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HomeMy WebLinkAbout92-37W Plaza at Buckland Hills Drainage Swale�a SEP t U 1992 South Windsor INLAND WETLANDS AGENCY) CONSERVATION COMMISSION TOWN Olt SOUTH WINDSOR - INLAND WETLAND, WATERCOURSES AND CONSERVATION APPLICATION APPLICATION #. DATE RECEIVED d1,51'?aL ZONE INSTRUCTIONS 1. The Application, map and plans must- be submitted in triplicate:, together with the fee set forth in the_ Inland wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations# Section VI) . 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application evaluation. (Sea Regulations, Sections VIII - X) . 3. The applicant understand$ that this application is to be considered complete only when all information and documents required by the Agency have been submitted. (See Regulations Section VII) . Also complete state filing form. A. APPLICANT'S NAME_ Downeast Associates Limited Partnership c/o Barbara C. Wagner ADDRESS e Kelly & S pellacy, P.C. Suite 2400 ene state street Hartford, CT 06123 PHONE: (HOME)(203)F33_ 9$ 13 (WORK) (203) 45 8-2619, B. LEGAL OWNER'S NAME: Downeast Associates Limited Partnershi ADDRESS Merchants Plaza P.O. Box 7033 Indianapolis, Indiana 46207 Attn: Mr. Thomas Maskey PHONE: (HOME)_ (WORK) (317) 685-7319 (List additional owners, addresses, and phone Numbers on back of application) . THE APPLICANT IS NOT THE OWNER OF THE SUBJECT PROPERTY, A LETTER BY THE PROPERTY 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: any)-) Plaza at Buckland Hills t y 1. Contact Person (if further information is needed). Barbary C wagner (address given above) ,3 E. THE GEOGRAPHICAL LOCATION OF THE PROPERTY WHIGH IS TO BE AFFECTED BY THE PROPOSED REGULATED ACTIVITIES INCLUDING A DESCRIPTION OF THE LAND IN SUFFICIENT DETAIL TO ALLO14 IDENTIFICATION OF THE PROPERTY ON THE INLAND VETLAND AND WATERCOURSES MAP. Co5n2r of Smith Street, Mieeler Road, Buckland Road and Pleasant Valley Road Tax Assessor Parcel Numbers 16 gX Map 18, 16 on Map 17 and 17 on Map 17 _ r * have been or will be obtained in connection with the project. No additional permits are anticipated for the proposed Regulated Activity. F. NAMES OF ALL ABUTTING PROPERTY OWNERS: (USE SEPARATE SHEET IF NECESSARY) See attached G. HAVE YOU NOTIFIED ALL ABUTTING PROPERTY OWNERS BY CERTIFIED LETTER THAT AN APPLICATION IS PENDING BEFORE THE AGENCY?. **(You are required to supply a copy of the letter with the list of the names of the abutters) .** H. PURPOSE AND DESCRIPTION OF ALL PROPOSED REGULATED ACTIVITY(S) INCLUDING AMOUNT AND TYPES OF FILL AND THE TIME ELEMENT INVOLVED: Construction_of Drainagg ag nlaceMnt o ;jJ t 'P nrp dixi na_ ccmstnarti Rzmaval of 75 cubic yards of material. I. A CLASS A-2 MAP OF THE PROPERTY DRAWN TO 1"-401 . SHOWING THE AREA TO BE DEVELOPED, EXTENT OF THE WETLANDS AND WATERCOURSES AFFECTED, TOPOGRAPH, EXISTING AND PROPOSED ACTIVITIES AND NAMES AND LOCATIONS OF ADJACENT PROPERTY OWNERS MUST BE SUBMITTED. J. ACREAGE OF WETLANDS AND WATERCOURSES TO BE ALTERED: None K. ACREAGE OF WETLANDS AND WATERCOURSES TO BE CREATED: None L. LINEAL FEET OF PROPOSED STREAM ALTERATION None M. TOTAL LAND AREA of PROJECT ANT) PERCENTAGE WHICH IS WETLANDS: Area of property South Windsor is 56 acres _ (36.5 acres in _Manchester) No wetl are located on property. N. 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 Pla=ing & Zoning, Zoning Board of Appeals, D.E.P. , F.E.M.A. , D.O.T. , The Army Corps of Engineers. and arty other State, Local or Federal Permits. ) Thia Proposed Activity is in connection with the development of abutting property located in the Tbwn of Manchester. The Manchester Planning and Zoning Crmmi__qi on has apn rPrL— a Special Exception and an Erosion and Sedimentation Control Plan. Various state permits* 0. THE APPLICANT (OR DESIGNATED REPRESENTATIVE) HEREBY ATTESTS THAT A SIGN WILL BE POSTED AT THE FOLLOWING LOCATION/S Along frontage on Pleasant Valle , ckl , Wheeler Road and Smith Stree by NAME Wljou C. ON OR BEFORE 9L DATE: JI SIGNATURE: THE UNDERSIGNED HEREBY APPLIES FOR THE REGULATED ACTIVITIES LISTED IN PARAGRAPH H ABOVE. FOR A INLAND WETLAND, WATERCOURSES AND CONSERVATION PERMIT FOR THE PROPERTY DESCRIBED HEREIN AND CONFIRMS THAT: 1. HE IS FAMILIAR WITH THE CURRENTLY EFFECTIVE INLAND WETLAND, WATERCOURSES AND CONSERVATION REGULATIONS OF THE TOWN OF SOUTH WINDSOR. 2. HE/SHE 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 HIS/HER AGENTS TO PROVIDE CORRECT INFORMATION, OR PERFORMANCE EXCEEDING THE LEVELS OF ACTIVITY ANTICIPATED, SHALL RE SUFFICIENT GROUNDS FOR REVOCATION OF ANY PERMIT UNDER THESE REGULATIONS . 4. BY MAKING. THIS APPLICATION, THE APPLICANT GIVES PERMISSION TO THE INLAND WETLAND, 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 BOTH BEFORE AND AFTER A FINAL DECISION HAS BEEN ISSUED. S &nature of-Applicant Date / 00, Rece,:ved d f iled at the office of the Planning Department this - �./'`'{an day of �r�.e��d� 19 9.Z Sig ature of A ent Date w,r**##�rtwr,rw�**k�Fww�r�r**w�www�rwwrew�rt*vt+kwvr***krt#�twww,k�r�ww*lkwwwww**�4*w�rwwv�rr��t*rv�w�r�rr�,kvk,k.�ww*�r** FEE RECEIVED YES✓ N0� AMOUNT/ DATE RECEIVED 9// ` by HEARING DATE H EAR ING ADV. (1) (2) PERMIT GRANTED DATE PERMIT DENIED DATE C ONNECTICUT DEPARTMENT OF ENVIRONMIUNTAL PROTECTION STATEWIDE INLAND WETLAND & WATERCOURSE ACTIVITY REPORTING FORM In accordance with the requirements of section 22a-39-14 of the Regulations of Connecticut State Agencies., this form is to be completed for each action. Completed forms for all reportable actions during a calendar month shall be mailed to the Commissioner by the local agency no later than the 15th day of the month following the month in which the action was taken. (See instructions on back) 1. TOWN: South Windsor 2. LOCATION:(ori Qi nat scale copy of the USGS QUAD Mao with the site outlined or pinpointed) USGS QUAD MAP NAME OR UNIT: 3 . APPLICANT F S OR VIOLATOR'S NAME: Downeast Associates Limited Partnership 4. PROJECT NAME: Plaza at Buckla.nd Hills 5. ACTIVITY TYPZ CODE: .(see list of codes on back, max. of 4 codes) [ 2. 10 ] If type code is 12 or 13, briefly describe the activity: 6. ACTIVITY PURPOSE CODE: (see list of codes on back, max. of 4 codes) 0 0 0 0 0 0 0 0 [ D ] 7. ACREAGE OF WETLANDS AND WATERCOURSES ALTERED: (or proposed to be altered, temporary or permenent)(for AL agency permits, denials and enforcement actions) A. Wetland Soil(s) Area Altered: . . . . . . . . . . . . . . . . . . . . . . [ None ACRES] WWe land soil symbols (e.g. Lg, PkA, Rn) B. If soil type is not available specify the area as follows: Swamp . . . [ None ACRES] Marsh . .. [ None ACRES] Bog None ACRES] C. Open Water Body Area Altered: [ None ACRES] 8. ACREAGE OF WETLANDS OR WATERCOURSES CREATED: . . . . : . . . . . . [ None . ACRES] 9. LINEAR FEET OF STREAM ALTERATION 00000o [ None FEET] 10. TOTAL ACREAGN OF PROJECT SITE: [ 56 ACRES] For Local Acencv Use Only * For State Use Only 11. REPORTING MONTH: 12. PUBLIC HEARING HELD: Y N * GIS CODE: 13 . ACTION: enter letter A. permit issued B. permit denied C. permit extend/amend D. map amendment E. enforcement F. jurisdictional ruling 14. AGENT: * DATE RECEIVED DEP/rev/10/91 . USE A SEPARATE FORM FOR REPORTING EACH REPORTABLE ACTION TAKEN BY THE AGENCY 1. TOWN. Enter the name of the municipality for which the Wetland Agency has jurisdiction. 2. LOCATION. A. Attach an 8 1/2 x 11 inch photocopy of that portion of the United States Geological Survey(USGS) Quadrangle Map with the bounds of the project site outlined(where possible) or pinpointed with an arrow. B. In the lower right-hand corner of each USGS Quad Map there is an identifying name, write the name from the corresponding map in the space provided, or use the corresponding number(the numbers range from 1 to 115). 3.NAME. Enter the name of the applicant for a permit,petitioner for a map amendment or jurisdictional ruling,or recipient of the enforcement action. 4. PROJECT NAME. Enter the name which the owner or applicant has given to the project or the name by which the project site is generally known. 5. ACTIVITY TYPE CODE. Enter the activity codes which best characterize the activity being reported. Where possible, enter only one activity code number. Example: a subdivision road or a driveway crossing of a wetland which involves excavation to remove unsuitable foundation material,filling,culverting,and channelization of a brook should be coded as#19 "ROADWAY CONSTRUCTION." If the project also involved outletting stormwater into a wetland, the activity should be coded as #10 for "DRAINAGE IMPROVEMENTS" as well as#19. 6. ACTIVITY PURPOSE CODE. Enter the purpose code which best characterizes the purpose of the activity. Enter only one purpose code letter. 7. ACREAGE OF WETLANDS AND WATERCOURSES ALTERED (or proposed to be altered). A Soil types and acreage figures should be provided by the applicant in the application. Enter the soil type symbols from the USDA Soil Survey for your County on the dotted line and give the total acreage. B. In the rare case where the wetland soil type is not available, specify the acreage by the general category of wetland type: swamp, marsh, bog, or open water. 8.ACREAGE OF WETLANDS AND WATERCOURSES CREATED. Enter the total acreage of wetland and watercourse area created directly or indirectly as a result of the action taken by the Agency. 9. LINEAR FEET OF STREAM ALTERATION. Enter the total length of river,brook stream or other perennial watercourse altered directly as a result of the action taken by the Agency. Include any culverting(e.g.driveway,roadway,etc.),channel improvements,rip rap.relocation or dredging. 10. TOTAL ACREAGE OF PROJECT SITE. Enter the total acreage of the property including the acreage of wetlands and watercourses involved in the Agency Action being reported. 11. REPORTING MONTH. Enter the month and year in which the action being reported was taken. 12. PUBLIC HEARING HELD. Was a public hearing held on this action,circle yes or no. 13. ACTION. Enter the letter of the action which is being reported on the line provided. Choose enforcement when a permit has been suspended,a notice of violation has been issued, or if an order has been issued. 14. AGENT. for the purpose of this form, "AGENT" means the town agent, secretary, agency chairman or other commission member responsible for submitting this form. Please PRINT the name of this individual. TO CONVERT FROM SQUARE FEET TO ACRES, DIVIDE SQUARE FEET BY 43,560. REPORT ONLY ACRES WHERE ACRES ARE REQUIRED ON THE FORM, DO NOT REPORT SQUARE FEET! MAIL REPORTING FORMS TO: DEP/Inland Water Resource Division Room 207, 165 Capitol Avenue Hartford, CT. 06106 QUESTIONS ABOUT COMPLETING OR FILING MAY BE DIRECTED TO: THE WETLANDS MANAGEMENT SECTION AT 566-7160 ******************************************************************************************* Code# Activity TYPE Code# Activity PURPOSE 1 Filling A Residential Improvement by Homeowner 2 Excavation B New Resid. Development for Single Family Units 3 Land clearing/grubbing (no other activity) C New Resid. Development for Multi-family/Condos 4 Stream channelization - D Commercial/Industrial Uses 5 Stream stabilization E Municipal Improvements 6 Stream clearance (removal of debris only) F Utility Company Improvements r► 7 Culverting (no roadway) (piping) G Agriculture, Forestry or Conservation 8 Underground utilities (no other activities) H Wetland Creation/Restoration 9 Roadway/driveway construction I Storm Water/Flood Control • 10 Drainage improvements J Erosion/Sedimentation Control 11 Pond dredging/Dam construction K Recreation/Boating/Navigation USE ONLY IF NONE OF THE ABOVE ARE APPROPRIATE L Routine Maintenance 12 Activity in buffer/setback area M Map Amendment 13 Other N State Agency Improvements (for DEP use Only) e Winchester Mall CLARENCE WELTI ASSOC.,INC. P.O-BOX 307 "BORING LOG" GLASTONBURY, CONN.00033 CLIENT MELVIN SIMON BORING NO. B-1 BORING NO. B-2 LINE & STA LINE & STA.- OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER_ 1 B A STRATUM DESCRIPTION PER_fi_' B •- 0 1.0 o so br.sandy silt br.sandy silt re ne-crs.san r red fine-crs.sand, little fine-crs. ' 20-15-12 gravel 22-17-27 red fine sand 8.0 red fine-med.sand, tr.fine 8-11-12 14-18-18 . 9-16-19 13-19-2 71 16-19-22 2 .5 - - BOTTOM OF BORING 21. 5 NO WATER @ 0 hrs. DATE: 3/28/85 DATE: 3/28/85 DRILLER: BARACCO DRILLER: BARAGGIG 1. COL. A strata depth Trio Printers K 1127 2. COI. 8 3. HAMMER = 140/; FALL 30" AND - 40 to 5096 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% S. GWT= GROUND WATER TRACE - 0 to 10% CLARENCE WELTI ASSOC.,INC. �� Winchester Mall P.0.90X 307 "BORING LOG GLASTONBUAY,CONN.08033 CLIENT MELVIN SIMON BORING N0. B-3 BORING N0, B-4 LINE & STA LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER-62- B A STRATUM DESCRIPTION PERM" B of 2.0 Tbr.sandzsilt br.very fine sand an tine san w 7-8-9 tan fine sand 16-23-26 very fine sand layers 11-16-21 12-19-22 24-27-25 15-22-24 21-23-24 5-27-31 **red/br.fine-crslosatid, BOTTOM OF BORING 21. 5 1 some f ne-crs. ravel NO WATER 0 U hrs. BOTTOM OF BORING 21. NO WATER @ 0 hrs. DATE: 3/27/85 DRILLER: BARACCO DATE: 3/28/85 DRILLER: BARACCO y Trio Printers N 1127 1. COL. A strata depth 2. COL. 5 3. HAMMER = 1401; FALL 30" AND - 40 to 50% 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER ' TRACE - 0 to 10% CLARENCE WELTI ASSOC.,INC. �� �� Winchester Mall P.O.BOX � BORING LOG GLASTONBURY.CONN.06M CLIENT MELVIN SIMON BORING NO. B-S BORING NO. LINE & STA LINE & STA. OFFSET. OFFSET GR. ELEV GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PERM' B A STRATUM DESCRIPTION PER 6" B • F toRsoll topsoil 2 d t red/br.fine-crs.sand tan sandy silt little fine-crs. 5.0 50/01, 12-18-24 7.0 ** tan fine sand with med-crs.sand ,tr. tan med-fine sand fine sand layers 11-21-26 13.0 tan very fine sand 8-10-10 5-17-14 14-19-26 21 18-27-3 BOTTOM OF BORING 21. 5 **tan fine-crs.sand, gravel,tr.cobbles DATE: 3/28/85 DRILLER: BARACCO BOTTOM OF BORING 21. DATE: 3/27/85 DRILLER: BARACCO t ce 1. COL. A strata depth Trio Painters 1127 2. COL. B 3. HAMMER= 140f; FALL 30" AND - 40 to 50% 4. SAMPLER= O.D. SPLIT SPOON SOME - 10 to 401% 5. GWT= GROUND WATER TRACE - 0 to 10% Winchester Mall CLARENCE wEl.Tl ASSOC.,INC.P.O-BOX 307 "'BORING LOG" GLASTONBURY. CONN.06033M 7—L1,ElELVIN SIMON BORING NO. B-7 BORING NO. B-8 LINE E. STA. LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER_b.'� B A STRATUM DESCRIPTION PERM_' B to soil to soil mm br.sandy silt an crs-me .san r. red/br.fine-crs.sand DO ufine-crs.gravel b little fine-crs. 14-34-31 grave .tr.cobb es - tan crs-fine sand, 7.0 tr.fine gravel crs-fine sand, w/tan fiery fine tr.f ine gravel 9-14-17 8-12-13 tan fine sand 5-13-14 11-18-22 17-19-22 21.5 15-18-27 **br.f ine sand, NO WATER @ 0 hrs. BOTTOM OF BORING 21. 5 DATE: 3/28/85 DATE: 3/26/85 DRILLER: BARACCO 1. COI. A strata depth Trio Printers M 1127 2. COL. B 3. HAMMER = 140I; FALL 30" AND - 40 to 50% 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER TRACE - 0 to 10% CLARENCE WELTI ASSOC.,INC. �� �� Winchester HA II P.o.�x�, BORING BOG GLASTONBURY, CONN.06033 CLIENT MELVIN SIMON BORING NO. B-9 BORING NO. B-10 LINE & STA. LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER.62— B A STRATUM DESCRIPTION PER_.6" B ffbr.sandy oil br.sandy silt silt 4.0 tan saMy silts tr. anfine-crs. , 18-42-29 fine &=I 4-5-14 little fine-crs. tan med-crs.sand gravel,tr.cobbles tan very fine sand 9-14-13 9-11-12 tan fine sand 9-14-19 9-13-15 a ne tr.fine-med.gravel 5-20-25 11-19-27 BORINGBOTTOM OF 21. BOTTOM OF B0K1NU--Zr-- -Y NO WATER @ 0 hrs. NO WATER @ 0 hrs. DATE: 3/26/85 DATE: 3/27/85 DRILLER: BARACCO DRILLER: BARACCO Trio Printers N 1127 1. COL. A strata depth 2. COL. B 3. HAMMER = 1 COI; FALL 30" AND -,0 to 509fi 4. SAMPLER --0.D. SPLIT SPOON SOME - 10 to 409�i 5. GWT= GROUND WATER TRACE - 0 to 10�f. Winchester Mall CLARENCE WELTI ASSOC.,INC. "BORING LOG„ P.0.9OX 307 GLASTONBURY$ CONN.00033 CLIENT MELVIN SIMON BORING NO. B-11 BORING NO. B-12 LINE & STA LINE & STA: OFFSET OFFSET GR. ELEV GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER--6a B A STRATUM DESCRIPTION PER_Si_' B topsoil br.sandy silt br.sandy silt 11-30-26 ** tan fine-med.sand, • tr.f ine-med. ravel tan fine-crs.sand tan very fine sand tan fine sand 9-14-13 13-16-20 . tan very fine sand 14-30-30 11-18-21 15-28-31 15-27-31 **tan med-crs.sand, tr.fine-crs.grave tantine-crs.san , tr.f ine-crs.gravel BOTTOM OF BORING 21. - NO WATER @ 0 hrs. BOTTOM OF BORING 21. 5 NO WATER @ 0 hrs. DATE: 3/26/85 DATE: 3/28/85 DRILLER: BARACCO DRILLER: BARACCO 1. COL. A strata depth Trio Printers x 1127 2. col. e 3. HAMMER = 1400; FALL 30" AND - 40 to 5096 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 409E 5. GWT= GROUND WATER TRACE - 0 to 10% Winchester Mall - CLARENCE WELTI ASSOC,INC.P.O.BOX 3 "'BORING L O G�� � GLASTONBURY, CONN.06033 CLIENT MELVIN SIMON BORING NO. B 13 BORING NO. B-14 LINE & STA. LINE & STA. OFFSET OFFSET GR. EIEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER_62 B A STRATUM DESCRIPTION PERM" B 1.0 topsoil br.sandy silt br.sandy silt 4.5 t ** 9-18-21 tan fine-crs.sand, 10-26-30 tan very fine sand tr.fine-crs.gravel 9.0 6-8-9 tan fine sand 10-18-19 • y fine med-fine sand 4-8-18 sand 7-17-21 8-14-21 15-27-34 **tan fine-crs.sand, & cobbles BOTTOM OF BORING 21. 5 NO WATER @ 0 hrs. BOTTOM OF BORING 21.5 DATE: 3/27/85 DATE: 3/26/85 DRILLER: BARACCO 1. COL. A strata depth Trio Printers N 1127 2. COL. B 3. HAMMER = 140/; FALL 30" AND - 40 to 50% 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER ' TRACE - 0 to 10% CLARENCE WELTI ASSOC.,INC. P.O.�X397 "BORING LOB"' GLASTONBURY, CONN.06033 LCLIEW MFT.VTN STMnN ( BORING NO. B-15 BORING NO. B-16 LINE & STA. LINE & STA. OFFSET- OFFSET GR. ELEV. GR. ELEV. SLOWS BLOWS 6 A STRATUM DESCRIPTION PER B A STRATUM DESCRIPTION PER 6 B 1.0 ropsoll topsoll r. an y s br.sandy silt 4.0 an rine—Ers.gancitEr, f iogt-crs.gravel & tan fine-crs.san , - - tr.f ine-crs.gravel tan fine sand 9.0 8-12-14 tan very fine sand 12-17-19 12.0 tan very fine sand [19-:2 -33 18-25-40 BOTTOM OF BORING 21. 5 BOTTOM OF BORING 21. NO WATER @ 0 hrs. NO WATER @ 0 hrs. DATE: 3/27/85 DRILLER: BARACCO DATE: 3/23/85 1. COL. A strata depth Trio Printers N 1127 2. COL. 5 3. HAMMER = 1400; FALL 30" AND - 40 to 50% 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER TRACE - 0 to 10% CLARENCE WELTI ASSOC.,INC. �� Winc ester Mall �� _ P.O.BOX 307 - BORING LOG GLASTONBURY.CONN.06033 CLIENT MELVIN SIMON B-17 B-18 BORING NO. BORING NO. LINE & STA LINE & STA OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER_W" B A STRATUM DESCRIPTION PER_b_' B to soil 1.1 topsoil br.sandy silt 3.0 br.sandy silt tan fine-crs.sand, Ermne gravel' 17-23-31 _ med-crs.sand in tan fine-crs.sand, - layers tr.f ine-crs.gravel b cobbles 9-17-15 23-27-29 tan very fine sand 9-17-19 10-19-20 11-24-28 BOTTOM OF BORING 21. 5 rs. OF ZORTNO 2i.5 NO WATER @ 0 hrs. DATE: 3/25/85 DRILLER: BARACCO DATE: 3/25/85 1. COL. A strata depth Trio Printers K 1127 2. COL.. B 3. HAMMER= 1401; FALL 30" AND - 40 to 50% 4. SAMPLER= O.D. SPLIT SPOON SOME - 10 to 409E 5. GWT= GROUND WATER TRACE - 0 to lft Winchester Mall CLARENCE WELTI ASSOC.,INC. BORING LOG" P.O.80X W MELVIN SIMON GLASTONBURY.CONN.06033 CLIENT ' BORING NO. B-19 BORING No. 8-20 LINE &STA. LINE A STA OFFSET OFFSET GR. ELEV. GR. ELEY SLOWS�� BLOWS A STRATUM DESCRIPTION PER B A STRATUM DESCRIPTION PER 6r B 00 Ad br.fine sand,tr.silt =t; red.br.fine-crs. red/br.f ine-crs. sand,tr.gravel sand,tr.gravel 11-16-18 8-11-13 8.0 red.br..fine-med. send 9-11-15 9-12-14 9-10-13 red.br.fine-med. _1_14-15 sand f 14-20-22 9-12-14 BOTTOM OF BORING 21. p3OTTOM OF BORING 21.5a @ 0 _ 0 WATER @ 0 hrs. DATE: 3/22/85 DRILLER: MOODIE ATE: 3/21/85 A RILLER: MOODIE -- a 1. COL. A strata depth Trio Printers N 1127 2. COL. 8 3. HAMMER = 140f; FALL 30" AND - �0 to 5096 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 4096 5. GWT= GROUND WATER TRACE - 0 to 10'1i Winchester Mall CLARENCE WELTI ASSOC,INC. "'BORING LOG"P.O.BOX 3!7 GLASTONBURY, CONN.OOM CLIENT MELV IN S IMON BORING NO. B-21 BORING NO. B-22 LINE & STA. LINE & STA OFFSET OFFSET GR. ELEV. GR. ELEV BLOWS BLOWS A STRATUM DESCRIPTION PER-6!'