQ@AOL.COM Certified Mail Return Receipt Requested Mr. William Aman ✓ �c2 Mayor (/N� �C`Q Town of South Windsor ,9 1540 Sullivan Avenue rTy� Z000 South Windsor, CT 06074 / -yl Re: Open Space Land—Morgan Farms Application by Environmental Services,LLC concerning 90 Brookfield Street,South Windsor, CT Dear Mayor Aman: In accordance with Section 7.3b of the South Windsor Inland Wetlands Watercourses and Conservation Regulations, we are required to notify you that an application has been filed on the property abutting yours and may be subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner,you are invited to any hearing to ask questions and/or give comments; however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will be heard, please contact Mr. Jeffrey Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511 Ext. 253. If you have any other questions, please don't hesitate to contact Mr. Folger or the undersigned at the number shown above. S Sincerely, incere o Attofor he4pofitnt WCG:mt LAW OFFICES OF WAYNE CHRISTOPHER GERLT 1 12 DEMING STREET P.O.BOX 1132 SOUTH WINDSOR,CONNECTICUT 06074-1132 TEL.(860)644-2565 FAX(860)644-2567 June 17,2003 E-MAIL:WCGESO®AOL.COM Certified Mail Return Receipt Requested Mr. John Stigliano 30 Brookfield Street South Windsor, CT 06074 Re: 30 Brookfield Street,South Windsor, CT Application by Environmental Services,LLC concerning 90 Brookfield Street,South Windsor, CT Dear Mr. Stigliano: In accordance with Section 7.3b of the South Windsor Inland Wetlands Watercourses and Conservation Regulations, we are required to notify you that an application has been filed on the property abutting yours and may be subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner, you are invited to any hearing to ask questions and/or give comments; however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will be heard, please contact Mr. Jeffrey Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511 Ext. 253. If you have any other questions, please don't hesitate to contact Mr. Folger or the undersigned at the number shown above. /Sincerely, ' r ayn stop h ,er Atto y for the Applicant WCG:mt LAW OFFICES OF WAYNE CHRISTOPHER GERLT 1 12 DEMING STREET P.O.BOX 1 132 SOUTH WINDSOR,CONNECTICUT 06074-1132 TEL.(860)644-2565 FAX(860)644-2567 June 17, 2003 E-MAIL:WCGESQOAOL.COM Certified Mail Return Receipt Requested MBS Graham LLC 200 Sullivan Avenue South Windsor, CT 06074 Re: 124 Brookfield Street,South Windsor, CT Application by Environmental Services,LLC concerning 90 Brookfield Street,South Windsor, CT Dear MBS Graham LLC: In accordance with Section 7.3b of the South Windsor Inland Wetlands Watercourses and Conservation Regulations, we are required to notify you that an application has been filed on the property abutting yours and may be subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner, you are invited to any hearing to ask questions and/or give comments; however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will be heard, please contact Mr. Jeffrey Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511 Ext. 253. If you have any other questions, please don't hesitate to contact Mr. Folger or the undersigned at the number shown above. Sincerely, ayne C stopher rlt Atto v for the Applic WCG:mt LAW OFFICES OF WAYNE CHRISTOPHER GEnT 112 DEMING STREET P.O.BOX 1132 SOUTH WINDSOR,CONNECTICUT 06074-1132 TEL(860)644-2565 FAX(860)644-2567 June 17,2003 E-MAIL:WCGESQDAOL.COM Certified Mail Return Receipt Requested John James&Della T. Mitchell . 40 Windy Hill South Windsor, CT 06074 Re: 110 Brookfield Street,South Windsor, CT Application by Environmental Services,LLC concerning 90 Brookfield Street,South Windsor,CT Dear Mr. and Mrs.Mitchell: In accordance with Section 7.3b of the South Windsor Inland Wetlands Watercourses and Conservation Regulations, we are required to notify you that an application has been filed on the Property abutting yours and may be subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner,you are invited to any hearing to ask questions and/or give comments; however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will be heard, please contact Mr. Jeffrey Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department,644-2511 Ext.253. If you have any other questions, please don't hesitate to contact Mr. Folger or the undersigned at the number shown above. Sincere , a Christop r G t A rney for the A icant WCG:mt LAW OFFICES OF WAYNE CHRISTOPHER GERLT 112 DEMING STREET P.O.BOX If 32 SOUTH WINDSOR,CONNECTICUT 06074-1132 TEL.(860)644-2565 FAX(860)644-2367 June 17,2003 E-MAIL:WCGESO®AOL.COM Certified Mail Return Receipt Requested Town Clerk Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Open Space Land—Morgan Farms Application by Environmental Services,LLC concerning 90 Brookfield Street,South Windsor,CT Dear Town Clerk In accordance with Section 7.3b of the South Windsor Inland Wetlands Watercourses and Conservation Regulations, we are required to notify you that an application has been filed on the Property abutting yours and may be subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner,you are invited to any hearing to ask questions and/or give comments; however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will be heard, please contact Mr. Jeffrey Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department,644-2511 Ext.253. If you have any other questions, please don't hesitate to contact Mr. Folger or the undersigned at the number shown above. Sincerely, yne pher Atto for the Appli t WCG:mt LAW OFFICES OF WAYNE CHRISTOPHER GERLT 112 DEMING STREET P.O.BOX 1182 SOUTH WINDSOR,CONNECTICUT 06074-1182 TEL.(860)644-2565 FAX(860)644-2567 June 17,2003 E-MAIL:WCGESOOAOL.COM Certified Mail Return Receipt Requested Mr. William Aman Mayor Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Open Space Land—Morgan Farms Application by Environmental Services,LLC concerning 90 Brookfield Street,South Windsor,CT Dear Mayor Aman: In accordance with Section 7.3b of the South Windsor Inland Wetlands Watercourses and Conservation Regulations, we are required to notify you that an application has been filed on the property abutting yours and may be subject to a hearing by the Wand Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner,you are invited to any hearing to ask questions and/or give comments; however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will be heard, please contact Mr. Jeffrey Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511 Ext.253. If you have any other questions, please don't hesitate to contact Mr. Folger or the undersigned at the number shown above. Sincerely, 4Attofor the plicant WCG:mt LAW OFFICES OF WAYNE CHRISTOPHER GERLT 112 DEMING STREET P.O.BOX 1132 SOUTH WINDSOR,CONNECTICUT 06074-1132 TEL.(860)644-2563 FAX(860)644-2567 June 17,2003 E-MAIL:WCGESQQAOL.COM Certified Mail Return Receipt Requested Mr. Mathew Galligan Town Manager Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Open Space Land— Morgan Farms Application by Environmen tal Services LLC concerning 90 Brookfield Street,South Windsor, CT Dear Mr. Galligan: In accordance with Section 7.3b of the South Windsor Inland Wetlands Watercourses and Conservation Regulations, we are required to notify you that an application has been filed on the property abutting yours and may be subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner, you are invited to any hearing to ask questions and/or give comments; however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will be heard, please contact Mr. Jeffrey Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511 Ext. 253. If you have any other questions, please don't hesitate to contact Mr. Folger or the undersigned at the number shown above. Sincerely r ayne stophe t Atto y for the App icant WCG:mt LAW OFFICES OF WAYNE CHRISTOPHER GERLT - 112 DEMING STREET P.O.BOX 1 132 SOUTH WINDSOR,CONNECTICUT 06074-1132 TEL.(860)644-2365 FAX(860)644-2567 June 17,2003 E-MAIL:WCGESO®AOL.COM Certified Mail Return Receipt Requested Carlton E. and Rose Johnson 70 Brookfield Street South Windsor, CT 06074 Re: 70 Brookfield Street,South Windsor,CT Application by Environmental Services,LLC concerning 90 Brookfield Street,South Windsor, CT Dear Mr. and Mrs. Johnson: In accordance with Section 7.3b of the South Windsor Inland Wetlands Watercourses and Conservation Regulations, we are required to notify you that an application has been filed on the property abutting yours and may be subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner, you are invited to any hearing to ask questions and/or give comments; however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will be heard, please contact Mr. Jeffrey Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511 Ext. 253. If you have any other questions, please don't hesitate to contact Mr. Folger or the undersigned at the number shown above. Sincerely, ' yne stopher erl /G Atto for the Appli ant WCG:mt LAW OFFICES OF WAYNE CHRISTOPHER GERLT 112 DEMING STREET P.O.BOX 1132 SOUTH WINDSOR,CONNECTICUT06074-1132 TEL.(860)644-2565 FAX(860)644-2567 June 17,2003 E-MAIL:WCGESQ®AOL.COM Certified Mail Return Receipt Requested Mrs. Judith F.LaPointe 50 Brookfield Street South Windsor, CT 06074 Re: 50 Brookfield Street,South Windsor,CT Application by Environmental Services,LLC concerning 90 Brookfield Street,South.Windsor,.CT . Dear Mrs. LaPointe: In accordance with Section 7.3b of the South Windsor Inland Wetlands Watercourses and Conservation Regulations, we are required to notify you that an application has been filed on the property abutting yours and may be subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner,you are invited to any hearing to ask questions and/or give comments; however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will be heard, please contact Mr. Jeffrey Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511 Ext.253. If you have any other questions, please don't hesitate to contact Mr. Folger or the undersigned at the number shown above. Sincerely, ayne stopher G t Atto for the Appli t WCG:mt STATE OF CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION � ytlNly June 18, 2003 Mr. Mayor RECEIVED Town Hall 1540 Sullivan Ave. JUN 2 3 200 South Windsor,Connecticut 06074-2786 South Windsor Re: CGS Section 22a-6h Notice INLAND WETLANDS AGENCY Environmental Services,LLC CONSERVATION COMMISSION Application No. 199805169 Dear Mr. Streeter: Section 22a-6h of the Connecticut General Statutes(CGS)requires the Commissioner of the Department of Environmental Protection(DEP),prior to approving or denying certain permit applications,to publish or cause to be published notice of his tentative determination regarding such applications. This Section also requires that"The Commissioner shall further give notice of such determination to the chief elected official of the municipality in which the regulated activity is proposed." In accordance with this requirement,we are providing to you a copy of the Notice of Tentative Determination and a Fact Sheet regarding the above-referenced application. If you have any questions,please contact Carmen Holzman at(860)424-3569. Sincerely, Michael Harder Acting Bureau Chief Bureau of Waste Management Enclosures cc: Matthew B.Galligan,Town Manager Nancy E.Kerensky,House of Representatives Gary D.Lebeau,State Senate (Printed on Recycled Paper) 79 Elm Street • Hartford, CT 06106-5127 http://dep.state.ct.us An Equal Opportunity Employer STATE OF CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION 4-7en NOTICE OF TENTATIVE DETERMINATION The Commissioner of Environmental Protection("Commissioner")hereby gives notice pursuant to Sections 22a-6, 22a-6h and 22a-454(a)of the Connecticut General Statutes that he has made a tentative determination to approve an application submitted by Environmental Services, LLC. ("the applicant"or"ESL")for a permit to operate a truck-to- truck transfer area,a 10 day or less storage area for RCRA and non-RCRA wastes,a 30 day roll-off storage area for non-RCRA regulated media and a storage area for universal wastes. Applicant Name: Environmental Services,LLC Address: 90 Brookfield Street, South Windsor,Connecticut 06074 Contact Name: Bruce Devanney, Vice-President Telephone number: (860)528-950.0 Application Number: 199805169 The applicant seeks authorization to transfer,consolidate and store Resource Conservation and Recovery Act ("RCRA")hazardous wastes,non-RCRA hazardous wastes and universal wastes. The universal wastes will be managed in accordance with Connecticut's Hazardous Waste Management Regulations,Section 22a-449(c)-113. The transfer,consolidation and storage of wastes will be performed in accordance with Department of Transportation ("DOT")Segregation of Hazardous Materials,49 CFR§ 177.848 requirements. The authorized RCRA hazardous waste types will be(1)wastes that exhibit one or more of the following characteristics: ignitability, corrosivity, reactivity or toxicity,and(2)listed wastes,which include non-specific source wastes,discarded commercial chemical products,and off-specification container residues and spills residues thereof(wastes codes range from F001 to F039, POOI to P205 and U001 to U411,respectively). The authorized non-RCRA waste types will be Connecticut regulated wastes(CRO 1 through CRO5). The truck-to-truck transfer area will be utilized for the transfer(from one vehicle to another or from one mode of transportation to another(trailers))and consolidation of containerized shipments of RCRA and non-RCRA wastes. There are two(2) 10 day or less storage areas for the sole purpose of storing RCRA and non-RCRA containerized wastes in trailers,RCRA wastes in roll-offs or a combination thereof. The maximum volumetric storage capacity for this area is 44,000 gallons. The 30 day roll-off storage area may store non-RCRA regulated media for up to 30 days. The maximum quantity of non-RCRA wastes to be stored in roll-offs in this area is 250 cubic yards. The proposed activity will take place at 90 Brookfield Street, South Windsor,Connecticut. Interested persons may obtain copies of the application from the applicant. The application,draft permit, fact sheet, and other materials are available for inspection by contacting Carmen P.Holzman at the office of the DEP,Bureau of Waste Management,79 Elm Street,Hartford,Connecticut,telephone number(860)424-3569,Monday through Friday,from 8:30 a.m.to 4:30 p.m.,excluding holidays. The draft permit and fact sheet are available for inspection at the Reference Section of the South Windsor Public Library, 1550 Sullivan Avenue,South Windsor,Connecticut, telephone number(860)644-1541,Monday through Thursday from 9:00 a.m.until 9:00 p.m.,Friday and Saturday from 9:00 a.m. until 4:30 p.m.,and Sunday from 1:00 p.m.until 4:30 p.m. All interested persons are invited to express their views on the tentative determination concerning this application. Written comments on the draft permit shall be submitted to the Connecticut Department of Environmental Protection no later than thirty(30)days after publication of this notice. Comments should be directed to Carmen P.Holzman, DEP, Waste Engineering and Enforcement Division,Waste Management Bureau, 79 Elm Street,Hartford, Connecticut 06106. The Commissioner may hold a hearing on this draft permit if he determines that there is a significant degree of public interest in the draft permit. Mic ael Harder Acting Bureau Chief Bureau of Waste Management Newspaper: Hartford Courant Date: June 19,.2003 (Printed on Recycled Paper) 79 Elm Street • Hartford, CT 06106-5127 http://dep.state.ct.us An Equal Opportunity Employer STATE OF CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION ,s,�,�• FACT SHEET (1) NAME AND LOCATION OF THE PERMITTEE Environmental Services, LLC 90 Brookfield Street South Windsor, Connecticut 06074 (2) TYPE OF PERMIT Environmental Services, LLC ("the Permittee" or"ESL") seeks authorization to operate a truck-to-truck transfer area, a 10 day or less storage area for RCRA and non-RCRA wastes, a 30 day roll-off storage area for non-RCRA wastes and a storage area for universal wastes, as those wastes are defined in Connecticut's Hazardous Waste Management Regulations, Section 22a-449(c)-1 13. The transfer, consolidation and storage of wastes will be performed in accordance with the requirements of the Department of Transportation("DOT") Segregation of Hazardous Materials, 49 CFR Section 177.848. (3) WASTE TYPES ESL seeks authorization to transfer, consolidate and store wastes (1) identified as hazardous wastes under the Resource Conservation and Recovery Act("RCRA"), (2) hazardous waste as defined in Section 22a-448(3) of the Connecticut General Statutes (hereinafter"non-RCRA wastes") and(3)universal wastes as defined in Connecticut's Hazardous Waste Management Regulations, Section 22a-449(c)-113. The authorized RCRA hazardous waste types will be (1)wastes that exhibit one or more of the following characteristics: ignitability, corrosivity, reactivity or