- B A STRATUM DESCRIPTION PER_b." B 0 br.fine san ,tr.s t red/br.fine-crs. sand,tr.gravel red/br.fine-crs. sand,tr.gravel 9-13-17 red/br.f ine sand red/br.f ine-med. . 9-11-12 sand 9-11-12 10-14-17 11-14-16 9-11-12 **topsoil,tr.gravel **sandy topsoil, & sand r.grave BOTTOM OF BORING 21. BOTTOM OF BORING 21. 5 NO WATER @ 0 hrs. NO WATER @ 0 hrs. DATE: 3121/85 DATE: 3/20/85 DRILLER: MOODIE DRILLER: MOODIE s 1. COI. A strata depth Trio Printers a 1127 2. COL. 8 3. HAMMER = 1400; FALL 30" AND - 40 to 50% 4. SAMPLER =____O.D. SPLIT SPOON SOME - 10 to 409E 5. GWT= GROUND WATER TRACE - 0 to 10% CLARENCE WELTI ASSOC.,INC. "" Winchester Mall P.O.BOX 397 BORING LOG GLASTONBURY,CONN.06033 CLIENT MELVIN SIMON BORING NO. R-23 BORING NO. B-24 LINE & STA LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER 6" B A STRATUM DESCRIPTION PER E B • 2.0 br.tine san ,some br..fine sand, 3. tr.silt red/br.f ine-crs. red/br.fine-med. gravel 11-18-16 6.O sand7-11-13 red.b-r.f ine sand 12.0 8-11-13 6-10-13 red Ar.f ine-med sand 9-11-12 6-10-12 8-13-11 7-11-13 BOTTOM OF BORING 21. 5 **topsoil, NO WATER @ 0 hrs. BOTTOM OF BORING 21. 5 DATE: 3119/85DRILLER: MOODIE NO WATER @ 0 hrs. DATE: 3/22/85 DRILLER: MOODIE 1. COL. A gat-rata dpprh Trio Printers N 1127 2. COI. 5 3. HAMMER = 140I; FAIL 30- AND - 40 to 50% 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER TRACE - 0 to 10% Winchester Mall CLARENCE WELn ASSOC.,INC.P.O.gpx 397 "BORING LOG GLASTONBURY, CONN.06033 CLIENT MELVIN SIMON BORING NO. B-25 BORING NO. B-26 LINE & STA. LINE & STA. OFFSET' OFFSET GR. ELEV. GR. ELEV. BLOWS . BLOWS A STRATUM DESCRIPTION PERK" B A STRATUM DESCRIPTION PER 6" B 1.5 ** red/br.f ine-aged. sand red/br.f ine-crs. sand 7-9-9 8-10-11 7-8-10 13.0 red/br.f ine-med. baLid some drk.red/br. 16-34-45 9-11-14 fine sand,tr.silt in layers 13-18-20 7-9-10 ** **sandy topsoil, tr.gravel BOTTOM OF BORING 21. 5 BOTTOM OF BORING 21.5 NO WATER @ 0 hrs. 0 WATER @ 0 hrs. DATE: 3/20/85 DATE: 3/20/85 DRILLER: MOODIE DRILLER: MOODIE 1. COL. A e t Printers strata p Trio Pr to s w 1127 2. COL. B 3. HAMMER = 1400; FAIL 30" AND - 40 to 50% 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER TRACE - 0 to 10% Winchester Mall ' CLARENCE wELTI ASSOC.,INC. "BORING �sO R'N G LOG" . P.O.80X 307 CLIENT MELVTM cTM1 - OL"TONSURY.CONN.06033 B-28 BORING N0. B-27 BORING NO. } LINE & STA. LINE & STA. - OFFSET OFFSET GR. ELEV. GR. ELEV BLOWS BLOWS A STRATUM DE SCRIPTION PERK 8 A STRATUM DESCRIPTION PER= B 1 2 ** sandMy topsoil ne red/br.fine-med. 3. sand,some drk.red - red/br.fine-med. br.f ine sand tr. san 7-9-9 silt in layers 4-6-7 7.0 red/br.f ine sand 9-12-13 7-9-10 1116-22-20 3-41-46 10-14-17 19.0 21.5 sand BOTTOM OF BORING 21. 5 **sandy o soil tr.gravel SAMPLE @ 20' •WET BOTTOM OF BORING 21 5 DATE: 3/20/85 NO WATER @ 0 hrs. HoOnTy- DATE: 3/20/85 DRILLER: MOODIE QTrio Printers M 1127 COL. A strata depth 1. 2. COI. B AND - 40 to 50% 3. HAMMER = 140f; FALL 30" SOME - 10 to 40% 4. SAMPLER =_O.D. SPLIT SPOON TRACE - Oro 10% 5. GWT= GRO.UND WATER etor �e 1 • CLARENCE WELTI ASSOC.,INC. "'BORING LOG" t_Ti.�n{� P.0.80X W MELVIN SIMON GLASTONBURY,CONK.OW= CLIENT BORING NO. B-29 BORING NO. B-30 LINE & STA- - LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER- 61 B A STRATUM DESCRIPTION PER fill B • br.sandy silt red/br.fine sand, some ne-me .san 7-10-11 10-16-25 in layers tan fine sand with silty sand layers 14-19-22 8-12-19 29-67 25-37-36 drk.red/br.fine sand 9-16-16 **sandy topsoil, **tan fine-crs.sand, BOTTOM OF BORING 21. 5 BOTTOM OF BORING 21.5 NO WATER @ 0 hrs. NO WATER @ 0 hrs. SAMPLE @ 20' MOIST DATE: 3/27/85 DATE: 3/20/85 DRILLER: BARACCO DRILLER: MOODIE 1. COL. A strata depth Trio Printers a 1127 2. COL. d 3. HAMMER= 140/; FALL 30" AND - 40 to 5096 4. SAMPLER=_O.D. SPLIT SPOON SOME - 10 to 409E 5. GWT= GROUND WATER TRACE - 0 to 1096 CLARENCE WELTI ASSOC.,INC. Winchester Mall �� P.O.BOX 397 BORING LOG" GLASTONBURY, CONN.OW33 CLIENT MEI.VIN SIMON BORING N0. B-31 BORING NO. B-32 LINE & STA LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PERM' 8 A STRATUM DESCRIPTION PER 6" B ' topsoil fig br.fine sand, *** tr.silt 3.0 red br.fine-med. sand tr. ravel tan very fine sand 9-11-1 9-24-27 red.br.fine sand 12-24-24 9-13-15 7-12-14 19.0 tan in -crs.sand . 26 7-11-14 21.5 some f ine-crs.gravel - - **sandy topsoil, - BOTTOM OF BORING 21. 5 tr-fine-crs.gravel NO WATER @ 0 hrs. ***red/br.f ine-crs. sand,tr.fine-crs. DATE: 3/19/85 gravel BOTTOM OF BORING 21. 5 NO WATER @ 0 hrs. DRILLER: BARACCO 1 Trio Printers N 1127 1. COL. A ctra a depth 2. COL. 8 3. HAMMER = 1400; FALL 30" AND - 40 to 5096 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER TRACE - 0 to lft CLARENCE WELTI ASSOC.. �� �� W nchaster Mall P.O.�X�, BORING LOG II CONN.06033 CLIENT MEJ." SIMON BORING N0. B-33 BORING NO. B-34 LINE & STA. LINE & STA OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER--&! B A STRATUM DESCRIPTION PERM" B jan tan fine-med.sand, med-crs.sand,tr. tan very fine sand crs-fine gravel, 11-34-29 7-10-12 aytars tan very fine sand w occas ona 7-16-20 10-13-13 sandy silt layers 24-52 10-20-22 Lieu 1 13-18-23 **sandy topsoil, tr.gravel BOTTOM OF BORING 21. 0 NO WALER BOTTOM OF BORING 21. 0 NO WATER @ 0 hrs. DATE: 3/25/85 DRILLER: BARACCO DATE: 372578-5 DRILLER: BARACCO 1. COL. A strata depth Trio Printers N 1127 z. col.. e 3. HAMMER = 1 40/; FALL 30" AND - ,0 to 5096 4. SAMPLER = O.D. SPLIT.SPOON SOME - 10 to 40% 5. GWT= GROUND WATER TRACE - 0 ro 1096 . CLARENCE INELTI ASSOC.,INC. �� Winchester Mall P.a.�x �, 60RING LOG�� GLASTONBURY,CONN.06033 CLIENT MELVIN SIMON BORING N0. B-35 BORING NO. B-36 LINE & STA LINE & STA. OFFSET. OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER 45 : B A STRATUM DESCRIPTION PER 6" B br.very fine sand red/br.fine-crs. sand,tr.f ine-crs. tan very fine sand gravel 16-10-27 1 -1 -18 14-20-20 16-23-29 13.0 tan very fine sand 8-16-22 20.0 16-18-23 BOTTOM OF BORING 21. 0 BOTTOM OF BORING 20. 0 NO WATER @ 0 hrs. NO WATER @ 0 hrs. DATE: 3/25/85 DATE: 3/25/85 DRILLER: BARACCO DRILLER: BARACCO r.. 1. COL. A strata depth Trio Printers a>>zi 2. COL. 8 3. HAMMER = 140/; FALL 30" AND - 40 to 5096 ' 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 100% 5. GWT= GROUND WATER TRACE - 0 to 9f Winchester Mall CLARENCE wELTI ASSOC.,INC. "BORING LOG" P.O.13OX W GLASTONWRY.CONN.06033 CLIENT MELVIN SIMON BORING N0. B-37 BORING NO. B-38 LINE &STA LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER_.b" B A STRATUM DESCRIPTION PER_6" B • opso ,tr.grave • br.fine sand,tr.silt nand lbbr.fine saad,tr.silt 4.5 sand,some gravel ed/br.fine-crs.sand, re r. ne-me . 9-13-16 gravel 9-14-16 sand re br. ine sand 7-12-14 re r. ne-me . 8-11-13 sand 8-11-14 9-12-11 9-12-15 9-12-14 BOTTOM OF BORING 21. 5 BOTTOM OF BORING 21.5 NO WATER @ 0 hrs DIU WAILK @ 0 rs• DATE: 3/19/85 DATE: 3/21/85 DRILLER: MOODIE DRILLER: MOODIE C/ 1. COL. A strata depth - Trio Printers a 1127 2. COL. B 3. HAMMER = 140/; FALL 30' AND -40 to 50% 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER TRACE - 0 to 10% CLARENCE WELTI ASSOC.,INC. �� �� Winchester Mall P.O.BOx367 BORING LOG GLASTONBURY, CONN.06033 CLIENT MELVIN SIMON BORING NO. B-39 BORING NO. B-40 LINE & STA. LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER 6" B A STRATUM DESCRIPTION PER 6" B topsoil b r.f ine sand, 3.5 br.fine sand,tr.silt tr.silt red/br.f ine-crs.. red/br.f ine sand, sand,tr.gravel 8-11-12 tr.me .san 6-9-10 drk.red br.fine sand,tr.siit 9-17-20 5-5-6 6-8-9 5-6-6 9-16-18 4-6-9 BOTTOM OF BORING 21. 5 BOTTOM OF BORING 21. 5 WATER AT 16' @ 0 hrs. rs DATE: 3/21/85 DATE: 3/21/85 DRILLER: MOODIE DRILLER: MOODIE 1. COL. A strata depth Trio Printers M 1127 2. COL. B 3. HAMMER = 140l; FALL 30" AND - 40 /o 50% 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER TRACE - 0 to 10% CLARENCE 1NELT1 ASSOC.,INC. A%BORING LOG Winchester Mall _ P.O.BOx 367 MELVON SIMON GLASTONBURY,CONK.06033 CLIENT BORING NO. B-41 BORING NO. B^ $^ ?! LINE &STA LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER 6" B A STRATUM DESCRIPTION PER 6" B 1.0 red/br.fine-crs. red/br.fine-crs.sand tr. rave sand,tr.gravel . sand 6-9-11 8.0 9-11-12 4-4-5 drk.red/br.f ine sand,some silt ±4.0 redlbr.rine4-4-6 tr.silt 8-9-11 7-9-10 3-4-6 **topsoil, tr. BOTTOM OF BORING 21.5 eravel & sand WRIER Ick 13! @ U hrbe tt BOTTOM OF BORING 21. DATE: 3/21/85 WATER AT 13.5' @ 0 his. DRILLER: MOODIE Date: 3/22/85 DRILLER: MOODIE 1. COL. A strata depth Trio Printers N 1127 2. col. e 3. HAMMER= 1400; FALL 300' AND - 40 to 5096 4. SAMPLER O.D. SPLIT SPOON SOME - 10 to 40% S. GWT= GROUND WATER TRACE - 0 to 10% CLARENCE WELTI ASSOC.,INC. Winchester Mall P.0.80X 397 ""BORING LOG" MELVIN SIMON GLASTONBURY,CONN.00033 CLIENT y BORING N0. B-43 BORING NO. 8-44 LINE & STA LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER._il B A STRATUM DESCRIPTION PERM'_' B ed/br.f ine-crs. br.fine sand,tr.silt as Etand,tr.gravel red/br.fine-med. sand b red/br.f ine 6-8-9 5-8-9 sand,tr.silt in layers 6-9-11 7-9-10 7-10-13 13-41-51 red/br.f ine sand, tr.silt 9-12-14 915 9-15-21 **blk.fine-crs.sand *Wtopsoliq fr. BOTTOM OF BORING 21.5 gravel b sand NO WATER @ 0 hrs. BOTTOM OF BORING 21. NO WATER @ 0 hrs. DATE: 3/22/85 SAMPLE WET Ld .20 DRILLER: MOODIE DATE: 3/19/85 DRILLER: MOODIE 1. COL. A strata depth Trio Pincers N 1127 2. COL. B 3. HAMMER = 140I;.FALL 30' AND - 40 to 50% 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER TRACE - 0 ro 10% Winchester Mall CLARENCE WELTI ASSOC.,INC. "BORING �B�,R I N G LAG„ P.0.80X W MELVIN SIMON GLASTONWRY,CONN.66M CLIENT " BORING NO. B-45 BORING NO. B-46 LINE & STA LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER 6" ' B A STRATUM DESCRIPTION PER 6" B red/br.fine-crs. sand,tr.gravel red/br.f ine-crs. sand,tr.gravel 7-9-10 4-6-7 8 11.0 8-9-12 re r.fine sand 4-5-7 red/br.fine-med. sand 7-9-10 8-13-16 8-12-14 8-10-11 **sandy topsoil, NO WATER @ 0 hrs. r.grave BOTTOM OF BORING 21. 5 DATE: 3/22/85 NO WATER @ 0 hrs. DATE: 3/22/85 DRILLER: MOODIE 1. COL. A strata depth Trio Printers w 1127 2. COL. 9 3. HAMMER = 1400; FALL 30" AND -40 to 50% 4. SAMPLER = O.D. SPLIT SPOON SOME 10 to 40% 5. GWT= GROUND WATER TRACE - 0 to 10% Winchester Mall CLARENCE P 0 BOX� wELTi ASSOC.,INC. ""BORING BOG" " MELVIN SIMON GLASTONBURY, CONN.06033 CLIENT BORING NO. B-47 B-48 BORING N0. LINE & STA. LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PERK.!! B A STRATUM DESCRIPTION PER 6" B br.fine sand, red/br.fine-crs. 3.0 some silt sand red/br.fine-crs.sand 6-7-9 9-16-18 red/br.fine-crs. 7-8-11 sand.tr.fine sanci 9-14-17 silt in layers red/br.tine sand, • some drk.red br. - -fine sand,tr.silt in layers . red/br.fine-crs. • - - clay in layers 8-11-13 **topsoil, tr. - **topsoil,tr.sand ravel S sand BOTTOM OF BORING 21. 5 BOTTOM OF BORING 21. NO WATER @ 0 hrs. WATER AT 15.5' @ 0 his* DATE: 3/22/85 DRILLER: MOODIE DATE: 3/19/85 DRILLER: MOODIE 1. COL. A strata depth Trio Printers aY 1127 2. COL. B 3. HAMMER = 140f; FALL 30" AND - 40 to 50% 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER TRACE - 0 ro 10% PCLARENCE.O.BOX 397 wELTI ASSOC.,INC. ""BORING LOG"' Winchester Mall GLASTONBURY. CONN.06033 CLIENT MELVIN SIMON BORING NO. 8-4g.-- BORING NO. B-50 LINE & STA LINE & STA. OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER 61 B A STRATUM DESCRIPTION PER 6" B Vq if I br.sandy topsoll br.fine sand, some silt tan med-crs.sand 4.0 red/br.fine-med. 9-12-14 tan fine sand, tan sand f ine-crs.sand,tr. fine-crs.gravel _ d in ay sand,tr.fine sand -16-14 & silt in layers 6-1.8-24 8-11-14 17.0 redlbr.f ine sand, tr.silt 12-21-26 7-11-15 **tan fine sand, BOTTOM OF BORING 21. NO WATER @ 0 hrs. f ine-crs.gravel BOTTOM OF BORING 21. 5 DATE: 3/19/85 NO WATER @ 0 hrs. DATE: 3/28/85 DRILLER: BARACCI 1. COL. A strata depth Trio Printers N 1127 2. COL. d 3. HAMMER = 140I; FALL 30" AND - 40 to 50% 4. SAMPLER = O.D. SPLIT SPOON SOME - 10 to 40% 5. GWT= GROUND WATER TRACE - 0 to 10% e -_IENT Ph.,4ECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLANO HILLS P.O. BOX 397 GLASTONBURY, CONN 06033 LOCATION MANCHESTER, CT DRILLING PROCEDURES: t 1..2..3.,a..(Select or»or more) HOLE NO. 8-1 Surface Elevation 1.HOLLOW STEM AUGER, Diameter 3.75"10 GROUND WATER OBSERVATIONS START 2.DRIVEN CASING. Diameter 3.DRILLED CASING. Diameter AT 18.0' FT.AFTER 0 HOURS A 12/20/89 4:ROCK CORING. Diameter 8 type FINISH AT FT.AFTER ""S DATE 12/20 89 E SAMPLE STRATUM DESCRIPTION REMARKS T NO. BLOWS16" DEPTH A + DEPTH H • 9LK.SILTY TOPSOIL A SUBSOIL 3.5' 5 1 5-5-4 5.0'-6.5 10 2 5-7-8 10.0'-11.5' • RED FINE SAND o 15 3 5-6-4 15.0'-16.5' 20 4. -4- '- . ' 20.5' 25 5 6-9-11 25.0'-26.5' REO SILT RED FINE SAND 30 6 5-7-8 30.0'-31.5' 35 7 5-8-10 35.0'-36.S' 35.0' RED FINE SAND,TR.RED SILT 40 1 8 4-6-11 40.0'-41.5' r 1.. LEGEND:Col. A URS I N 1401b Wt. x 30"fall on 2"O.O.Sampler Driller: Sample Type Proportions Used CDhesionless Density Cohesive Consistency Helper: 0=Dry C-Cored W=Washed trace 0 to 10% 0-10 Loose 0.4 Soft UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 WSW Inspector: TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 8-15 Stiff 1 2 UT=Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15-30 V-Stiff Sheet �of 1. Unless otherwise agreed, samples will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. • ..,TENT ta►-4ECT NAME CLARENCE WELTI ASSM., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLANO HILLS P.O. BOX 397 LOCATION GLASTONBURY. CONN 06033 MANCHESTER, CT DRILLING PROCEDURES t t .2,3.4.(Select tiro or more) HOLE NO. B-1 Surface Elevation 1.HOLLOW STEM AUGER. Diameter 3.75"10 GROUND WATER OBSERVATIONS START 2 DRIVEN CASING, Diameter DATE 3 DRILLED CASING. Diameter AT 18.0' FT AFTER 0 HOURS 12/20/89 4 ROCK CORING. Diameter &type FINISH AT FT AFTER HOURS DATE E SAMPLE STRATUM DESCRIPTION REMARKS T F BLOWS/6' DEPTH A DEPTH H BIK.SILTY TOPSOIL SUBSOIL 3.5' 4 9 4-8-13 45.0'-46.5' RED FINE SAND,TR.RED SILT NO REC. 50.0' RED SILT,TR.RED CLAY LENSES 6- 0-12 55.0'-56.5' 56.5' «« 59.0' -60 ROLLER BIT REFUSAL AT 59.04 **TILL,REO SILT,SOME FINE GRAVEL,LITTLE RED FINE SAND, 65 LITTLE ROCK FRAGS. NOTE: FROST TO 15" _75- 80 LEGEND: Col A Driller:URS I N 1401b Wt. x 30"fall on 2"O.O.Sampler Sample Type Proportions Use- Cohesionless Density Cohesive Consistency Helper: D=Dry C=Cored W -Washed trace 0 to 10% 0-10 Loose 0-4 Soft Inspector. UP=Undisturbed Piston little 10 to 20% 10.30 Med.Dense 4-8 M/Stiff TP-Test Pit A=Auger V-Vane. Test some 20 to 35% 30-50 Dense 8-15 Stiff UT=Undisturbed Thinwall and 35 to 50% 50 t Very Dense 15-30 V-Stiff Sheet ?_of 2 1 Unless otherwise agreed. samples will be held by Welti Associates a maximum of 60 days after boring completion. 2 Water readings represent driller observations — not interpretations. __IEW m.oECT NAME CLARENCE WELTI ASSOC-9 INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 ON GLASTONBURY, CONN 06033 LOCH MANCHESTER, CT DRILLING PROCEDURES: 1 1..2.,3..4..(Select one or more) HOLE NO. 11-2 Surface Elevation 1.HOLLOW STEM AUGER. Diameter 3.75"1 D 2.DRIVEN CASING, Diameter GROUND WATER OBSERVATIONS START GATE 3.DRILLED CASING. Diameter AT 3_2.01 FT.AFTER 0 HWRS 12/20/89 4.ROCK CORING, Diameter 8 type FINISH AT FT.AFTER aouRs I DATE 12/20 80 E SAMPLE STRATUM DESCRIPTION REMARKS T NO. BLOWS16" DEPTH A + DEPTH H TOPSOIL + SUBSOIL 2.5' 5 ' BR.FINE-CRS.SAND, 10 TR.FINE GRAVEL,TR.SILT 15 0 ' 21.0' - .0'- 6. ' _ W.FINE SAND.TR.SILT 35 • 40 4 '-46. ' LEGEND: Col. A CHR I ST I ANA 1401b Wt. x 30"faN on 2"0.0.Sampler Driller: Type Sample T Proportions Used Cohesionless Density Cohesive Consistency Helper: P 0=Dry C=Cored W=Washed trace 0 to 10% 0-10 Loose 04 Solt UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-6 M/Stiff Inspector: TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 8-15 Still UT=Undisturbed Thinwall and 35 to 50% 50 Very Dense 15.30 V-Stiff Shtlet --a 3 1. Unless otherwise agreed,samples will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. • .�IENT Pe.-.JECT NAME • CLARENCE WELTI ASSOC., INC. MELVIN SIN N ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 LOCATION GLASTONBURY. CONN 06033 fU1NCHESTER, CT DRILLING PROCEDURES 1 1 •2,3.4.(Select one or more) HOLE NO. 8-2 Surface Elevation I HOLLOW STEM AUGER. Diameter 3.751110 GROUND WATER OBSERVATIONS START2 DRIVEN CASING. Diameter DATE 3 DRILLED CASING, Diameter AT 32-0' FT AFTER 0�H04JRS 12/20/89 4 ROCK CORING. Diameter a type FINISH AT FT AFTER_HOURS DATE 12/20/89 D SAMPLE STRATUM DESCRIPTION E REMARKS T NO BLOWS/6" DEPTH A + DEPTH H 45 9 5-6-9 45.0'-46.5' 55 11 4-6-860 r_ r 8ft.f1NE SAND,TR.SILT 65 13 5-9-10 65.04-66.5' 70 14 7-10-11 1.51 is 1-9-12 . . 80 16 6-9-10 80.0'-81.5' LEGEND: Col A CHR I ST l ANA 1401b Wt. x 30"fall on 2"O.D.Sampler Driller: Sam le Type Proportions Use.. Cohesionless Density Cohesive Consistency Helper: P D=Dry C=Cored W Washed Irace 0 to 10% 0-10 Loose 0-4 Soft UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 M/Stiff Inspector: TP=Test Pit A=Auger V-Vane Test some 20 to 35% 30.50 Dense B-15 Stiff UT m Undisturbed Thinwall and 35 to S0% 50 + Very Dense 15-30 V-Stiff Sheet ?_of 3 1 Unless otherwise agreed. samples will be held by Welti Associates a maximum of 60 days after boring completion. 2 Water readings represent droller observations— not interpretations. ,DENT Pt.-.IECT NAME CLARENCE WELTI ASSOC., INC. MELVI N S 1 MON ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 GLASTONBURY, CONN 06033 LOCATIONMAN MANCHESTER, CT DRILLING PROCEDURES 1 1 .2.3.4,(Select one or more) MOLE NO. 8-2 Surface Elevation 1. HOLLOW STEM AUGER, Diameter 3.75"IO GROUND WATER OBSERVATIONS START 2.DRIVEN CASING. Diameter DATE 3 DRILLED CASING. Diameter AT32.01 FT AFTERO HOURS 12/20/89 4 ROCK CORING. Diameter a typo FINISH AT FT AFTER HOURS DATE ' E SAMPLE STRATUM DESCRIPTION REMARKS P A T NO BLOWS/6' DEPTH ♦ DEPTH H 5.01-86.51 BR.FINE SANDJR.SILT 100 100.0' BOTTOM OF BORING 100.0' NOTE: FROZEN GROUND TO 16" LEGEND: Col A Driller CHR 1 ST I ANA 1401b Wt. x 30"fall on 2"O.D.Sampler Sample Type Proportions Use.. Cohosionless Density Cohesive Consistency Helper: D=Dry C=Cored W=Washed trace 0 to 10% 0-10 Loos* 0-4 " UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 M/Stift inspector: TP= Test Pit A=Auger V-Vane Test some 20 to 35% 30-50 Dense 8-15 Stiff UT-Undisturbed Thlnwall and 35 to 50% 50 + Very Dense 15-30 V-Stiff Sheet 3 of 3 1 Unless otherwise agreed. samples will be held by Welti Associates a maximum of 60 days after boring Completion. 2 Water readings represent duller observations — not interpretations. %0JENT PRWECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 GLASTONBURY.CONN 06033 LOCATION MANCHESTER, CT DRILLING PROCEDURES: 1 1..2.,3..4..(Select ono or more) HOLE NO. 9-3 Surface Elevation 1.HOLLOW STEM AUGER, Diameter 3.75"10 GROUND WATER OBSERVATIONS START 2. DRIVEN CASING, Diameter DATE 3.DRILLED CASING, Diameter AT NONE AfTEggs 12/21/89 FINISH 4.ROCK CORING, Diameter a typo AT FT.AFTER HOURS GATE 12/21 89 E SAMPLE STRATUM DESCRIPTION REMARKS N NO. BLOWS/6" DEPTH A + DEPTH BR•TOPSOIL A SUBSOIL 5 ' RED/BR.FINE-CRS.SAND, 10 - SOW FINE GRAVEL, TR.MED-CRS.GRAVEL 15 1 6. 15.5' RED/BR.FINE-MED.SAND.TR.FINE GRAVEL 18.0' 20 —Tr1" 1 RED/BR.FINE SAND 21.5' BOTTOM OF BORING 21.5' 25 NOTE: FROST IN GROUND TO 12" 30 r 35 • .7 • • 40 LEGEND: Col. A Driller: BREWER 1401b Wt. x 30"fall on 2"O.D.Sampler Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper: D=Dry C=Cored W=Washed trace 0 to 10% 0.10 Loose 0-4 Soft UP=Undisturbed Piston little /0 to 20% 10-30 Med.Oense 4.8 M/Stiff Inspector: TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Don" 8.15 Stiff UT=Undisturbed Thinwall and 35 to 50% 50 Very Dense 15-30 V•Stiff Shset of 1 1. Unless otherwise agreed.sump/*s will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. • _IEW PRWECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLANO HILLS P.O. BOX 397 LOCATION GLASTONBURY. CONN 06033 NANCHESTER, CT DRILLING PROCEDURES: 1 1.,2..3.,4..(Select one or more) HOLE NO. 9-4 Surface Elevation 1.HOLLOW STEM AUGER. Diameter 3.75"I O GROUND WATER OBSERVATIONS START 2. DRIVEN CASING. Diameter DATE 3.DRILLED CASING. Diameter AT NONE FT AFTER 0 HOURS 12/26/89 4.ROCK CORING, Diameter 6 type FINISH AT_,- FT AFTER HOURS DATE 12 9 E SAMPLE STRATUM DESCRIPTION REMARKS. H NO. BLOWS/6- DEPTH A ♦ DEPTH TOPSOIL + SUBSOIL 2.5' 5 1 18-22-18 5.0'-6.5' BR.FINE-CRS.SAND,LITTLE FIRE-NEO.GRAVEL,TR.SILT 8.0' 10 5-6-6— M.F I NE SAND t53 5-6-7 15.0'-16.5' 2012 1 21.0' «• 21.5' BUTTON OF BOR 1 NG 21.5' 25 **BR.FINE SANO,LITTLE SILT . VOTE: FROZEN GROUND TO 12" 30 • 35 40 • LEGEND: Col. A Driller: CHR I ST I ANA 1401b Wt. x 30"fallon 2"O.D.Sampler Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper: D-Dry C-Cored W Washed trace 0 to 10% 0.10 Loose 4J Soft UP•Undisturbed Piston little 10 to 20% 10-30 Med.Densa 4-8 M/Stiff Inspector: TP-Test Pit A-Auger V-Vane Test some 20 to 35% 30.50 Dense B-15 Stiff UT-Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15-30 VStiff Sheet =_of = 1. Unless otherwise agreed. samples will be held by Weill Associates a maximum of 80 days after boring completion. 2. Wafer readings represent driller observations—not interpretations. •TENT IPF*AMCT NAME CLARENCE WELTI ASSM., INC. MELVIN SINON ASSOC1ATES THE PLAZA AT 6=LAND H1LLS P.O. BOX 397 OCATION GLASTONBURY, CONN 06033 MANCHESTER, CT DRILLING PROCEDURES: t 1..2..3..4.,(Select one Of more) HOLE NO. 8-5 Surfam Elevation 1.HOLLOW STEM AUGER. Diameter 3.75"1 D START GROUND WATER OBSERVATIONS 2.DRIVEN CASING, Diameter DATE 3.DRILLED CASING, Diameter AT NONE FT.AFTER 0 HOURS 12/26/89 FINISH ..ROCK CORING, Diameter 6 type AT FT.AFTER MWRS GATE E SAMPLE STRATUM DESCRIPTION REMARKS T NO. BLOWS/6" DEPTH A ♦ DEPTH •R.TOPSOIL ♦ SUBSOIL 3.0' 5 1 10-13-16 5.0'-6.5' RED/BR.FINE-NED.SAND, FINE-MED.GRAVEL 10 2 - -6 0. '•11. ' - 13.0' tS 3 6-6-10 15.0'-16.5' RED/BR.F 1 NE SAND o 20 45-12-12 1- 1 ' 21.5' BOTTOM OF BORING 21.5' 25 ' NOTE: FROZEN GROUND TO 16" 30 35 40 LEGEND:Cot. A BREWER 1401b Wt. x 30 fall on 2' 0.0.Sampler ' Proportions Used Cohesionless Density Cohesive Consistency Helper: Sample Type D=Dry C=Cored W=Washed trace 0 to 10% 0-10 Loose 04 Soh Inspector: UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 6-8 M/Stiff TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 8-15 sun Sheet 01 UT=Undisturbed Thinwall and 35 to 50% 50 ♦ VeryOense 15-30 V-M _ 1. Unless otherwise agreed,samples will be held by Welt!Au=lates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. -IENT PROJECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT 8UCKLAND HILLS P.O. BOX 397 LOCAL GLASTONBURY, CONN 06033 MANCHESTER. CT DRILLING PROCEDURES: 1 1.,2.,3.,4..(Select one Of mare) HOLE NO. B-6 Surface Elevation 1.HOLLOW STEM AUGER, Diameter 3.75"I0 START GROUND WATER OBSERVATIONS 2.DRIVEN CASING, Diameter DATE 3.DRILLED CASING, Diameter AT NONE FT.AFTER �HOt1RS 12/21/89 FINISH 4.ROCK CORING, Diameter 3 type AT FT.AFTER HOURS DATE E SAMPLE STRATUM DESCRIPTION REMARKS H NO. BLOWS16- DEPTH A DEPTH BR.TOPSOIL + SUBSOIL 3.5' 5 1- 1 RED/BR.FINE-CRS.SAND, LITTLE FINE-CRS.GRAVEL 10 4 ' • 14.0' 15 RED/BR.FINE SAND, TR.SILT 20 4 • 21.5' • BOTTOM OF BORING 21.5' 25 ' MOTE: FROZEN GROUND TO 160 30 35 40 LEGEND:Col.A Driller: BREWER 1401b Wt. x 30"fall on 2-O.D.Sampler Semple Type Proportions Used Cohesionless Density Cohesive Consistency Helper: 0 a Dry C-Cored W s Washed trace 0 to 10% 0-10 Loose G4 SON Inspector: UP•Undisturbed Piston little 10 to 20% 10.30 Med.Dense 4-8 MMIN TP•Test Pit A•Auger V•Vets Test some 20 to 35% 30-50 Den" 8-15 son Shee=—Of= LIT•Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15-30 V-8NM 1. Unless otherwise agreed,samples wile be held by Welti Associates a maximum of W days after boring completion. 2. Water readings represent driller observations—not interpretations. _TENT PROJECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 LOCATION GLASTONBURY, CONN 06033 MANCHESTER, CT DRILLING PROCEDURES: 1 1..2.,3.,4..(Select one or more) HOLE NO. 8-7 Surface Elevation 1.HOLLOW STEM AUGER, Diameter 3.75"10 GROUND WATER OBSERVATIONS START 2.DRIVEN CASING, Oiarnew DATE 3.DRILLED CASING. Diameter AT NONE FT.AFTER 0 HOURS FINISH 12/22/89 4. ROCK CORING, l)"er I&type AT FT.AFTER HOURS DATE 12 9 E SAMPLE STRATUM DESCRIPTION REMARKS H NO. BLOWS/6" DEPTH A ♦ DEPTH BR.TOPSOIL ♦ SUBSOIL 3.0' BR.FINE SAND,TR.SILT-,TR.FINE GRAVEL 5 5.0' RED/BR.FINE-MED.SAND, LITTLE FINE-MED.GRAVEL 10 10.5' 1S RED/BR.FINE SAND o 20 4 5-1 21.5' BOTTOM OF BORING 21.5' 25 NOTE: FROZEN GROUND TO 16" 30 35_++ I ' 40 LEGEND: Col. A Driller: BREWER 14ab wt. x 30••rail on 2••O.D.Sampler Sample Type Proportions Used Cohesionless Density Cohesive Consistency O=Dry C=Cored W=Washed trace 0 to 10% 0.10 Loose 0-4 Son UP=Undisturbed Piston little 10 to 20% 10-30 Mod-Dense 4-8MIStiff Inspector: TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30.50 Done@ 8.15 tTtMf UT-Undisturbed Thinwall and 35 to 50% 50 + VeryDenss 15-30 V-Stiff Sheet 1. Unless otherwise agreed,samples will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. r .JIENT PROJECT NAME CLARENCE WELTI ASSOC., INC. KELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 LOCATION GLASTONBURY, CONN 06033 MANCHESTER, CT DRILLING PROCEDURES: 1 1..2..3.,4..(Select one or mare) HOLE NO. B-8 Surface Elevation 1. HOLLOW STEM AUGER, Diameter 3.75N I D GROUND WATER 013SERVATK>r1S START 2.DRIVEN CASING, Diameter DATE 3.DRILLED CASING, Diameter AT NONEFT.AFTER 0 HOURS 12/22/89 4. ROCK CORING, Diameter 8 type FINISH AT FT.AFTER HOURS I DATE 12/22 89 E SAMPLE STRATUM DESCRIPTION REMARKS T NO. BLOWS16- DEPTH A DEPTH H • BR JOPSOIL + SUBSOIL 2.5' RED/BR.FINE-NED.SAND,LITTLE FINE-CRS.GRAVEL 5 - - 5.0' RED/BR.FINE SAND 8.0' 10 - - RED/BR.FINE-NED.SAND 13.0' 15 1- RED/BR.FINE SAND 20 21.5' BOTTOM OF BORING 21.5' 25 NOTE: FROZEN GROUND 30 35 40 LEGEND: Col. A BREWER 1401b Wt. x 30"fall on r'O.D.Sampler Driller: Helper: Sample Type Proportions Used Cohesionless Density Cohesiw Consistency D=Dry C=Cored W=Washed trace 0 to 10% 0-10 Loose 0-4 Soft UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 MlStiff Inspector: TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 8-15 Stiff 1 1 UT a Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15-30 V-Stiff Sheet of 1. Unless otherwise agreed,samples will be held by Weft!Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. Now DENT PROJECT NAME • CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BLAND HILLS P.O. BOX 397 LOCATION GLASTONBURY. CONN 06033 MANCHESTER, CT DRILLING PROCEDURES: 1 1..2..3..4..(Select one Of more) HOLE NO. 6-9 Surface Elevation 1.HOLLOW STEM AUGER. Diameter 3.75"I 0 GROUND WATER OBSERVATIONS START 2.DRIVEN CASING. Diameter DATE 3.DRILLED CASING. Diameter AT NONE FT,AFTER 0 HOURs 12/27/89 4.ROCK CORING. Diameter 6 type FINISH AT FT.AFTER HOURS DATE 12 E SAMPLE STRATUM DESCRIPTION REMARKS P A ♦ DEPTH H NO. SLOWSld" DEPTH TOPSOIL + SUBSOIL 2.5' 5 1 10-17-13 5.0'-6.5' . BR.FINE SAND,TR.SILT 9.0' 10 • ," • , BR.FIME-NED.SAND, t53 1 -19-20 15.0'-16.5' TR.FINE-CRS.GRAVEL, TR.SILT '-21.5' . 21.5' BOTTOM OF BORING 21.5' 25 NOTE: FROZEN GROUND 30 35 40 LEGEND: Col. A CHR 1 ST I ANA Sampler 1401b Wt. x 30"fall on 2"O.D.Samp Driller: Sample Type Proportions Used C.ohesionless Density Cohesive Consistency Helper: D-Dry C=Cored W=Washed trace 0 to 10% 0.10 Loose 0-4 Soft UP-Undisturbed Piston little 10 to 20% 10.30 Med.Dense 4.8 M/Stiff Inspector: TP-Test Pit A-Auger V-Vans Test some 20 to 35% 30.50 Dense B-15 Stiff UT=Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15-30 V-Stiff Sheet of 1 1. Unless otherwise agreed,samples will be held by Welti ASSOCiates'a maximum of 60 dpys after boring Completion. 2. Water readings represent driller observations—not interpretations. F r �.IENT PROJECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLANO HILLS P.O. BOX 397 LOCATION GLASTONBURY. CONN 06033 MANCHESTER, CT DRILLING PROCEDURES: 1 1.,2.,1.a..(Select one or more) HOLE NO. B-10 Surface Elevation 1.HOLLOW STEM AUGER, Diameter 3.75"10 GROUND WATER OBSERVATIONS START 2.DRIVEN CASING, Diameter DATE 3.DRILLED CASING, Oiameter AT NONE FT.AFTER_HOURS FINISH 12/21/89 a. ROCK CORING, Diameter &type AT FT.AFTER WWRS DATE 1 2121189 E SAMPLE STRATUM DESCRIPTION REMARKS H NO. BLOWS16" DEPTH A + DEPTH BR JOPSO I L + SUBSOIL 2.5' 5 1- 1 RED/BR.FINE-MEO.SAND, TR.FINE GRAVEL 7.5' • RED/BR.F I WE-CRS.SAND. 10 _ _ SOME FINE GRAVEL 11.0' 15 3 5 15.of ' RED/BR.FINE SAND 21.51 20 - 21.5' BOTTOM OF BORING 21.5' 25 NOTE: FROZEN GROUND 30 35 40 LEGEND: Col.A Driller: BREWER t 401b Wt. x 30"fah on 2"O.D.Sampler Sample Type Proportions Used Cohesionlees Density Cohesive Consistency Helper: D-Dry C-Cored W=Washed trace 0 to 10% 0.10 Loose 0-4 Soft UP-Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 MIStiff Inspector: TP-Test Pit A=Auger V-Vane Test some 20 to 35% 30-50 Dense B-15 Stiff UT=Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15-30 V-Stiff Sheet of= 1. Unless otherwise agreed,samples will be held by Welt)Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. _TENT PROJECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIN N ASSOCIATES THE PLAZA AT 6l1CKLAND HILLS P.O. BOX 397 GLASTONBURY.CONN 06033 LOCATION MANCHESTER. CT DRILLING PROCEDURES: 1 1..2.,1.4.,(Select Ono or more) HOLE NO. B-11 I Surface Elevation 1.HOLLOW STEM AUGER. Diameter 3.75"10 2.DRIVEN CASING, Diameter GROUND WATER OBSERVATIONS START GATE 3.DRILLED CASING, Diameter AT NONE FT.AFTER,0 "MRS 12/21/8 4.ROCK CORING, Diameter a typo FINISH AT Fr.AFTER-HOURS GATE E SAMPLE STRATUM DESCRIPTION REMARKS P �����,�.�.A�/.��. A T NO. SLOWS/8" DEPTH + DEPTH H BR JOPSOI L + SUBSO I L 2.01 g 1 5-6-10 5.0'-6.5' RED/BR.F1NE-NED.SANO, TR J I NE GRAVEL 8.0' tp 7-9-8 '-11.5' RED/BR.FiNE-CRS.SAND - 11.01 15 3 6-8-10 15.0'-16.5' RED/8R.F1NE SAND, T1t.SILT Zp .0 4-21.5' 21.5' BOTTOM OF BORING 21.5' 25 NOTE: FROZEN GROUND 30 35 40 LEGEND: Col. A BREWER 1401b Wt. x 30"tall on 2"O.D.Sampler Driller: Sample Type Proportions Used Cohesionisss Density Cohesive Consistency Helper: D=Dry C=Cored W=Washed trat» 0 to 10% 0.10 Loose 0-4 Solt UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 M/Stiff Inspector' TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 8-15 Stiff UT-Undisturbed Thinwall and 35 to 50% 50 + VeryDense 15-30 V-Stiff Sheet --of 1 1. Unless otherwise agreed.samples will be held by Weld Associates a maximum of 60 days after boring completion. 2. Wetei readings represent driller observations— not interpretations. JENT PROJECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLANO HILLS P.O. BOX 397 GLASTONBURY. CONN 06033 LOCATIONMA NANCHESTER, CT DRILLING PROCEDURES: 1 1..2.,3..4..(Select one or mare) HOLE NO. 8-12 Surface Elevation 1.HOLLOW STEM AUGER. Oiam ler 3.75"1 O GROUND WATER OBSERVATIONS START2.DRIVEN CASING. Dia"We► DATE 3.DRILLED CASING. DM~gf AT NONE FT AFTER,0 HOURS 12/21/8 4.ROCK CORING, Owme1N FINISH 6 type AT_ FT.AFTER HOURS I DATE 12 89 E. SAMPLE STRATUM DESCRIPTION REMARKS P A T NO. BLOWS/6" DEPTH ♦ DEPTH H BR.TOPSOIL ♦ SUBSOIL 3.00 5 - *• 5.01 10 • RED/BR.FINE-CRS.SANO, LITTLE FINE-NEO.GRAVEL 15 F- • o 20 20.5• *** 21.5' 90TTON OF BORING 21.5' 25 • *+RED/BR.FINE-NED.SAND,LITTLE FINE-HED.GRAVEL ***RED/BR.FINE-NEO.SANO 30 NOTE: FROZEN GROUND 35 • 40 • LEGEND:Col. A Driller:1401b Wt. x 30"fall on 2"O.D.Sampler Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper: D=Dry C-Cored W=Washed trace 0 to 10% 0-10 Loose 0-4 soft UP=Undisturbed Piston little 10 to 20% 10.30 Med.Dense 4.8 M/Stiff Inspector' TP=Test Pit A-Auger V=Vane Test some 20 to 35% 30.50 Dense 8-15 Stiff UT=Undisturbed Thinwall and 35 to 50% 50 ♦ Very Dense 15.30 V-Stiff Shell _of 1 1. Unless otherwise agreed,samples will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. -IENT PROJECT NAME • CLARENCE WELTI ASSOC., INC. MELV 1 N S I MON ASSOCIATES THE PLAZA AT 9UCICLAND HILLS P.O. BOX 397 GLASTONBURY. CONN OW33 LOCATIONMANCHESTER. CT DRILLING PROCEDURES: 1 1..2.,3..4..(Select one or more) HALE NO. 6-13 Surlace Elevation 1.HOLLOW STEM AUGER, Diameter 3.75N i D OROUNO WATER OBSERVATIONS START 2.DRIVEN CASING, Diameter DATE 3.DRILLED CASING, Diameter AT NOSE FT.AFTER�FRS 12/26/ FINISH 1. ROCK CORING. Diameter 1<type AT FT.AFTER HOURS DATE 12/26/89 E SAMPLE STRATUM DESCRIPTION REMARKS H NO. SLOWSM" DEPTH A DEPTH ** 171 5 r 1 10 " RED FINE SAND 15 1_1651 ' 20 . 59 21.5' BOTTOM OF BORING 21.5' 25 **SLK.SILTY TOPSOIL & SUBSOIL NOTE: FROZEN GROUND 30 35 40 LEQENO: Col.A URS I N 1401b Wt. x 30"fall on 2"O.O.Sampler Driller: Sample Type Proportions Used Cohesion"Density Cohesive Consistency Helper. O=Dry C=Cored W=Washed trace 0 to 10% 0.10 Loan 0-4 Soft UP=Undisturbed Piston little 10 to 20% 10-30 Med.Derse 4-6 MIStiff Inspector: TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30.50 DOW 5-15 811111 LIT=Undisturbed ThinwaN and 35 to 50% 50 + VeryDenss 15-30 V-W Shaet �._of�_ 1. Unless otherwise agreed.samples will be held by Welti Associates a maximum of 60 days after boring Completion. 2. Water reedUps represent driller observations— not interpretations. .'IENIT PROJECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUMLAND HILLS P.O. BOX 397 LOCATION GLASTONBURY, CONN 06033 MANCHESTER, CT DRILLING PROCEDURES: 1 1..2.,3.,4..(Ssleat one Of more) HOLE NO. 6-14 Surface Elevation 1.HOLLOW STEM AUGER, Diameter 3.75"1 D START GROUND WATER OBSERVATIONS 2 Owneter DRIVEN CASING. DATE 3.DRILLED CASING, DKemeter AT FT.AFTER 0 HOURS 12/26/89 FINISH 4.ROCK CORING. 8 IYPe AT FT.AFTER HOURS I DATE 12/26/89 p SAMPLE STRATUM DESCRIPTION REMARKS N NO. 6LOWSM** DEPTH A ♦ DEPTH TOPSOIL + SUBSOIL 2.5' 5 1 5-6-6 5.0'-6.5' t0 2 9-10-11 10.0 -11.5 BR.FINE SANO,TR.SILT 1S 3 8-9-8 15.0'-16.5' • 20 4 6-10-10 20.04-21.5' • 21.5' 9 BOTTOM Of BORING 21.5' 25 . NOTE: SAMPLE NET a 20.0' NOTE: FROZEN GROUND 30 V• 35 40 LEGEND: Col. A CHR I ST I ANA 1401b Wt. x 30"fall on 2"O.D.Sampler Griller: ohesionless Density Cohesive Consistency Sample Type Helper: Proportions Used C D=Dry C=Cored W=Washed trace 0 to 10% 0.10 Loose 0-4 Soft Inspector: - UP-Undisturbed Piston little 10 to 20% 10.30 Med.Denss 4-8 M/Stiff TP-Test Pit A-Auger V-Vane Test some 20 to 35% 30-50 Dense 8.15 Still UT-Undisturbed Thinwafl and 35 to 50% 50 + VeryDense 15-30 V-Stiff Sheet of = 1. Unless otherwise agreed.samples will be held by Welti Associates a maximum of 80 days alter boring completion. 2. Water rradings represent driller observations—not interpretations• S ,DENT PROJECT NAW • CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT 8UCI(LAND HILLS P.O. BOX 397 GLASTONBURY,CONN 06033 LOCATION MANCHESTER, CT DRILLING PROCEDURES: 1 t.,2..3.,Al..(Select one or more) HOLE NO. 6-15_ Surface Elevation 1.HOLLOW STEM AUGER, Diameter 3.75"10 2.DRIVEN CASING, Diameter GROUND WATER pBSERVATKNIS START OATE 3.DRILLED CASING, Diameter AT 21.5' FT,AVER 0_W)URS 12/26/89 4. ROCK CORING, Diameter &type FINISH AT FT.AFTER.HOURS DATE E SAMPLE STRATUM DESCRIPTION REMARKS T NO. t3LOWS/8" DEPTH A ♦ DEPTH H A4 0.8' ORANGE/BR.F1NE SANG 2.5' 5 -4 5.01-6.5 RED FINE SAND 10 1-12 12.0' t5 '-16.5' RED FINE-VERY FINE SAND 20 - 21.5' BOTTOM OF BORING 21.5' 25 **BLK.SILTY TOPSOIL + SUBSOIL NOTE: FROZEN GROUND 30 35 40 LEGEND: Col. A URS I N 1401b Wt. x 30"fall on 2"O.D.Sampler Driller: Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper: D-Dry C-Cored W:Washed trace 0 to 10% 0.10 Loose 0.4 Solt UP-Undisturbed Piston little 10 to 20% 10-30 Med.Denso 4-8 M/Stiff Inspector: TP-Test Pit A-Auger V-Vans Test some 20 to 35% 30-50 Dense 8-15 Stile UT-Undisturbed Thinwall and 35 to 50% SO + VeryDense 15-30 V-Stilt Sheet=_.of _ 1. Unless otherwise agreed,samples will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. JENT PROJECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIN N ASSOCIATES THE PLAZA AT BUCKLANO HILLS P.O. BOX 397 LOCATION GLASTONBURY.CONN 06033 MANCHESTER, CT DRILLING PROCEDURES: 1 1..2.,3..4.,(Select one or morel HOLE NO. 8-17 Surface Elevation 1.HOLLOW STEM AUGER, Diameter 3.75"10 GROUND WATER OBSERVATIONS START 2.DRIVEN CASING. Diameter DATE 3.DRILLED CASING, Diameter AT 114.01 FT.AFTER 0 HOURS FINISH 12/26/89 4.ROCK CORING. Diameter f:type AT FT.AFTER HOURS DATE E SAMPLE STRATUM DESCRIPTION REMARKS H NO. BLOWS/6" DEPTH A ♦ DEPTH • TOPSOIL ♦ SUBSOIL 2.5' 5 1 3-5.7 5.01-6.5' . BR.FINE SAND,TR.SILT 10 2 5-6-9 15 3 7-11-11 15.0'-16.5' - 20 4 4-6-9 20.0'-21.5' . • 21.5' BOTTOM OF BORING 21.51 25 NOTE: FROZEN GROUND 30 • 35 • . 40 • LEGEND: Col. A " � Driller CHR I ST I ANA 1401b Wt. x 30 tale an 2' O.D.Sampler Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper: D=Dry C=Cored W=Washed trace 0 to 10% 0-10 Loose 0-4 Soft UP=Undisturbed Piston little 10 to 20% 10.30 Med.Denss 4-8 M/Stiff Inspector: TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 6-15 Stiff UT=Undisturbed Thinwall and 35 to 50% 50 Very Dense 15.30 V-Stiff Sheet�._._of 1. Unless otherwise agreed,samples will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. _,.IENT PROJECT NAME CLARENCE WELTI "SM., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 LOCATION GLASTONBURY.CONN 06033 MANCHESTER, CT DRILLING PROCEDURES: 1 1.,2-1.4..(Select one or more) HOLE NO. 8-18 Surface Elevation 1. HOLLOW STEM AUGER, Diameter 3.75"10 GROUND WATER OBSERVATIONS START 2. DRIVEN CASING, Diameter DATE 3.DRILLED CASING. Diameter AT FT.AFTER 0 HOURS 12/26/89 1. ROCK CORING, Diameter ti type FINISH AT FT.AFTER HOURS DATE 12/26/89 E SAMPLE STRATUM DESCRIPTION REMARKS N NO. BLOWS/6- DEPTH A + DEPTH BLK.SILTY TOPSOIL + SUBSOIL 2.01 6R.FINE SAND �_ 4.5'5 RED FINE-MED.SAND,LITTLE FINE GRAVEL 6.5, t0 - - - RED FINE SAND 15 ," ,' c i 3 i 20 1 21.5' i BOTTOM OF BORING 21.5' 25 NOTE:BOTTOM SAMPLE WET ` HOLE CAVED 9 12.0' NOTE: FROZEN GROUND 30 1 35 t w 40 LEGEND: Col. A URS I N 1 1401b Wt. x 30"fall on 2"O.D.Sampler Driller: Sample Type Proportions Uses Cohestontess Density Cohesiw Consistency Helper: D=Dry C=Cored W=Washed trace 0 to 10% 0-10 Lowe 0-4 SUM UP=Undisturbed Piston tittle 10 to 20% 10-30 Med.Dense 4-8 M/Stiff Inspector: i TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 8.15 Still UT=Undisturbed Thinwall and 35 to 50% 50 + Very Donn 15.30 V-StiM Sheet of 1 1. Unless otherwise agreed,samples will be held by Welti Associates a maximum of 60 days after boring completion. ' 2. Water readings represent driller observations—not interpretations. ".TENT PROJECT NAM CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES TIfE PLAZA AT BUCKLAND HILLS P.O. BOX 397 LOCATION MA GLASTONBURY, CONN 06033 MA NCNESTER, CT DRILLING PROCEDURES: 1 t.,2.,3.,4.,(Select one Of mo(e) HOLE NO. 0-19 Surface Elevation 1.HOLLOW STEM AUGER, Diameter 3.75"10 GROUND WATER OBSERVATIONS START 2.DRIVEN CASING, Diameter DATE 3.DRILLED CASING, Diameter AT 15.0' FT-AFTER 0 MOORS 12/26/89 4.ROCK CORING, Diameter a type FINISH AT FT.AFTER HOURS I PATE SAMPLE STRATUM DESCRIPTION REMARKS P A ♦ DEPTH T H NO. SLOWS/8" DEPTH TOPSOIL + SUBSOIL 2.5' 10 BR.FINE SAND,TR.SILT 1S 8 20 • 51 21.51 BOTTOM OF BORING 21.5' 25 NOTE: FROZEN GROUND 30 35 R W LEGEND: Col. A Driller:CNR I ST 1 ANA '= 1401b Wt. x 30"fall on 2 O.D.Sampler Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper: D=Dry C=Cored W=Washed trace 0 to 10% 0.10 Loose 0.4 Soh j UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 M/Stiff Inspector. 