toxicity, and(2) listed wastes,which include non-specific source wastes, discarded commercial chemical products and off- specification container residues and spills residues thereof(wastes codes range from F001 to F039, POO1 to P205 and U001 to U411, respectively). The authorized non-RCRA waste stored in containers of 55 gallons or less will be Connecticut regulated wastes (CRO1 through CR05). The authorized non-RCRA waste stored in roll'-offs will be contaminated debris and media(including soils,rocks and sediments). (4) MANAGEMENT UNITS (a) Truck-to-Truck Transfer Area (hereinafter the Container Transfer Area). This area will be utilized for the transfer(from one vehicle to another or from one mode of transportation to another(trailers)) and consolidation of 55 gallon capacity or smaller containers of RCRA and non-RCRA wastes. This area will have up to four(4)truck bays, each with secondary containment, adjacent to a loading dock. The number of containers with waste on the loading dock at any one time will be not greater than four(4) 55 gallon capacity containers. The trailers in these bays shall not contain greater than a total of 17,600 gallons of waste at any one time. Trailers with containerized wastes will not be allowed to remain in this area overnight. FS-1- (Printed on Recycled Paper) 79 Elm Street • Hartford, CT 06106-5127 http://dep.state.ct.us An Equal Opportunity Employer r Environmental Services, LLC Application No. 199805169 Fact Sheet (b) 10-Day or Less Storage Area. ESL will have two (2) 10 day storage areas for the sole purpose of storing containerized RCRA and non-RCRA wastes in trailers, RCRA regulated media in roll-offs or a combination thereof, for a period of 10 days or less. Each 10 day storage area will have five (5)bays, with each bay having its own secondary containment. Each bay will be able to accommodate one trailer or two (2)roll-offs. The maximum storage capacity of one trailer is 4,400 gallons or eighty(80) 55 gallon capacity containers. The maximum storage capacity for each roll-off of RCRA regulated media is 25 cubic yards. Therefore, the total maximum volumetric storage capacity for the areas shall not exceed 44,000 gallons (i.e., 10 trailers), 250 cubic yards (i.e., 10 roll-offs) or any combination thereof. The capacity of each roll-off of RCRA regulated media is equivalent to 40 (55-gallon) containers. No free draining liquids will be allowed in roll-offs. (c) 30-Day Roll-Off Storage Area for Non-RCRA Regulated Media. This area may store up to ten(10)roll-offs containing non-RCRA regulated media for up to 30 days. The maximum storage capacity for this area is 250 cubic yards of non- RCRA regulated media, which is equivalent to ten(10) roll-offs at 25 cubic yards per roll-off. No free draining liquids will be allowed in roll-offs. (d) Storage Area for Universal Wastes. The universal wastes will be managed in accordance with Connecticut's Hazardous Waste Management Regulations, Section 22a-449(c)-113. (5) PERMIT BASIS The conditions of this Permit are based upon the applicable sections of the Regulations of Connecticut State Agencies adopted pursuant to Sections 22a-6 and 22a-454 of the Connecticut General Statutes. (6) VARIANCES OR ALTERNATIVES TO REQUIRED STANDARDS There are no variances or alternatives approved in this permit. This Permit regulates the transfer, consolidation and storage of containerized hazardous wastes, non-RCRA wastes and universal wastes at a facility located at 90 Brookfield Street, South Windsor, Connecticut. FS-2 MEMORANDUM To: South Windsor Inland Wetland/Conservation Commission. From: Jeffrey H. Folger—Environmental Planner/Conservation Officer Date: July 22, 2003 Re: Appl. #03-41 W-Review of the proposed Environmental Services Inc. Plans dated 06/09/03. The project is to construct a truck-to-truck transfer facility, install riparian plantings and allow 335 feet of culvert to remain in the Podunk River on an 18.5-acre parcel. Proposed regulated activities include approximately 28800 sgft of grading within the URA, and 335 linear feet of stream channel alteration. The proposed activities would occur in the eastern 1/3 of the parcel. Site: The site is located in the Podunk River watershed. The parcel is comprised of 18.5 acres. The site is 90%open(paved parking lots, soil stockpiles, equipment storage). The current use of the property is a hazardous materials cleanup facility office, storage of vehicles associated with the facility, storage of school busses, and storage of construction equipment. The Podunk River runs through the property with 1/3 of the property on the east side of the river. Major wetland areas are confined to the river channel and associated floodplain. The property is very flat. The eastern 1/3 of the property is disturbed with continuous earth moving activities occurring throughout the years. Riparian vegetation is confined to the immediate top of the stream banks. The wetlands on the property would be characterized as a forested wetland type. Major functions of this wetland would be flood control, stormwater conveyance, sediment trapping, wildlife habitat, finfish habitat, and groundwater surcharge. Presently the wildlife habitat function is very limited to the immediate stream channel. Impervious surfaces and land disturbances have occurred to the edge of the existing wetlands on the site. Large amounts of construction equipment and debris have been stored throughout the entire property. Recent activities to remove the material have resulted in a significant reduction of bulky material present on the site. The stream channel has been interrupted by the presence of a 335-foot culvert that has been placed in the stream channel. Examination of the aerial photos from 1985 and 1996 reveal that the 46"metal culvert was placed in the channel during that interval. Impacts: The present earth moving activities at the subject site are generating significant quantities of sediment to the Podunk River. Erosion controls have recently been put in place. No best management practices are currently evident to address stormwater runoff quality on the site. There are two catchbasins that pick up runoff from a portion of the western parking lot. The majority of the paved areas however, drain directly to the watercourse with no treatment for hydrocarbons, sediment, and automobile fluids. The soils on the subject site are disturbed fill. The erosion potential,based on visual observation would be considered moderate to high. The construction of the transfer/storage facility does not appear to pose any greater impact to the area than is presently occurring. The implementation of the proposed plan should result in a net reduction to the sediment load currently impacting the watercourse. This could be further improved by the presence of a filter swale to collect and direct runoff from the transfer site to the watercourse. The establishment of a planted buffer and grass in the southeastern portion of the site will be a significant improvement to the water quality and wildlife value in the area. Some assurance should be given that this area, once established,will not be subject to further disturbances. The entire site should have a comprehensive stormwater management plan drafted and implemented that addresses the existing paved areas,the recently cleared areas, as well as the proposed transfer facility. C- ~ , N ZUVIC ASSOCIATES 1722 Bartholomew Rd. 0 Middletown, CT 06457 Phone (860)345-8357 July 30,2003 Fax(860)345-4077 The Chairman Inland Wetlands Agency/Conservation Commission Town of South Windsor Re: Application, ESI Truck to Truck Transfer Facility To South Windsor Inland Wetlands Agency/Conservation Commission Applicant: Environmental Services LLC. Site Owner: William F. Mitchell Trustee. 90 Brookfield Street, South Windsor. Dear Mr. Chairman, This is to notify you that the sign to advertise the scheduled public hearin has been posted, as required by the zoning ordinances. The sign was installed g adjacent to the main entrance to the Applicant's property along the Brookfield Street. The sign was posted on July 18, 2003. Please call our office at(860) 345-8357 if you have any questions. Sincerely, Zuvic Associates Inc. Tomek Cn'ajewski P.E. President mral Services, Inc. EnviranmL 90 Brookfield Street South Windsor CT 06074-1262 (860)528-9500 (860)289-0 i36 0cm) -S-LCOM August 5, 2003 State of Connecticut Department of Environmental Protection Bureau of Water Management 79 Elm Street Hartford, CT 06106 3Y Attention: Ms. Carol Papp RE: Annual SPCC sampling event for F 90 Brookfield Street, South Windsor, CT. Dear Ms. Papp: a Enclosed are the annual surface water sampling results required to maintain the general permit for the discharge of storm water at the above-mentioned facility. As per our conversation, the enclosed laboratory analytical results are for the year 2003 annual sampling event requirement. r Please give me a phone-call to discuss the results and any best management practices to ensure that ESI is meeting the facilities SPCC monitoring goals. I can be contacted at 860.528.9500. s Y 't x Sincerely, r Env' nmental erv' s, Inc. n S l z- rian L. Rich Remediation Project Manager Field Engineer Service Centers located Throughout Southern New England General Permit for the discharge of Stormwater Associated with Industrial Activity Stormwater Monitoring Report Form FACILLTY INFORMATION Name-(owner,operator) M)JA Mailing Address 0- Business Phone_6&052 rd 5-00 ext.: Fax:_ R&n --Z 9`'' O/,? ,Q Contact Person-- V.c�r •(e i C Title:_IiJ CI 6L7-Lf�,F% J�q Site Address: "" Receiving Water(name,basin) Q `/ Stormwater G.P. Registration# GSI d 01,fZ 7 SIC Code Check this box if number of employees is 25 or less,or if operated by a municipality: SAMPLING INFORMATION Sample Location ,/DO Date/Time Collected Person Collecting Sample �L WA ' a (r— Storm Magnitude (inches) Storm Duration(hours) 3 •:5_h r-S Date of Previous Storm Event __ __/6_3 _ Rainfan pH S Z MONITORING RESULTS Parameter Method Results (units) QLaboratory Oil&Grease ( ��5 L ( ` C-L . PH fa•1 Kk COD q'?- L TSS 25'Yo D In kAIL TP 3'& , TKN NO3-N q00. o osk (, Fecal Coliform 1-4 > Total Copper dtO 00.11- •bIL Total Zinc Zea,--� eta 0.to2 L Total Lead t 5311 0.017 L 24 Hr.LC50 �P19 - 0 eye - -0(� �lllrrQe:,, rs Cr}w 48 Hr.LC50 ae -ga 62 >-(0 a v��'4hrx�+• rr/c r , Attach separate pages)to report additional parameters monitored pursuant to Part VI.C.La of the General Permit. STATEMENT OF ACKNOWLEDGMENT I certify that the data reported on this document were prepared under my direction or supervision in accordance with the General Stormwater Permit The information submi is,to the best of my knowledge and belief,true,accurate and complete. . Authorized Official: Z'" Signature: Date: _U0_J_ OT (Printed on Recycled Paper) 79 Elm street . Hartford, CT 06106-5127 An Equal Opportunity Employer . 00 General Permit for the discharge of Stormwater Associated with Industrial Activity Stormwater Monitoring Report Form FACILUrY INFORMATION Name-(owner,operator) Mailing Address "� . S Business PhoneW5Z�-�500 /S Contact Person 03•r+t.^ Site Address: �--- Receiving Water(name,basin) Stormwater G.P. Registration# GSI d d .f _ 7 SIC Code Check this box if number of employees is 25 or less,or if operated by a municipality: SAMPLING INFORMATION Sample Location Q4 — ill i/> Date/Time Collected _f_�_ (3 Q I a q Person Collecting Sample +'c-- Storm Magnitude(inches) �•26 �� Storm Duration(hours) 3 •-T_ 'j Date of Previous Storm Event _ S'O Rainfall pH MONITORING RESULTS Parameter Method Results(units) Laboratory Oil&Grease pH IS6• . xi COD �rySLZ�©.b L TSS - - TP 2— TKN �Q � NO3-N 3 00, 0196 Fecal Coliform ZD 100r3 O Total Copper Co 0t0 A00.-7- -06 Total Zinc 200, la 6�� G�653, i✓ Total Lead //3 0.60 L 24 Hr.LC50 By 9Q 2 e0 6 ; 48 Hr. LC50 >/DO o h i v w�tr► `� «,,; Attach separate page(s)to report additional parameters monitored pursuant to Part VI.C.l.a of the General Permit, STATEMENT OF ACKNOwLEDGMENT I certify that the data reported on this document were prepared under my direction or supervision in accordance with the General Stormwater Permit. The information submitted is,to the best of my knowledge and belief,true,accurate and complete. Authorized Official: �. Signature: Date: �' O (Printed on Recycled Paper) 79 Elm Street • Hartford, CT 06106-5127 An Equal Opportunity Employer General Permit for the discharge of Stortnwater Associated with Industrial Activity Stormwater Monitoring Report Form FACILITY INFORMATION Name(owner,operator) C� Mailing Address �o , ,�. &6/fT"< [��., Cep U J /yl { Business Phone_6W4 5ZY-95-oo ext.:&,7 _Fax:_ %n --Z 91- 01c? P Contact Person_ . �C jr'� Ata Title: rrl ue'17"y, Site Address: 9, 67— Receiving Water(name,basin) Q G Stormwater G.P. Registration# GSI d 01.E _ 7 SIC Code Check this box 9 number of employees is 25 or less,or if operated by a municipality. SAMPLING INFORMATION Sample Location DO 0 3 — Date/Time Collected o p r Person Collecting Sample Storm Magnitude(inches) e tt Storm Duration(hours) 3•S��S Date of Previous Storm Event 0 3 Rainfall pH �� MONITORING RFSULTS Par._ ameter Method Results(units) Laboratory Oil&Grease AMA e pH / •( Hof -- COD ?- —07 S rK (� TSS o TP ��r�Z .fo 6r.IL ' TKN QAJA 3 X NO3-N 00-0 a.$7c 1,3 Fecal Coliform 22 >( p Total Copper 010 - oo.-�- wo'/o Total Zinc 20 --} b01DTotal Lead sir 324 Hr.LC50 6 0 - d?48 Hr.LC50 f o 1 �90 F fR�� S 1C C.�k�t. c�4 Attach separate page(s)to report additional parameters monitored pursuant to Part VI.C.La of the General Permit, STATEMENT OF ACKNOWLEDGMENT I certify that the data reported on this document were prepared under my direction or supervision in accordance with the General Stormwater Permit. The information submitted is,to the best of my knowledge and belief,true,accurate and complete. Authorized Official: X 7 Signature: Date: U �3 (Printed on Recycled Paper) 79 Elm Street • Hartford, CT 061 06-51 27 An Equal Opportunity Employer P N-IX HO Environmental Laboratories, Inc. 587 East Middle Turnpike, P.O. Box 370, Manchester, CT 06045-0370 Tel. (860) 645-1102 Fax (860) 645-0823 Thursday, July 24, 2003 Environmental Services, Inc. 90 Brookfield St. -- South Windsor CT 06074 Attention: Mr Brian Rich Sample ID#: AE91693-91696 This laboratory is in compliance with the QA/QC procedure outlined in EPA 600/4-79-019, Handbook for Analytical Quality in Water and Waste Water, March 1979, and SW846 QAlQC requirements of procedures used. If you have any questions concerning this testing, please do not hesitate-to contact Phoenix Client Services at ext. 200. Sincerely yours, Phyllis Shiller Laboratory Director CT Lab Registration#PH-0618 MA Lab Registration #MA-CT-007 NY Lab Registration #11301 RI Lab Registration#63 NH Lab Registration#213693-A,B ME Lab_ Registration #CT-007 NJ Lab Registration #CT-003 Cc 9�q XCt Pl� . N1 U V Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06040 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn: Mr.Brian Rich Y p Environmental Services Inc July 24, 2003 90 Brookfield Street South Windsor, CT 06074 Sample Information Custody Information Date Time Matrix: WATER Collected by: RW 07/09/03 14:50 Location Code: ESI Received by- KJB 07/09/03 16:25 Rush Request: Analyzed by: see'By"below P.O.#: 13043 SDG LD.: GAE91693 Laboratory Data. Phoenix I.D: AE91693 Client ID: 2003-0001 D001-INF Parameter Result RL Units Date Time By Reference Chromium 0.005 0.001 mg/L 07/11/03 EK 200.716010 Copper 0.013 0.001 mg/L 07/11/03 EK 6010/E200.7 Nickel 0.004 0.001 mg/L 07/11/03 EK 200.7/6010 Lead(Furnace) 0.018 0.001 mg/L 07/10/03 R/M 7421/S3113B Zinc 0.102 0.002 mg/L 07/11/03 EK 200.7/6010 Fecal Coliforms >1000 10 /100 MIS. 07/09/03 16:50 RM 9222D C.O.D. 47 10 mg/L 07/10/03 CL SM5220 D Nitrate as Nitrogen 1.7 0.05 mg/L 07/10/03 2:00 GAD 300.0/9056 Oil and Grease by EPA 1664 BDL 1.5 mg/L 07/10/03 S/E EPA 1664 pH 7.38 0.10 pH Units 07/10/03 8:00 EG E150.1/SW9045 Nitrogen Tot Kjeldahl 1.2 0.1 mg/L 07/11/03 JB E351.1 Phosphorus,TP04 as P 0.36 0.01 mg/L 07/10/03 JL E365.2 Total Suspended Solids 110 8.3 mg/L 07/10/03 CF SM2540D Aquatic Toxicity Completed 07/23/03 OL Total Metals Digestion Completed 07/09/03 G/H SW846-3005 Comments: ND=Not detected BDL=Below Detection Limit RL=Reporting Limit If there are any questions regarding this data,please call Phoenix Client Services at extension 200. Phyla2 , ller,Laboratory Director July03 Page 1 of 6 �N ACCOR P i -NIX U - Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06040 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn.- Mr.Brian Rich Environmental Services Inc July 24, 2003 - 90 Brookfield Street South Windsor, CT 06074 Sample Information Custodv Information Date Time Matrix: WATER Collected by: RW 07/09/03 15:00 Location Code: ESI Received by: KJB 07/09/03 16:25 Rush Request: Analyzed by: see "By"below P.O.