4 TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 8-15 Stiff UT=Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15-30 V-Stiff Sheet =_of 1 sam s will be held by Wefti Associates a maximum of 60 days after boring completion. l 1. Unless otherwise agreed. cell 2. Water readings represent driller observations—not interpretations. --ENT PROJECT NAME ` CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 GLASTONBURY.CONN 06033 LOCATION MANCHESTER, CT DRILLING PROCEDURES: i 1..2..3..4..(Select one or more) HOLE NO. 9-20 Surace Elevation 1.HOLLOW STEM AUGER. Diameter 3.75"1 D GROUND WATER OBSERVATIONS START 2.DRIVEN CASING. Diameter DATE 3.DRILLED CASING. Diameter AT 11=0' FT.AFTER.O._.HOLRs 12/26/89 4.ROCK CORING. Diameter 3 type FINISH AT FT.AFTERHOURS DATE 2 126/89 E SAMPLE STRATUM DESCRIPTION P A REMARKS T NO. SLOWSM" DEPTH ♦ DEPTH H o TOPSOIL ♦ SUBSOIL . 2.5' 56-10 11 1 10 • 9R.FINE SAND,TR.SILT 15 • ,_ • , • 2D 21.5• 9OTTON OF BORING 21.5' 25 NOTE: FROZEN GROUND 30 35 40 LEGEND: Col. A 01b CHR I ST 1 ANA t4 Wt. x 3W'tall on 2"O.D.Sampler ' Sample Type Proportions Used Cohesionless Density Cohesive Consistency D=Dry C=Cored W=Washed trace 0 to 10% 0-10 Loose 0.4 Son UP=Undisturbed Piston little 10 to 20% 10.30 Med.Dense 4-8 M/Stiff Inspector: TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 6-15 Stiff Sheet i of 1 UT=Undisturbed Thinwall and 35 to 50% 50 + VeryDense 15.30 V-Stiff 1. Unless otherwise agreed,samph*will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water re tangs represent driller observations—not interpretations. _TENT PROJECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SINON ASSOCIATES THE PLAZA AT BUCKLANO HILLS P.O. BOX 397 LOCATION GLASTONBUAY, CONN 06033 MANCHESTER. CT DRILLING PROCEDURES: 1 1..2.,1.4..(Sstect one or more) HOLE NO. B-21 Surfam Elevation 1.HOLLOW STEM AUGER. Diameter 3.75"1 D 2 DRIVEN CASING, Diameter GROUND WATER OBSERVATIONS START 3.DRILLED CASING, Diameter AT FT.AFTER 10.5' 0 HOURS DATE 12/26/8 4.ROCK CORING. Diameter iL type FINISH AT FT.AR MOUriS DATE FTE 12/26/89 E SAMPLE STRATUM DESCRIPTION P REMARKS T NO. BLOWS/6- DEPTH A DEPTH H ti1LK.SILTY TOPSOIL + SUBSOIL 51 3-6-8 5.01-6.51 RED FINE SAND 10 - - 15 15.01-16.51 16.0' RED FINE-NED.SAND 20 4 3-6-Y 20.5' ++ 21.5' BOTTOM OF BORING 21.5' 25 **RED FINE SAND,LITTLE RED SILT NOTE: FROZEN GROUND 30 35 40 LEGEND:Col. A URS I N 1401b Wt. x 30"fall on 2"O.O.Sampler Driller: Sample Type Proportions Used Cohesionfess Density Cohesive Consistency Helper: D=Dry C-Cored W=Washed trace 0 to 10% 0.10 Loose 0.4 Soft UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-6 M/StiM Inspector: TP=Test Pit A•Auger V=Vane Test some 20 to 35% 30-50 Donee 8-15 Still UT=Undisturbed Thinwall and 35 to 50% 50 ♦ Very Dense /5-30 V-W Sheet -a 1 1. Unless otherwise agreed.samples will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water reed/rps represent driller observations— not interpretations. _TENT F.—JECT NAME ` CLARENCE WELTI ASSOC., INC. MELVIN SINON ASSOCIATES THE PLAZA AT SUCKLANO HILLS P.O. BOX 397 LOCATION GLASTONBURY, CONN 06033 MANCHESTER, CT DRILLING PROCEDURES: i 1.,2.,3.,4.,(Select one or morel HOLE NO. 6-22 Surfaos Elevation 1.HOLLOW STEM AUGER. DWnWW 3.75"1 D GROUND WATER OBSERVATIONS START 2.DRIVEN CASING, Diameter 3.DRILLED CASING, Owmater AT 1_� �.AFTER _►+ouRS DATE 12/26/89 FINISH 4.ROCK CORING, Oiameter IL h AT FT.AFTER_HOURS DATE 12/26/89 Q SAMPLE STRATUM DESCRIPTION E REMARKS N NO. SLOWSW* DEPTH A + DEPTH BLK.SILTY TOPSOIL + SUBSOIL 3.0' BR.FtNE SAND 5 5.5' • 10 ' RED FINE SAND /5 3 15.01-16.V • 20 21.5' BOTTOM OF BORING 21.5' 25 ' NOTE: FROZEN GROUND 30 ' 35 40 • LEGEND: Col. A Driller: URS I N i4gb Wt. x 30"fall on 2"O.D.Sampler SampleType Proportions Used CoMsionless Density Cohesive Consistency Helper: D-Dry C-Cored. W-Washed trace 0 to 10% 0.10 Loose 0-4 Soll Inspector: UP-Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 M/Stlff TP-Test Pit A-Auger V-Vane Test some 20 to 35% 30.50 Dense 6-15 Stiff UT-Undisturbed Thinwall and 35 to 50% SO + Very Dense 15.30 V-Stiff Sheet .�----01 1 1. Unless otherwise agreed,samples will be held by Welti Awociates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. TENT PI. .CT NAME ' CIARENCE WELTI ASSM., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 GLASTONBURY. CONN 06033 LOCATION MANCHESTER, CT DRILLING PROCEDURES: 1 1..2.,3..4..(Sslea one or morel HOLE NO. 8-23 Surface Elevation 1.HOLLOW STEM AUGER. Diameter 3.75"10 GROUND WATER OBSERVATIONS START 2.DRIVEN CASING. Diameter DATE 3.DRILLED CASING, Diameter AT 13.0' FT.AFTER 0_HouRS 12/26/89 FINISH 4.ROCK CORING. Diameter li hPe AT FT.AFTER HOURS DATE 12/26/-89 E_ SAMPLE STRATUM DESCRIPTION REMARKS P A ♦ DEPTH T NO. BLOW".. DEPTH H TOPSOIL + SUBSOIL 2.5' S 1 10 BR.FINE SANO,TR.SILT 15 6.51 20 51 21.5' BOTTOM OF BORING 21.5, 25 NOTE: FROZEN GROUND 30 _-- 35 40 LEGEND: COI. A CHR I ST 1 ANA 1401b Wt. x 30"fall on 2"O.D.Sampler Driller: Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper: 0-Dry C-Cored W-Washed trace 0 to 10% 0-10 Loose 0.4 Soft UP-Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 MISti f Inspector: TP-Test Pit A-Auger V-Vane Test some 20 to 35% 30.50 Dense 8.15 Stiff UT-Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15-30 V-StiM Sheet of 1 1. Unless otherwise agreed, samples will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. .#ENT Pt% .ACT NAME ` CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLANO HILLS P.O. BOX 397 GLASTONBURY, CONN 06033 LOCATION MANCHESTER, CT DRILLING PROCEDURES: 1 t.,2.,3.,4.,(Select one or more) HOLE NO. 8-24 Surface Elevation 1. HOLLOW STEM AUGER. Diameter 3.75"1 D 2.DRIVEN CASING, Diameter GROUND WATER OBSERVATIONS START DATE I DRILLED CASING, Diameter AT 11.0' FT AFTER 0 HOURS 12/26/89 4. ROCK CORING, Diameter &type FINISH AT FT.AFTER HOURS I GATE 12 89 E SAMPLE STRATUM DESCRIPTION REMARKS T NO. BLOWS/6- DEPTH A ♦ DEPTH H ** 0.7' 5 - '- . ' 10 - - '- ' RED FINE SAND 15 15.01-16.51 20 - 21.5' 80TTOM OF BORING 21.5' 25 **BLK.SILTY TOPSOIL + SUBSOIL • NIVE: FROZEN GROUND 30 35 • 40 LEGEND: Col. A URS I N 1401b Wt. x 30"fall on 2"O.D.Sampler Driller: Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper: D=Dry C-Cored W=Washed trace 0 to 10% 0.10 Loose 0-4 Soft UP-Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 M/Stiff Inspector: TP=Test Pit A-Auger V=Vane Test some 20 to 35% 30-50 Dense 8-15 Stiff UT=Undisturbed Thinwall and 35 to 50% 50 Very Dense 15-30 V-Stiff $hoot of 1. Unless otherwise agreed,samples will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. -TENT Pl%-.cCT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 GLASTONBURY. CONN 06033 LOCATK3N MANCHESTER, CT DRILLING PROCEDURES: 1 1.,2.,3..4..(Select one or mare) HOLE NO. 13-25 Surface Elevation 1. HOLLOW STEM AUGER, Diameter 3.7511 t 0 GROUND WATER OBSERVATIONS START 2.DRIVEN CASING. Diameter DATE 3.DRILLED CASING, Diameter AT 16_0' FT.AFTER 0 W)URS 12�27�89 4. ROCK CORING, Diameter 6 type FINISH AT FT.AFTER_HOURS I DATE 12I27 89 E SAMPLE STRATUM DESCRIPTION REMARKS H NO. BLOWS/6" DEPTH A • DEPTH TOPSOIL ♦ SUBSOIL 2.5' 10 - • ' BR.FINE SANO,TR.SILT 1520- 8-109-11 15.0'-16.5' 1_ 1 21.5' 907TON OF BORING 21.5' 25 NOTE: FROZEN GROUND 30 • 35 40 • LEGEND: COI. A Sampler Driller: CNR t ST t ANA 1401b M. x 30"fao on 2"O.D.SamDriller: Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper: D=Dry C=Cored W=Washed trace 0 to 10% 0-10 Loose 0.4 Soft UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 M/Stiff Inspector: TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Den" 8-15 Stiff UT=Undisturbed Thinwall and 35 to 50% 50 ♦ Very Dense 15-30 V-Stiff Sheet�--Of 1. Unless otherwise agreed.saeipies will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. _TENT Pl%..eECT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIMON ASSOCIATES THE PLAZA AT BUCKLANO HILLS P.O. BOX 397 LOCATION GLASTONBURY. CONN 06033 MANCHESTER, CT DRILLING PROCEDURES: 1 1.,2..3..4..(Select one Of morel HOLE NO. B-26 Surface Elevation 1.HOLLOW STEM AUGER. Diameter 3.75"1 D GROUND WATER OBSERVATIONS START 2.DRIVEN CASING, Diameter DATE 3.DRILLED CASING, Diameter AT N_NE FT.AMq 0 FRS 12/27/89 4.ROCK CORING, Diameter 3 type FINISH AT �� FT.AFTER HOURS DATE 12127/89 E SAMPLE STRATUM DESCRIPTION REMARKS P A ♦ DEPTH T NO. SLOWS/$" DEPTH H TOPSOIL + SUBSOIL 2.5• 5 1- 1 10 BR.FINE SAND,TR.SILT 15 ,- ' o 20 21.5' BOTTOM OF BORING 21.5' 25 NOTE: FROZEN GROUND 30 ' 35 40 LEGEND: Col. A Driller.CHR 1 ST I ANA 1401b Wt. x 30"fall on 2"O.D.Sampler Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper: D=Dry C=Cored W=Washed trace 0 to 10% 0.10 Loose 0.4 Soft UP=Undisturbed Piston lift /0 to 20% 10-30 Med.Dense 4.8 M/StiM Inspectorlift TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Don" 8-15 Stiff UT=Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15.30 VStiff Sheet of � 1. Unless otherwise agreed.samples will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. .TENT Pf%—.ciCT NAME CLARENCE WELTI ASSOC., INC. MELVIN SIN N ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 LOCATION GLASTONBURY,CONN 06033 MANCHESTER, CT DRILLING PROCEDURES: 1 1..2.,3.,4..(Soled one or Mfg) HOLE NO. 8-27 Surface Elevation 1.HOLLOW STEM AUGER. Ot.meler 3.75"1 D START 2.DRIVEN CASING, Diameter GROUND WATER OBSERVATIONS GATE 3.DRILLED CASING, DiefiNter AT N_ FT.AFTER O_HouRS 12�27�89 FINISH 4. ROCK CORING. OlalnNer 3 tYPe AT FT.AFTER HOURS DATE 1 2/27/89 E SAMPLE STRATUM DESCRIPTION REMARKS H NO. BLOWS16" DEPTH A + DEPTH TOPSOIL + SUBSOIL 2.5' 5 ' 10 - • BR.FINE SAND,TR.SILT 7— 707 BOTTOM OF BORING 21.5' 25 NOTE: FROZEN GROUND 30 35 40 LEGEND: COI. A DdW:CHR I ST I ANA 140�Wt. x 30 fall on 2 ler O.D.Samp Sam Type Proportions Used Cohesionless Density Cohesive nsist Coency Helper: l� Y D=Dry C=Cored W=Washed trace 0 to 10% 0.10 Loose 0.4 Soft UP=Undisturbed Piston little 10 to 209r 10.30 Mod.Donse 4-8 MIStiM Inspector. TP=Test Pit A=Auger V=Vans Test some 20 to 35% 30-50 Dense 8.15 Stiff UT=Undisturbed Thinwall and 35 to 50% SO + Very Dense 15.30 V-Stiff Shoot ---Of 1 1. Unless otherwise agreed.samples will be held by Welti Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations not Interpretations. DENT PI%_.,eCT NAME ' CLARENCE WELTI ASSOC., INC. NELVIN SINON ASSOCIATES THE PLAZA AT BUCKLAND HILLS P.O. BOX 397 GLASTONBURY• CONN 06033 LOCATION MANCHESTER, CT DRILLING PROCEDURES: 1 1.,2..1.4..(Select one or morel HOLE NO. 6-28 Surface Elevation 1. HOLLOW STEM AUGER, Diameter 3.75"10 GROUND WATER O&SERVATIONS START 2. DRIVEN CASING, Diameter DATE 3. DRILLED CASING, Diameter AT NONE FT.AFTER 0 "ouRS 12/27/89 4. ROCK CORING. Diameter 6 type FINISH AT FT.AFTER "OURS DATE 12 9 E SAMPLE STRATUM DESCRIPTION REMARKS H NO. BLOWS/6" DEPTH A + DEPTH • TOPSOIL + SUBSOIL 2.5' 5 1 8-13-17 5.01-6.5' • BR.FINE SANO,TR.SILT 10 2 9-12-13 13.0' 1s 3 15-15-16 15.01-16.51 8R.F1NE-CRS.SAND,LITTLE GRAVEL,TR.SILT 2020.01-21.51 21.5' 90TTON OF BORING 21.5' 25 NOTE: FROZEN GROUND 30 35 40 LEGEND: Col. A Driller CHR l ST I ANA 1401b Wt. x 30"fall on 2"O.O.Sampler Sample Type Proportions Used Cohesionloss Density Cohesive Consistency Helper: D-Dry C-Cored W=Washed trace 0 to 10% 0.10 Loose 0-4 Soft UP-Undisturbed Piston little 10 to 20% 10-30 Mod.Donse 4-8 M/Stiff Inspector: TP-Test Pit A-Auger V-Vane Test some 20 to 35% 30.50 Dense 8-15 Stiff UT-Undisturbed Thinwall and 35 to 50% 50 ♦ VeryDense 15-30 V•Stiff Shell of 1. Unless otherwise agreed, samples will be held by Weki Associates a maximum of 60 days after boring completion. 2. Water readings represent driller observations—not interpretations. 1802 10-0a ,�9t-�rLLLHLY 20 LLB NO I-1U•�-�4�-2678 SE.JENSEMa&y MILLER 1 14 : I$ No , 013 P ,03 01 1208 0411 das 7336 is E ARCIEM-019A Q1vvz•aaa NORTHEAST SOILS9 INC. 1MV6 . 04AM er tries aH 8e NOS HLLL ROAD • 019611SP I *OWN CV't'oil14 May at 191 � V Jot, mo. +f • -MANC M•tvin 51mon a ASSOClates, :nC. MAY 10 1991 mer chents Plaza , P #01 Bow 701) MELVIN SIMON & A5$00.- INC. lndi anspol i s . IN 64201 ODNSTRUCTION DEPAR'i-MENT PROJECT LOCATION t The a l&Ta a% Buck 1 ano Mil 1 s , SoCk 1 and St . , N0fIVljsBt1r/64uth Mi ndsar Connect t+ufi �61L WORT 10 CondU00I19 the 'Meld 1AVtbL 1V§t1Of" meMr $o{ 1 Vorlingw we"O tllktr+ in which tha 3011 00i"tist ""s many ;mPo�`tent socl prop*reties * Th*V are ari foi lew+s"I the 340606 1 1011 fn01 Btus'e coed i %1 on df the pr osento of f r,ge we Lvr, and Its dvpth, for 44ch hart zQn f n 016. Sell profi la, thicknasm% Coior, and tietWr,s sra al +ro nct*J. The areas shown an the gt01 map are Ic41 Ied sot l MdP Uniti, tsvms maw unitw 8re made up of one k i ItO 0V No71 , othtI'S si'• made up of -two ar mart; k4 rdaI of soil , and a #sw have little ar no Roll material at all , VhA, infQrmstion in thiS report 18 OBsed on 1x401WOn ifld lnttr~pretatiop of soils to a Maximum daVlh of 000yt 00 lnohest The ulaswificotion Of the National Cooperative $Oil surveyr VSCGA, soil Cons#rYstion eervic4 And the County Soil I.ajNnn weal used in this investigation. inspection Oath$ Asy 01 1691 Hopi P rcpwr t y map Beals: av Contours t of$$ of prejoct: MIA Weiland foi 1 p field mark*d for survey a r ONR FOW46 Nc+nwatland ooi l s fiald idontifiad end sketcher r gs $oi 1 Ovndi tions at tht tiMl of e+rrVey: 14a prop6r-ty lints field surveved at the tim a vOi 1 Insptction: N/A Property linei identifiable: Y!5 V990tatioh type Wetlandso— s VO1loratlon tvrte r%cnwwtlandb; CULTiVATIO FIELD NORTHEMY $014 DruC• i:'� �eskdv jai 1 Soi anti s t T PLAZA AT BUCKLAND HILLS EROSION AND SEDIMENTATION CONTROL STATEMENT September, 1992 CONTENTS Page No. A. The Site 1 B. Proposed Development 1 C. Schedule for Grading and Construction Activities: Phase I 2 D. Erosion and Sedimentation Control Provisions on Construction Drawings 2 E. Aquifer Protection 4 F. Storm Water Management 4 Appendixed o B Storm Water Management Design Computations Owner: Downeast Associates Limited Partnership Engineer: Close,Jensen and Miller,P.C. ..��aaa taa aiiar• B. Concurrent with the construction of the retail community center or shortly thereafter will be the development of smaller infill retail, restaurant and business uses, related to the community center of approximately 29,300 square feet of leasable floor area, construction estimated between 1992 and 1995; in Manchester. Approximately 1,605 parking spaces will be provided for Phase I. C. Construction of permanent landscaped berm around the northerly and westerly site boundary. Phase Future development of the acreage in Manchester and South Windsor. 1 plans:Related Plans. The proposed development for Phase I is described in the following Sheet No. 1 General Plan, 1" = 100' 2 Location Plan/Plot Plan, 1" = 200' 3-9 Engineering Plan, 1" = 40' (7 Sheets) 10-16 Layout Plan, 1" = 40' (7 Sheets) 17 Soils Plan, 1" = 200' 18-24 Erosion &Sedimentation Control Plan, 1" = 40' (7 Sheets) 25-29 Construction Details 30 PlantinLy Details 31 Site Pavement Marking Plan. 1"=80' C. Schedule for Grading and Construction Activities: Phase I Start & Completion Dates. The estimated starting date for construction of Phase I is the Fall of 1992 with phased completion anticipated between 1993 through 1995. Sequence of Erosion and Sedimentation Control Measures The grading and construction for the Phase I site will be undertaken simultaneously. The erosion and sedimentation control measures shall be in place from the earliest construction and will be maintained until final pavement and vegetative cover is established. Added control measures will be installed during the construction period if deemed necessary by the owner or agents of the Towns of Manchester and South Windsor. D. Erosion and Sedimentation Control Provisions on Construction Drawin s The following provisions are noted on the Erosion and Sedimentation Control Plans as guidance and requirements of the Contractor: EROSION AND SEDIMENTATION CONTROL 1. The proposed activity consists of grading, construction of buildings, placement of parking and driveway pavement, storm drainage and utilities that comprise the development of the Plaza at Buckland Hills Phase I. 2 2. In general, erosion and sedimentation control and restoration measures shall conform both to the"Connecticut Guidelines for Soil Erosion and Sediment Control", published by the Connecticut Council on Soil and Water Conservation, January 1985, updated to - January 1988,and to the requirements of the Towns of Manchester and South Windsor. 3. The projected start date for construction is the Fall of 1992 and construction will months. Appropriate erosion and sedimentation control take approximately 24 measures shall be in place prior to the start of construction of any stage of this project and shall be maintained until final pavement or vegetation is established. 4. Additional control measures will be installed during the construction period, if deemed necessary by the Owner, by the Engineer representing the Owner, or by Agents of the Towns of Manchester and South Windsor. 5. The Contractor shall be responsible to control dust and wind erosion throughout the life of his contracts. Dust control shall include, but is not limited to, sprinkling of water on exposed soils and haul roads. The Contractor shall control dust to prevent a nuisance to neighboring property owners and to prevent a hazard to traffic on adjacent roadways. 6. The Contractor shall provide sedimentation control dams around existing and proposed catch basins where needed to prevent sediment from construction activity from entering the drainage system, and such controls shall be maintained until disturbed areas are thoroughly stabilized. 7. Hay bales shall be used only as a temporary measure. Where control measures will be required for longer than sixty(60) days, filter fabric shall be used. 8. The Contractor will be responsible for implementing this Erosion and Sediment Control Plan including the installation and maintenance of control measures, informing all parties engaged on the construction site of the requirements and objectives of the Plan, and notifying the proper Town agency of any transfer of this responsibility. The Owner shall be responsible for conveying a copy of the Erosion and Sediment Control Plan if the title to the land is transferred. 9. The Contractor shall secure the services of a registered soil scientist or professional =and who shall verify in the field that the controls required by this plan are properly shall make inspection of such facilities within forty-eight (48) hours of any significant rainfall, and shall, by written report inform the Owner or his agent and the Town of Manchester Planning & Zoning Commission not less frequently than monthly of observations,maintenance and corrective activities undertaken. 10. The gravel construction entrance anti-tracking pad shall be installed as a first order of construction before heavy construction traffic travel to and from the site. 11. StocTor Iles of soil shall be surrounded by a sediment barrier. Soil stockpiles to be left bare more than fifteen (15) days shall be stabilized with temporary vegetation. Side slopes of stockpiles shall not exceed a 2:1 grade. 12. Whenever final grading will be delayed for more than thirty (30) days after land disturbance ceases, exposed soil shall be stabilized by temporary vegetation or mulch. 13. Sediment material removed from control structures shall be properly disposed of in accordance with the intents of the Soil Erosion and Sediment Control Plan. 3 E. Aquifer Protection. The larger area of the site is a broad plain of glacial deposits over bedrock. Such deposits may supply groundwater. To date no agency has suggested preservation of the area for public water supply. Nevertheless, protective measures are proposed to preserve the quality and quantity of groundwater resources. For the Phase I development in Manchester, most of the collected drainage from the site will be directed to the existing Town of Manchester detention pond on Pleasant Valley Road. Before outletting to the pond, drainage will be directed to special sedimentation/oil separation chambers to maintain water quality to the pond. The existing Town of Manchester detention pond serves to recharge much of the site runoff to groundwater. A portion of the Phase I development runoff will be directed to the natural surface flow northerly of the development. F. Storm Water Management The existing and proposed watersheds on the subject site were analyzed using the Rational Method and a 2, 5, 10, 25 and 100-year fast start design storm. The on-site pipe systems were designed for a 25-year storm using the Rational Method. Full development of all Phase I areas contributing to the proposed storm water management system was assumed. Existing Drainage Conditions. Currently the site lies within four watersheds. The eastern portion, approximately 53 acres, drains through 2-24 inch culverts northerly under Smith Street. The southern portion, approximately 14.5 acres, drains to existing catch basins on the north curb of Pleasant Valley Road and into the Town of Manchester detention pond. The southwestern portion approximately 9 acres, drains to existing catch basins on the north curb of Pleasant Valley Road and into the drainage swale south of Pleasant Valley Road and west of Croft Drive. The northwest portion, approximately 28 acres, drains through 2-15 inch culverts under the intersection of Wheeler Road and Smith Street. Proposed Drainage Conditions. In general the four watersheds will be maintained. The portion flowing under Smith Street, 53 acres, will be reduced to approximately 31 acres and will be comprised of two sub-areas. Approximately 4.4 acres will be from the Phase I development and 26.6 acres from the undeveloped South Windsor area. The combined flow from the two subareas will be less than the existing flow (see Appendix B, page 25). A stilling basin will preserve the existing overland flow conditions on site prior to directing the flow to the swale leading to the 2-24 inch culverts. The southern portion draining to the Manchester detention pond will be increased to approximately 40 acres. This includes the bulk of the Phase I development. The hydraulic analysis for the pond showing the effects of flow increase was reviewed and approved by the Town of Manchester. The southwestern portion, approximately 9 acres, will be increased to 18 acres due to grading requirements and to approximate ultimate grading requirements of site concept plan. A temporary detention and sedimentation basin will be provided to mitigate any increase in flow. 4 The northern portion, approximately 28 acres, will be reduced to 14 acres due to the similar grading requirements. Proposed drainage systems will include grease/oil separators/sedimentation structure prior to outletting drainage from developed site. Outlet protection has been designed using"Connecticut Guidelines for Soil Erosion and Sediment Control", the Connecticut Council on Soil and Water Conservation, January 1988, and "Culvert Outlet Protection Design Computer Program Documentation", FHWA, RD-75-508, March, 1975. a J' s 5 APPENDIX B STORM WATER MANAGEMENT DESIGN COMPUTATIONS CONTENTS Page No. 1 Storm Sewer Design Computations A. Pipe Design Computations B 1 B. Pre-Development and Post-Development Analysis of Existing 24" RCP Culverts in Smith Street -Summary B2 -Supporting Documentation B3 -B37 2. Outlet Protection Design Computations B38 3. Temporary Sedimentation Basin Design Computations B39-B41 • Rainfall Length Slope Pipe Cop. a � x � Drainage Area Time Discharge Size of Meon Intensity q of of Flowing ; Manhole Station Pipe p Pipe Pi Pipe Velocity -c , O A C QCA XCA At E t 1 Full No. No. � Acres Acres Acres Mins. MIns. In. /Hr. C.F.S. Ft. Ft./Ft. In. F.P.S. C.F.S. b v D OAS '1 l I 4o i Z. O.O1 Z G O 5 6 ,?)l 1, 19 ZZ4 D, O s Z 4'� '!:51,4 ,3 085 -i-,a5 i m S!�> ?? 15.-!5s -7Q 12:0-5 15(10 0100 i 6,11 41 1 'es tJ I l 8 100 6-06S 2 L4 (o i I `7 o,Oo t Cb Z v4 I J 15 1616 10 Otero 5 30 Z. 5 , � 6,T Sibnn Z ' ; Old m t� �4�i 7 �� �{-Q 0 .1LI 1 1 b�'�1��� i Z, '5 C0 i o` m I z M i o 1 0 0, r5 001 153 p,Z6 d a58 t � 1.0 toldqn5 I S 4%Ww—ft as-am , S ; 1 Close, ensen do Miller, P. C. BY. ),-. ..... ...DATE.9..5 %. SUBJECT. -Z --�.�.l�.Lr � SHEET NO.... .. . .. .OF.... . . . . . . . CHKD. BY. . .........DATE...... ... �.!�� l.Y'!Gl�pr/ JOB NO.. . .... .. ... . . .. .. ... . . . .. . . ......... ................ .... ..... riT-....... Ceorvc")1 4—1-6"WO**A ` 'A-a r rv--s` L c.(=mi l.U) - 64-4 cL�S 1 1 u), L;=A / p Z-8�Z IZZ�Z tZZ, Z81 O IZZ►Z Z5 4 o�5 u►a a��z I`7 � cn 4 5 I Z3,3 39 Co _tzz�$ _ HYDROGRAPHS & WATER ELEVATIONS OF DETENTION POND DURING STORM 'DRA4' . . " . VERBION 9/24/87 CLOSE, JENSEN & MILLER - WETHERSF%ELD, CT. PLAZA AT BUCKLAN%) HILLS-MANCHESTER/SW DEVELOPED CONDITION-AREA 3 FLOW FROM 24 IN. CULVERTS IN SMITH ST BHDEV1-09/08/92 _ � YEAR FAST START COMPOSITE STORM (D.O. T. CURVES--HARTFORD) . 5 MINUTE CALCULATION INCREMENT POND SURFACE CONTOURS. . .ELEVATION, FT. AREA, SQ. FT" CUM. VOL. , CU. FT. _ 120. 000 0.00 0.00 122. 000 5230.00 3486. 67 124. 000 25300.00 31508. 67 126.000 65400.00 119093. 35 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF COEFF. - MIN. ACRES ACRES 0. 000 0.000 0. 000 . 385 4. 1A0 5.000 4. 100 0. 385 " 523 7. 980 10. 000 12.080 0. 476 . 445 4. 300 - 15. 000 16.380 0.468 . 401 3. 970 20. 000 20.350 0. 455 . 300 3. 040 �215. 000 23.390 0. 435 . 300 3. 590 30.000 26.980 0. 417 - . 300 2. 410 35. 000 29.390 0. 407 . 300 1 . 520 40. 000 30.910 0. 402 2 GROUPS OF OUTLETS _____________________ _ # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET -------------- ------- --------- 1 120.000 C%RC. ORIF. . 600 COEFF. 24. 00 IN. D%A. 1 220. o00 C%RC. OR%F" .600 COEFF. 24.00 IN. %}%A. ' _ TIME, CONTRIB AREA CUM AVG RAIN WATER EL. WATER SURF. INFLOW, OUTFLOW, MIN. ACRES IN. /NR. FT. SO. FT. CFS CFS c i. 00 a 0.000 4. 050 120. 000 0.r:acoca r:a. C)Cac:a 0. s:ac io 1 c:a.()0 12. 080 3. 100 121 . 4 e-_'Ca 2634.803 20. 298 14.504 20.00 a 20.350 2. 200 121. 675 3667. 450 18. =2_ 18. 587 30. 00 26. 980 1 .7(.) a 121 . 497 2931. 416 14. 907 15.712 40.00 3o. 910 1. 404 121 . 282 2149. 715 11 . 471 12. 451 =i 00 _i , 91i 1 . 21 � 12C . 9'9 115^. 44: ?. 24c 7. 662 60. Car:a _r_i, 910 1. 061 1^Ca. 774 783. 49Ca 5. 199 5. 39= 70. O0 :310. 910 0.949 120. 602 608. 724 4. 19 3 4.267 80.00 30. 910 0.862 1210. 625 510. 7.68 3. 573 750. 618 9 i :, C 139 165 r�,r.�� ?Ca, r:a i_a. 79.: 1�fa. ,�0� 4f4�. B87 :. _�' �. +'1 C C Ca f a "'' Karr. t>�a r:a. Qiia 0. 734 12ta. 554 400. 6 7 2. 861 .c 78 1 10.0(-.) 30. 910 c_a. 685 120. 530 --7-67. _T8 2. 6=7 2.65i a 121 0. C : 7`i. 91i : . 643 1^i . 510 -3=9.9b6 2. 451 2.462 MAX. INFLOW RATE= 'ra. 298 CFS &POND VOL. = 1421 CU. FT. AT TIME: = 10.00 MIN. MAX. POND WATER EL EV. = 121 . 693 & VOL. = 2075 CU. FT. AT TIME= 17. 00 MIN. MAX. OUTFLOW RATE= 18. ?21 CFS °; POND VOL. = 2<_a75 CU. FT. AT TIME= 17.00 MIN. 1=34 _ HYDROGRAPHS & WATER ELEVATIONS OF DETENTION POND DURING STORM ' DRA4' . . . . VERSION 9/24/87 CLOSE, JENSEN & MILLER - WETHERSFIELD, Cl . PLAZA @ BUCKLAND HILLS-MANCHESTER/SW EXIST COND-AREA 3 - 2 YEAR FAST START COMPOSITE STORM FD.O. T. CURVES--HARTFORD) . 5 MINUTE CALCULATION INCREMENT POND SURFACE CONTOURS. . .ELEVATION, FT. AREA, SQ. FT. CUM. VOL. , CU. FT. _ 120. 000 0.00 0.00 122.000 5230. 00 3486. 67 124. 000 25300.00 31508. 67 126. 00A 65400.00 119093. 35 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF COEFF. - MIN. ACRES ACRES 0. 000 0. 0o0 0.000 ° 390 4. 460 5. 000 4. 460 0. 390 . 360 2. 680 10.000 7. 140 0" 379 . 320 3. 150 ~ 15"000 10. 290 0"361 . 300 3. 450 20.000 13"740 0. 346 - � � _ SUPPLEMENTARY INFLOW PROFILES PROFILE NO. TIME, MIN. INFLOW, CFS. 1 0.0 0.0 5.0 0.0 10.0 0. 0 15.0 0.0 .:5.0 12.7 ti0.0 i5. 2 5.0 13.8 40.0 11 . 8 45.0 9.9 50.0 B. 31 55.0 7. 2 60.0 6. 4 65.0 5. 6 70.0 5.0 75.0 4. 5 80.0 4. 1 85.0 3. 7 90.0 3. 5 1 GROUPS OF OUTLETS --------------------- # OF IDENTICAL INVERT TYPE _ OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET -------------- ------- --------- 2 120.000 CIRC. ORIF. .600 COEFF. 24.00 IN. DIA. TIME, CONTRIB AREA CUM AVG RAIN WATER EL. WATER SURF. INFLOW, OUTFLOW, MIN. ACRES IN. /HR. FT. SQ. FT. CFS CFS 0.00 0.000 4.050 120.000 0.000 0.000 0.OUk=• 10.00 7. 140 3. 100 120.932 1135.091 7.647 7.555 20.00 13.740 2.200 121.279 2138.043 14.989 12.401 30.00 13. 740 1.700 121 . 680 3689.355 19.717 18.67t- 40.00 13.740 1 .404 121 .534 3077.522 14.605 16.29c 50.00 13. 740 1.210 121 .213 1923.084 10.516 11.45-- 60.00 13.740 1.061 120.993 1289. 184 8. 132 8.46�: 70.00 13.740 0.949 120.862 972.232 6.392 6.57 80.00 - 13.740 0.862 120. 778 791.052 5.345 5.441 90.00 13.740 0. 792 120. 717 671.799 4.631 4. 676 MAX. INFLOW RATE= 19.717 CFS &FOND VOL.= 2097 CU. FT. AT TIME = 30.00 M I N MAX. FOND WATER ELEV.= 121.696 & VOL.= 2122 CU. FT. AT TIME= 32.00 MIN. MAX. OUTFLOW RATE= 18.948 CFS & POND VOL.= 2122 CU. FT. AT TIME= 312.00 MIN HYDROGRAPHS & WATER ELEVATIONS OF DETENTION POND DURING STORM 'DRA4 ' . . . .VERSION 9/24/87 CLOSE, JENSEN & MILLER WETHERSFIELD9 CT . PLAZA Al BUCK'LAND HILLS EXISTING CONDITION ' LOW AREA W I TH I iV NORTHERN WATERSHED BUCK3A 1-i 1/Q6/89 2 YEAR FAST START COMPOSITE STORM (D.O.T. CURVES--HARTFORD) . 5 MINUTE CALCULATION INCREMENT POND SURFACE CONTOURS. . .ELEVATION, FT. AREA, SQ. FT. CUM. VOL. , CU. FT. - 127. 000 0.00 0.00 128. 000 19680. 00 6560.00 128. 100 25750.00 8624. 71 129. 000 803-20.00 54289.08 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNGFF CGEFF. MIN. ACRES ACHES 0.000 0.000 0.000 .300 13. 80 5.000 13.380 0.300 .300 11.060 10.000 24.440 0.300 .300 8.690 15.000 33. 130 0.300 .300 5.650 20.000 38.780 0.300 1 GROUPS OF OUTLETS --------------------- # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET 1 128. 100 TRAP Z. WEIR .600 COEFF. 15.00 FT. BASE WIDTH 0.900 FT. HIGH 75.00 FT. TOP WIDTH TIME, CONTRIB AREA CUM AVG RAIN WATER EL. WATER SURF. - _INFLOW, OUTFLOW, MIN. ACRES IN. /HR. FT. SQ. FT. CFS CFS 0.00 0.000 4.050 127.000 0.000 0.000 0.00(. 1.00 2.676 4.050 127. 195 749.691 3.252 0.00t: 2.00 5.352 4.050 127.355 2475.426 6.503 0.00(. 3.00 8.028 4.050 127.481 4559.774 9. 755 0.00t 4.00 10.704 4.050 127.593 6912.808 13.006 0.00(. -pb 5.00 13.380 4.050 127.691 9984,712 16,258 ,�_00( 6.00 15.592 3.775 127.786 12173.038 17.621 0.001.1. f�. 7.00 17.804 3.557 127.866 14775.604 18.864 0.00(. 8.00 20.016 3.379 127.938 17321.799 20.010 0.00( 8`7 3 i J J h s •, i, ,-• u� ► 0 .'; t �t :; r ru i- i�J 0 U 1 i- •::✓ 0 �.f U)0) :D r J` •0 •t t i f'7 U7 t-- V% LA -0 0 U-) 0 LI O G 0 -°� c�i �+ al C*J 0 �t Lr 0 r. et ry (,4 a)0) ►►7 N 0) ct U7 .� i*- r�i up, 4") N OD hi .,o CO , D ,0 M 0 0 et N O 00 .0 10 M N O 0• N -J N • r • • • . • • • • . • . • • • • • • • • • • • !L tL ��.. G O N r o) �7 0 00 +- N r 7 t U7 U7 t o v' t', t4 7 N N -4 -4 O 0 0 0. 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ZI .p o m Q' it 4o o '..` ►'' r.� (�`(�►+ • H '0 L -0 < 2 Z r N N FJ FJ NJ N) N N) N N N) N) N N F; Nl N N F•) N t:" F•) t•.: t-) N) F3 t:) F•)FJ N D Ci ' G 00 m CO OD 0o a0 w co co co a) m aD p. 07 OD OD OD 0o a, OD m N m OD oo Co OD OD OD Oa m -� Ilo • , . m < r NNNFJNF•) NKImK3NN ;j ;3 ;3NNNNNNF.3N3t: Fat:3Fa :k..) 9 N :`; z► p r.1 A A tl A .ta A .p 41 r3 Ln CA Ln LP, Ln Ln Lr 0, 0. 0• 0� �1 ,z .1 OD OD 03 0o m r ►" it �0 G 1- FJ (A .ALP -,.1 00 •n 0 P•) 0 Ln 0` OD .0 rya Lq **-1 .0 r.! Ln ., -0 M, �V•0 r • �0 11 0` OA �+ V £ •t7 0 .0 (1-1 (d G•) GJ Cj! (A (A (ell r.1 G•1 (.i �. r:! r�J C•! G4 4.1 r.J t.J i:l (:! G•J i.1 r1J ram! rat (4 r.J GJ GJ W cn D D` C 0 FJ N N N FJ F•.i M N PJ P) N h3 F•J N r.•1 r:! (A riJ G J (1-4 r:t ,_.J C; G•: r:l -P .0 -b.A .A.p' E3 --I 0` • N N G•J r;1 .A .th L9 Lq � � v M -0 •0 0 1-- N F•3 r.J A Lit Cr- v OD -0 b- N GI A Lq�! . m a 0 �- Ln 0, } A- o` N 00 c' o- C4 C, -4 -Pb N 0 .L 4 ,4 o` 0- � .: m 0 1-4, 1.I Ln m 7D me N . 'o � Ln " 1.- (.4 *-4 � 0•.1"� -� cn c • 0 ,oGIm0,, N (rr1J0 o -.0 -bP- , .ALn O- cI � van � 0, Ln �ovo =� C 'l 0 M 01- �I a� Oa L t al -n 0- � C r N Ln KI 0 Qr` C .I -40 . � L V A m --1 (A0 0` -. 0OD ►- Lq L v r.� .0 G.' O N '*4 Lq 0 .J .A V a� N '-4 Lq L'1 --! Ln �I N�.•OD "n • 0-4 � D 3 ►'' 4 m -4 11 H N FJ N N N N FJ N F(w G1 r, 0 (,,1 rfl ril 0 (A 0 r;! {;J 0(A (A G) (j (A (4(.4 �.A M v W 00 00 00.0 .o -0 0 0 00 N N (4 (,1 (A .p Ln Ln a v a) CD.4 0 3 N Lq 000 (.4 Ln O* ,t, •1 0 (4 0,. ,.0 FJ O• •0 r.J 0, 0 A CO .A P- OD -t• I.- C O-.s 0►Lq E M A 11 %J FJ *%1 (:J %0 *-I•A G1 FJ N) N C�J Ln m N V N %0 0• U .A 00 r.J G O O N MCP- Ln-I NA 3 L11 C Ln Z O o • 0 G•1 (A r.J (A L:! G I r;1 CA r..' C4 0 r;l r.J (A 1A .p -b -b ., A 41 .p t:- P. A Lq L'+ LgLq Lq Lil rJ! . i h. �� j r+• i i1 ,:J YYs 1 R• r -�� r' 1•' F' 0� 'v rt` L HYDROGRAPHS & WATER ELEVATIONS OF DETENTION FOND DURING STORM ' DRA4 ' . . . . VERSION 9/24/87 CLOSE, JENSEN & MILLER WETHER SF I ELD, CT. PLAZA AT PUCKLAND HILLS-MANCHESTER/SW DEVELOPED CONDITION--AREA 3 FLOW FROM 224 IN. CULVERTS IN SMITH ST BHDEV 1-09/r)S/92 5 YEAR FAST START COMPOSITE STORM (D.0.T. CURVES----HARTFORD) .5 MINUTE CALCULATION INCREMENT FOND SURFACE CONTOURS. . . ELEVATION, FT. AREA, SQ. FT. CUM. VOL. , CU. FT. 126. t.'t-I 0 654t)0.00 1 19(.)9..' 5 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME: RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF COEFF. MIN. ACRES ACRES . 385 4. 100 5. 00o 4. 100 0. e . 523 7.980 10. 000 12.090 0.476 . 445 4. 3i)rz 15. 000 16.380 0.4688 . 401 3. 970 o. 0(-_0 20.350 0. 455 .�5. r}r}�� 2=.390 0. 4 5 . 300 T.59i, r), (-.}r)o gib.980 0.417 417 . 300 2. 410 _:5. 00 29.390 0. 407 .300 1 .520 40.000 .-Tti.910 0. 4022 GROUPS OF OUTLETS --------------------- # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET -------------- -------- --------- 1 120.000 CIRC. ORIF. .600 COEFF. 24.00 IN. DIA. 1 120.000 CIRC. OR I F. .600 0 COEFF. 24.00 I N. DIA. 3�� TIME, CONTRIB AREA CUM AVG RAIN WATER EL. WATER SURF. INFLOW, OUTFLOW, MIN. ACRES IN. /HR. FT. SQ. FT. CFS CFS 1(:).(:)(:) 12. 000 4. 15 ► 121 . 67P.4 3492.42-3 26. 855 17.917 20. (:)(:) 20. 350 2. 982 122. 059 5609 446 �;4 ..J. 769 2J. 4 :30. oi) 26. 98o ' . 360 1^1 .884 4643.216 21 . 249 P22. 104 40. 00 0. 910 1 . 955 121 . 663 3616. 109 16. 514 18. 391 50.. 00 ?t7. 910 1 . 690 121 . 'e23 1 1980.01^ 10. 510 11. 7i)? 60.0 0 . 910 1 . 500 120. 994 1291.981 8. 1817 8. 485 7().00 30. 910 1 .31.29 120.828 896. 722 5. 803 6. 105 �5 80. c:0 30. 910 1 . 196 120. 709 9 654.589 4. 458 4. 566 90.00 30. 910 1 . 091 12(). 630 519. 145 3. 611 . 676 100.00 30.. 910 1 . 004 120. 574 430. 440 3. 047 11(.).00 _0.910 0. 9=� 1?�:�. 54b 369. 759 `. 788 �.e04 120.00 310. 910 0. 870 1220. 5 352. 152 2. 574 2. 5587 MAX. INFLOW RATE= 26. 945 CFS &FOND VOL.= ^608 CU. FT. AT TIME = 11 .00 MIN. MAX. POND WATER ELEV. = 122. 06" & VOL. = -_;8 0 CU. FT. AT TIME= 2o.50 MIN. MAX. OUTFLOW FATE= ^5. 06 CFS & POND VOL. = 3 8^0 CU. FT. AT TIME= 210.50 MIN. HYDROGRAPHS & WATER ELEVATIONS OF DETENTION POND DURING STORM ' DRA4 ' . . . . VERSION 9/2 4/07 CLOSE, JENSEN & MILLER WETHERSFIELD, CT. PLAZA C SUCKLAND HILLS-1 iANCHESTLR/SW EXIST COND-AREA ELOM 24 IN CULVEf j i S_,J NV 3h1 11-H S i DUCKJMB-11/Q3/89 5 YEAR FAST START COMF'OS I TE STORM (D.O. . CURVES--HARTFORD) .5 MINUTE CALCULATION INCREMENT FOND SURFACE CONTOURS. . .ELEVATION, FT. AREA, SQ. FT. CUM. VOL. , CU. FT. 120. o O 0.00 0.00 122.000 5230.00 3486.67 124. 000 25=00.00 31506.67 126.000 65400.00 119093.35 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF CGErr. MIN. ACRES ACRES 0.000 i�.000 0.000 390 4.460 5.000 4.460 0.390 6360 2.680 10.000 7. 140 0.379 .320 3. 150 15.000 10.290 0.361 .300 3.450 20.000 13.740 0.346 SUPPLEMENTARY INFLOW PROFILES PROFILE NO. TIME, MIN. INFLOW, CFS. 1 0.0 0.0 10.0 0.0 14.0 0.0 20.0 12. 1 28.5 23.7 30.0 23.4 40.0 17.0 50.0 11.9 60.0 9.0 70.0 7.3 80.0 5.6 90.0 4.2 I GROUPS OF OUTLETS ----------------------- # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET C I RC. OR I F . .6(.-)0 COEF F. 24.00 IN. D I A. TIME, COW i R I R AREA CUN AVG RA I i"v WATER EL. WATER SURF. INFLOW, OUTr LOW MiN. ACRES N. /Hr-%,. FT. SQ. FT. CF=S CF="S 10.00 7. 140 4. 150 121 . 105 1597.221 10.332 9.90 20. 00 13.740 2.982 121 . 697 3765.%88 25. 168 16. :1"., 30.00 13.740 2. 360 122. 188 6477. 164 Z-50.086 2 7. It) 40.00 13.740 1.955 122. 0226 53%91 .734 21.260 24. 7A. 50.00 13. 740 1 . 690 121 . 611 192.6F3�? 15.C�96 17.5 60. 00 12-.740 1 .5C)O 121 . 296 2201.898 11 .760 12.6"i 7(:).00 17. 7 40 1 . ti-29 121 .086 1542.79:� 9. 2 35 9. 7 1 SO.00 1:.7401 1 . 156 120.909 1081.011 6.941 7.2-, 90.00 13.740 1 .051 120. 794 625.319 5.506 5.65 MAX. INFLOW RATE= 310. 94" CF S &FOND VOL. = 4397 CU. FT. AT TIME = 28.50 111 MAX. FOND WATER ELEV.= 122.2121 & VOL. = 4741 CU. FT. AT TIME= 32.00 NIN. MAX. OUTFLOW RATE= 28. 221 CFS & POND VOL.= 4741 CU. F T. AT T 1 ME= 32.00 Ail' . �313 HYDROGRAPHS & WATER ELEVATIONS OF' DETENTION POND DURING STORM 'DRA4' . . . .VERSION 9/24/87 CLOSE, JENSEN & MILLER ` WETHERSFIELD, CT. PLAZA AT BUCKLAND HILLS . EXISTING CONDITION LOW ARIA WITHIN 1\10F%THERN WATERSHED BUCK?-A 1-11 i 06 i 89 5 YEAR FAST START COMPOSITE STORM (D.O.T. CURVES--HARTFORD) .5 MINUTE CALCULATION INCREMENT POND SURFACE CONTOURS. . . ELEVATION, FT. AREA, SQ. FT. CUM. VOL. , CU. FT. 127.000 0. 00 0.00 128. 000 19680. 00 6560.00 128. 100 25750. 00 8824. 71 129. 000 8U 20.0() 54289.08 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULA'1IVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF CGEFF. MIN. ACRES ACRES 0. 000 0.000 0.000 .300 13. 380 5. 000 13.380 0.300 .300 11 .060 10.000 24.440 0.300 .300 8.690 15.000 3%3. 1 30 0.300 .300 5.650 20.000 38.780 0.300 1 GROUPS OF OUTLETS --------------------- - # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET -------------- ------- --------- 1 128. 100 TRAP Z. WEIR .600 COEFF. 15.00 FT. ERASE W I DTH 0.900 F T. HIGH 75.00 FT. TOR WIDTH TIME, CONTRIB AREA CUM AVG RAIN WATER EL. WATER SURF. INFLOW, OUTFLOW, MIN. ACRES IN. /HR. FT. SQ. FT. CFS CFS 0.00 0.000 5.300 127.00a 0.000 0.000 0.O0C 1.00 2.676 5.300 127.213 896.888 4.255 0.00t: 2.00 5.352 5.300 127.388 2961.460 8.510 0.00C 3.00 8.028 5.300 127.526 5455.056 12.764 0.00t 4.00 10.704 5.300 127.648 8270.094 17.019 0.00(. (b 5.00 13.380 5.300 127.759 11346.975 21.274 0.00c 6.00 15.592 4.970 127.860 14568.050 23.200 0.00t 7.00 17.804 4.707 127.948 17703.807 24.974 0.00( 8.00 20.016 4.490 128.027 21262.0 53 26.623 0.00C.- B14 3 J J• CT J1 or. ,_- `:r, CA -.J t'•4 LTJ 00 1:1 t'1 CA C. " (A K) u) W 04 " r7 rJ` I- U, Cp V)Co -0 qr ui t� .-4 t` t?' V) r) u7 1� v O O r� 'r 0 u7 0 N tom) r• •L t; Lr r r, r•G v N G t J •o o- N u'7 o u? .+ N N CO- n O u7 N 0• In w N 0 W *0 a' M -.J (A • . • . a 0 . . . • . • . • . . • • • • . . . • . • . . . . • . • . . . • LL LL U 0 G C'J 4 �0 T C'J 4T �0 OD r •-�N 0 K) r�,K) N f�J •-+-4 O 0- 0� W r% -D •0 V) Ul Rt d' 0 1-1 N N" v4•♦ O O O(P. 0.,0` 0. 0- W OD W .-� .-. ,-, .-+ N N N N CV N CJ N N N N CV " ., " W4 .•4 W4 V4 .,4 4-4 .-4 •-+ .4 W4 W4.y V4 •4 .4 y, O M •• o• r` cv 0 n ul it C'J o• 0 u7 N N o•N 0 •o G N 0 o• in W u? r•+ ct O N N V) N qt u7 N 0., . .010 MM N �,V .0 M a' C. � O W q' 3 4 N L•'l 0 r` N c• 1' Q 0 •-+ 0•v .- ." r? u-) 0. 0'- -0 N t? ,o r? 0 U? 