#: 13043 SDG LD.: GAE91693 Laboratory Data Phoenix I.D.: AE91694 Client ID: 2003-0001 D002-MID Parameter Result RL Units Date Time By Reference Chromium 0.002 0.001 mg/L 07/11/03 EK 200.7/6010 Copper 0.004 0.001 mg/L 07/11/03 EK 6010/E200.7 Nickel BDL 0.001 mg/L 07/11/03 EK 200.7/6010 Lead(Furnace) 0.006 0.001 mg/L 07/10/03 R/M 7421/S3113B Zinc 0.053 0.002 mg/L 07/11/03 EK 200.7/6010 Fecal Coliforms >1000 10 /100 MIS. 07/09/03 16:50 RM 9222D C.O.D. 31 10 mg/L 07/10/03 CL SM5220 D Nitrate as Nitrogen 1.9 0.05 mg/L -07/10/03 2:10 GAD 300.0/9056 Oil and Grease by EPA 1664 BDL 1.6 mg/L 07/10/03 S/E EPA 1664 pH 7.40 0.10 pH Units 07/10/03 8:00 EG E150.1/SW9045 Nitrogen Tot Kjeldahl 0.81 0.1 mg/L 07/11/03 JB E351.1 Phosphorus,TP04 as P 0.12 0.01 mg/L 07/10/03 JL E365.2 Total Suspended Solids 33 5 mg/L 07/10/03 CF SM2540D Aquatic Toxicity Completed 07/23/03 OL Total Metals Digestion Completed 07/09/03 G/H SW846-3005 Comments: ND=Not detected BDL=Below Detection Limit RL=Reporting Limit If there are any questions regarding this data,please call Phoenix Client Services at extension 200. Phyllis hiller,Laboratory Director July 2 ,2003 Page 2 of 6 �N ACC09 P - NIA U Q 4. Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06040 Tel.(860)645-1102 Fax(860)645-0823 -Analysis Report FOR: Attn: Mr.Brian Rich Environmental Services Inc July 24, 2003 90 Brookfield Street South Windsor, CT 06074 Sample Information Custody Information Date Time Matrix: WATER Collected by: RW 07/09/03 15:05 Location Code: ESI Received by: KJB 07/09/03 16:25 Rush Request: Analyzed by: see"By"below P.O.#: 13043 SDG I.D.: GAE91693 Laboratory Data Phoenix I.D.: AE91695 Client ID: 2003-0001 D003-EFF Parameter Result RL Units Date Time By Reference Chromium 0.010 0.001 mg/L 07/11/03 EK 200.7/6010 Copper 0.022 0.001 mg/L 07/11/03 EK 6010/E200.7 Nickel 0.007 0.001 mg/L 07/11/03 EK 200.7/6010 Lead(Furnace) 0.031 0.001 mg/L 07/10/03 R/M 7421/S3113B Zinc 0.101 0.002 mg/L 07/11/03 EK 200.7/6010 Fecal Coliforms >600 10 /100 mis. 07/09/03 16:50 RM 9222D C.O.D. 38 10 mg/L 07/10/03 CL SM5220 D Nitrate as Nitrogen 1.3 0.05 mg/L 07/10/03 2:20 GAD 300.0/9056 Oil and Grease by EPA 1664 1.8 1.5 mg/L 07/10/03 S/E EPA 1664 PH 7.08 0.10 pH Units 07/10/03 8:00 EG E150.1/SW9045 Nitrogen Tot Ejeldahl 1.2. 0.1 mg/L 07/11/03 JB E351.1 Phosphorus,TP04 as P 0.66 0.01 mg/L 07/10/03 JL E365.2 Total Suspended Solids 190 7.1 mg/L 07/10/03 CF SM2540D Aquatic Toxicity Completed 07/23/03 OL Total Metals Digestion Completed 07/09/03 G/H SW846-3005 Comments: ND=Not detected BDL=Below Detection Limit RL=R.eporting Limit If there are any questions regarding this data,please call Phoenix Client Services at extension 200. ,,IIrr Phyllis hiller,Laboratory Director July 2 ,2003 Page 3 of 6 �O �N ACCC9O • � / ��� cQo�� `# a o q O� r Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Bog 370,Manchester,CT 06040 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn: Mr.-Brian Rich Y Environmental Services Inc July 24, 2003 90 Brookfield Street South Windsor, CT 06074 Sample Information Custody Information Date Time Matrix: WATER Collected by: RW 07/09/03 15:15 Location Code: ESI Received by: KJB 07/09/03 16:25 Rush Request: Analyzed by: see 'By"below P.O.#: 13043 SDG I.D.: GAE91693 Laboratory Data Phoenix I.D.: AE91696 Client ID: 2003-0001 HOLDING TANK Parameter Result RL Units Date Time By Reference Volatiles 1,1,1,2-Tetrachloroethane ND 0.5 ug/L 07/09/03 RM 524.2 1,1,1-Trichloroethane ND 0.5 ug/L 07/09/03 RM 524.2 1,1,2;2-TetracM6roethane ND 0.5 ug/L 07/09/03 RM 524.2 1,1,2-Trichloroethane ND 0.5 ug/L 07/09/03 RM 524.2 1,1-Dichloroethane ND 0.5 ug/L 07/09/03 RM 524.2 1,1-Dichloroethene ND 0.5 ug/L 07/09/03 RM 524.2 1,1-Dichloropropene ND 0.5 ug/L 07/09/03 RM 524.2 1,2,3-Trichlorobenzene ND 0.5 ug/L 07/09/03 RM 524.2 1,2,3-TrieMoropropane ND 0.5 ug/L 07/09/03 RM 524.2 1,2,4-Trichlorobenzene ND 0.5 ug(L 07/09/03 RM 524.2 1,2,4-Trimethylbenzene ND 0.5 ug/L 07/09/03 RM 524.2 1,2-Dibromo-3-chloropropane ND 0.5 ug(L 07/09/03 RM 524.2 1,2-Dichlorobenzene ND 0.5 ug/L 07/09/03 RM 524.2 1,2-Dichloroethane ND 0.5 ug/L 07/09/03 RM 524.2 1,2-Dichloropropane ND 0.5 ug/L 07/09/03 RM 524.2 1,3,5-Trimethylbenzene ND 0.5 ug/L 07/09/03 RM 524.2 1,3-Dichlorobenzene ND 0.5 ug/L 07/09/03 RM 524.2 1,3-Dichloropropane ND 0.5 ug/L 07/09/03 RM 524.2 1,4-Dichlorobenzene ND 0.5 ug/L 07/09/03 RM 524.2 2,2-Dichloropropane ND 0.5 ug/L 07/09/03 RM 524.2 2-CMorotoluene ND 0.5 ug/L 07/09/03 RM 524.2 4-Chlorotoluene ND 0.5 ug/L 07/09/03 RM 524.2 Benzene ND 0.5 ug/L 07/09/03 RM 524.2 Page 4 of 6 Client ID: 2003-0001 HOLDING TANK Phoenix I.D.: AE91696 Parameter Result RL Units Date Time By Reference Bromobenzene ND 0.5 ug/L 07/09/03 RM 524.2 Bromochloromethane ND 0.5 ug/L 07/09/03 RM 524.2 Bromodichloromethane ND 0.5 ug/L 07/09/03 RM 524.2 Bromoform ND 0.5 ug/L 07/09/03 RM 524.2 Bromomethane ND 0.5 ug/L 07/09/03 RM 524.2 Carbon tetrachloride ND" 0.5 ug/L 07/09/03 RM 524.2 Chlorobenzene ND 0.5 ug/L 07/09/03 RM 524.2 Chloroethane ND 0.5 ug/L 07/09/03 RM 524.2 Chloroform ND 0.5 ug(L 07/09/03 RM 524.2 Chloromethane ND 0.5 ug/L 07/09/03 RM 524.2 cis-1,2-Dichloroethene ND 0.5 ug/L 07/09/03 RM 524.2 cis-1,3-Dichloropropene ND 0.5 ug/L 07/09/03 RM 524.2 Dibromochloromethane ND 0.5 ug(L 07/09/03 RM 524.2 Dibromoethane ND 0.5 ug/L 07/09/03 RM 524.2 Dibromomethane ND 0.5 ug/L 07/09/03 RM 524.2 Dichlorodifluoromethane ND 0.5 ug/L 07/09/03 RM -524.2 Ethylbenzene ND 0.5 ug/L 07/09/03 RM 524.2 Hexachlorobutadiene ND 0.5 ug/L 07/09/03 RM 524.2 Isopropylbenzene - . ND 0.5- ug/L 07/09/03 RM. 524.2 >m&p-Xylene ND 0.5- " - ug/L - 07/09/03. - RM- -524,2- - Methyl Ethyl Ketone ND 0.5 ug/L 07/09/03 RM 524.2 Methyl t-butyl ether(MTBE) ND 1 ug/L 07/09/03 RM 524.2 Methylene chloride ND 0.5 ug/L 07/09/03 RM 524.2 n-Butylbenzene ND 0.5 ug/L 07/09/03 RM 524.2 n-Propylbenzene ND 0.5 ug/L 07/09/03 RM 524.2 Naphthalene ND 0.5 ug/L 07/09/03 RM 524.2 o-Xylene ND 0.5 ug/L 07/09/03 RM 524.2 p-Isopropyltoluene ND 0.5 ug/L 07/09/03 RM 524.2 sec-Butylbenzene ND 0.5 ug/L 07/09/03 RM 524.2 Styrdne ND 0.5 ug/L 07/09/03 RM 524.2 tert-Butylbenzene ND 0.5 ug/L 07/09/03 RM 524.2 Tetrachloroethene ND 0.5 ug/L 07/09/03 RM 524.2 Toluene ND 0.5 ug/L 07/09/03 RM 524.2 Total Trihalomethanes ND 1 ug/L 07/09/03 RM 524.2 Total Xylenes ND 1 ug/L 07/09/03 RM 524.2 trans-1,2-Dichloroethene ND 0.5 ug/L 07/09/03 RM 524.2 trans-1,3-Dichloropropene ND 0.5 ug/L 07/09/03 RM 524.2 Trichloroethene ND 0.5 ug/L 07/09/03 RM 524.2 Trichlorofluoromethane ND 0.5 ug/L 07/09/03 RM 524.2 Vinyl chloride ND 0.5 ug/L 07/09/03 RM 524.2 QA/QC Surroyates %Bromofluorobenzene 94 % 07/09/03 RM 524.2 Page 5 of 6 Comments: ND=Not detected BDL =Below Detection Limit RL=Reporting Limit If there are any questions regarding this data,please call Phoenix Client Services at extension 200. Phyllis hiller,Laboratory Director July 2 ,2003 Page 6 of 6 \N ACCp P114 NIX Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Bog 370,Manchester,CT 06040 Tel.(860)645-1102 Fax(860)645-0823 QA/QC Report July 24, 2003 QA/QC Data. - SDG I.D.: GAE91693 Parameter Blank LCS Rec % MS Rec % RPD QA/QC Batch Sample No:AE91607 (AE91693,AE91694,AE91695) Arsenic BDL 97 97 NC Comment: Silver LCS and MS were not reported due to loss of silver in the spiking solution QA/QC Batch Sample No:AE91607(AE91693,AE91694,AE91695) ICP Metals - Aqueous Aluminum BDL 104 103 NC Antimony 0.011 102 103 NC Arsenic BDL 97.6 100 NC Barium BDL 113 112 NC Beryllium BDL 104 105 NC Boron BDL Cadmium BDL 131 115 NC Calcium 0.01 Chromium BDL 104 103 NC Cobalt BDL 98.2 105 NC Copper 0.001 105 106 NC Iron 0.019 105 106 NC Lead BDL 98.3 103 NC Magnesium BDL Manganese BDL 103 . 106 NC Molybdenum BDL Nickel BDL Ill 106 NC Phosphorus BDL Potassium BDL Selenium BDL 102 109 NC Silver BDL 17.6 16.2 NC Sodium BDL Thallium BDL 110 102 NC Tin BDL Vanadium BDL 103 106 NC Zinc 0.002 107 104 NC Comment: Silver LCS and MS were not reported due to loss of silver in the spiking solution QA/QC Batch Sample No:AE91607 (AE91693,AE91694,AE91695) Lead Analysis by Furnace BDL 104 106 NC Comment: Silver LCS and MS were not reported due to loss of silver in the spiking solution QA/QC Batch Sample No:AE91607 (AE91693,AE91694,AE91695) Thallium BDL 101 103 NC Comment: Silver LCS and MS were not reported due to loss of silver in the spiking solution Page I of 4 QA/QC Data. SDG I.D.: GAE91693 Parameter Blank LCS Rec % MS Rec % RPD % QAJQC Batch Sample No:AE91612 (AE91693,AE91694,AE91695) O&G(hydrocarbon frac) BDL 98.8 NR QA/QC Batch Sample No: AE91612 (AE91693,AE91694,AE91695) Oil and Grease by EPA 1664 BDL 98.8 NR QA/QC Batch Sample No:AE91618 (AE91693,AE91694,AE91695) Phosphorus,TPO4 as P BDL 97.1 100.4 4.9 QA/QC Batch Sample No:AE91626(AE91693,AE91694,AE91695) C.O.D. BDL 96 97 NC QA/QC Batch Sample No:AE91626(AE91693,AE91694,AE91695) Total Cyanide BDL 98 89 NC QA/QC Batch Sample No: AE91630 (AE91693,AE91694,AE91695) Total Suspended Solids BDL 113 NR. NC QA/QC Batch Sample No:AE91699 (AE91693,AE91694,AE91695) pH 99.6 NR 0.1 QA/QC Batch Sample No:AE91718(AE91693,AE91694,AE91695) Bromide BDL 93 94 NR QA/QC Batch Sample No:AE91718 (AE91693,AE91694,AE91695) Chloride BDL 98 96 NR QA/QC Batch Sample No:AE91718 (AE91693,AE91694,AE91695) Nitrate as Nitrogen BDL 93 99 NR QA/QC Batch Sample No:AE91718 (AE91693,AE91694,AE91695) Nitrite as Nitrogen BDL 100 95 NR QA/QC Batch Sample No:AE91718(AE91693,AE91694,AE91695) Sulfate BDL 93 98 NR QA/QC Batch Sample No:AE91829 (AE91693,AE91694,AE91695) Nitrogen Tot Kjeldahl 0.1 100 97 0.33 If there are any questions regarding this data,please call Phoenix Client Services at extension 200. LCS -Laboratory Control Sample MS -Matrix Spike G RPD -Relative Percent Difference Between Sample and Sample Duplicate Phyllis hiller,Laboratory Director July 2 ,2003 Page 2 of 4 O \N ACCpR09y z � X U PPH&NI U Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06040 Tel.(860)645-1102 Fax(860)645-0823 QA/QC Report July 24, 2003 QA/Q C Data. SDG I.D.: GAE91693 Parameter Blank LCS % MS Rec % MS Dup Rec % RPD QA/QC Batch Sample No:AE91590(AE91696) Volatiles Organics 1,1,1,2-Tetrachloroethane ND 91 1,1,1-Trichloroethane ND 97 1,1,2,2-Tetrachloroetliane ND 96 1,1,2-Trichloroethane ND 98 1,1-Dichloroethane ND 98 1,1-Dichloroethene ND 101 110 110 0.0 1,1-Dichloropropene ND 97 1,2,3-Trichlorobenzene ND 96 1,2,3-Trichloropropane ND 107 1,2,3-Trimethylbenzene ND 1,2,4-Trichlorobenzene ND 97 1,2,4-Trimethylbenzene ND 107 1,2-Dibromo-3-chloropropane ND 86 1,2-Dichlorobenzene ND 98 1,2-Dichloroethane ND 107 1,2-Dichloropropane ND 110 1,3,5-Trimethylbenzene ND 106 1,3-Dichlorobenzene ND 101 1,3-Dichloropropane ND 103 1,4-Dichlorobenzene ND 97 2,2-Dichloropropane ND 79 2-Chlorotoluene ND 101 4-Chlorotoluene ND 100 Benzene ND 103 104 105 1.0 Bromobenzene ND 96 Bromochloromethane ND 81 Bromodichloromethane ND 106 Bromoform ND 93 Bromomethane ND 147 Carbon Tetrachloride NrD 97 Chlorobenzene ND 97 106 106 0.0 Chloroethane ND 109 Chloroform ND 90 Chloromethane .ND 127 cis-1,2-Dichloroethene ND 108 cis-1,3-Dichloropropene ND 102 Dibromochloromethane ND 94 Dibromoethane ND 101 Page 3 of 4 QA/QC Data SDG I.D.: GAE91693 Parameter Blank LCS % MS Rec % MS Dup Rec % RPD % Dibromomethane ND 98 Dichlorodifluoromethane ND Ethylbenzene ND 101 Hexachlorobutadiene ND 102 Isopropylbenzene ND 108 m&p-Xylene ND 104 Methyl t Butyl Ether(MTBE) ND Methylene Chloride ND 101 n-Butylbenzene ND 102 n-Propylbenzene ND 102 Naphthalene ND 94 o-Xylene ND 108 p-Isopropyltoluene ND 110 sec-Butylbenzene ND 104 Styrene ND 105 tert-Butylbenzene ND 106 Tetrachloroethene ND 87 Toluene ND 101 102 104 1.9 Total Trihalomethanes(TTHM) ND trans-1,2-Dichloroethene ND 100 trans-1,3-Dichloropropene ND 104 Trichloroethene ND 103 89 92 3.3 Trichlorofluoromethane ND Vinyl Chloride ND 119 %Bromofluorobenzene 94 101 90 90 0.0 Comment: LFB was analyzed with this batch instead of MS/MSD If there are any questions regarding this data,please call Phoenix Client Services at extension 200. MS -Matrix Spike MS Dup -Matrix Spike Duplicate RPD -Relative Percent Difference LCS -Laboratory Control Sample Phyllis hiller,Laboratory Director July 2 ,2003 Page 4 of 4 ENVIRONMENTAL RISK LIMITED 120 Mountain Avenue Bloomfield,CT 06002 Tel:(860)242-9933 Fax:(860)243-9055 www.eri.com July 21,2003 Ms.Bobbi Parlato Phoenix Environmental Laboratories 587 East Middle Turnpike P.O.Box 418 Manchester,CT 06040 Re: Stormwater Aquatic Toxicity Test Results Sample ID: AE91693,AE91694 and AE91695 ERL Project Number: 04560-6L Dear Ms.Parlato: Enclosed please find three partially filled out Stormwater Monitoring Reports (SMRs) for the stormwater samples submitted to Environmental Risk Limited(ERL). The SMRs provide the results of the aquatic toxicity tests conducted at the ERL laboratory on July 10,2003. Data from a concurrent toxicity test using a standard toxicant is also provided on the SMRs. The test methodologies used are those required by the Connecticut Department of Environmental Protection's (CTDEP) General Permit for the Discharge of Stormwater Associated with Industrial Activity,as reissued on October 1,2002. The original signed SMRs must be submitted to the CTDEP within 90 days of the sample collection date. The Chain-of-Custody is enclosed for your client's records only, and does not need to be submitted to the CTDEP. Please write in the results of all supporting chemical and physical data directly on the SMRs. Facility and sampling information must also be included on the SMRs. The forms must then be signed by an official of the facility and mailed to: Water Toxics Program Coordinator Bureau of Water Management Department of Environmental Protection 79 Elm Street Hartford,CT 06106-5127 The results of these tests are summarized in the attached table. If you have any questions about these results, or need more information before submitting this data, please contact the Lab Manager, Susan Luchina at(860)242-9933 or sluchina@erl.com. Sincerely, ENVIRONMENTAL RISK LIMITED Sha-Shana Coke Environmental Technician \456ftO 09pluraltable Enc. For Informed Business Decisions Phoenix Environmental Laboratories Stormwater Aquatic Toxicity Testing Results Date Tests Set: 7/10/03 Reference Toxicant Data: 7/7/03 -CuNO3#197-02-CT DEP-LC50=3.502 ppb Sample ID 24-hour LC50 Method 48-hour LC50 Method Status AE91693 >100% EPA/600/4-90/027F >100% EPA/600/4-90/027F Pass AE91694 >100% EPA/600/4-90/027F >100% EPA/600/4-90/027F Pass AE91695 >100% EPA/600/4-90/027F >100% EPA/600/4-90/027F Pass ENVIRONMENTAL RISK LIMITED Stormwater Acute Toxicity Test Data Sheet roc f�� v, Source: - Date Begin: fQ (Q Date End: Technician: Gl roc Starting Hour: Dilution Wafter: Synthetic Freshwater 50±5 mg/L as CaCO3 Test Species: Daphnia pulex <24 hours old # Individuals/Concentration: 02 0 Temp. Range:20± 1 oC Start Time: DILUTION% 0 A 0 B 614 A 1 6'/.� B 121/2 A 12/z B 25A 25B 50A 50B 100 iOOB PH �bb TEMP. `Lb d 2� ` COND. I�� �� �� ' o`os— 2-01� 1�0 Uf l 5 21, HARDNESS too 5: 24 Hours %SURVIVAL LOU 14t0 00 C?c) 00 1-06 l6o too Wxr) tbo tC:� [TE O. �� �Lb g. �.3 - �s�`�. ��( v3 PH MP.ND. V4 tt& Vd 6 48 Hours �] %SURVIVAL WV 101 1 cua Zo-0 tcn too Apo Ioo o D.O. ��� ��. �,� 3 3 03 8, �4 K3 2 3 TEMP. COND. Reference Toxicant Results Test Species Date Reference Toxicant Source LC50 Daphnia pvlex f�7 Cv Please send completed form to: WATER TOXICS PROGRAM COORDINATOR BUREAU OF WATER MANAGEMENT DEPARTMENT OF ENVIRONMENTAL PROTECTION 79 ELM STREET HARTFORD, CT 06106-5127 Stormwater Acute Toxicity Test Data Sheet1� Source: Date Begin: Date.End: ��r3 Technician: igi 0,- t-O4F Starting Hour: Dilution Water: Synthetic Freshwater 50±5 mg/L as CaCO3 Test Species: Daphnia pulex <24 hours old # Individuals/Concentration: Temp. Range:20± 1 oC Start Time: DILUTION% 0 A LO B 1 614 A 1 6'/.� B 121/.A 1 12Y2 B 25A 25B 50A 50B 100A 1006 D:O. 1�� , (34 3 f 3 g, 6-3 pH 73 — .S- T- JJ 23 4-13 TEMP. 6 2!� COND. L V S l d t�� 6 HARDNESS 24 Hours %SURVIVAL I tWD Iwo 00 /Oh-G-01 Wbh00jMj1,W)j `M 1Do � t1 D.O. pH 7< 115 4 _Le 3-1 TEMP. t2��� COND. ! 6 O ISO L�� 6 ��0 UQ 48 Hours %SURVIVAL It6o IWO I 1 0U 1.6b 1 b :Ifib to �t�� (ts� �o/u �y� jp�aa D.O. $L f/ �� gy lam: V 15- , ✓'. / e 6 TEMP. 1b 9-1) 2 . Reference Toxicant Results Test Species Date Reference Toxicant Source LC50 Daphnia pulex Cvvo -4 mina cm T;.�o?- � Please send completed form to: WATER TOXICS PROGRAM COORDINATOR BUREAU OF WATER MANAGEMENT DEPARTMENT OF ENVIRONMENTAL PROTECTION 74 ELM STREET HARTFORD, CT 06106-5127 116 Stormwater Acute Toxicity Test Data SheetA.d62 ,Source: Date Begin: J6 6---) Date End: �I Technician: Star ing Hour: Dilution Water: Synthetic Freshwater 50±5 mg/L as CaCO3 Test Species: Daphnia pulex <24 hours old # Individuals/Concentration: 30 Temp. Range:20± I oC Start Time: DILUTION% 0 A 0 B 6'/,A 6'/, B 12'/z A 12'/zB 25A 25B . 50A 50B 1 OOArl00B D.O. `�,� -� 4s:Gj 46-2 I F,`per 7,5 pH TEMP. COND. LR5 l5 7A5 3 So Za© HARDNESS a'� •�� � `Jr Yi 24 Hours 11���� rr��rnrn ii������ %SURVIVAL �40 jj6b in (.0(� 1100 )O o p �� �uU tvU 1 m D D.O. %"o :d. ;-� �3 )3 pH T TEMP. �b 1-0 age U Z D 2P 20 COND. O 'a 48 Hours - %SURVIVAL COD (V T��700a jov lbti tc�° � v lam tom D.O. �,�` c6 r� -� VLt4 pH TEMP. lb , 10 .