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MMMMMMMMMrr, MMM tx U Z) I <1 I F- 0 1 U Z CL. i Z x I " " D I U 0000000000 {� OGv000 ^ 0000000000000 u I Ul I G '.1 '✓ �✓ `.: 'J 'J �✓ '✓ �J '✓ �✓ :1 V V 'J ..I '✓ V 1 I,t,1 I-.. Ui• I ,..i rGCvv ;1 GOGvGGOGOGvtjok-J ' 00000000000000 0000000000000 . A. . J W. . . • . • • • • • . . • • . . . • . . • • . • CJ I I W t°) O; G •-+ 4t; 4; 6 'sg0D0` 8 .: Nrriv' u -4NCD0` 0 --+ NMqrb-) nW0. 0 -4N " 4t0 •0NWOr* E Z •-� •-+ •-� •+ •-+ -♦ ••+ •'+ •+ N N N N CJ f�J ['J N N N t�i M M t'} M t' M M M M et ct st �t cP et �t b? L7 !n If1 if1 lfl noon r L D M 0 o t-- N � I TIME, CONTRID AREA CUM AVG RAIN WATER EL. WATER SURF. INFLOW, OUTFLOW, MIN. ACRE9 IN. /HR. FT. SQ. FT. CFS CFS �), r)c) (;), r i(:)i) 6. 100 120. 000 c:), 000 t), (:)!i(') t:), c)(;)() 12. )8i 4. 701 121 . 747 3988. 844 .0. 669 19.795 2 0. 5r. 3. 400 122. 197 6540. 396 -8. 542 27. 9_t) 26. SO(=) 2. 699 1 22'. 084 5767 `03 24. 552 2,5 79 1 40. 0(:) i i. 9 i c_i 2. 280 12 1 . 876 4602. 754 19. 877 22. 039 5(:). o(-.) _;r i.9 i(:) 2. 0(-?(:) 121 . 479 2858. 223 13. 727 15.417 60. c:)(:, ter), 91 c.) 1 . 742 121 . 1 3 4 1681 . 3 72 9. 273 10. _5 _ 6 70. 00 30. 91 t� 1 . 550 120. 902 1063. 006 6. 857 7. 125 80. 00 30.910 1 . 401 120. 797 809. 86 5. 413 5. 560 ter), 91 r.) 1 . 262 120.705 650. 765 4. 468 4. 542 1 )i), 00 "V(:). 910 1 120. 667 581 . 242 4. 055 4. 087 30. 91 r) 1 . 101 12o.637 529. 630 2:3 3 7 120. 00 ` 0. 910 1 . 031 12o. 611 437.875 3. 448 ?. 467 MAX. INFLOW RATE= 70. 669 CFS 9�F'OND VOL. = 2649 CU. FT. AT TIME = 10.0s� MIN. 2. 21)1 0, V OL. = 466? CU. FT. AT TIME= 21 . 00 MIN. MAX. POND WATER ELEV N = 12 MAX. OUTFLOW RATE= 2`0. 004 CFS v, POND VOL. = 4667 CU. FT. AT TIME= 21 .00 M I N. HYDROGRAPHS & WATER ELEVATIONS OF DETENTION FOND DURING STORM ' DRA4 ' . . . .VERSI0N 9/24/B7 CLOSE, JENSE:N & MILLER WETHERSFIELD, CT. PLAZA C DUCk;LAND H ILLS-MANCHESTER/SW XE IST COND.-AREA 3 FROM '4 I N CULVER-i'S i N SMITH ST SUCH:TMB•-1 1/0 3/89 10 YEAR FAST START COMPOSITE STORM tD.O. T. CURVES--HARTFORD) .5 MINUTE CALCULATION INCREMENT FOND SURFACE CONTOURS. . .ELEVATION, FT. AREA, SQ. F 1. CUM. VOL. , CU. F i. 120. 000 0.00 0.00 122. 000 5230.00 3486.67 1224.000 12:5300.00 31506.67 126.000 654t".)O.OCR 119093.35 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF COEi=F. MIN. ACRES ACRES 0. 0(10 U.000 0.0(.')0 .390 4. 460 5.000 4.460 0.390 .360 2.680 10.000 7. 140 0.379 _ .320 3. 150 15.000 10.290 0.361 .300 3. 450 20.000 13.740 0.346 SUPPLEMENTARY INFLOW PROFILES PROFILE NO. TIME, MIN. INFLOW, CFS. 1 0.0 0.0 10.0 0.0 20.0 15.7 30.0 27.4 40.0 20.0 50.0 14.7 60.0 11.5 70.0 8.4 80.0 6.2 90.0 5.0 SIC) I GROUPS OF OUTLETS --------------------- # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF' THIS GROUP FT. OUTLET -------------- ------- --------- 2 120. 01(")0 CIRC. ORIF. .600 COEFF. 24.Una IN. DIA. TIME, CONTRIE AREA CUM AVS RAIN WATER EL. WATER SURF. INFLOW, OUTFLOW. MIN. ACRES IN. /HR. FT. SQ. FT. CFS CFS 0. 00 0.000 6. 100 120.000 0.000 0.000 0.i.0t, 10.00 7. 140 4. 701 121 . 195 1867.064 11 .627 11.2 f' 20.00 13. 740 3. 400 121 .973 5091. 868 30.891 22'..77'. 1 Old 13.740 2.699 122.366 7776. 768 35. 143 31.20t 40.00 13.740 2.280 122. 281 7141.402 25. 378 29.54' 50.00 13.740 2.000 121 .892 4681. 424 19. 149 22.32 60. 00 13%.740 1.742 121 .525 3039.096 14.515 16. 14.. 70.00 13. 740 1.550 12I. 209 1912. 199 10. 96 i 1.4()'.:. 80. 00 1 740 1.401 120. 986 12 7 1. 203 7.976 8.36- 90.0�� 13. 740 1 . 282 120. 877 1004.649 6.606 6.77 . MAX. INFLOW RATE= 35. 143 CFS &POND VOL.= 5969 CU. FT. AT TIME = 30.00 M i MAX. POND WATER ELEV.= 122. 413 & VOL. = 6227 CU. FT. AT TIME= 33.00 MIN. MAX. OUTFLOW RATE= 32. 151 CFS & POND 40L.= 6227 CU. F"i AT T I ME= 33.00 M l! i3Zo HYDROGRAPHS & WATER ELEVATIONS OF DETENTION FOND DURING STORM 'DRA4' . . . .VERSION 9/24/87 CLOSE, JENSEN & MILLER WETHERSFIELD, CT. PLAZA AT BUCKLAND HILLS EXiSiING CONDITION LOW AREA W 1 TH I N NORTHERN HERN WATERSHED i o YEAR FAST Si ART COMPOSITE S70RM (D. 0. T. CUR.vES---HART FORD) .5 MINUTE CALCULATION INCREMENT FOND SURFACE CONTOURS. . . ELEVATION, FT. AREA, SQ. FT. CUM. VOL. , CU. FT. 127.000 . 0.00 0.00 128.C OO 19680.00 6560.00 128. 100 25750.00 8824.71 125. 000 80320.00 54289. 08 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF COEFF. MIN. ACRES ACRES 0.000 0.000 0.000 •ti,00 i3.,:80 5. 000 13.titi80 0.300 .300 11 .060 10.000 24.440 0.300 .300 8.690 15.000 33. 13 0 0.300 .300 5.650 20.000 38.780 0.300 1 GROUPS OF OUTLETS # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET 1 128. 100 TRAPZ. WEIR .600 COEFF. 15.00 FT. BASE WIDTh 0.900 FT. -HIGH 75.00 FT. TOP WIDTH TIME, CONTRIB AREA CUM AVG RAIN WATER EL. WATER SURF. INFLOW, OUTFLOW. MIN. ACRES IN. /HR. FT. SQ. FT. CFS CFS 0.00 0.000 6. 100 127.000 - .._. 0.000 0.000 0.00i 1.00 2.676 6. 100 127.224 . -985.012 4.897 0.00 2.00 5.352 6. 100 127.407 3252.438 9.794 0.00 3.00 8.028 6. 100 127.552 5991.043 14.691 0.00. 4. 00 10.704 6. 100 127.679 9082.672 19.588 0.00, i0 5.00 13.380 6. 100 127.796 12461.872 24.485 0.001 6.00 15.592 5.696 127.902 15995.595 26.586 0.00• 7.00 17.804 5.375 127.993 19422. 104 28.506 0.00, 8.00 20.016 5. 112 128.074 24072.856 30.281 0.00. BZ 1 •' 1'! 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W I- U Op CD q O q q DC O0 q q c� 00 00 m Cp q CO q q t� 00 CO q to 00 q to CO q Cb f- �L a m W r., r'? r;► V) t-: t'= r) r'ar•jK, re) V-) rf, r•1t'� tr r-:, r) r�a0r) rfi0r•'.= 0t{a0tf, F) 1`1ri QWtY �4 s cc f- H Q 330 2 OAIJ O U _ W Z 1-- 0 0 0 0 L' 0 V L V 0 C. 'D 0 0 V 0 0 •,/ ;+J O :1 0 O Z O 0 vOvvO ' L.' =,:rvOti:,r •.r +:� •;1 Ovr ;� {3uvOv OOOv' Q' v " L-LO • W V r+ f t':) 7 -0 N0 u� 0 -�+ NM -t O N OD D% 0 •-� C K) 4- U7 .O n CO IT O • r Z � ,o 0 _0 .o ,o ,o ,o ,o n n n n n n n n r N W W ao W W oD oD m oD ov 0• H F a EEE HYDROGRAPHS & WATER ELEVATIONS OF DETENTION FOND DURING STORM 'DRA4 ' . . . .VERSION 9/24/87 CLOSE, JENSEN P< MILLER WETHERSFIELD, CT. PLAZA AT BUCi:`LAND HILL S--MANCHESTER/SW DEVELOPED CONDITION-AREA 3 FLOW FROM 24 IN. CULVERTS IN SMITH ST DHDEV 1-(-.)9/i)8/92 25 YEAR FAST START COMPOSITE STORM (D. 0. T. CURVES---HARTFORD) . 5 MINUTE CALCULATION INCREMENT POND SURFACE CONTOURS. . . ELEVATION, FT. AREA, SO. FT. CUM. VOL. , CU. FT. 1 t_)• t7t_)i) Q. 00 C)•C)(:) 1 r,^+-.000 5"3o i. 0 3486. 67 a_ 124.t_)t_)c) 25300. 0t_) 1508. 6,7 126.000 65400.00 1 1909". 35 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF COEFF. MiN• ACRES ACRES 385 4. 100 C 4. 100 01. 305 12.080 (_). 476 . 445 4. 300 15. 16.380 0.466 . 401 ?.970 . 300 '_ .590 (_). C)O(_) 26.980 f). 417 . 3100 2. 410 35. 000 29.390 0. 4C.1 7 40. 0.91 o 0.4(:)'2 2 GROUPS OF OUTLETS # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET 12 0.000 CIRC. ORIF. . 600 COEFF. 24. 00 IN. DIA. 1 120. 000 CIRC. ORIF. .600 COEFF. 24. 00 IN. DIA. �Z� TIME, CGNTRID AREA CUM AVG FAIN WATER EL. WATER SURF. INFLOW, OUTFLOW, MIN. ACRES IN. /HR. FT. S0. FT. CFS CFS to. r; i Q. t;t t t r t 7. 1 Ct 0 120. 000 0. 000 1 i •rtr 1^,0a() 5. 590 1?1 . 889 4666. 185, �'6•�:���9 ='�• �66 it i, girt :r; =5r; 4. t99 1 2. 449 84 26.981 74. 61 1 =^. }=L 9 _.t_;• �r_I 6. 98t_, c_�� 1 • JQ4 7996 r 179 -`t_l. �.,40 '_;1 �'?r, • r. 4 i r r it i 70. 91 r) �. 787 12 . .^•_19 6696. 944 25. 140 8 -754 50. rt�t �;. 91t:) '2.=85 1 1 .689 =728.719 15. 2^ 4 18 81�r' 6r). 30. 910 12. 100 121 . 257 2065. 270 11. 146 112. 08:'. 70. rtrt 30.911) 1 .861 120.986 1270.711 7.792 8• 7`161 91 Q 1 . 676 120.8 0 899. 768 5. 97? 6. 1 4 90. 1 .52c7 120.7 50 735.025 4. 993 5. 08c 100. r are 0. 910 1 . 4r.`37 120. 691 624. 180 4. =17 4. 7-6Ls 30. 910 1 . 306 120.657 564.768 3. 951 ?. 978 1 i i, t trt 0. 910 1 . 2121 t t 1220.630 518.390 3 647 3. 671. MAX. 111FLl7.W F;ATE= '6. 168 CFS &POND VOL.= 4f)58 CU. FT. AT TIME = 1 1 .t.trt M I rq. MAX. POND WATER ELEV. = 1^^r 464 °F VOL. = 6645 CU. FT. AT TIME= '62-22. 0%50 MIN. MAX. OUTFLOW FATE= 3='. 174 CFS ut FOND VOL. = 6645 CU. FT. AT TIME= ^^.50 M.I N HYDROGRAPHS & WATER: ELEVATIONS OF' DETEN71 ON P014D DURING S'T ORri ' DRA4 ' . . . .VERSION 9/24/87 CLGSEs JENSEN & MILLER; WETHERSFIELD, CT. PLAZA C BUCh*:LAND HILLS-MANCHESTER/SW EXIST COND-AREii FROM e24 IN CULVERTS IN SMITii ST BUCK%Th B-1 i/0--.:':6/89 25 YEAR FAST START COMPOSITE STORM (D.O. T. CURVES--HARTFORD) .5 MINUTE CALCULATION INCREMENT FOND SURFACE CONTOURS. . .ELEVATION, FT. AREA, SQ. FT. CUM. VOL. , CU. FT. 120. 000 0.00 0.00 122. 000 52 0.00 3486. 67 124.000 25300-C-JO 31 508.67 126. 000 65400.00 119093,35 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF CGEFF. MIN. ACRES ACRES .390 4. 460 5.000 4.460 0.390 .360 2. 680 10.000 7. 140 0.3179 .320 3.*1 50 15.000 10.290 0.361 .300 3.450 20.000 13.740 0.346 SUPPLEMENTARY INFLOW PROFILES PROFILE NO. TIME, MIN. INFLOW, CFS. 1 0.0 0.0 10.0 0.0 20.0 22.0 28.0 3 5.3 30.0 34.5 40.0 25.3 50.0 17.9 60.0 12.5 70.0 9.4 80.0 7. 1 90.0 5.6 ''ZAP I GROUPS OF OUTLETS # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET 2 120.000 C1RC. ORIF. .600 COEFF. 24. 00 IN. DIA. TIME 9 CONTR I B AREA CUM AVG RAIN WATER EL. WATER SURF. 1 NFLOW 9 OUTFt-OW MIN. ACRES IN. /HR. FT. SQ. FT. CF':"S CFS G.00 0.OO(:) 7. 100 120''000 0. 000 000 C). t)C.- 10.G0 7. 140 5. 596 121. 328 2304.2 32 1 3. 974 13. 1 20.00 13.740 4.099 122. 256 6958.218 40. 3 56 29. Ob 30.00 13. 740 3. 305 122. 787 11336. 103 44. 386 :5-y. 9k_ 40.00 13.740 2.787 122.70B 10613. 39 3 31 .952 36. 21 50.00 13. 74o 2. 3 85 122. 247 6897.636 22. 506 46. 61 60. 00 13.740 2. 100 121 .698 3.7 6$. 532 15. 897 i 6. '?! 70.0013.74�� 1 . 8b 1 121 .3�23 2289. 5367 11 .926 13�. 0 60.00 13.740 1.676 121 . 077 1516. 318 9.000 9. 5-b 90. 00 13. 740 1. 529 120. 930 1130. 651 7. 311 7. 5._. MAX. INFLOW RATE= 46. 138 CFS &POND VOL.= 93 16 CU. FT. AT TIME = 28.0c, m l _ MAX. POND WATER ELEV. = 122.828 & VOL.= 1 )315 CU. FT. AT TIME-= 33.:0 PiIN. MAX. OUTFLOW RATE= 40. 505 CF=S & POND VOL.= 10315 CU. FT. AT T l ME= 3=ti.Su M; aZ7 HYDROGRAPHS & WATER ELEVATIONS OF DETENTION POND DURING STORM 'DRA4' . . . . VERSION 9/24/87 CLOSE, JENSEN & MILLER WETHERSFIELD, CT. PLAZA AT PUCK'LAND HILLS . EXISTING CONDITION LOW AREA WITHIN NORTHERN WATERSHED BUCF A 1-1 1/06/89 25 YEAR FAST START COMPOSITE STORM (D.0.T. CURVES--HARTFFOf�D) .5 MINUTE CALCULATION INCREMENT FOND SURFACE CONTOURS. . .ELEVATION, FT. AREA, SQ. FT. CUM. VOL. , CU. FT. 127.000 0.00 0.00 128.000 19680.00 6560. 00 128. 100 25750.00 8824.71 129. 000 80320.00 54289.08 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE 'TRAVEL TIME RUNOFF COE}=F. WATERSHED AREA WATERSHED AREA RUNOFF COEFr. MIN. ACRES ACRES 0.000 0.000)00 0.000 .300 1�,. 38c:� �. Oc�O 13.�.a0 O.�,(:)0 .300 11 .060 10.000 24.440 0.300 .300 6. 690 15.000 33. 130 0.300 .300 5.650 20.000 38.780 0.300 1 GROUPS OF OUTLETS --------------------- # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET 1 128. 100 TRAP Z. WEIR 600 COEFF. 15.00 FT. BASE W I DTrl 0.900 FT. HIGH 75.00 FT. TOP WIDTH TIME, CONTRIB AREA CUM AVG RAIN WATER EL. WATER SURF. INFLOW, OUTFLOW MIN. ACRES IN./HR. FT._ SQ. FT. CFS CFS 0.00 0.000 7. 100 127.000 0.000 0.000 0.00 1.00 2.676 7. 100 127.235 1089.960 5.700 0.0�) 2.00 5.352 7. 100 127.428 3598.968 11.400 0.00 3.00 8.028 7. 100 127.580 6629.357 17. 101 0.00 4.00 10.704 7. 100 127.715 10050.382 22.801 0.00 �p 5.00 13.380 7. 100 127.837 13789.617 28.501 0.00 6.00 15.592 6.671 127.949 17706.005 31. 143 0.00 7.00 17.804 6.328 128.045 22310.324 33.583 0.0;) 8.00 20.016 6.045 128. 128 26976.600 35.858 0.2-%:5' _ �Z`a o v U1UIflICgUlUi " V u " ib4+ .A -lb -b .A4A .AuWGJWWWW0r. 0NNNNNNNNh) Nr+ rF.. rr ►+ r I.& Z3 � W -4Or- -bUW -• O .00V Cn4WN ►rO .OmVO, 0 .00fAN �► 0 '0M 40'- 0 AWNS-• O •C1M 0` 04• . 0b.. 0 ,0 m 4000000000000 0000000.0000000 00000000 ^- Oo0000c Oc000 00000000000000000000000000000 ^ 0000, 0000000• 0 -- G ^ Or OOO C� O Z D � W W fA W W W GJ W W W W r1J W W (A W (A W (A W C4 W (A r:a (A U 0 U GJ (A rya (A (A (A G•4 (A 1W r;4 (A U 0 r., 1_4 (A Gi Fy N N N N m OR OOOOOOOOOOOOODO OOOOOOOOODODODOCL; QQQQpQQa; adQQcoco 6• L9 -f-- -.0v0- •AN U) VVVVVVVVVVVVV VVVvVVV �1Vv •J �1V '� V �JVVV �IVVVV �IVO• L4 r;� F:t ►ri:JQ� •ar � N ;n. 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O • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 --+ Nr`) stb-) 0NO0% 0 N0 -qr 0 •OnOO' v --+ N094, 0 -4NM0� 0 • Z 10 aO a .O Or0 .0 .0 .O -OnNNNN N NNr.. • cDmww000www0% xxxx H E r- i :: EEE _ HYDROGRAPHS & WATER ELEVATIONS OF DETENTION POND DURING STORM ' DRA4 ' . . . . VERSION 9/24/87 CLOSE, JENSEN & MILLER � WETHERSFIELD, CT. PLAZA AT S]UCKLAND H ILLS-MANCHESTER/SW DEVELOPED CONDITION-AREA 3 FLOW FROM 24 IN. CULVERTS IN SMITH ST BHDEV1-09/08/92 - 100 YEAR FAST START COMPOSITE STORM (D. O. T. CURVES--HARTFORD) . 5 MINUTE CALCULATION INCREMENT POND SURFACE CONTOURS. . . ELEVATION, FT. AREA, SQ. FT. CUM. VOL. , CU. FT. ' 120. 000 0. 00 0. 00 122. 000 5230. 00 3486. 67 124. 000 25300. 00 31508. 67 126. 000 65400. 00 119093. 35 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF COEFF. MIN. ACRES ACRES 0. 000 0.000 0. 000 . 385 4. 100 5. 000 4. 100 0. 385 . 523 7. 980 10. 000 12. 080 0. 476 . 445 4. 300 ` 15. 0O0 16.380 0. 468 . 401 3. 970 20. 000 20. 350 0. 455 . 300 3. 040 . 25. 000 23.390 0. 435 . 300 3. 590 30~ O00 26.980 0. 417 . 300 2. 410 35. 000 29. 390 0. 407 . 300 1 . 520 40. 000 30. 910 0. 402 2 GROUPS OF OUTLETS _____________________ # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET ______________ _______ _________ 1 120. 000 C%RC. OR%F. . 600 COEFF. 24.00 IN. DIA. z 120. 000 CIRC. OR%F. . 600 COEFF. 24~00 IN. DIA. � �� ��\ TIME. CONTR I B AREA CUM AVG RAIN WATER: EL. WATER SURF. INFLOW, OUTFLOW, MIN. ACF-:EC IN. /HFt. FT. SQ. FT. CFS CFS ()w Ocl (wi w (")(�)() • V ).�. 1�(). t)r_)r_1 (")w (_)()(_) ()w ()(_)() 0. (")()(_i 10. r ic.t 1��, t,)8i t 6. 70 r:)f 5 5648. 9T9 47. 476 E'S. 45� 2,C). t)r:) ("). :5C 5. 001 1.^^. 7'1 10819. 757, 4". 898 ,B. 701 t)(') ^ts 96t) 7. 991 1 ^. 7?r) 1(1721 . 547: � Q f E, 7�)7 =8.46c_ 4r). 00 _c.). 91c) ✓w 4t..t0 1222. 53 3 9103. 7t�7 0 4. 33 34. 561 50" 00 91 ) _•'. (--)01 122. 107, 592-1 . )1 221 . 586 26. 222'= 6c). r:)r:) 91(:) 22. 5'97 121 . 591 3308. 067 13. 845 17 '"r:t 70 oo 710. 910 ?. 29 9 1.^1 . 150 1730. 466 9. 694 1 t). of:l `" 91 � 68 1^ _ 8 :c:), t"t �. c't ,�c_t. 9:'1 1 1?T. `�61 7. �.�..;. 7. ,��4 8 Si). i ir�ti 30. 910 1 . 884 1 'i i.8r C. 849. 478 5. 669 c�.81 r_, 91 C) 1 . 733 120. 757 748. 6='1 5. 123 5. 17= =i). 910 1 . 607 1'10. 678. 493- 4.684 4. 72'' 910 1 . 500 120. 690 621 . 668 4. 297 4. 5 MAX. INFLOW RATE= 4��. 598 CFS 0,POND VOL. = 5=�6 CU. FT. AT TIME = 1 i .i)r) M I t- . MAX:. POND WATER ELEV. = 12 7 7* & V 0 L. = 9677 CU. FT. AT TIME= 2�'. 50 MIN. MAX. OUTFLOW RATE= =''. J-%9 CFS & POND VOL. = 9677 CU. FT. AT TIME= 27.Jr) M I t-i. � 3Z HYDROGRAPHS & WATER ELEVATIONS OF DETENTION P014D DURING STORM 'DRA4' . . . .VERSI0N 9/24/87 CLOSE, JENSEN & MILLER WETHERSFIELD, CT. PLA�.A C BUCk;LAND HILLS-MANCHESTEF/5W EXIST COND-AREA � FROM 24 IN CULVERTS IN SMITH SZ EtUCt:Ti`iEi-1 1/U�1/bs 100 YEAR FAST START COMPOSITE STORM (D.0. T. CURVES--HARTFORD) .5 MINUTE CALCULATION INCREMENT POND SURFACE CONTOURS. . .ELEVATION, FT. AREA, SQ. FT. CUM. VOL. , CU. FT. 122. 000 5213().00 3 486. E 7 124.(.100 253-00.00 11508.67 126.C)_i() 65400.00 1 19053.%J CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF CGEFF. WATERSHED AREA WATERSHED AREA RUNOFF CGEFF. MIN. ACRES ACRES 0.000 G.0 0C.) 0.000 .Z90 4.460 5.000 4.460 0.39U .360 2. 6130 10.000 __ 7. 140 ��.�,79 •.:J2G 3. 150 15.000 - - 10.290 0.361 .300 3. 450 20.000 13.740 0.346 SUPPLEMENTARY INFLOW PROFILES PROFILE NO. TIME, MIN. INFLOW, CFS. 1 0.0 0.0 10.0 0.0 20.0 30.3 30.0 43.0 40.0 30.2 50.0 22.2 60.0 17.5 70.0 12.0 80.0 8.2 90.0 6.4 333 1 GROUPS OF OUTLETS ---------------------- # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET 2 120.000 C I RC. OR I F. . 60() COEFr�. 24. 00 I N. L I A. T I ME, CONTR I P AREA CUM AVG FAIN WATER EL. WATER SURF. I NF'LOW j 067F LOW. MIN. ACRES IN. /HR. FT. FT. CFS CFS 0.00 0.000 8. 602 120. 000 0.Ovo 0. 000 c:►.��c 10.00 7. 140 6. 700 121 .479 28b8. 199 16. 645 15.4i 20. 00 13.740 5.001 122. 563 9361.869 52.658 3-b. 17 30.(.-)o 13. 740 3%. 1?91 12 3. 153 14963.520 54. 999 44.07 40. 00 13.740 3.400 123.230 157 91.2 69 :2-8. 580 44.637 50.00 1 ti. 740 001 122. 834 11770.690 29. 292 40.57 60. 0 13. 740 . 51 7 122.227 6748. 775 21 .923 2 c: 0. 45- 70. 00 13.740 279 121 . 634 3469.778 14■ 550 1 7.90 80. 00 13. 740 2. 068 121 . 217 1936.042 10.457 i 1 .51 90. 00 13. 740 1 . 884 121 .017 1352. 395 8.4:=2 8. 7c, MAX. INFLOW RATE= 54. 999 CFS &POND VOL.= 14976 CU. FT. AT TIME = 30.►::() hi i MAX. FOND WATER ELEV.= 123.277 & VOL.= 16565 CU. FT. AT TIME= 36.00 MIN. MAX. OUTFLOW FATE= 45. 352 CFS & POND VOL.= 16565 CU. F T. AT TIME= 36.0t'.) i=1 i HYDROGRAPHS & WATER ELEVATIONS OF DETENTION POND DURING STORM 'DRA4 ' . . . .VERSION 9/24/87 CLOSE, JENSEN & MILLED, WETHERSFIELD, CT. PLAZA AT BUD:LAND HILLS EXISTING CONDITION LOW AREA WITHIN NORTHERN WATERSHED NUCF:=A1-11/06/89 100 0 YEAR; FAST START COMPOSITE STORM - (D. 0. T. CURVES--HARTFORD) .5 MINUTE CALCULATION INCREMENT FOND SURFACE CONTOURS. . .ELEVATION, FT. AREA, SQ. FT. CUM. VOL. , CU. FT. 1 A27.0 00 0.00 0.00 128. 000 19680.00 6560.00 128. 100 2575o.00 8824.71 129. 000 80320.00 54289.08 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF CDEE F. MIN. ACRES ACRES 0.000 0.000 0.000 . 300 13. 380 5.000 13. -:Sao 0. 300 .300 11 .060 10.000 24.440 0.300 .300 8.690 15.000 3 ��3. 130 0.300 .300 5.650 20.000 38.780 0.300 1 GROUPS OF OUTLETS --------------------- # OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET 1 128. 100 TRAPZ. WEIR .600 COEFF. 15.00 FT. BASE WIDTH 0.900 FT. HIGH 75.00 FT. TOP WIDTH TIME, CONTRIB AREA CUM AVG RAIN WATER EL. WATER SURF. INFLOW, OUTFLOW. MIN. ACRES IN. /HR. FT. SQ. FT. CFS CFS 0.00 0.000 8.602 127.000 0.000 0.000 0.00( 1 .00 2.676 8.602 127.251 1238.710 6.906 0.00k 2.00 5.352 8.602 127.456 4090. 131. 13.812 0.00i 3.00 8.028 8.602 127.619 7534.087 20.718 0.00 4.00 10.704 8.602 127.762 11421.990 27.624 0.00(_ to 5.00 13.380 8.602 127.892 15671 .531 34.530 _ Q. 6.00 15.592 8.056 128.011 20309.650 37.605 0.00k 7.00 17.804 7.621 128. 110 26182.950 40.430 0.04i 8.00 20.016 7.263 128. 197 30161.531 43.052 1. 75" �3S • r r i C I O V9 00000000 004bAAA -bJ+ bAA .A► A (AGJW4.4G; 0t,,rr;; (el IANNNN, FJNNFJN'N �-- � �- �-- v .� �-► �-- ►•. *• ZZ •OOOVO• U -Ob0NJ 0 %000V Or- CnAWN ►•• 0 0M -40" 04b ;; N }.• 0 00oV 0% 0 -AWNS-- 0 a00v0� c4 •AC•JN ►- t? -0 m 00000000000000000000e006a0a6a66 -. 6 -- Ca0C• .. •r' c a :. 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JOB NO.. ......., ........................... -"�~-.......-_-_. � . . . . --�-.~.^ .�..` ..............,,�`..���~��,,.. � . - 4-7-� ����� �~ -_ - - ��mo 0 ~� ��� �"~�^ �` �~ v " Iwl ` Lo A c~_ - - �- ~� ~v � "_ ~~� .�� ���«�`��� �� 14 0 =� - - - -- - -' ' - - - - - _-__- / ---.- ----- --�----- --- -------- r------' ' '--�-r----- --'-----------------' ------ '-- -- '---,---'------'--------------- / • HYDROGRAPHS & WATER ELEVATIONS OF DETENTION FOND DURING STORM ' DRA41 . . . . VERSION 9/24/87 CLOSE, JENSEN & MILLER WETHERSFIELD, CT. PLAZA AT FUCKLAND HILLS-PHASE I \ _ TEMP. SED. BASIN-CORNER WHEELER & PLEASANT VALLEY RDS 9/9/92-BHSED 25 YEAR FAST START COMPOSITE STORM (D. O. T. CURVES--HARTFORD) _. 5 MINUTE CALCULATION INCREMENT FOND SURFACE CONTOURS. . . ELEVATION, FT. AREA, SO. FT. CUM. VOL. , CU. FT. 132. 000 11128. 00 0. 00 134. 000 14464. 00 25519. 21 135. 000 16641. 00 41059. 00 CUMULATIVE INCREMENTAL INCREMENTAL CUMULATIVE CUMULATIVE TRAVEL TIME RUNOFF COEFF. WATERSHED AREA WATERSHED AREA RUNOFF COEFF. MIN. ACRES ACRES 0. 000 0. 000 0. 000 . 300 2. 180 5. 000 2. 180 0. 300 . 300 2. 180 10. 000 4. 360 0. 300 • 300 2. 180 15. 000 6. 540 0. 300 6300 2. 180 20. 000 8. 720 0. 300 . 300 2. 180 25. 000 10. 900 0. 300 • 300 180 30. 000 13. 080 0. 300 . 300 2. 180 35. 000 15. 260 0. 300 . 300 2. 180 40. 000 17. 440 0. 300 . 300 2. 180 45. 000 19. 620 0. 300 1 GROUPS OF OUTLETS --------------------- OF IDENTICAL INVERT TYPE OUTLETS IN ELEV. OF THIS GROUP FT. OUTLET 1 132. 