�1 1b '2z `Zo [COND, '1- 11� `Y �d Z�SiO P Reference Toxicant Results Test Species Date Reference Toxicant Source LC50 Daphnia puler C�f vv �� �U�' M4 Please send completed form to: WATER TOXICS PROGRAM COORDINATOR BUREAU OF WATER MANAGEMENT DEPARTMENT OF ENVIRONMENTAL PROTECTION 79 ELM STREET HARTFORD, CT 06106-5127 Environmental Laboratories, Inc. NIX 587 East Middle Turnpike, P.O. Box 370, Manchester, CT 06040 CHAIN. OF CUSTODY RECORD Tel (860) 645-1102 Fax(860) 645-0823 Client Services (860) 645-8726 DATE RCVD: � � f� Project: CJ lZ_�Y i�Wc`2 > Project P.O.: Address: Report To: Phone#: ) Invoice To: Fax#: ( ) Client Sample—Information—Identification Analysis Requested Sampler's Signature Date g Item Customers Sample PHOENIX # Sample Ident Matrix Date Time Rcs� 4cs� G� C5 4.��e W� SAMPLE# Item# Relinquished by: Accepted by: Date: Time: Comments: Standard lab turnaround is 10 working days.Accelerated turnarounds are always available.Check with office on prevailing surcharge. ACCELERATED TURN- AROUND TIME REQUESTED:_1 _2 _3 _4 _5 working days. Environmentah Laboratories, Inc. IX 587 East Middle Turnpike,P.O. Box 370, Manchester, CT 06040 CHAIN OF CUSTODY RECORD Tel. (860) 645-1102 Fax (860);6445-0823 Client Services (860) 645-872�3... DATE RCVD: 12 5. . Customer: Project: G�. � 043�'0 Qa r Project P.O.: "' Address: I (7 r o o c rid `aQ, Report To: -�- ,I `7'v''��f tt�+ �`'rr` Phone#: fin W th D 5"11 A � C..-�' 06 Invoice To: �J� �' �)i�vt �,i� Fax#: Client Sample-Information-Identification A Isis Requested S ler' Si nature t '�j� r✓ v5 . �l + ,°. Item Customers Sample ~ / x 1�R` Ly `� x e~a�a �� PHOENIX # Sample Ident Matrix Dat Time \' ��` \ �q �vv 4�v 4vv G ��`t ��a SAMPLE# �. � t�(""-�•�.�. ""� � � 3 It�� �. � �_ ��r^�::�"i 02, D06 2 -till i 1 S'G�-� � 3 11,00 Z- Item# Relin uishe Acce t Date Time: Comments: 1 �- ( 2 it ( ou • Standard lab turnaround is 10 working days.Accelerated turnarounds are always �� U available. Check with office on prevailing surcharge.ACCELERATED::TURN- AROUND TIME REQUESTED:T1 _2 _3 _4 _5 working days. C0%4N SF4 4 G T-0� aps-ou� ?d&U&Ot -A V 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 sox•co`' AREA CODE 860/644-2511 Date: September 5, 2003 To: Tomek Grajewski Zuvic Associates 1722 Bartholomew Road Middletown, CT 06457 From: Jeffrey H. Folger Environmental Planner/Conservation Officer Town of South Windsor Re: Environmental Services site walk—08-25-03 The following items were identified as issues that must be addressed as a part of the pending wetland application#03-41W Environmental Services LLC. This list was based on a site walk that you and I took on August 25, 2003. A site report from an environment consultant(wetland ecologist) should be included. Wetland boundaries on the entire site should be delineated and shown on the plans. Estimates and locations of filled wetland areas should be shown on the plans Fill material should be removed from the stream banks and natural vegetation should be reintroduced. Storm runoff from the southern parking and travel areas should be introduced into a water quality/velocity treatment area to address runoff borne pollutants. Storm runoff from the northern portion of the parking lot and travel portion should be treated by a water velocity/quality treatment structure. Efforts should be made to maximize the width of the riparian zone on the east and the west side of the watercourse. Natural features such as vernal pools should be identified, and best management practices to insure their protection should be applied. cc. Town Engineer Special Handling: cli , 'Standard TAT-7 to 10 business days CHAIN OF CUSTODY RECORD ❑Rush TAT- Date Needed: 0 � All TATs subject to laboratory approval. C S Min.24-hour notification needed for rushes- All Cl> / All samples are disposed of after 60 days o �Q�JAWS / Page of unless otherwise instruc(ed. ti Re�,°rt To: Invoice To: �S f Project No.: G � V;,c A 5Scc ,¢-�c S qJ f�J/oa ,'c�� /-7 Z Z /moo r�L,�✓o�� P� Site Marne: Il—�CG�c 7� Ty-�c Tt`Q s� 00 N 1 C T 4C, ¢5-7 Location: .1576/ QO /�roo4 `�l�State: Gl r Project Mgr.: P.O. No.: RQN: Sampler(s): Grp ✓ Gc�cJ'�/ 1=Na.)S203 2=HC1 3=H2SO4 4=HNO3 S=NaOH 6=Ascorbic Acid 0 7=CH30H 8=NaHSO4 9= IC 10= Containers: Analyses: Notes: DW=Drinking Water GW--Groundwater WNV=Wastewater Q, O=Oil SW=Surface Water SO--Soil SL=Sludge A=Air _ y X1= X2= X3 G=Grab C=Composite 91 x > < Uth f T r �+. L Lab id: Sampte ld: Date: Time: a 4- " o t •' ocs� q r J a C7 } J d Z Q � I Relinquished by: Received b Date: Time: t 03 lr g- a Fax results when available to �J!¢5 "¢0 7 ❑ E-mail results u-hen available to O Condition upon Receipt: ❑Iced kAmbient ❑ 0 °C l l Almgrco Drive•Aga%%,am,Massachusetts LIMA • 413-7,89-9018•PaN 413-789-4076•\%-%cr\\-.spectrum-analvtical.com Sent By: ZUVIC ASSOCIATES ; 345 4077; Sep-12-03 9:24AM.; Page 1 /1 ZUVIC ASSOCIATES 1722 Bartholomew Rd.•Middletown,CT 06457 September 12,2003 Phone(�)345-8357 P Fax(860)345-4077 Mr. Jeff Folger Environmental Planner Town of South Windsor 1540 Sullivan Ave. South'Windsor, C'I"06074 Re: Environmental Services TLC Application 90 Brookfield Street South Windsor Inland Wetland& Conservation Commission Application No. 03-41 W Dear Jett The Applicant, Environmental Services LLC is granting the South Windsor Inland Wetland & Conservation Commission the 35 days extension in regard to the above captioned application. Please call our office if you have any questions, Sincerely, J j Tomek Grajewski I .E. President Cc: EST Attorney W. Gerlt LAW OFFICES OF WAYNE CHRISTOPH[ER GERLT 112 DEMING STREET P.O.BOX 1132 SOUTH WINDSOR,CONNECTICUT 06074-1 1 32 TEL.(860)644-2565 FAX(860)644-2567 October 2, 2003 E-MAIL:WCGESQ@AOL.COM Mr. Jeffrey H. Folger Environmental Planner/Conservation Officer Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application 03-41W Environmental Services Site Plan Dear Mr. Folger: This letter will address the questions raised by Diane Sedar in her memorandum to you which I believe was submitted for the public hearing regarding the referenced application. I will answer the questions in order and have attached a copy of her hand written note as an exhibit to this letter. 1. Will this be designed with storm water in mind? Yes. The existing development of the 18.5 acres at 90 Brookfield Street, which includes several buildings and a large paved parking area, has been subject of a storm water management plan since the year 2000. Existing storm water collection and structures within the property were created to handle the storm water from the existing structures. The current application addresses storm water for the proposed use and structures as well as proposing modifications to the storm water system of the existing improvements on the site. 2. What are the plans for secondary containment(especially during certain flood year storms (5, 10, 25 +))? Each of the buildings proposed in the application has a secondary containment system as indicated on drawing 8 of 8 as submitted. In addition, all vehicles entering the facility have interior secondary containment systems. All improvements proposed are located outside of the 100 year flood zone as indicated on the Flood Insurance Maps, Panel 2 dated February 23, 2001. The facility will not be impacted during any frequency of storm event from 2 through 100 years. Mr. Jeffrey H. Folger October 2, 2003 Page 2 3. Is the transfer station outside of the flood zone? Yes. The proposed facility is located outside of the 100 year flood zone. 4. Is there a storm water management plan? Yes. There is currently a storm water management plan in place for-the site as it presently exists. That plan was prepared in the year 2000 and a storm water discharge permit was issued by the Connecticut DEP along with an associated storm water and pollution prevention plan and a monitoring schedule. The site is in compliance with its permits for storm water discharge. Following approval of this site plan application, a new storm water management plan will be prepared for the entire parcel in accordance with State statutes and regulations as well as the Town ordinances and approval conditions. Methods such as oil separators and bio filters will be part of the plan. Very truly yo ne C op er Gerlt Attorne ,or the Applicant Environmental Services WCG:mt Enclosure Sent By: ZUVIC ASSOCIATES ; 345 4077; Oct-8-03. 11 :20PM; Page 111 FROM : FAX NO. .2034263782 Oct. 08 2883 11:18PM P2 -9 .,d12 Benson Environmental Inc. 0 Uld Purdy Station Road Newtown,CT 06470 Phone—203-270-9012 Email— on aol.co Environmental Services Inc.Aquatic Survey 13enson Environmental Inc.was requested to cowplete n supplemental investigation of the aquatic plaint and animal life in the Podunk River at the two locations previously sampled during January of 2003. This survey was required since the initial survey was conducted during the winter when the aquatic species are not as plentifltl. 'Mis survey was conducted on October 8,2003, Site 1—located in the Podunk River upstream of culvert. As stated in the initial study the substrate at site l was sandy and silty with few tacks or substrate condl.Icive to macro- iLvertebrate species. The only macro-invertebrate Collected at site 1 were An isopods, (common name pill or sow bug). Isopods am very tolerant to pollution and are indicators of,poor water quality. The only true submerged aquatic macrophyte collected at the site was Eladea canademis,(waterwced). The other dominant plant in the river was the emergent Sparaganiurn sP.,(burteed). Site 2—located in the Podunk River just downstream of where the river emerges from the culvert. The majority of the bottom of the river at site 2 is also sandy and silty. However some of the rip-rap that was placed on the banks has fallen into the edges of the river Orating suitable habitat fbz the aquatic macro-invertebrates. The macro-invertebrates collected at site 2 included,two specimens of Trichopters(eaddisfly larvae),isopods and the!dominant species found was snails(Gaatropoda). The dominant gastropods ere very taierant of pollution and are indicators of pour water quality. '!be only true submerl, 40atic plants collected at site 2 were sparse patehes ofElodea canadensix wad ed PUlamagelon sp.(narrow leafpondweed). Also there were emergent plants along the shoreline, including sedges,loosestife and phragmites. Polar wator quality of the Podunk River,the lack of suitable substrate and tim presence of silt cause the lack of macro-invertebrate species and the presence of specific pollutions tolerant species. The speeiCs of plants identified are not used to idemiry any specific a+tvironmuntai condition,however the lack of aquatic vegetation in some areas is probably caused by siltation in die river. Sincerely, Benson Environmental Inc. George A.Benson, President S0yl N SP4 s 4 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�OsoR co TELEPHONE (860) 644-2511 October 8, 2003 RECEIVED Mr. William Mitchell Environmental Services, Inc. OCT 14 2003 90 Brookfield Street South Windsor CT 06074 South Windsor INLAND WETLANDS AGENCY CONSERVATION COMMISSION Re: Notice of Violation Dear Mr. Mitchell: Pursuant to my October 3, 2003 inspection of the vehicle service floor drain system at 90 Brookfield Street, I have determined that this system has been operating in violation of those conditions required by the DEP General Permit and my approval letter dated February 27, 2000. I have observed that no cover has been provided for the catch basin grate over the grit separator, and with the driveway pavement sloped toward this grate, storm water has been entering the grit separator and the oil/water separator. By virtue-of the above, Environmental Services has violated the terms and conditions of the permit, and the system no longer adequately insures or adequately protects against excessive discharge of oil to the sanitary sewer system. Therefore,the Town will require that by October 25, 2003,Environmental Services shall retain one or more qualified consultants to prepare the documents and oversee actions necessary to prevent storm water ingress into the grit and oil/water separators. On or before November 15, 2003,Environmental Services shall submit to this office a proposed detail program, with plans and schedules to carry out remedial actions. Said schedule shall provide a description of those immediate remedial actions to be taken to exclude storm water entry into the separators until such time as a permanent preventative program can be implemented. The schedule shall provide for completion of all permanent remedial actions as soon as possible,but in any event no later than April 15, 2004. Notice of Violation, continued Please contact this office if you have any questions. Very truly yours, C. F. Shaw, Superintendent Bureau of Pollution Control Cc: Barry Guliano, Town Attorney Matthew B. Galligan,Town Manager M. Timothy Friend,Plant Supervisor William Oros, DEP Michael J. Gantick, Director of Public Works Jeff Folger,Environmental Planner/Conservation Officer Jeff Folger- Illegal Discharges to Town Sanitary Sewer System Page 1 From: Mike Gantick To: Matt Galligan Date: 10/9/03 3:28PM Subject: Illegal Discharges to Town Sanitary Sewer System We have periodically received solvent/oil type materials down at the Treatment Plant. Many months ago we had tracked one such discharge to Brookfield Street and the site of Environmental Services(ES). DEP got involved and had some discussions with them. We again have been hit in the last week and a half by two more illegal discharges. Both were traced to Environmental Services. Both the EPA and DEP are now involved. What action they will take is not known but it could be signifcant. ES has an application before wetlands and would then be looking to go to P&Z for site plan/zoning issues. It is likely that all these issues will be coming to a head in the near future.We will keep you posted. Regards, Michael J. Gantick, P.E. Director of Public Works 1540 Sullivan Avenue South Windsor, Ct. 06074 Tel: (860)644-2511 ex. 242 Fax: (860)644-7280 CC: Fred Shaw; Jeff Doolittle; Jeff Folger; Judy Hall; Marcia Banach; Michele Lipe ZUVIC nRFY0*FnD ASSOCIATES 1722 Bartholomew Rd.•Middletown, CT 06457 Phone (860) 345-8357 October 9, 2003 Fax(860)345-4077 Mr. Jeff 1~olger Environmental Planner RECEIVED ToNNn of South Windsor 1540 Sullivan Ave. OCT 10 20. 3 South Windsor, CT 06074 South Windsor WAND WETLAHUs GIRCY 004SERVAMN_COMMSM Re: Environmental Services LLC Application 90 Brookfield Street South Windsor Inland Weiland& Conservation Commission Application No. 03-41 W Dear Jeff, Please find enclosed four(4) sets of revised drawings for the above captioned application. This letter also confirms our intend to continue the hearing in front of South Windsor Inland Wetland& Conservation Commission on October 15,2003. We hope that our revision to the plans addressed your comments listed in your September 26 memo. Please call our office if you have any questions, Sincerely, �1 /f 7 Tomek Grajewski P.E. President Cc: ESI Attorney W. Gerlt FROM SPECTRUM ANALYTICAL (WED) 9 17 2003 17:25/ST. 17:03/N0. 5510232349 P 1 �4 n-M�# E Final Report Report Date. •� p 1 r ; 0 Re-Issued Report 7-Sep-03 15:40 ❑ Revised Report SPECTRUM ANALYTICAL,INC. Featuring HANWAL TECHNOLOGY Laboratory Report Zuvic Associates 1722 Bartholomew Road Project:Truck to Truck Transfer-CT Middletown,CT 06457 Project#:[none] Attn: Tomak Grajewski Laboratory 1D Client Sample ID Matrix Date Sampled Dgte Received SA02127-01 1 Soil 09-Sep-03 11:30 10-Sep-03 14:18 1 attest that all information contained within this report has been reviewed for accuracy and checked against all quality control requirements outlined in each applicable method and meet the requirements ofNELAC. This report may not be reproduced,except in full,without written approval from Spectrum Analytical,Inc. Massachusetts Certification# M-MA138 aresidentqAbo Connecticut#PH-0777 Florida#E87600 Maine#MA138 Ace New Hampshire#2538 New York# 11393 Rhode Island#98 Ph. . USDA#S-51435 ry Director ENVIRONMENTAL ANALYSES 1 I Almgrcn Drive Agawam,Massachusells 01001 - 1-800-789-9115 413-789.9018 Fax 413.189.4076 Page 1 of 4 FROM SPECTRUM ANALYTICAL OVED) 9 17 2003 17:26/ST, 17:03/N0. 5510232349 P 2 Sample Identification Client Proiect 4 Matrix Collection Date/Time Received 1 [none] Soil 09-Sep-03 11:30 10-Sep-03 SA02127-01 AnalyIe(s) Result 'RD!/Units Dilution Method Ref. Prepared Analyzed Batch Analyst Flax Extractable Petroleum Hydrocarbons F-xbactable Total Petroleum Hydrocarbons Prepared by method SW846 3550B Gasoline BRL 31.8 mg/kg dry I CT ETPH 16-Sep-03 17-Sep-03 3090939 KG Fuel Oil#2 BRL 31.8 mg/kg dry 1 " Fuel Oil#4 BRL 3 1.8 mg/kg dry 1 " Fucl Oil#6 BRL 31.8 mg/kg dry 1 " Motor Oil Calculated as 31.8 mg/kg dry I " Aviation Fuel BRL 31.8 mg/kg dry 1 " Unidentified 929 31.8 mg/kg dry I " Other Oil BRL 3 1.8 mg/kg dry I Total Petroleum Nydrocarbons 929 31.8 ntgft dry I " C9-C36 Aliphatic Hydrocarbons 929 31.9 mg/kg dry I " Surrogate: I-Chlorooctadeeane 58.6 40.140% ^ " General Chemistry Parameters %Solids 88.3 % 1 SM2540 C Mod. 12-Sep-03 15-Sep-03 3090697 RB Tkis laboratory report is not valid withoat an authorized signature on the cover page, *Reportable Detection Limit BRL s Below Reporting Limit Page 2 of 4 FROM SPECTRUM ANALYTICAL (WED) 9 17 2003 17:27/ST. 17:03/N0. 