000 C I RC. OR I F. . 600 COEFF. 12. 00 IN. D I A. 3 3 _ 1 1 1 } 13 —1 x x x t1} µ �► S9tOtt10� m �IJCnQ� CnLn � �.` C•1Wr►? 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The streets surrounding the site are Pleasant Valley Road, Buckland Street/Buckland Road, Smith Street and Wheeler Road. i The site is gently rolling terrain, former tobacco growing land forming the divide between watersheds draining northerly to Plum Gully Brook in South Windsor or to Whaples Brook/Quarry Brook. There are no streams or inland wetlands on the site. The soils types are identified on the Soils Plan,sheet no. 17 of 31. B. Proposed Development Phases of Deve opment. The development of the total site may be broken down by the following phases: Ph= iA. Development of retail community center retail plaza of approximately 306,805 square feet of leasable floor area; in Manchester; construction to begin in 1992. E B. Concurrent with the construction of the retail community center or shortly thereafter will be the development of smaller infill retail, restaurant and business uses, related to the community center of approximately 29,300 square feet of leasable floor area, construction estimated between 1992 and 1995; in Manchester. Approximately 1,605 parking spaces will be provided for Phase I. C. Construction of permanent landscaped berm*around the northerly and westerly site boundary. Phase Future development of the acreage in Manchester and South Windsor. � 1 1 i • I for Phase I is described in the following Related Plans. The proposed development plans: Sheet No. 1 Qeneral Plan, 1" = loot 2 I tion Plan/Pl t an, 1" = 200' 3-9 Engja eringPlan, l" = 40' (7 Sheets) 10-16 1 o t Plan 1" = 40' (7 Sheets) 17 soils 1" = 200' 1a-24 Erosion&Sedimentat'o ontrol la 1" = 40' (7 Sheets) 25-29 Construction Details 30 Planting Details 31 Site Pavement Mar in Pe_ lar�,1"=80' ml C. Sche e o d' and ha Start Co t es. The estimated starting date for construction of Phase I is 0 1992 wit phased completion anticipated between 1993 through 1995. the Fall f P grading and • e ' e S ti Contr eas The gr g e u o o construction for the Pha se I site will be undertaken simultaneously. Then and will be sedimentation control measures shall be in Place from the earliest construct erosion and io maintained until final pavement and vegetative cover is established. measures will be installed during the construction period if deemed Added control meal sue, the owner or agents of the Towns of Manchester and South Windsor. necessary by D. Erosion and S dimentati n ntro rovisions n nstruction r win The following p • rovisions are noted on the Erosion and Sedimentation Control Plans as guidance and requirements of the Contractor: O �neTnN AND SEDI':':y�?TsTiON C *- - placement of e proposed activity consists of grading, construction of buildings, p , 1' Th P p a avement, storm drainagge and utilities that comprise the parking and driveway pat Buckland Hills Phase I. development of the Plaza 2 r� �r- f 2. In eneral, erosion and sedimentation control and restoration measures shall onfo m botr to the"Connecticut Guidelines for Soil Erosion and Se ment C ntroruppublished to by the Connecticut Council on Soil and Water Manchester Januaand South Windsor. January 1988,and to the requirements of the Towns I The prod g projected startin date for construction is the Fall of 1992 and construction will. take approximately 24 months. Appropriate erosion an sedimentation ed twe at this project measures shall be in place prior to the start of construction ay stage of and shall be maintained until final pavement or vegetation is established. 4. Additional control measures will be installed during Agents construction period, ifdeemed the necessary by the Owner, by the Engineer representing the Owner, or y Towns of Manchester and South Windsor. 5. The Contractor shall be responsible to control dust and wind erosion thrrooungh f Water on the life of his contracts. Dust control shall include,but is not limited to, sprinkling exposed soils and haul roads. The Contractor shall control dust to prevent roadwanuisays to neighboring property owners and to prevent a hazard to traffic on 6. The Contractor shall provide sedimentation control dams around existing and proposed catch basins where needed to prevent sediment from construction activity from entering the drainage system, and such controls shall be maintained until disturbed areas are thoroughly stabilized. 7. Hay bales shall be used only as a temporary measure. Where control measures will be required for longer than sixty(60)days,filter fabric shall be used. 8. The Contractor will be res onsible for implementing this Erosion an Sediment Conormilz trol Plan including the installation and maintenance of control measures,b.ecties of the Plan, er parties engaged on the construction site of the requirements and objectives.ty ons and notifying the proper Town agency of any transfer of t and Sis ediment1Cont of Plan if all be re nsible for conveying a copy of the Erosion shall spo the title to the land is transferred. 9. The Contractor shall secure the services of a registered soil sciehti t or lam are f pessroperly engineer who shall verify,in the field that the controls required.by t p P P Y installed and shall make inspection of such facilities within forty-eight (48) hours of any significant rainfall, and shall, by written report inform the Owner a t and h TownTownof Manchester Planning& Zoning,Commfrequently nmonthly of observations,maintenance and corrective activities undertaken. gravel 10. The construction entrance anti-tracking pad shall be installed as a first order of construction before heavy construction traffic travel to and from the site, 11. Stockpiles of soil shall be surrounded by a sediment barrier. Soil rstockpiles tS de left kp fifteen 15 days shall be stabilized with temporaryvegetation. bare for more than fift ( ) Y slopes of stockpiles shall not exceed a 2:1 grade. 12 . Whenever final grading will be delayed for more than thirty (30) days after land disturbance ceases,exposed soil shall be stabilized by temporary vegetation or in 13. Sediment material removed from control structures shall be properly ly disposed of in accordance with the intents of the Soil Erosion and Sediment Control 3 V E. Aquifer Protection. The larger area of the site is a broad plain of glacial deposits over bedrock. Such deposits may supply groundwater. To date no agency has suggested preservation of the area for public water supply. Nevertheless, protective measures are proposed to preserve the quality and quantity of groundwater resources. For the Phase I development in Manchester, most of the collected drainage from the site will be directed to the existing Town of Manchester detention pond on Pleasant Valley Road. Before outletting to the pond, drainage will be directed to special sedimentation/oil separation chambers to maintain water quality to the pond. Ile existing eTown of Manchester detention pond serves to recharge much of the site runoff to groundwater. A portion of the Phase I development runoff will be directed to the natural surface flow northerly of the development. F. Storm Water Management The existing and proposed watersheds on the subject site were analyzed using the Rational Method and a 2, 5, 10, 25 and 100-year fast start design storm. The on-site pipe systems were designed for a 25-year storm using the Rational Method. Full development of all Phase I areas contributing to the proposed storm water management system was assumed. Existing ainaap- C.nnditions. Currently the site lies within four watersheds. The eastern portion, approximately 53 acres, drains through 2-24 inch culverts northerly under. Smith Street. The southern Rion, approximately 14.5 acres, drains to existing catch basins on the north curb of Pleasant Valley Load and into the Town of Manchester detention pond. The southwestern portion approximately 9 acres, drains to existing catch basins on the north curb of Pleasant Valley Road and into the drainage Swale south of Pleasant Valley Road and west of Croft Drive. The northwest portion, approximately 28 acres, drains through 2-15 inch culverts under the intersection of Wheeler Road and Smith Street. Pro,posed Drainage Conditions. In general the four watersheds will be maintained. The portion flowing under Smith Street, 53 acres, will be reduced to approximately 31 acres and will be comprised of two sub-areas. Approximately 4.4 auth cres willsor m area.from the Phase I development e evelo ment and 26.6 acres from the undeveloped So combined flow from the two subareas will be less than the existing flow see Appendix B:page 25). A stilling basin will ppreserve the existing overland ow conditions on site prior to directing the flow to the swale leading to the 2-24 inch culverts. The southern portion draining to the Manchester detention pond will be increased to approximately 40 acres. This includes the bulk of the Phase I development. The hydraulic analysis for the pond showing the effects of flow increase was reviewed and approved by the Town of Manchester. The southwestern portion, approximately 9 acres:will be increased to 18 acres due to grading requirements and to approximate ultimate,grading requirements of site concept plan. A temporary detention and sedimentation basin w be provided to mitigate any increase in now. 4 A The northern portion, approximately 28 acres, will be reduced to 14 acres due to the similar grading requirements. Proposed drainage systems will include grease/oil separators/sedimentation structure prior to outletting drainage from developed site. Outlet protection has been designed using"Connecticut Guidelines for Soil Erosion and Sediment Control", the Connecticut Council on Soil and Water Conservation, January 1988, and "Culvert Outlet Protection Design Computer Program Documentation", FHWA, RD-75-508, March, 1975. 5 4011 N aa4( r Ole s ?d&U&Ot C � V �v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 September 14, 1992 Edward J. Tomkiel, Town Clerk Town of Manchester 41 Center Street CERTIFIED MAIL Manchester, CT 06040 Dear Mr. Tomkiel: Re: P.A. 87-307, Notification of Application Within 500 feet of Abutting Towns In accordance with the captioned 1987 legislation concerning notification to municipalities regarding Inland Wetlands Agency/Conservation Commission applications that could affect the abutting town, we hereby notify you of the application submitted by Downeast Associates Limited Partnership. The applicant requests an IWA/CC permit .for grading associated with the construction of a retail development on property located on the corner of Smith. Street, Wheeler Road, Buckland Road, and Pleasant Valley Road, DC zone. This application is tentatively scheduled to be .heard by the Inland Wetlands Agency/Conservation Commission on October 51 1992 at 7:30 p.m. , in the Sprenkel Room at the Town Hall in South Windsor. If you have any questions, please contact the Planning Department at 644-2511, ext. 229 . Thank you. Very truly Yours, F.0c"J John E. McCahill Zoning/Wetlands Enforcement Officer JEM/pmm cc: Elizabeth A. Warren, Chairman, IWA/CC MEMORANDUM September 23, 1992 TO: John McCahill, Zoning/Wetlands Enforcement Officer FROM: Jerry C. Iazzetta, Town Engineer RE: Plaza at Buckland Hills We have reviewed the drawings dated 9-11-92 for the proposed Plaza at Buckland Hills and have the following comments: 1. The proposed storm water discharges onto property in South Windsor are not acceptable. 2. The proposed grading on the "unimproved land" diverts water from one watershed to another. This is a large grading excavation with no apparent purpose. This is unacceptable. 3 . The Storm Water Management document indicates that a stilling basin and a temporary detention and sedimentation basin are proposed. a. The topographic drawings do not identify these. The detail sheet however indicates that the stilling basin is riprap. b. Why is the detention basin temporary and for how long? 4 . Drainage calculations not complete. The calculated flow for the pre & post development area going to Smith Street are not developed. 5. Drainage calculations, page B39 indicate that C = .3 for both pre and post development. The post development area is to be grass and the pre development is cultivated land. 6 . Profile of proposed sanitary sewer should be provided. Inverts and top of frame elevations are required. 7 . Sheets 6 & 7 have note " . . .permanent stabilization measures will be implemented as soon as possible" . A specific time frame should be shown. 8. Town line monuments should be protected during construction. 9 . Structures on sheets 6 & 9 are shown as existing, however with grading proposed, they will be removed. A note should so indicate that they are to be removed from site. JCl/jsv cc: Michael J. Gantick, Director of Public Works ��BUCK ANO cc BLDG 9vl PC I / -- \ 9 / 31 CL�- 1 7� \ gel I �J OF/ ��, a0/ 10-02-1992 15:06 2037211802 CLOSE,JENSEN & MILLER N.04 PLAZA AT BUCKLAND HILLS RESPONSES To COMMENTS FROM JERRY IAZZETTA TO J'OHN McCAHILL September 23,1"2 I. The proposed storm water discharges onto the property in South Windsor assimilates the re• development conditions, As stipulated on thep. system will be utilized if casements can be obtained approval propertyr he previous on Smlication? a pipe ith Street. 2. The grading of the "unimproved land" does divert water from one watershed to another but the temporary sedimentation/detention basin controls any increase in flow to the area to which runoff will be directed. The grading excavation 's necessarythe site and is in line with the stipulated plan approved 1 fo the over fill operations elsewhere on overall site, 3a. On sheet 4 of 31, the stilling basin is the de ressiop proposed in South Windsor, north of Service Merchandise and Filenes Basement. The stilling basin will be labeled aecordin and riprap lining will be indicate so that the plans are consistent with the detail on Sheet 27 or 3gtyl, 3b. The temporary sedimentation/detention basin is shown on sheet 22 of 31. For sedimentation purposes, the basin is required until the disturbed area which drains to the basin is fully stabilized. The detention function of the basin will control outletexisting basin is labeled temporary,because relocation of the basin ma beore uir d to a levels. The ultimate development un this area as stipulated on the approved y 9 accommodate pp d concept plan. 4. The pre-development and post-development calucalted flows are included in the submitted "Erosion and Sedimentation Control Statement" in Appendix B. The summary will be clarified to show flows to culverts on the south side of Smith Street. S. The"C"value used(C a 0.3)is conservative for this area, A higher"C"could have been used for the existing cultivated area (SCS values range from 0.3 - 0.6 for heavy soil, no cra in ff icultural land) and a lower'C"value for th g vye,flat pro Deed grans area SCS values ran p3 0.17 for town with flat heavyp t �e from soils). This would result in a smaller detention basin than provided. However we will use coefficients required by the Town and modify size of basin if required. ' 6. Inverts and top of frame elevations are provided on Sheet 3 of 31. Profiles will be provided as requested. 7. The specified seeding mixtures for disturbed areas shall serve as the permanent stabilization measure until each area is developed at some future time, in line with approved stipulated concept plan. Erosion and Sedimentation Plan allows 14 days prior to seeding. 8. A note requiring town line monuments to be protected during construction will be added to the plans, 9. If the proposed grading impacts those structures on Sheets 6& 9, they will be removed prior to grading operations and a note to that effect will be added to the plans. I f j I SOMments; There are no water gout-ses founa or, the or,vpe(-%V site , t� I I Soil 0averiptions begin ao page of I BLS f -WAI C C <Ow N aE,` .M. • � T-O�IT Ole S-0� ?d&U&Ot Q 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 ��4soR-co AREA CODE 203/644-2511 September 27, 1992 TO: Elizabeth A. Warren, Chairman, IWA/CC FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer P '. Re: Application #92-37W, Plaza at Buckland Hills DOCUMENTS REVIEWED: Application form, Plaza at Buckland Hills Erosion and Sedimentation Control Statement (dated September, 1992) , Drainage Area Maps, and plans for Plaza at Buckland Hills (dated 8/31/89, latest revision 9/11/92) COMMENTS: 1. The Town of Manchester has been notified of this pending application in accordance with Public Act #87-307 . 2. The plans show an intermittent watercourse in the northeasterly portion of the site, "as shown on Town wetlands map" . The regulated activity, as stated in Section H of the application (construction of drainage swale, placement of silt fence and removal of 75 cubic yards of material) , is based on the intermittent watercourse as shown. In the field there is no clearly defined channel. 3 . This property was the subject of application #91-15W which was approved by the Agency on 7/15/91. This plan proposes a different concept for handling the runoff and includes additional grading in the Town of South Windsor; as well as the construction of earthen berms. 4 . The plans and drainage calculations have been forwarded to the Engineering Department for comments/concerns regarding the proposed drainage, etc. Comments from Jerry Iazzetta, Town Engineer, dated September 23, 1992, are attached. 5 . The application form, item G, does not indicate that notification to abutters via certified mail has been done. At the time this was submitted I discussed this with Attorney Wagner and she said this would be done, "within 7 calendar days of the time an application is submitted" . A copy of the letter, with the list of names, should be forwarded to the IWA/CC. 6 . The soils information provided is based on the Soil Survey for Hartford County, U.S.D.A. Much of the area to be disturbed Elizabeth A. Warren Page Two September 28, 1992 Application #92-37W includes enfield silt loam which is very prone to erosion and rapid runoff. The enf field silt loam in the area of the proposed stilling basin is unsuitable material for impounding or embankments, per the Soil Survey. 7 . The plans, as submitted, will allow a significant number of acres to be graded and exposed at one time. To reduce erosion potential, the site should be developed in phases . The phasing should be clearly identified on the plans. 8. It is my understanding that a Soil Scientist has investigated this site. A copy of the report should be submitted to the IWA/CC. 9 . On sheet #1 of 31, the General Plan shows a basin which is larger than what is proposed in the detailed plans. The approval letter for application #91-15W also appears on this sheet. It does not apply to this application and should be removed. 10 . There are areas along the northerly proposed grades where the proposed tree line does not represent what trees will have to be removed; or more important what trees will remain. 11. On sheet #22 of 31, they proposed to construct a "temporary sedimentation/detention basin" . This should also appear on sheet #7 of 31. The plans should provide for erosion and sedimentation control measures within the basin. The proposed CPEP flared end should be a concrete end. 12. They are proposing cuts of approximately 9' in some locations. Groundwater information should be provided, especially in those areas where they are proposing significant cuts. 13 . The outlet associated with C.B. #37 should be realigned so it does not discharge across the grades . It should discharge towards the basin. Additional grades should be provided for the outlet associated with C.B. #39 to carry the water towards the proposed swale. 