5510232349 P 3 t Extractable Petroleum Hydrocarbons-Quality Control Spike Source %REC RPD Analylc(s) Result +RDI Units Level Result a/.REC Limits RPD Limit Flag Batch 3090839-SW846 3550B Blank(3090839-BLKI) Prepared: 16-Sep-03 Analyzed: 17-Scp-03 Gasoline BRL 17.9 mg/kg wet Fuel Oil 42 BRL 17.9 mg/kg wet Pucl Oil#4 BRL 17.9 mg/kg wet Fuel Oil#6 BRL 17.9 rng/kg wet Motor Oil BRL 17.9 mghg wet Aviation Fuel BRL 17.9 mglkg wet Unidentified BRL 17.9 mg/kg wet Other Oil BRL 17.9 mg/kg wet Total Petroleum Hydrocarbons BRL 17.9 mg/kg wet C9-06 Aliphatic Hydrocarbons BRL 17.9 mg/kg wet Surrogate:I-Chlorooctadecane 3.92 mg/kg wet 4.48 87.5 40.140 LCS(3090839-BSI) Prepared: 16-Scp-03 Analyzed: 17-Sep-03 C9-06 Aliphatic Hydrocarbons 85.0 17.5 mg/kg wct 123 69.1 40.140 Surrogate:l-Chloranetadecane 3.46 mg/kg wet 4.39 78.8 40.140 Duplicate(3090839-DUPI) Source:SA02165-09 Prepared: 16-Sep-03 Analyzed: 17-Sep-03 Gasoline BRL 25.8 mg/kg dry BILL 50 Fuel Oil#2 BRL 25.8 mg/kg dry BRL 50 Fuel Oil#4 BRL 25.9 mgtkg dry BRL 50 Fuel Oil N6 BRL 25.8 mg/kg dry BRL 50 Motor Oil BRL 25.9 mg/kg dry BRL 50 Aviation Fuel BRL 25.8 mg/kg dry BRL 50 UnidentifieA BRL 25.9 mg/kg dry BRL 50 Other Oil BRL 25.8 mg/kg dry BRL 50 Total Petroleum Hydrocarbons BRL 25.9 mg/kg dry BRI; 50 C9-C36 Aliphatic Hydrocarbons BRL 25.9 mg/kg dry BRL - 200 Surrogate:l-Chlorooctadecone 2.43 mg/kg dry 3.23 75.2 40-140 Matrix Spike(3090839-MS1) Source:SA02165-09 Prepared: 16-Sep-03 Analyzed: 17-Sep-03 C9-C36 Aliphatic Ilydrocarbons 189 39.7 mg/kg dry 279 BRL 67.7 _ 40-140 Surrogate.,I-Chloroocladecane 7.62 mgAg dry 9.96 76.5 40-140 Matrix Spike Dup(3090839-MSDI) Source:SA02165-09 Prepared: 16-Sep-03 Analyzed: 17-Sop-03 C9-C36 Aliphatic Hydrocarbons 176 39.2 mg/kg dry 275 BRL 64.0 40-140 5.62 30 Surrogate:I-Chlorooctadecane 7.02 mg/kg dry 9.83 71.4 40.140 General Chemistry Parameters-Quality Control Spike Source %REC RPD Analyte(s) Result 'RDL Units Level Result %REC Limits RPD Limit Flag Batch 3090687-General Preparation Duplicate(3090687-DUPI) Source:SA02129-04 Prepared: 12-Scp-03 Analyzed_: 15-Sep-03 Solids - 82.1 % 82.9 0.970 20 This laboratory report is not vdid without an authorized signature on the cover page. *Reportable Detection Limit BRL-Below Reporting Limit Pagc 3 of 4 FROM SPECTRUM ANALYTICAL (WED) 9 17 2003 17:27/ST. 17:03/NO. 5510232349 P 4 r Notes and Definitions "TPH Calculated as BRL Below Reporting Limit-Analyte NOT DETECTED at or above the reporting limit dry Sample results reported on a dry weight basis RPD Relative Percent Difference Labo atory Control Sample(LCS): A known matrix spiked with compound(s)representative of the target analyzes,which is used to document laboratory performance. >.atrix Duplicate: An intra-laboratory split sample which is used to document the precision of a method in a given sample matrix. Matrix Spike: An aliquot of a sample spiked with a known concentration of target analyte(s). The spiking occurs prior to sample preparation and analysis. A matrix spike is used to document the bias of a method in a given sample matrix. Method Blank: An analyte-rrcc matrix to which all reagents are added in the same volumes or proportions as used in sample processing. The method blank should be carried through the complete sample preparation and analytical procedure. The method blank is used to document contamination resulting from the analytical process. Method Detection Limit(MDL): The minimum concentration of a substance that can be measured and reported with 99% confidence that the analyze concentration is greater than zero and is determined from analysis of a sample in a given matrix type containing the analyze. Reportable Detection Limit(DQ: The lowest concentration that can be reliably achieved within specified limits of precision and accuracy during routine laboratory operating conditions. The RDL is generally 5 to 10 times the MDL. However, it may be nominally chosen within these guidelines to simplify data reporting. For many analyzes the RDL analyte concentration is selected as the lowest non-zero standard in the calibration curve. Sample RDLs are highly matrix-dependent. rr ate: An organic compound which is similar to the target analyte(s)in chemical composition and behavior in the analytical process,but which is not normally found in environmental samples. These compounds are spiked into all blanks,standards,and samples prior to analysis. Percent recoveries are calculated for each surrogate. This laboratory repot is not valid withou(an aurborized signature on the coverpage. Reportable Detection Limit BRL=Bclow Reporting Limit Page 4 of 4 Special HandlinNdays S_N_ Standard TAT-7 to 10 bu N CHAIN OF CUSTODY RECORD Rush 7AT-Date Needed: o All TATs subject to laboratory approval. • . D1in.24-hour notification needed for rushes. z Pam* Ai]samples are disposed of after 60 days HANNIMLIKIC]OIOGY Page J of ' unless otherwise instructed. o Re rt To: T �� �� J�WS / Invoice.To: s Project No.: G L�, yr'c. 2A SSOc 22ro0 4w- "c �Tu��c Ttr< r� Tar',2, s�er ~ ��ZZ V4l�Li�o irlt' ca � Site Name: F455I QO /�J�v�4 7�l� G� 0 ram/; /r! o� C 7— 4G ¢S7 Location: ,� State.Project hi Sampler(s): 7 ✓ kl s'L—/ J gr•= P.O.No.: RQN: o 1=TTa�S201 2=HC1 3=H2SO4 4=HNO3 S=Nt aOH 6=Ascorbic Acid o 7=CH30H 8=NaHS0, 9= ECG 10= Containers: Analyses: Notes: N DW=Drinking Water OW—Groundwater WNV=Wastewater o� O=Oil SW=Surface Water SO--Soil SL=Sludge A=Air = y Xl= X2= X3= Cz y t% > > V L G=Grab C=Composite O L [_ > < T i O C G Lab id: Sample Id: Date: Time: G,- 4z :M � � ►i„t} -o '41 i o o c l J t -2 V F-- } J Z t Q ` Relinquished by: Reoeived b Date: Time: a )(Fax results when available to 0 ❑ E-mail results when available to Condition upon Receipt: O Iced 41_\mbient O -C 11 Almgren Drivc•Agawan),Massachusetts ill{ 11 • 413-789-9018•Fax 413-71-89-4076•%e-\er\x•.spectrum-anahtical.com Environmental services, Inc. 90 Brookfield Street South Windsor, CT 06074-1262 (860)528-9500 (860)289-0138(fax) INWW.E-S-/.COM October 8, 2003 RECEIVED Connecticut Department of Environmental Protection Director of Waste Engineering and Enforcement Division OCT 10 2003 79 Elm Street South windsor Hartford, CT 06106 INLAND WETLANDS AGENCY CONSERVATION COMMISSION Re: Permit Number DEP/HWM-132-157 Request for Extension Gentlemen: Environmental Service, LLC (E.S.L.) is in receipt of the department's transmittal letter, dated August 27, 2003,regarding the permit to operate a hazardous waste transfer facility at ESL's 90 Brookfield Street South Windsor, Connecticut location. E.S.L. understands that' certain sections of the permit need to be updated, as set forth in the permit compliance schedule, and submitted to the department by October 20, 2003. To this end, E.S.L. is herein requesting a 45 day extension to the response timeframe. The reason for this request for extension stems from meetings that E.S.L. has had with the South Windsor Inland Wetland and Conservation Commission (the Commission). E.S.L. has had one meeting with the Commission with a follow up meeting scheduled for October 25, 2003. The Commission has raised questions regarding the location of non- hazardous roll-off box storage and has asked ESL to consider alternate areas, within the facility, to store these containers. Therefore,until the October 25 meeting E.S.L. will not have clarity and/or concurrence with the Commission needed to develop its complete and accurate response to the department. If you have any questions regarding this request for extension please do not hesitate to contact me. Since ly, Bruce Devanney Vice President Environmental Service, LLC cc: South Windsor Inland Wetland and Conservation Commission Tomek Grajewski,Zuvic Associates Wayne Garrualt, Esq. File Service Centers Located Throughout Southern New England With stormwater runoff quantity and quality becoming a greater concern with site development, various measures have been implemented in numerous projects to attempt to simultaneously reduce excessive runoff and enhance stormwater quality. This has been proven to be a very difficult task to accomplish for all projects. The most effective and appeasing method to meter stormwater runoff quantity and improve its quality is to create stormwater wetlands (i.e. bioretention basin). Storing stormwater for a certain time period allows sediments to settle out. Proper vegetation within the stormwater wetland area effectively and naturally enhances the stormwater quality. Structural measures such as concrete sedimentation chambers and oil/water separators have been installed at many locations. Although these measures do improve stormwater quality to a certain degree under ideal conditions, they do not reduce runoff rate, are quite costly, can become plugged and cause flooding and also need to be frequently maintained. For this project, a created stormwater wetland basin is proposed at the southern end of the property adjacent to the Podunk River. This method is ideal for this project for the following reasons: ❖ The site drainage system will be combined and modified accordingly so that the majority of the site runoff will be directed into the proposed basin. The existing drainage system presently discharges at three locations either directly to the Podunk River or to the existing 46" CMP culvert. Removing some flow from the existing culvert will benefit its hydraulic capacity. Removing two of the three direct discharge points will improve stormwater quality. ❖ The proposed basin bottom will be planted with a combination of sedge and New England Wet Mix. All stormwater that enters the proposed basin will travel in excess of 200 feet over this vegetation prior to entering the Podunk River. This will allow adequate time for stormwater renovation. ❖ The proposed basin will decrease the stormwater runoff rate by significantly increasing the time of concentration of the flow prior to entering the river. Additionally, the outlet of the basin is designed so the runoff that accumulates in the basin filters through a gravel mound and then into a 4-inch perforated pipe. This only allows for a very minor flow rate to exit the basin and enter the river. ❖ The excavation of the basin will increase the floodplain storage volume of the Podunk River. ❖ The installation of the stormwater wetland basin will, together with other proposed improvements along the riverbanks, create a permanent, natural buffer between the site and the Podunk River and dramatically increase the value of the wetland corridor along the river. This buffer will provide significant aesthetic value and a much enhanced wildlife habitat. ❖ The basin provides adequate storage volume for the first one-half inch of rainfall collected by the drainage system that discharges to the basin. Typical concerns with conventional detention ponds are that they present a potential drowning hazard and provide a breeding ground for mosquitoes. The proposed stormwater wetland basin for this project is designed to drain completely after a rainfall event. Hence, there will be no permanent pool of water thereby addressing the aforementioned concerns. A small drainage system (one existing inlet and one proposed inlet) located at the northern end of the property cannot be combined with the basin system. Therefore, an oil/water separator is proposed near the system outlet prior to its discharge to the river. In the vicinity of this outlet, the area is proposed to be enhanced with a small created wetland area. Discharging to this created wetland area rather than directly to the river will improve water quality. (lam.� iJJj/a3 �, zuea con�.aeoel rr.►rr o..m�r mnur caAt+tuc eels �I I y will to Imm s anwmaram i �II� t I ---- - - SMONOW - w. ammlralwrw �wm•lila 1� ..� w0tologo% 1NT1oue �!�� re al wm,soeltt Vnmsos. ^. T N w�aw w rmnal ML 0, .... anma+orsamaam�aM r�71 amrwrw• � � � �M an•wMae�ne.oa+anlraow. -----a d1NM mYRM1 anka" -- I MOM dw 6&AM* • ar ow I YLK !�• 10 ••. �•..r.+� �M+emaaaedwq ���s "° � awe I ' /� 1 "'•"'�( i �` I 1 wtanuuss.ur�arorenwwn.r.vo + `Y, oaw►nans�w� jw \ . .. mm o. i^� 1 rrrMrrwre waa«�su w�ra�e.;. • — al-WAmrmr aa..�.. __•w�•-� \ 6�C fMJ •wN�.rr I a aw�i�al � awrr . Comm � \ ' j ' ALL meamrmawnar uermsswansweswx uuruuu.curs ara MulaMl uirrnes.vur.n;: ------ wmwmnww • ,.. r sr\ �. m.. � ' wsreoaawa.oasLrparuxo.*a • d ma.alr/or •` i mural. alafmNra.w7 ... ... .. Of 1 - 1� � • 41) .................................................. . i Jj AL .....,• _ 4op 10 _ •s.wrsu.• .r. • I"'! I ` t j'• e` �Gu + MAW uw �d '�• ' turw � tt f ; t..w ` � ♦ 't` \ �` EgSMNB 7RFE WIE ••tea .. �raw wr` 1 � � __ •�..r..% I 1 sue.`\ °i• SS'WnAWS SIJ�kkER Ld. ti ME1lItO4 UMT \ �°✓C I A�pWN SFq xN 710vj at S-0� V C a m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•c0 AREA CODE 860/644-2511 October 23, 2003 Certified#70020510000081151829 Attorney Wayne Gerlt 112 Deming Street South Windsor, CT 06074 RE: Appl. #03-41 W—Environmental Services,LLC—Brookfield Street, General Commercial, GC zone Dear Attorney Gerlt: At the October 15, 2003 regular meeting,the Inland Wetlands Agency/Conservation Commission approved application#03-41 W—Environmental Services LLC—Brookfield Street Inland Wetland/Conservation Commission application to construct a waste transfer station, construct a riparian buffer and allow a culvert to remain on property located easterly of Brookfield Street. General Commercial, GC zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon,must be submitted to this Commission. 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 15, 2008. 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. . All approvals required must be obtained and submitted prior to.any activity on the site. 5. A contact person shall be identified on the plans. 6. Applicant should develop and submit a stormwater management plan. 7. Inspections of the pavement for the presence of any automotive fluids shall be included in the stormwater plan. 8. Inspections of the condition of the culvert shall be done annually. Environmental Services, LLC October 23, 2003 Page 2 9. Inspections of the catch basins and sediment sumps shall be done bi-annually and cleaned as needed. 10. The DEP stormwater permit inspections done twice a year should be submitted to the Environmental Planner. 11. Complete stormwater prevention plan should be submitted to the Environmental Planner for his review and approval. 12. Metal materials on this site to be removed. The dates that each item is to be removed should be included on the plans. 13. The IWA/CC application is to be updated to include the amount of surface area proposed to be disturbed and area to be mitigated. . 14. Soil remediation and any permit requirements and activities proposed in the applicants monthly progress reports should be prepared by a Professional Engineer and submitted to the Environmental Planner for his review and approval. 15. The applicant is to submit a statement of jurisdiction from the Army Corps. Of Engineers concerning the culvert. 16. We recommend a bond in the amount of$10,000 be submitted to the Planning&Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 17. We recommend a bond in the amount of$15,000 be submitted to the Planning&Zoning Commission to ensure installation of the stormwater structures. 18. We recommend a bond in the amount of$50,000 be submitted to the Planning&Zoning g Commission to ensure proper installation and establishment of the mitigation areas. 19. The Town Engineer and Environmental Planner to established a bond amount for the repair/replacement of the culvert pipe. 20. The proposed mitigation should be completed prior to construction of the transfer facility. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth . Warren, Chairperson EW:dr cc: Mr. Tomek Graj ewski ZUVIC ASSOCIATES 1722 Bartholomew Road April 25,2005 Middletown, Connecticut 06457 Phone (860) 345-8357 Mr. Jeffrey B. Doolittle, P.E. Fax (860) 3454077 Town Engineer Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074-2786 Re: Corrugated Metal Culvert at Mitchell Property Group LLC. 90 Brookfield Street, South Windsor Dear Mr. Doolittle, As requested by your office we contacted the Department of Army, New Er)gland District, Corps of Engineers regarding the clarification of jurisdiction over the subject culvert. Please find enclosed a fax from Mr. Robert J. DeSiesta, Chief, Permits and Enforcement Branch, Corp's Regulatory Division. The letter states that the Corp of Engineers has "elected not to pursue any enforcement action even if the(original) action was unauthorized". Please call if you have any questions. Sincerely, ZUVIC ASSOCIATES INC. ' i i Tomek Grajewski P.E. President Cc: Marcia Banach, Director of Planning Mitchell Property Group,LLC i Mitchell Property Group Page 1 0f 1 -• --/- c: ierm; 9783188303 -> ZLIVIC ASSOCIATES ; Page 2 04 05 MON 14:04 FAX 97831881303. REGULATORY 2002 DEPARTMENT OF THE ARMY NEW ENGLAND DISTRICT, CORPS OF ENGINEERS T1 696 VIRGINIA ROAD CONCORD, MASSACHUSETTS 01742-2751 REPLY TO: ATTENTION OF: April 15, 2005 Regulatory Division CENAE-R-NAE-2005-801 Zuvic Associates - ATTN: Tomek Grajewski, P.E. 1722 Bartholomew Road Middletown, Connecticut 06457 Dear Mr. Grajewski: This letter is in response to your letter dated January 10, 2005 inquiring as to if the Army Corps of Engineers has/had jurisdiction over a culvert installed in 1984 (approximately)to convey the flow of the Podunk River through private property at 90 Brookfield Street in South Windsor, Connecticut. The culvert may have been installed without specific Corps authorization. Corps jurisdiction in this location is over the discharge of any fill material placed into a waterway or adjacent wetlands. At the time the culvert was installed,Nationwide permits were in affect that allowed minor activities to occur without the need to specifically apply for a Corps permit, and hence would be considered authorized. We currently have a Programmatic General . Permit in Connecticut that essentially accomplishes the same thing. However, if the culvert installation did not meet the terms of the Nationwide permits, it would be considered unauthorized. Because this action was performed over 20 years ago,we have elected not to pursue any enforcement action even if the action was unauthorized. Please note that, while we have chosen to take this course of action,we cannot speak on behalf of the state of Connecticut. It is suggested that you contact the state directly to determine their jurisdiction and position on the matter. If you plan to do any work at this time that requires fill in any waters or wetlands on the site,you should contact us to determine if a Corps permit is required. If you have any questions regarding this letter,please contact Bill Mullen at(978) 318-8559. Sincerely, Robert J. DeSista Chief,Permits&Enforcement Branch Copy furnished: Regulatory Division (41 Sara Yates, CT DEP Inland Wetland Section 79 Elm St, Hartford, CT 06106-5127 v �. y A a - >: _ r � 3 U _ -' ' a .- 3 - #'. r_ _ e h - , - .+ a p. x _ �. ,,_ , �[ _ "F -, r.. _. s !Nip.. „__ S I- I _- _ �.e§ ga :, .i": .. - -- . . ,. .x >- - y 4�. Mom. t'," �- , . � , ,,- >• ,, SI .: `: r ?" _> _ F , �., 1 ,fir " - -�., - �.. ,-. ,.- :r:+ _ ,: - -:... _ - tom. _YY ! r . +fir z ;_ . , , y C ,* /. 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'" / n • e . w - - - - - - _ - - _ ., y 1. - _ _ _ - ,j .. - _ - - " :. - - - .' ^JrJ _ _ �'I I e.. - i /' r z fJ ,{j , \ S y -_i _ _ - - e , m- -. _ �• - is -A _ .. _ v k '" �I d n _ �t y I� _. .. - , , . u a t. :_,. ' - _.t .:- / ,r.tit ,. - ;. I _ - Y -.:� - I. { !- f a ? t/ �'' ;. - qti K < ,z ° , , P ae , , -, ' , ,. a , 4 �, ',' t - p - _ i- - ` !. i .' 4 l _ _ - - ` ,5 !. s %, L AF :, - / . g _ Pl�, !Y! ... a , +114 - - % -,{, t Y , 1 - �q - - 15:... ,-- - _. .J ':d + - .. - „ , + � I,. _- - ;/ -,..7 _ 3 . - _ Est - . , I/ , , . �. ,: - a � 1 ." - ` - , - , IJ • 1 7 ,s iC • ♦ _ _ , U _ �` i -.n, -. i ,t -- .' i J - - /. \ ' �' - - !I . �v _ p k -- , _, �:_ _ ;. ;. . e.m a - e v -. >. q a. w , ;� ,� r i .: ,,, d t �,. ,yp ' 3.- - ' , r r f. k J -'� 1. �" :, a -' I ;� 1 s ,.. , _ - I. j �,. i i f ,., �_. _''r,._.,.. r ! stir �'.. -, ,_' •}�,, _ -t i ,.,1. IIo >, d ,.i / - , b `:.,- t .:i v' of-tom :�,- ® �:-iti s' a ' , • a'' 1 f.: . —�.: ' i , -:. -- e.,- n .gym, F 1 ..n- ..y. y tom' , ,ate A Benson 9 Old Purdy Station Road Newtown, CT 06470 -8012 Phone(203) 270 Fax(203) 426-3782 Email—Bensonenv*aol.com George A. Benson Limnologist, President J k2 A;1 e- PROFESSIONAL EXPERIENCE Benson Environmental Inc., 1991-Present Limnologist, President *Principal in charge of lake and stream water quality studies *Project Manager of wetland delineations, management and restoration. *Project Manager of a six-year study documenting the extent of grass carp aquatic plant control and any resulting impacts to the water quality of Ball Pond, New Fairfield, Connecticut. Interdisciplinary Environmental Planners (IEP) Inc., 1989-1991 Senior Limnologist *Project Manager of water quality studies of lakes, ponds and streams in Connecticut and New York. *Project Manager of an inland fisheries survey of thirty streams and rivers located in Fairfield County, CT. Lake Management Consultants (LMC) Inc., 1987-1989 Limnologist, Principal *Principal in charge of water quality studies on lakes and ponds in Connecticut and New York. *Project Manager of stream waste assimilation capacity analysis studies. *Conducted stream studies including benthic macro-invertebrate surveys and measurements of stream discharge rates. *Consulted with engineers and landscape architects on the environmental impacts of proposed developments. Candlewood Lake Authority, 1986-1989 Aquatic Biologist *Coordinated the installation of lake bottom weed barriers. *Conducted septic leachate surveys. *Project Director of a three-year study of Ball Pond Brook,New Fairfield, CT. Western Connecticut State University, 1983-1989 Adjunct Professor,Laboratory Manager *Project Manager of a six-year water quality study of Candlewood Lake, CT. *Conducted water quality monitoring of several lakes in Putnam County, NY. *Project Manager of a five-year study on the effects of winter drawdowns on the growth rate of Eurasian water milfbil, (Myriophyllum spicatum) in Candlewood Lake, CT. *Coordinated and/or performed the field sampling, chemical analysis, phytoplankton identification/counting, aquatic weed surveys, data interpretation and report writing for the projects. EDUCATION B.A. Environmental Biology, Central Connecticut State University M.A. Limnology, Western Connecticut State University Army Corps of Engineers Wetland Delineation, Management and Field Training MASTERS THESIS "Chemical and Physical Parameters Influencing the Dominance of the Chrysophyte Algae and the Lack of Blue-green Algal Blooms in Forest Lake, CT." PUBLICATIONS Siver, P.A.;Benson, G.A.; Coleman, A.M.; Simpson, J.T. "The Effects of Winter Drawdown on Macrophytes in Candlewood Lake, Connecticut." International Symposium on Applied Lake and Water Management, Lake Geneva, Wisconsin, 1985. Benson G.A., Simpkins, T.R. "Ball Pond Grass Carp Project 1998 Annual Report" Connecticut Federation of Lakes Conference, 2000, University of Connecticut, Storrs, CT. GUEST LECTURES Annual New England Chapter of the North American Lake Management Society and Connecticut Federation of Lakes Conference, 2000 Northeast Aquatic Plant Management Society, P Annual Conference, 2002 Annual Meeting of the New England Chapter of the North American Lake Management Society, 2002 PUBLIC PARTICIPATION Advisor to the Save the Lakes Trust Fund, Putnam County, NY Advisor to the Ball Pond Carp Project,New Fairfield, CT Incorporator of the Connecticut Federation of Lakes Inc. Advisor to the Rogers Park Pond Restoration Project, Danbury, CT PROFESSIONAL SOCIETY MEMBERSHIP New England Chapter North American Lake Management Society Leadership Committee Connecticut Federation of Lakes, Vice President,Board of Directors GEORGE A. BENSON WESTERN CONNECTICUT STATE UNIVERSITY, (W.C.S.U.) Candlewood Lake Water Quality Monitoring Project Manager of a six-year monitoring program designed to determine the lake baseline trophic status and to provide continuous sampling to establish trends in water quality. Responsibilities included hiring the personnel, supervising the field sampling, laboratory analysis and interpreting the data for the final report. The lake was sampled for the following parameters: temperature, dissolved oxygen, conductivity, total phosphorus, chlorophyll, Secchi disk depth and algal identification and concentrations. Candlewood Lake Aquatic Weed Study Project Manager for a five-year study on the effect of winter drawdowns on the growth of the lakes Eurasian water-milfoil population. The purpose of this study was to quantify the effects of the drawdowns on the weed densities. Three sites were selected to represent the various substrates and depth contours of the lake. Plants were harvested at meter intervals along a thirty meter transect. Weed densities were determined every summer for five years and comparisons were made between the summers following drawdowns and the summers without drawdowns. The data supported the use of winter drawdowns as an effective method of controlling Eurasian Water-milfoil. CANDLEWOOD LAKE AUTHORITY, (CLA) Ball Pond Brook Water Quality—Discharge Rate Study Project Manager for a three-year study of a major tributary to Candlewood Lake. The purpose of this study was to gather data needed to determine the feasibility of a proposed diversion of the brook away from Candlewood Lake to a City of Danbury Reservoir. Water quality measurements included: total phosphorus, temperature, conductivity, turbidity, pH and suspended solids. Discharge rates were determined weekly and plotted to the gauge height readings generating a rating curve. Continuous gauge height recorder readings were then used to determine the average daily stream discharge. LAKE MANAGEMENT CONSULTANTS INC., (LMC) Palmer Lake Monitoring Study Project Manager of a three-year monthly sampling of the lake and its tributaries to determine baseline water quality. The purpose of this study was to establish the trophic status of the water system prior to the completion of a proposed sewage treatment facility. The monitoring of the lake and its tributaries will continue after the plant begins to discharge treated effluent into the system. The resulting data will document any effects on the lakes water quality and test the validity of the Waste Assimilation Capacity Analysis. O&G Excavated Lakes Study Project Manager of a water quality study of two excavated lakes in Seymour and Beacon Falls, CT. The lakes were to be donated to the State of Connecticut. The purpose of this study was to determine the 1 water quality and the recreational potential of the lakes prior to the States acceptance of ownership. The study determined that one of the lakes was unsuitable since the Naugatuck River periodically floods it. The other lake was acceptable and recommendations were made to preserve its water quality. Comstock and Silvermine Rivers Macro-invertebrate Studies Project Manager for an assessment of the benthic macro-invertebrate community to determine the long- term water quality of the rivers. The rivers were studied for two years during the spring and summer. The invertebrates were identified, counted and the occurrence and abundance of each genus determined the water quality of the rivers. The results were compared to the water chemistry data to determine any water quality trends. INTERDISCIPLINARY ENVIRONMNENTAL PLANNERS INC., (IEP) Iroquois Inland Fisheries Survey Project Manager for a fisheries survey of thirty streams throughout Fairfield County, CT. The purpose of the study was to gather baseline data on the streams prior to a crossing by a gas transmission system. The State of Connecticut Inland Fisheries Division of DEP mandated the study. The surveys consisted of collection and identification of all fish species and the evaluation of potential fisheries habitat. McBride Dredging Remediation Project Manager for the mitigation of an unauthorized dredging of a pond in Roxbury, CT. The contractor had dredged out a portion of the pond without the proper permit. A survey was conducted to determine the environmental impacts of several proposed mitigation strategies. The remediation plan included stabilization of the shoreline and restoration of the emergent wetland that had been disturbed. The plan was approved by the Town of Roxbury and the Inland Wetlands Division of the Connecticut DEP. BENSON ENVIRONMENTAL INC., (BEI) Scoville Landing Sedimentation Study Benson Environmental Inc. was contracted to formulate a scope of services in response to an order issued by the Commissioner of the Department of Environmental Protection. The developer's construction activities had allegedly caused the sedimentation of a stream and a pond. The final report submitted to DEP contained documentation of the sedimentation, its biological impacts and a remediation plan. The results of the study were approved by the Inland Wetlands Division of the Connecticut DEP and the pond was subsequently dredged. Benthic Macrofaunal Survey of Yellow Mill Channel Benson Environmental Inc. was contracted to conduct a baseline study of the benthic macrofaunal community of the Yellow Mill Channel. The survey was conducted prior to drilling under the channel for a cable installation by Southern New England Telephone. The sampling plan was formulated in response to a condition of the drilling permit issued by the Office of Long Island Sound Programs, Connecticut DEP. Benthic cores were taken at twenty-eight stations on transects located along the proposed path of the cable and 250 feet and 500 feet North and South of the proposed crossing. The cores were then analyzed to determine the baseline macrofaunal community of the channel. The final report included a quantitative list of the macro-invertebrates for determination of any possible post construction environmental impacts. Connecticut Lake Watershed Project Benson Environmental Inc. was contracted by the Lakes Division of the Connecticut DEP to complete a Clean Water Act Section 319 Watershed Survey of six lakes located in Eastern Connecticut. The project consisted of three phases; the first included a review of existing water quality data, meetings with local officials and citizens and a preliminary review of each lake's watershed. The second phase included additional field surveys and informing local officials of potential impacts to the lakes. The third phase is the final report, which included identification of the nonpoint source pollution to the lakes and recommendations for implementation of Best Management Practices to reduce negative impacts to the specific lakes water quality. The final report also included watershed maps identifying current land use and potential problem areas. Ball Pond Grass Carp Project In conjunction with the Town of New Fairfield and the CTDEP Bureau of Natural Resources, Benson Environmental Inc. conducted a six-year study on the effect of the introduction of grass carp on the ecology of Ball Pond. The grass carp were introduced in 1997 to control the over abundant aquatic vegetation of the lake. Ball Pond has a surface area of 82 acres with a maximum depth of 52 feet and an average depth of 23 feet. This study documents the aquatic weed populations and water quality parameters one year (baseline) before and five years after the stocking. The aquatic weeds were harvested via SCUBA at 30 stations along five transects around the lake. The dry weight biomass of the plants were determined yearly in grams per square meter. Three stations across the lake were be sampled for water quality including profiles of dissolved oxygen, temperature, conductivity and pH. Also, total phosphorus, nitrate, ammonia and phytoplankton concentrations were analyzed in the laboratory. The final report documents any positive or negative impacts to the water quality of Ball Pond. Benson Environmental Inc. 9 Old Purdy Station Road Newtown, CT 06470 Phone (203) 270-8012 Fax(203) 426-3782 Email—Bensonenv@aol.com Mr. Benson has studied the following lakes while working at Western Connecticut State University and various companies. These studies included water quality analysis, weed density mapping, stormwater sampling, fisheries surveys, environmental impact assessments and nonpoint source pollution watershed surveys. Oscawana Lake, NY Candlewood Lake, CT Cortlandt Lake,NY Ball Pond, CT Putnam Lake,NY Squantz Pond, CT Long Pond, NY Lake Wonoscopomuc, CT South Lake, NY East Twin Lake, CT Kirk Lake,NY West Twin Lake, CT Lake Peekskill,NY South Spectacle Lake, CT China Pond, NY Silver Lake, CT Barrett Pond,NY Red Cedar Lake, CT Lake Tibet,NY Bashan Lake, CT Lake Nimham,NY Dooley's Pond, CT Sagamore Lake, NY Crystal Lake, CT Seven Hills Lake,NY Gardner Lake, CT Lake Tonetta,NY Lake Kenosia, CT Palmer Lake,NY Lake Waubeeka, CT Bells Pond, NY Winchester Lake, CT Kentwood Lake,NY Pinewood Lake, CT Leighs Pond, NY Green Pond, CT Lake Secor,NY Tuxis Pond, CT Lake Casse, NY City Lake, CT Pine Pond, NY Popes Pond, CT Patterson Park Pond, NY Streets Pond, CT Teakettle Pond, NY Boles Pond, CT Lake Celeste, NY O&G Seymour Lake, CT Loch Lyall, NY O&G Beacon Falls Lake, CT Lake MacGregor, NY Manstan Pond, CT Samp Mortar Reservoir, CT Klars Pond, CT Lake Mauweeho, CT Hoyt Pond, CT Tauton Pond, CT Lake Zoar, CT Rowledge Pond, CT Letterman Pond,NY Lake of Isles, CT Skylight Run Pond,NY Halseys Pond,NY Me OVA • III I `� • •��, INS: r a'F�r1 � r 'G 4 ZONE B r NE ZO B tAE RN122 �°�a - _+ tAe B Farm gnd9e t }` k ZONE B C c� o ZONE g � ,r y &R _ luiyert at oar" ZONE C ZpNE g ZpNE e F pNE g i 7—ONE g Z Farm grid9e //Op'' g � 68.. 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AND PREVENTION PLAN DATE ° MARCt12000 r ZUVIC ASSOCIATES INC. 1722 BARTtiOLOMEW RD. MIDDLffOWN CT, 06457 t Y STORMWATER POLLUTION & PREVENTION PLAN JOHN MITCHELL ET AL/ ENVIRONMENTAL SERVICE INC. FACILITY TABLE OF CONTENTS CHAPTER PAGE 1. SITE DESCRIPTION AND POLLUTION PREVENTION TEAM 1 2. BACKGROUND 2 3. EPA BEST MANAGEMENT PRACTICES 2 4. DESCRIPTION OF POLLUTANT SOURCES 3 5. MONITORING PROGRAM 7 6. MEASURES AND CONTROLS 9 FIGURES&DRAWING 1. LOCATION MAP FIG. 1 2. SITE PLAN DWG 1 APPENDICES MATERIAL INVENTORY,TABLE 1 ..........................................A EMERGENCY PERSONNEL AND DUTIES ..........................................B SITE INSPECTION REPORT .........................................0 WATER RELEASE FORM ..........................................D TRAINING RECORD ..........................................E COMPREHENSIVE SITE EVALUATION ...........................................F WATER SAMPLING FORMS .........................................G L SITE DESCRIPTIONAND POLLUTIONPREVENTION TEAM Facility Name: John Mitchell Et Al./Environmental Services Inc SIC No.37 Facility Address: 90 Brookfield street, South Windsor CT 06074 A. POLLUTION PREVENTION TEAM This is the master roaster and responsibilities list for the pollution prevention team. This list will be updated as necessary. Leader: Bruce Devanney Title: General Site Supervisor Office Phone: (860) 528-9500 Responsibilities: Overall supervision of the Pollution Prevention Team Coordinate all stages of Plan including inspections implementation and employ training program. Keeps all records and ensure reports are submitted; oversee sampling program. Member: Darryl Mitchell Title: Operations Su ervisor Office Phone: (860) 528-9500 Home Phone: (860) 290-1297 Responsibilities: Conduct/Assist with inspections and training_program; conduct sampling; monitor and schedule all deliveries of liquid material responsible for dumpster coverage Member: William Mitchell Title: Maintenance Director Office Phone: (860) 528-9500 Home Phone: (860) 644-2662 Responsibilities: Implementation of the preventive maintenance program; oversee good housekeeping activities; spill response coordinator. Other Emergency Contacts: South Windsor Fire Department (860) 644-8547 South Windsor Police Department (860) 644-2551 y Storariwater Pollution Prevention 131,111, Jt lira Mitchell hell 1?t Al ` 1`iwirojinieraid `services 111C. 90 Brookfield St. Smith Whiclsor. C 1' 1.)age l of l-1 II. BACKGROUND A. BACKGROUND This Pollution Prevention Plan has been prepared as mandated by the Storm Water Discharges regulations in 22a-430-3(a) of the Regulations of Connecticut State agencies to whom authority for Storm Water has been delegated by EPA. The Plan is specific to a facility located at the property of John Mitchell Et Al, 90 Brookfield Street in South Windsor, Connecticut. Planning and organization has proceeded over several months and members of the Storm Water Pollution Prevention Team have reviewed applicable operations in the facility to ascertain all potential sources of contamination necessary for development of this Plan. Participants are members of the staff who have consulted operating personnel in each department. Critical responsibilities under the plan have been assigned to key people associated with Environmental Services Inc, the main tenant at this facility. ESI is a Connecticut DEP licensed spill contractor and has broad experience in dealing with various types of environmental hazards. In addition this company has appropriate equipment and trained personnel to respond promptly and efficiently. Close coordination with spill response and emergency action procedures is a major element of this Plan. III. EPA BEST MANAGEMENT PRACTICES FOR STORM WATER CONTROL A. EPA BEST MANAGEMENT PRACTICES (BMP) FOR STORM WATER CONTROL The scheme proposed by EPA to obtain and maintain BMP consists of the following cumulative actions. They are listed in descending order of effectiveness. Source Reduction ✓ Preventive Maintenance ✓ Spill Prevention ' ✓ Chemical Substitution ✓ Housekeeping ✓ Training ✓ Materials Management Practices Containment/Diversion Stormwater Pollution Prevention Plan John Mitchell Et Al/Environmental Services Inc. 90 Brookfield St. South Windsor, CT Page 2 of 14 ✓ Segregating the activity of concern ✓ Covering the activity ✓ Berming the activity ✓ Diverting flow to grassed areas ✓ Dust control Recycling ✓ Where possible Treatment ✓ Oil/Water Separation ✓ Vegetated Swale ✓ Storm Water Detection Pond IV. DESCRIPTION OF POLLUTANT SOURCES A. DESCRIPTION OF FACILITY: The Site is located at 90 Brookfield Street in South Windsor, Connecticut. A Location Map is provided as Figure 1 and a Site Plan is provided as Figure 2. The site is currently utilized as a maintenance yard for several companies, among them: Environmental Services Inc., Mitchell Trucking, Coven Construction and Laidlaw Transit Inc. Laidlaw vehicle's maintenance is conducted at an off-site location. The site consists of several buildings, storage areas for equipment and materials, a motor fuel dispensing islands and paved areas for roadways and parking. The majority of the site adjacent to Brookfield Street and to the main building is made up of impervious surfaces. There are several drainage structures collecting stormwater from this area and subsequently discharging it to the Podunk River, which traverses the property. Currently, there are three (3) aboveground tanks located at the subject site. A SPCC Plan was prepared for two AST's (2K gasoline and 3K diesel) owned and operated by Environmental Services Inc. Laidlaw Transit Inc., which operates school bus terminal from the subject property, installed a 10,000 gallon aboveground storage diesel tank (AST) in October 1999. This tank is operated and supervised exclusively by Laidlaw personnel. A separate, site specific SPCC Plan was prepared for Laidlaw Transit, Inc. by LFR Levine-Fricke in October 1999. Stormwater Pollution Prevention Plan John Mitchell Et Al/Environmental Services Inc. 90 Brookfield St. South Windsor, CT Page 3 of 14 The main maintenance garage is equipped with a floor drain system connected with two (2) 1,000 gallon oil/water separators. An additional 1,000 gallon oil/water separator was installed outside of the main building in order to assist with a pre washing of oversize vehicles. These oil/water separators discharge its wastewater's into a municipal sanitary system. The previous facility operators installed the vehicle service floor drain system described above approximately twenty years ago. Following the receipt of the formal letter of consent from Town of South Windsor, Bureau of Pollution Control, the Engineer, Zuvic Associates Inc., prepared a permit application for this system to Connecticut DEP. This General Permit Application for the Discharge of Vehicle Service Floor Drain Wastewater was submitted to DEP's Water Management Bureau on March 16, 2000. Figure 1 is a location map and Drawing No.1 is a site map of the facility, showing potential pollutant sources. The following information is provided: • The drainage area for each outfall • Existing structural controls • Surface water bodies • Location of any Significant Materials exposed to rain • Location of any Activities exposed to rain, such as any: Fueling Vehicle and Equipment maintenance or cleaning Loading/Unloading Operations On-site Waste Treatment, Storage or Disposal Liquid Storage Tanks Storage B. SITE DRAINAGE All stormwater run-off from the entire site discharges into the Podunk River, which traverses the subject site. The portion of the parcel, located on the northeast side of the river is generally an undeveloped area where construction materials and some vehicles are currently stored. This section generates a limited sheet flow into surrounding woods, which ultimately discharges into the Podunk River. Stormwater Pollution Prevention Plan John Mitchell Et Al /Environmental Services Inc. 90 Brookfield St. South Windsor, CT Page 4 of 14 The developed portion of this parcel, located between Brookfield Street and the river consists of office, storage and maintenance buildings. The majority of surface area (parking lots and driveways) is paved with asphalt aggregate. There are five drainage structures (catch basins) located throughout the site. They collect the storm water from three well-defined areas labeled D001 through D003. At some point, flows from areas D001 & D002 were conveyed via 12-inch reinforced concrete pipes into the Podunk River. In 1979, the 330 feet long section of the river was piped in a 46-inch culvert, thus making these storm drain outlets, with the exception of D003, inaccessible. (See Drawing 1). Area D001 encompasses the section of the parcel located north of the main building. One catch basin is collecting storm water run-off from paved and stone areas, where equipment and construction vehicles are parked. Area D002 consists of three catch basins system and collects water from the main access drive,parking areas and roof drains servicing the main building. Area D003 collects storm water from a limited, paved parking area. The types of pollutants likely to be present in the run-off are oily substances mostly from motor vehicles, which park and drive on the asphalt and from the asphalt itself. Sources described below may contribute, but none are expected to be significant. Rainwater which falls on the roof is conducted by drains into the stormwater collection system. There are no flows expected to cause serious potential erosion. C. INVENTORY OF EXPOSED MATERIALS & SUMMARY OF POTENTIAL POLLUTANT SOURCES Exposed materials at this facility are limited to construction materials, topsoil and gravel, which are stockpiled at the northeast corner of the property. Any other products, mainly various petroleum products are stored inside the building or in sheds. The following is a summary of potential pollutant sources: C.1. Loading and Unloading Operations. There are no loading docks at this property. The limited quantities of received materials are unloaded inside garage bays. These bays are equipped with floor drain systems, intended to collected any potential pollutant and transfer it to the oil/water separators or/and subsequently to the municipal sanitary system. Stormwater Pollution Prevention Plan John Mitchell Et Al /Enviroiunental Services Inc. 90 Brookfield St. South Windsor, CT Page 5 of 14 C.2. Roof Areas. Inspection of roofs indicated no discoloration around vents. Gutters and roof drains are connected to underground stormwater collection system (D002). C.3. Outdoor Storage • Currently, there are three (3) aboveground tanks located at the subject site. Two AST's (2K gasoline and 3K diesel) covered with a shed structure, are owned and operated by Environmental Services Inc. Laidlaw Transit Inc., operates a 10,000 gallon aboveground storage diesel tank. Laidlaw personnel supervise this tank. The SPCC Plan was prepared for both fuel dispensing sites. • There is some machinery stored outdoors. Potential pollutant sources include oils and hydraulic fluids. • ESI is not permitted to store any recovered hazardous materials at the site. These materials are stored temporarily in a lined trucks, before the shipment to a receiving or disposal facility. CA. Outdoor Manufacturing or Processing There is no outdoor manufacturing or processing C.S. Dust or Particulate Generating Process None. CA On-site Waste Disposal Practices Empty containers are stored inside the garage bays or in the shed at the rear of the main building. The dumpster is emptied by Tobacco Valley Sanitation. The dumpster has a cover and plugged drain hole. C.7. List of Potential Pollutant Sources and Associates Pollutants Table 1 on Appendix A lists potential pollution sources and their associates pollutants. C.B. Spills or Leaks There have been no spills or leaks of five gallons or more of toxic or hazardous materials which could affect stormwater in the past three years. Stormwater Pollution Prevention Plan John Mitchell Et Al/Environmental Services Inc. 90 Brookfield St. South Windsor, CT Page 6 of 14 V. MONITORING PROGRAM A.I. Monitoring Frequency and Procedures The following is a description of the monitoring program, which will be completed annually. See Drawing 1 for sampling location. Since two points of stormwater discharge from the site into the Podunk River are inaccessible, the sampling location will be as follow: 1) At the outlet from the 46" culvert pipe. 2) At the outlet from storm drain into the river(Area D003) 3) At the inlet to the 46" culvert pipe, for background reference data. The effluent collected at this location should generate a proper characterization of site surface related conditions and the potential impact upon the brook. A.2. Sample Collection • The water sample from above location will be collected annually. • A grab sample will collected within the first thirty (30) minutes of storm event discharge. • When feasible, the rainfall between the first 30 minutes of the storm event should be between 0.1 and 0.75 inches. Snow or ice runoff may not be used for sampling purposes. • The Stormwater Monitoring Reports (SMR), which are kept with this Plan for the last five years, are used to record the necessary information for the storm event and monitoring results. During monitoring, the following information is collected and included in the Sampling Information-section of SMR: • Sampling Location • Date ant time of sample collection • Name and title of person collecting the sample • Storm magnitude (total amount of rain in inches) • Date of previous storm event (must be at least 72 hours previous) • Rainfall pH Stormwater Pollution Prevention Plan John Mitchell Et Al /Environmental Services Inc. 90 Brookfield St. South Windsor, CT Page 7 of 14 The table below contains the parameters to be analyzed for. If the results are below the levels listed for two consecutive years, the facility does not need to sample for the remainder of the term of the permit. Chromium and nickel also need to be sampled, since they are included in the facility's State Discharge Permit. Chromium and nickel do not have targets levels, and must be tested for each year that the facility is covered under the permit. The analysis will be conducted according to the procedures prescribed in Title 40, CFR (Code of Federal Regulations), Part 136 (1990), promulgated pursuant to Section 304(h) of the Federal Water Pollution Control Act. The analysis for acute toxicity biomonitoring will be conducted according to the procedures prescribed in Methods for Measuring the Acute Toxicity of Effluents and Receiving Waters to Freshwater and Marine Organisms, 41" Ed., EPA 600/4-90/027, and in accordance with the specific conditions noted in the Stormwater General Permit. PARAMETER UNITS LEVELS Total Oil and Grease mg/L 5 Chemical Oxygen Demand mg/L 75 Total Suspended Solids mg/L 100 Total Phosphorous mg/L 0.5 Total Kjeldahl Nitrogen mg/L 2.5 Nitrate as Nitrogen mg/L 1.5 Total Copper mg/L 5 Total Lead mg/L 5 Total Zinc in 5 Chromium mg/L 5 Aquatic Toxicity -- LC50>50% Stormwater Pollution Prevention Plan John Mitchell Et Al /Environmental Services Inc. 90 Brookfield St. South Windsor, CT Page 8 of 14 VT MEASURES AND CONTROLS A. GOOD HOUSEKEEPING ♦ No washing of equipment or vehicles to storm drain is allowed. ♦ Drip pans are used when changing fluids. ♦ Spills are immediately cleaned up with absorbent. ♦ Spigots or funnels are used to minimize drips or leaks when transferring fluids. ♦ Oily wastes are kept separate from other wastes, especially solvents. ♦ Dirty rags are stored in a covered container. ♦ All changing of fluids is done indoors in the maintenance garage where the floor drain will collect an incidental spills, which subsequently will be captured and retained in the oil chamber of the oil-water separator. ♦ All spills occurring during vehicles fueling are promptly swept up. ♦ No drums (empty or full, open or closed) or used pallets are stored outdoors or uncovered. ♦ Hydraulic equipment is kept in good repair and drips are cleaned up promptly. ♦ Liquid and dry material storage is confined to shed structures. ♦ Used construction machinery or vehicles stored outdoors should be covered with tarps until it can be taken away by scrap metal dealer. B. PREVENTIVE MAINTENANCE The following is a description of preventive maintenance procedures practiced at this facility. Facility's Pollution Prevention Team personnel will visibly inspect stormwater management devices such as on-site catch basins to ensure that the devices are in working order and are not clogged or backed up. ESI personnel will also test on-site equipment and systems in order to identify condition, which could cause breakdowns or failures resulting in discharges of pollutants to surface waters. The inspection program Stormwater Pollution Prevention Plan John Mitchell Et Al /Enviroinnental Services Inc. 90 Brookfield St. South Windsor, CT Page 9of14 will also so include inspections of the roof area of the building. Inspections of appropriate areas, as discussed within this plan, will be made at least once every six months. Any problems noted with management devices or testing equipment will be remediated within one week of inspection. Records of inspections will be maintained by ESI. A Preventive Site Inspection Report is included in Appendix C of this Plan. Preventive maintenance of the storm drainage system includes: ❖ Catch basins and sediment chambers will be cleaned as needed, but in no event less than annually, during the month of April. Materials removed will be disposed of in an appropriate manner. ❖ Drainage swales will be kept clear as needed. Brush and debris will be cleaned out every April. ❖ The oil/ water separators will be cleaned out as necessary, but in no event less than annually. Materials removed will be disposed of in an appropriate manner. Preventive maintenance of facility equipment and systems include: ❖ The fueling areas will be inspected for signs of spills or leaks. Hoses and fittings will be regularly inspected. ❖ Fork-trucks will be maintained regularly and any drips or leaks will be repaired immediately. ❖ Bulk tank filling and discharge areas will be inspected regularly for signs of leakage, and all transfers to and from the tank will be observed by qualified personnel trained in spill response procedures. Please refer to specific SPCC Plans for details. C. SPILL PREVENTION AND RESPONSE PROCEDURES Potential spill areas include storage and transfer areas (including bulk storage areas), the vehicle maintenance shop, outdoor storage areas and dumpster areas. ❖ The trash dumpster has a cover and intact drain plug. d• Speedi-dri is kept just outside of the fueling area in a plastic bucket. ❖ The spill coordinator will be advised immediately of all spills of hazardous or Connecticut regulated materials,regardless of quantity. ❖ The spill will be evaluated to determine the necessary response. If there is a health Stormwater Pollution Prevention Plan John Mitchell Et Al/Environmental Services Inc. 90 Brookfield St. South Windsor, CT Page 10 of 14 hazard or fire or explosion potential, 911 will be called. If the spill is large or threatens surface water systems (including stormwater structures) the DEP Oil and Chemical Spills Unit will be called at 424-3338. Any questions on pollution potential should be directed to the DEP Waste Management Bureau at 424-3372. ❖ The spill will be contained as close to the source as possible with a dike of absorbent materials from the emergency spill kit (such as socks, pads, pillows or "pigs"). Additional dikes will be constructed to protect swales or other stormwater conveyances or streams. A cover or dike will protect any other stormwater structures such as catch basins. ❖ All waste material will be disposed of properly, including used absorbent materials. The DEP will be called for any questions about proper disposal of hazardous or regulated wastes. & INSPECTIONS Inspections will be conducted in accordance with Section 6.b.6.D. (Comprehensive Site Compliance Evaluation) of the General Permit at least once every six months. In addition to the Comprehensive Site Compliance Evaluation (Appendix F), the following areas/items will be inspected for leaks/spills, maintenance and good housekeeping: 1. AST's and vehicle fueling area: per SPCC Plan requirements schedule. 2. Dumpsters checked to ensure they are covered: weekly and before every storm event A form for the inspections (Appendix C) is included at the end of this Plan. E. EMPLOYEE TRAINING ESI personnel will undergo a training program designed to inform all appropriate personnel of the components and goals of this Stormwater Pollution Prevention Plan. Training will address spill response, good housekeeping and material management practices. Employee training will take place at least once per year, or more frequently as required by employee involvement with stormwater management. Records regarding employee training will include names and signatures of trainers and trained personnel, date of training, and topics covered (See Appendix E). Records will be maintained by ESI. The topics below will be covered at employee training sessions. All employees will be trained annually. New hires will complete the course for " All employees" and any other appropriate segments of the training within one month (30 days) of starting. Stormwater Pollution Prevention Plan John Mitchell Et Al /Environmental Services Inc. 90 Brookfield St. South Windsor, CT Page 11 of 14 Pollution prevention team members will meet together at least biannually for the purpose of discussing the Plan, the Site Compliance Inspection and Preventive Maintenance Procedures. All Employs The Pollution Prevention Plan: What it is - Our Plan is an outline of potential sources of stormwater pollution and methods of reducing or eliminating that pollution. What it contains - Our Plan emphasizes good housekeeping measures and location of potential pollution sources. Why it's important: Pollution from stormwater runoff and storm drains is the primary source of pollution to many of Connecticut's rivers and the most common stormwater pollutants are extremely toxic to fish and devastating to their habitats. Pollution Prevention Team - The team will be introduced, explaining that we are continually looking to avoid pollution to the storm system and appreciate input and assistance. Discussion of the location of storm drain structures and note the receiving water of the storm system to emphasize the importance of keeping pollutants out of the storm drain. Review of spill prevention and response procedures. Review of good housekeeping practices. A sign-off sheet for each annual training signed by all attending employees and the supervising member of the pollution prevention team is kept with this Plan. F. ROOF IMPACTS The following is a list of roof vents and measures to reduce their potential impacts. The main building and maintenance/storage area has roof vents. Pollution reduction measures: none G. NON-STORMWATER DISCHARGES Stornwater Pollution Prevention Plan John Mitchell Et Al /Environmental Services Inc. 90 Brookfield St. South Windsor, CT Page 12 of 14 All floor drains in the facility are connected to the sanitary system. T. Grajewski visually inspected the entire system: All manholes were opened and inspected. No dry weather flow observed in catch basins. Records of the facility were no available. Professional Engineer Certification: "I certify that in my professional judgment, the discharge from the site consists only of stormwater, or of stormwater combined only with groundwater seepage and/or wastewater covered by an effective permit issued under Section 22a-430 or Section 22a- 430b of the Connecticut General Statutes. This certification is based on testing and evaluation of the stormwater discharge from the site. I further certify that all potential sources of non-stormwater at the site, a description of the results of any test and/or evaluation, and the on-site drainage points that were directly observed during the test have been described in detail in the stormwater pollution prevention plan prepared for the site. I further certify that no interior building floor drains exist which are connected to any storm drainage system or which may otherwise direct interior floor drainage to exterior surfaces, unless such floor drain connection has been approved and permitted by the Commissioner. I am aware that there may be significant penalties for false statements in this certification, including the possibility of fine and imprisonment for knowingly making false statements." • / • tj r � � 3 to U&P TOMEK GRAJEVVSK1 P.E. No. 17201 Date: Stormwater Pollution Prevention Plan John Mitchell Et Al/Environmental Services Inc. 90 Brookfield St. South Windsor, CT Page 13 of 14 H. SEDIMENT AND EROSION CONTROL A potential area for erosion is the undeveloped area to the east of the facility where topsoil is stockpiled and there are some construction materials (debris?) stored. This area is flat; therefore no erosion is expected. When topsoil stockpile will be disturb, some standard erosion mitigation systems like silt fence or hay bales should be implemented. D003 has a rip-rap placed at the discharge point to the stream to prevent in-stream erosion. I. MANAGEMENT OF RUNOFF The following runoff management practices are used at this facility. Catch basins have sumps. Should monitoring results or other factors indicate a need for further treatment, it will be described in the space below. Expected date of implementation Date of completion Signature of Team Leader J. COMPREHENSIVE SITE COMPLIANCE EVALUATION This form (Appendix F) is used for the Comprehensive Site Compliance Evaluation. It is completed biannually, every April and October. The completed forms are located at the end of this report and kept for at least five years. Any changes to this Plan resulting from the evaluation will be incorporated into the Plan within 30 days. K. ADDITIONAL REQUIREMENTS FOR FACILITIES IN STAMFORD This facility is not located in Stamford. Stormwater Pollution Prevention Plan John Mitchell Et Al/Environmental Services Inc. 90 Brookfield St. South Windsor, CT Page 14 of 14 ,tin t• ♦ ..'4 - .G. rr> _ - _��/ .�J - •r; ( - �wt` • • ti F SITEI.00ATION,N41-51.03;1V72-34.3' • /� $- DISCHARGE TO PODUNK RIVER I r .MEN 1 iN;G' ,; l �" C jm _Ie \ • r 7 I So 40 rt U. 5. G. 5. MAP MANCHE5TEK QUADRANGLE SCALE: 1 x-200a 5TORMWATER D15CHARGE GENERAL PERMIT E51 50UTH WIND50R FACILITY LOCATION MAP ZUVIC A550CIATE5 INC. 1722 BARRIOLOMGW RD. I'IG. 1 MIDDLUOWN.Cr 06457 w� mh ErMt 1I'RCP nrAt f SAMPLING LOCATION No.1,1 ' iparator mffq Arse �\ LOw Aroo Outlet Is lnocae le � _ 0001 ——_.—— \\ III/Water Separator EIW tloterld Sfmiph A— ` LOw AIM \\ \ lllk Z \\ Lmutton of 4S".invert `\� 50D Galion Diase(AST in Metal d (Nat in Service—To he Removed) \\ \\ Rmnp / Roof Dr Inset DOOZ Catch BaetnDOO J �� rx i Approx. Location of Scam Drain�\\ SAMPLING LOCATION N0.2 -Y Exact. Location Unknown o1k ddD2 Ex Bffumhow Drlw t \ \ \\\\ o m J ooden Shed � ; OUDdt ! {• b EX.Bovdnv �! ! der\ ShqdSwd r i ; E,r rank cowl.W/Gbnc Pad ! l wa Burr* e ! SlturrAw.Odw l Pm*hg Aron \ 0 itch Basin D003 Anssumed Location Of Drainage Line D003 !!Ex Linit arPowmMt—.Appror / /STORMWATER DISCHARGE PLAN ! ! i SAMPLING LOCATION N0.3 / DRAWING I APPLICANT: j JOHN MITCHELL ET AL / ENVIRONMENTAL SERVICES INC. `J 90 BROOKFIELD STREET, SOUTH WINDSOR, CT COMPILATION PLAN SHORING E USTDNG CONDITIONS OF A PORTION OF PROPERTY JOHN MITCHELL, ET. AL. 1HI3 NAP IS VAUD ONLY IF IT SEARS 1HE ORIGINAL 91GNA' AND EMSOSSm SEAL OF THE SURVEYOR. LOCATED ON THE EASE SIDE OF 13ROOKFIELD STREET TO TtDf B39l'OT YT®PDttIB068 AND HEL1tII+TM "' \t SOUTH WNDSOR, CONNECTICUT YAP IN NUBSfANTIALLY rGERIN,T AS NOM MMON• I ..,,., ) PREPARED O'BRIEN ASSOCIATES, ING rr BY. BJ MOUNTAIN LAUREL DRIVE,MIDDIETOWN, CONN. �---�' SCALE DATE FlLE SHEET PHILIP J. O'BRIEN L. S. #141116 1"-40' AINE M 1890 2273 1 OF 1 Ex Fsna.-Chah Lhk l{ Ex Bit. / �G Ex FMm Edg.of Bao my P--t I t f { I I t Fir.12m Anse ` l Oil/Water Separ F..Finns-Mah Link / �_ I K.Co E.Starr. Ex Bit Wlw -� �1 L.` Catch Basin — C` �♦♦♦ D001 Er.CB e 3 ♦ Ex.A.G:UnB.{P.d I ��� ♦ 1 o Fr.Gone (�t`/ ter Separator I I Ex Fpl O Q ! Fx Cana:Pad Oil/ o t Ex.Hews. / Ex TaNs^d JwT Fr set. �4 StO ekOA4* o 20'omt 'o Fs Cots Po.t I Ifx ihk _ Oaip ffm .Pad Catch Basin Er*fq�4W D002 Q/n 0 I I ar/ t py� A LAJ �I ,�X T 'b l Catch Basin_. � 7`C Ex fB o I � `�� �C l i1 ,� ,Q�z`" 1 1l 3� Gallon Diesel AST in Wood fx kos.Area Ext. tt/rt M��� II \ :;Lllon Gosollne AST/n `rags" t Ex&an And I I caOtc 1 t r� II t Ex Lknit of Pawnmt-Appr Ex amC Bbck / '' VV �� ► S be acrs.. �,� wi-th � uI�YY► w�- t- �h v►��►-id� (-esp)eeoa-t� 13 hot e 6 w i L. 0 wt 47--s e 5p;l I oan,-,c '-2 r7 S� 1 STATE OF CONNECTICUT 0 DEPARTMENT OF gj ENVIRONMENTAL PROTECTION gg� 79 ELM STREET HA HARTFORD,CT 06 1 06-5 t 27 http://dep.state.ct.U s/ GEORGE J. BABEY FISHERIES BIOLOGIST II CONNECTICUT AQUATIC RESOURCES EOUCATIPd BUREAU OF NATURAL RESOURCES FISHERIES DIVISION TELEPHONE: (860)424-3474 FAX: (860)424-4070 E-MAIL:george.babey@po.state.ct.us PRINTED ON RECYCLED PAPER j STREAM SURVEY SITE REPORT FOR DIVISION OF INLAND FISHERIES THE STATE OF CONNECTICUT Stream Name: PODUNK RIVER Sample Date: 08/08/1989 Site Description:DOWNSTREAM OF KING RD CROSSING NEAR RTE 291 IN SOUTH WINDSOR. Stream Polygon Code: 40040020R10000 Site Number: 1085 Town:SOUTH WINDSOR Topographic Map Name: MANCHESTER CHEMICAL DATA: Mean SD Dissolved Oxygen: 7. 10 0.00 mg/1 Turbidity . . : SLIGHT pH . . . . . . . . 7 .30 0. 00 Water Color. . . . CLEAR Conductivity . . : 255. 00 0.0 umhos Air Temperature. : 30. C Alkalinity . . . . 54. 17 0.3 mg/1 Water Temperature: 19 . C ( s CaCO3 ) Maximum Air Temperature . . . C Maximum Water Temperature: C Date Maximum Temperature was recorded: . PHYSICAL DATA: Sample Site Length: 130. (m) Sample Site Area: 904. 8 ( sq. m) Mean SD Width . . . . . . . 7. 0 1 . 3 (m) Depth . . . . . . : 26.3 23. 7 (cm) Method used Flow Meter Salt Dilution Mean SD Mean SD Water Velocity. . . 0. 160 0.06 ----- (m/sec) Discharge Volume. : 0. 2230 0.02 (m /sec) Substrate Summary Percent Substrate Type Area Percentage Mean Embeddedness 1 )Fine Sand . . . 16.36 100 2 )Coarse Sand. . . . . . . . 81 . 82 100. 3 )Gravel . . . . . . . . . . 0. 00 , 4)Rubble (Cobble) . . . . . 1 . 82 100.0 5 )Small Boulders . . . . . . 0.00 , 6 )Large Boulders . . . . . . 0. 00 0. 0 7 )Bedrock . . . . . . . . . , Instream Cover Area Percentage Type in Square Meters of sample area Logs, Deadfalls. . . . . 21 . 13 2.02 Artificial Materials . . 0. 00 0.00 Undercut Banks . . . . . 1 . 14 0. 11 Deep Water . . . . . . . 160. 07 15.33 Aquatic plants . . . . . 0. 00 0.00 Rocks . . . . . . 0. 00 0.00 Overhanging Plants 6 . 70 0. 64 Turbulence . . . . . 0. 00 0.00 Total Habitat. . . . . . 189 .04 18 . 11 Page 1 Page 2 y Site: 1085 Maximum Length of pool: 122. Number of pools in sample length: 3. " Maximum Length of riffle: 4. Number of riffles in sample length: 2. Pool- Riffle Ratio: 24. Flow Stability: 2 . 0=intermittent, 1=no flow one out of five years, 2=low flow less than 25 % of average flow, 3=less than 50 of average flow, 4=controlled discharge. Dominant Water Shed Rock type:A G= granite, A= arkose, L= Limestone, B= basalt M= Marble Percent Overhead Canopy: 85 . 9 Is the site located below a dam or lake? Y Does the immediate stream area have additional nutrient sources such as agricultural or golf course runoff: Y Page: 3 •t Site: 1085 POPULATION EVALUATIONS: Number Standard Error ' Species Name per Hectare of Population Est. American Eel 740. 5 70.3 Bluegill 353 . 7 37.4 Unknow Sunfish 11 . 1 0.0 Common Shiner 154. 7 0. 0 Fallfish 895.2 0.0 Grass Pickerel 121 . 6 0. 0 Largemouth Bass 11 . 1 0. 0 Central Mudminnow 44. 2 0. 0 Northern Pike 11. 1 0. 0 Pumpkinseed 806. 8 461 . 8 Redbreast Sunfish 88.4 0.0 Tessellated darter 950. 5 403. 8 White Sucker 574. 7 41 .3 Totals 4266. 1 243. 7 Crayfish: 1. Clams/Mussels: 1 . 0= none visible, 1= a few individuals, 2= numerous individuals present subjective invertebrate population Estimates i Site Number: 1085 Sample Date: 08/08/1989 Stream Name: PODUNK RIVER Centimeter Groups (Values for range 1) Species Size Code Range 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 -------------------------------------------------------------------------------------------------------------------------------------- AE 1 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 1. 0. 2. 6. 2. 1. 1. 1. 2. 4. 2. 2. 4. 3. 1. 3. 6. AE 2 2. 5. 3. 0. 2. 0. 0. 0. 0. 1. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 0. BG 1 0. 0. 1. 3. 73. 93. 4. 2. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. CE 1 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0- 0. 0. 0. 0. CS 1 0. 0. 0. 0. 0. 2. 1. 5. 2. 1. A. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. FA 1 0. 0. 0. 2. 0. 1. 7. 20. 11. 8. 2. 2. 5. 13. 3. 3. 0. 0. 2. 1. 0. 0. 0. 0. 0. 1. 0. 0. GP 1 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 0. 0. 0. 4. 2. 1. 1. ]. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. LM 1 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. MM 1 0. 0. 0. 0. 0. 0. 1. 1. 2. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. NP 1 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 0. 0. PS 1 0. 0. 0. 0. 1. 7. 8. 3. 2. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. RS 1 0. 0. 0. 1. 0. 0. 2. 3. 0. 1. 0. 1: 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. TD 1 0. 3. 0. 4. 13. 13. 5. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. WS 1 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 4. 9. 6. 4. 7. 3. 2. 0. 0. 5. 1. 1. 0. 2. 2. 0. 0. 0. ----------------------------------------------------------------------------- Size range 1 is 2-29 cm size range 2 is 30-58 cm, size range 3 is 59-85 cm CONSULTING ENGINEERS Z I ca ASSOCIATES TOMEK GR President JEWSK"P•E• 1722 Bartholomew Rd.*Middletown,CT Phone 860 345-8357—Fax 860.345 407757