14 . These comments, and comments/concerns from the Engineering Department, should be addressed prior to any approval by the Agency. JEM/pmm 10-02-1992 15:04 2037211802 GL05E.JEN5EN & M1LLtK r•'je- PLAZA AT BUCKLAND HILLS RESPONSES TO COMMENTS ON APPLICATION NO.9247W TO THE IWA/CC FROM JOHN E.McCAHILL,ZONING ENFORCEMENT OFFICER September 27,1992 1. Requires no response. 2. Issue of watercourse has been discussed before, Town wetland map shows a watercourse in the northeasterly portion of the site,therefore,a regulated activity is indicated in this area. 3. The new plans do not propose a different concept for handling runoff. In keeping with the stipulated concept plan which was approved by South Windsor, some modifications have been Introduced in the new Plan: A, The stilling basin previously approved has been shifted slightly west to allow room for a future drive into the Flex-tech area. B. Landscaped berms have been added for visual screening of the site, C. Grading limits have been extended to provide material needed for filling operations elsewhere on the site, The resultant ground elevations are in line with design elevations for the stipulated concept plan, D. The extended grading allows for the installation of one temporary sedimentation/detention basin in the southeast corner to control sediment during grading operations and provide detention of storm water runoff due to the increase in area draining to this point. 4, Requires no response, 5. UK&S is taking care of notification to abutters, 6. The stilling basin will be lined with rippr��ap to prevent erosion. The actual layer of Enfield soil varies between 18"-30" deep. TMa st'En basin will be excavated below this depth into subsoils consisting of coarse sand and gravel,which are less prone to erosion. 7. The gradin4 operation will be in phase with the building operation, Disturbance of areas for fill material will-be to the extent required for building purposes. The phasing of individual buildings is not known at this time. 8. Soil Scientist Report is attached. (dated May 9, 1991 from Bruce Laskey) 10-02-1992 15:05 2037211802 CLOSE.JENSEN & MILLER 9. The size of the stilling basin will be corrected on Sheet 1 of 31. Approval letter will also be removed. 14, Areas where trees are to rernain will be clarified on the grading plans, 11. The sedimentation/detention basin shown on Sheet 23 of 31 will also be shown on Sheet?of 31, with the appropriate erosion and sedimentation control measures. The CPEP culvert end is used because CPE pipe is bein used. This is a less expensive, temporary installation that will be removed once the basin is re�ocated to a permanent position based on the stipulated concept plan, P P 12. Boring logs will be provided. Logs indicate generally very deep water table with many cases no water encountered at depths greater than 20 feet. 13. The outlet associated with C.B. #37 will be realigned to discharge towards the basin. Grades show the outlet associated with CB, #39 will carry water towards the proposed Swale as they are shown. 14. Requires no response. UPDIKE KELLY&SPELLACY TEL No , 1-203-548-2687 Oct 2 ,92 16 :01 No .005 P .01 �"� !:o 111;gW11;at 1..' W C 1t�cl.il c'. .�11 ' ja�'l.i��cfy, P. . — — , _.. llni Statc,jtreet• I'U Uoic 231�77 tt1i-tja,�l,GcytzncctfcutoG123.1277 'I'clephonc(203)f*4R-2GW r,,�si+�r�Ic taa:sl s40.126 W1 One ec"tt"y lnwct.?05 0lt++t;i.,.M New Ilpven- 001(i 7002 • Z'cir�l�nne 1lU:f1%R7-51Q0'( \ Fa<sim11C t?Q3)7724037 1 T):'LLC4PYFR T R�ANSMxSSTOht COVER SHEET V•< Cd --- TO: FROM: t. ^A,6%2nA - (INCLUI)ING•NO. OF PAGES•_ . THIS COVER SHEET) If any of t)iis transmJ ssiu,L is f1`0t Legible, g1P;lse contact.. im:tted i ate l y. 7'lI1'� DOCUMENTACCOMPANYING THIS TELECUPY TR.AMSMY R S i ON CONTAINS ' LLY & SPELLACY, P.C. WHICH LlW FIRM OF UI'UTK�,, KF INF0RMAT):C)N FROM THE • if), GONZ''XnirA1TIA14 AND LFGAI.+I,Y FRIVxLEGED., 'l't1E: INFO�TTT�TSc 1NT�NnLG nNt,Y J,'0R THE USE of THE 1NDIVIDUAI. OR ENTITY NAMED YOv ARE' 'i'RANSMlSSION SHEET. TF YOU A►tz NOT TtiF INTENDED RECTPI NT1 N0'PT1-'IF.D TRAT ANY DISCLOSURE f RCUPYiNG,. IBIS�'R j8UTJ )N, O THIS `.t�0!'1rU `TAKING OF ANY ACTION IN RELIANCE•' NAN�R'iH11TTTliL•'J1�UC:tJML'NT StiC�UI�I) Efts ]N►'(7ttM11`1'T(�N I5 S'TRIC'ri,Y PROHIBITED j;;:'1'URNl:f� 'E'O '1'}II.S F114M IMMOOTATELY .. IN ")'MS REGAIFY URDe 1r Y 1"AX?f Rl (.:F 1VF.t� Ttt i r ')'F LEGC�1'Y IN F1 IM,G�1 Uriu'i,N!':TltFTUf N Or 1't41,Si:U I,A'i'F i.Y 5U 'I'IiATN(��COS'I'CAN A1.O��V- !)(*)CUMi:t�'l' '�`C) 11S A UPDIKE KELLY&SPELLACY TEL No . 1-203-548-2687 Oct 2 ,92 16 :01 No .005 P .02 ��1� � �� � Cantt)st�le:t•�; at ].,tw Updike, � ell.aCY, PC- - ('inc•tit<<l c;t r Cr1• if Q BON 2. FZ;arhrar<<C�.Waj;ncrr Hartford.('c�r7tt�.'rlic i�l n(iI2 3•l271 11artG.>tCl (.)031'AS 2635 . r%ii ptimit•0203)!;48 260() (,'arFtrt 1(- (203)b48-24380 Nf•ty f ir•i e:, (:i artli t tll u1 Uf ii l O /(.1(.J1 'fr.lrncnu (203) 787 W..)7 October z, 1992 644-37R1 Mr.J 011n McCahill Inland Wetlands Officer 1540 Sullivan Avenue South Windsor,Gr 06074 RS: Plaza at Buckland Hills Dear John: end a COPY of respon.�es to comments on Application No. �'l-��1.W to Attached hereto cd Sc tcmber 2�7, 1992. the 1 WA/CC P I[you have. any uestiuns regarding the attached,please call me. If not, I will see you Y q Monday night. Very truly yours, 13ARBARA C. WA GiN1�R Enclosure Updike, Kelly & Spellacy, P.C. Counselors at Law Barbara C.Wagner One State Street,P O Box 231277 Hartford(203)548-2635 Hartford,Connecticut 06123-1277 Telephone(203)548-2600 Facsimile (203)548-2680 One Century Tower,265 Church St. New Haven,Connecticut 06510-7002 Telephone(203)787-9007 Facsimile (203)772-2037 October 2, 1992 VU rig k TELECOPIE 644-3781 D 1.gk IT Mr.John McCahill Inland Wetlands Officer OCT 1992 1540 Sullivan Avenue South Windsor South Windsor, CT 06074 INLAND WETLANDS AGENCY RE: Plaza at Buckland Hills CONSERVATION COMMISSION Dear John: Attached hereto please find a copy of responses to comments on Application No. 92-37W to the IWA/CC dated September 27, 1992. If you have any questions regarding the attached,please call me. If not, I will see you Monday night. Very truly yours, C ZZ)-P BARBARA C. WAGNER BCW/ks Enclosure CERTIFIED MAIL RETURN RECEIPT REQUESTED October 5, 1992 [Name of Abutting Owner] [Address] Re: Plaza at Buckland Hills Downeast Associates Limited Partnership Dear Property Owner: On behalf of Downeast Associates Limited Partnership, and in accordance with Section 7 . 3b of the "Town of 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 is subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. A hearing has been tentatively scheduled for October 5, 1992 . As an abutting property owner you are invited to the 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 this matter please contact Phyllis Mann, Recording Secretary or John E. McCahill, Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511 . Very truly yours, BARBARA C. WAGNER BCW:co LIST OF ABUTTING OWNERS PLAZA AT BUCKLAND HILLS 1. Mr. Paul Kebalo Ms. Helen Kebalo Mr. Walter Paul Kebalo Ms. Adrian S. Kebalo 176 Smith Street South Windsor, CT 06074 2. Mr. Walter P. Kebalo & Ms. Lucyna Kebalo 188 Smith Street South Windsor, CT 06074 3. Ms. Margaret R. French 198 Smith Street South Windsor, CT 06074 4. Mr. Walter A. Kamm, Jr. Ms. Judith A. Kamm 216 Smith Street South Windsor, CT 06074 5. Mr. Aaron L. Johnson Ms. Karen Johnson 236 Smith Street South Windsor, CT 06074 6. Ms. Marjorie A. Marquis 250 Smith St. South Windsor, CT 06074 7. The Federal Deposit Insurance Corporation Re: 140 Smith Street 8. Mr. George M. McAlees Ms. Lynn P. McAlees 274 Smith Street South Windsor, CT 06074 9. Ms. Lorraine M. White 302 Smith Street South Windsor, CT 06074 10. Mr. Robert Hayes Ms. Beverly Hayes 314 Smith Street South Windsor, CT 06074 2 - 11. Mr. Robert Hayes Ms. Beverly Hayes 332 Smith Street South Windsor, CT 06074 12. Mr. Ray T. Boulet Ms. Suzanne J. Boulet 340 Smith Street South Windsor, CT 06074 13. Catholic Cemeteries Associates of the Archdiocese of Hartford Re: 151 Buckland Road 700 Middletown Avenue New Haven, CT 06473 14. Mr. Leo Gauthier Ms. Mary Ann Gauthier 395 Smith Street South Windsor, CT 06074 15. Mr. Joseph J. Gancarz Ms. Frances T. Gancarz 383 Smith Street South Windsor, CT 06074 16. Mr. Willard DuFour Ms. Claire DuFour 377 Smith Street South Windsor, CT 06074 17. Mr. Basil J. Boutin Ms. Lucille Boutin 357 Smith Street South Windsor, CT 06074 18. Mr. Gene N. Beaupre 345 Smith Street South Windsor, CT 06074 19. Ms. Claudette L. Sanson 331 Smith Street South Windsor, CT 06074 20. Mr. George A. Gilbert 307 Smith Street South Windsor, CT 06074 3 21. Mr. Theodore Gill Ms. Betty G. Gill 319 Smith Street South Windsor, CT 06074 22. Mr. Wayne C. Kilburne Ms. Norma R. Kilburne 291 Smith Street South Windsor, CT 06074 23. Ms. Mary A. Varrick 15 Buckland Road South Windsor, CT 06074 24. Mr. Mitchell M. Slovich 9 Buckland Road South Windsor, CT 06074 25. Mr. Burrie A. Fandozzi Ms. Barbara R. Fandozzi South Windsor, CT 06074 26. Mr. Stanley P. Baldyga Ms. Marion E. Baldyga 1261 Pleasant Valley Road South Windsor, CT 06074 27. Mr. Nazish I. Ahmad 14-03 Arthur Drive South Windsor, CT 06074 28. Mr. Edward J. Bride 378 Windsor Street Manchester, CT 06040 29. Marilyn and Leonard Chmielewski 368 Windsor Street Manchester, CT 06040 30. Mona M. and Raymond D. Sullivan 360 Windsor Street Manchester, CT 06040 31. Ms. Karen L. Culver 340 Windsor Street Manchester, CT 06040 4 - 32. Mr. Gurrie A. Fandozzi Ms. Barbara R. Fandozzi One Buckland Road South Windsor, CT 06074 33. Karen F. and John Botticello 332 Windsor Street Manchester, CT 06040 34. Albenie F. and Muriel D. Roy 324 Windsor Street Manchester, CT 06040 35. Mr. Jonathan L. Comp 316 Windsor Street Manchester, CT 06040 36. Elaine M. and Raymond G. Smith 304 Windsor Street Manchester, CT 06040 37. Steven P. and Diane M. Kuzmeski 134 Croft Drive Manchester, CT 06040 38. Ms. Jane Zerio 142 Croft Drive Manchester, CT 06040 39. Peter and Helen 0. Tkacuk 150 Croft Drive Manchester, CT 06040 40. Ryan S. and Kimberly H. James 160 Croft Drive Manchester, CT 06040 41. Town of Manchester re: 1381 Pleasant Valley Road and RO67A, Pleasant Valley Road, South Windsor 41 Center Street Manchester, CT 06040 5 42. Mr. Richard P. Hayes 1481 Pleasant Valley Road Manchester, CT 06040 43. Exxon Corporation 1527 Pleasant Valley Road Manchester, CT 06040 44. Manchester I-84 Associates Re: 472 Buckland Drive, Cent. 4875 on Buckland Rd. , South Windsor, and Lots 31, 86, 251, 390, 406, 408, 410, 412, 414, 420, 427, 429, 450, 472 Buckland Hills Drive, Manchester 472 Buckland Hills Drive Manchester, CT 06040 45. Barbara R. and Gurrie Fandozzi 358 Buckland Street Manchester, CT 06040 46. Home Depot USA, Inc. 80 Buckland Hills Drive Manchester, CT 06040 47. Mr. Marc Jean Jacques Clark Realty 68 Ellington Road South Windsor, CT 06074 48. Buckland Hills Development Partnership 65 Dewitch Road Bristol, CT 06101 49. Town of Manchester 41 Center Street Manchester, CT 06040 50. State of Connecticut Department of Transportation 51. J.C. Penney Company, Inc. 1339 Tolland Turnpike Manchester, CT 06040 Updike, Kelly & Spellacy, P.C. Counselors at Law Barbara C.Wagner One State Street,P O Box 231277 Hartford(203)548-2635 Hartford,Connecticut 06123-1277 Telephone(203)548-2600 Facsimile (203)548-2680 One Century Tower,265 Church St. New Haven,Connecticut 06510-7002 Telephone(203)787-9007 Facsimile (203)772-2037 October 5, 1992 VIA HAND DELIVERY Mr.John McCahill Inland Wetlands Officer 1540 Sullivan Avenue South Windsor,CT 06074 RE: Plaza at Buckland Hills Dear John: Attached hereto please find a copy of the form notice letter which was sent to the abutting land owners, and a list of the land owners, as required. Very truly yours, BARBARA C. WAGNER BCW/ks Enclosure CLOSE, JENSEN & MILLER, P.C. 1137 Silas Deane Highway WETHERSFIELD, CONNECTICUT 06109-4201 DATE JOB NO. Phone (203) 563-93756+ j_ ATTENTI N __\ t h V RE TO ` , D L.L/�//71 W-: GENTLEMEN: South Windsor WE ARE SENDING YOU '6 tached ❑ Under separate cover via INLAND wET�LANDS A[;Entbvffollowing items: C?NSERl es p VATION COT!A SI nts Ian ❑ amp e cations 0 Shop drawings A Pri ❑ Copy of letter ❑ Change order COPIES DATE NO. DESCRIPTION • y At, Y/ or, • 1E. 1/V'S r�1_>. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval or your use ❑ Approved as noted ❑ Submit copies for distribution s requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: CO VG4 61.,a If enclosures are not as noted, kindly notify us at once. PLANNING DEPARTMENT IN—HOUSE REFERRAL FORM 13 0 Cr, 9 Z TO: Jerry Iazzetta, Town Engineer FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer � .. The Inland Wetlands Agency/Conservation Commission has received plans for the follow project: 09'euls6- 0P LAtO S W�Qe,tsau� t oGs Zone D Acreage S(' Subdivision Site Plan X Residential Number of lots/units Commercial X Industrial Location CA2NCR Or Sf^=TN ST. go . 43uCKL4,AJ.Q (�0 AW10 IPL%EAJA'VT VALLEY R0 Project Description see- pc ws Zoning/Wetlands Enforcement Officer's comments : AS %?ov Kry o w� Tl+rs y4v+j G�C"yv J G M zT TL"1� FU tc �9N '= W A C C tPC'7RI"T-?' . THr.3e' iRr*VT3fV PLOOS I�*vr Qf*LrrU S "r'0 1W o<c j#4iw a ?v COM,4 64)T1 W f""V e M 1140 6 . I:' g<<t��E ,✓v L.) itw o pz C1'G If l�EC ETwey .00zsz-Viv REQ.tj fir:� U A7EO C 0 M M ti-AMS . Please let me know by ) L 0 G.T: 5 Z if you will have comments on this application so that I can follow up with your department when I do a Inland Wetlands Agency/Conservation Commission report. 1�•13-9Z . Attorney Barbara Wagner Page Two Application #91-15W I�E: 9 Z- 31w) Qi4+�+ �" �c g,,cruMro WAIS Tµzs tS A Cmlft OF TtilrF 8 . A note shall be included on nSthe f., Ptis r A& ovAL l..-Trf e only such portions of the graded as are immediately necessa: filling operation. In such areas F.q. e4-c . • be temporarily stabilized within . work within such portions . Permai measures will be implemented as s, 9 . If the developer is able to obtaLL to construct and maintain a piped system from the property through the adjacent residential properties on the north to tie into the existing pipe crossing of Smith Street, the developer must convert the stilling basin to a detention basin and enlarge it to a size which will provide an outflow that will result in the height of the headwater at the low point "of said residential properties being equal to . or less than the existing headwater elevation on the inlet side of the Smith Street culvert. The developer shall submit a final, design plan subject to the satisfaction of the Town, which plan will be for a piped system as shown on, or similar to, the plan entitled ' Buckland Hills Stormwater Alternate" modified as necessary such that the stormwater discharges from the site are piped directly into the detention basin. 10 . If the developer is unable to obtain the necessary easements to construct and maintain the piped system, the stilling basin will be installed as shown on the plans that were submitted (revision dated 7/15/91) representing an increase of the surface area of the stilling basin by 25% . Very truly yours, Elizabeth A. Warren, Chairman, IWA/CC I EAW/pmm EA Jerry C. Iazzetta, Town 'Engineer of Planning Marcia A.Banach, Director Planning & Zoning Commission 5 1 L l G ' e S-0� '�1rV • � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 July 16, 1991 Attorney Barbara C. Wagner Updike, Kelly & Spellacy, P.C. One State Street OLO f- Hartford, CT 06103 FYX Dear Attorney Wagner: Re: Application #91-15W - Plaza at Buckland Hills At the. July 15, 1991 meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions Application #91-15W - IWA/CC permit for the grading associated with the construction of a retail development on property located between Smith Street, Wheeler Road, Buckland Road and Pleasant Valley Road (in Manchester and South Windsor) , DC zone; as shown on plans prepared by Close, Jensen & Miller, dated August 31, 1989 as revised (latest revision date 7/15/91 ) , and alternate to sheet 4A as revised on 7/3/.91, "Added piped drain to-Smith Street. " Z '? 1 . Two blueprint copies of the entire set of final 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. 2. Construction activities shall be subject to the approval of the Town Engineer. 3 . The applicant shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . The permit is valid for three years and shall expire on July 15, 1994 . 5 . All approvals required must be obtained and submitted prior to any activity on the site. 6 . A contact person shall be identified directly on the final plans 7 . We recommend a bond in the amount of $10,000.00 to be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures . CLOSE, JENSEN & MILLER,s P.C. LETTER (IF URQRSA0UUkL 1137 Silas Deane Highway WETHERSFIELD, CONNECTICUT 06109-4201 Phone (203) 563.9375 DATE �6 JOB NO. ATTENTION_ _ ern, _Q • RE TO % OCA4 c-tjf^60r Coti h 0 6 07d GENTLEMEN: WE ARE SENDING YOU IC Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order �" �.�-c o °� ��► Io n COPIES DATE NO. DESCRIPTION It o-6ek o-+,► OFF on C_j(Y.f•-IC Sv wt v►,a,r Z 4''4 C OA41 ED rn t #P l Fv IwcL con ,n o �f i� 7 w•� �C u�l t S %-*J 1 6 F` �9 THESE ARE TRANSMITTED as checked below: c� For approval ❑ Approved as submitted ❑ Resubmit pies for appro ❑ For your use ❑ Approved as noted ❑ Submit cop` o U i ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS rrrcl, 2e-yf plus hwo��DraAI Lomw,Aw�s from Hvu, w",- 'Toh _ �•Jl �` � l h rat �K >2 K�. a T W�t>�. r..t r_N4 r cCsill LQ1-_k h a C4 rat 4— up- -�o h 0.V_e 'c ti J h Me. ea.k ' w cYwj-'s 4-o COPY TO SIGNED: G!,�4 C.-M ryy pry. It enclosures are not as noted, kindly notify us at once. STATE OF CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER MANAGEMENT INLAND WATER RESOURCES DIVISION April 18, 1991 Terri Nebraska Close, Jensen and Miller, P.C. 1137 Silas Deane Highway Wethersfield, CT 06109-4201 RE: Plaza at Buckland Hills Manchester, CT Dear Ms. Nebraska: The plans and information provided with your April 16, 1991 letter in reference to the above noted project have been reviewed. Based upon the information provided, it has been determined that the proposed stormwater drainage system will not require a water diversion permit. Section 22a-377 (b) -l(a) (13) of the Regulations of State Agencies provides an exemption for the collection or impoundment of stormwater runoff from a watershed area of less than 100 acres. If you have any questions, please do not hesitate to call Bob Gilmore of the Inland Water Resources Division staff at 566-7160. Sincerely, Denis Cunning m Assistant Director DC:BMG Phone: 165 Capitol Avenue • Hartford, Connecticut 06106 An Equal Opportunity Employer db M- E -to Z Q 2s1•�.P Z� P�-P E1�.� 2 . 7 D 2 i ,-� : 1 ZI �-. i I Z 2514 1ZZ1 r D 1ZZ1Z C0 10 a5 � 3ziZ �ZZ'y Z� m } �, tzz i 4u 11 40,g IZZ �Z 33� t , WS�� t Z3.3 43,E �o oo O �.. ' i oo m i ' O Close, Jensen do41"ller, P. C. 000"I qL E T.... �l Z•�A-... �. SHEET NO..........OF........ . . . BY....T .......DATE..�•��•s•1. SUBJ C CHKD. BY...........DATE......... ........��.I I. JOB NO . ...... ....... .. ........ . ................................... .5~ Anywe r �O Go m wr�✓11 vs��� �-+v h_ - u S t h /r s �hwh �w,�ro�rn�. ►�-�¢c S A%- 9 � 1 �L. now A464 )L A.051 . _ . ... .. . ....-... Ploe r-- ,x=>-i7->0-5 dI L.AA.O^ -? r-d el owl 1750 d --4 ljj�=10 ........... 55 4000 W z 50 J 3000 0 d 45 2000 4 1000 35 900 800 W 30 z 6 ` a i 0 � W z PAVED z 26 4 o."b 0 W 300 0.80 W 0.70 W 20 [!OI 0.60 M z 200 0.1 W v z d ~ POOR !! �. C ��` O IL SURFA � 0.35 z M 15 �0 AVERAGE C[A 0.30 1.0SURF ly 0 1- 70 DENSE •RA! O•= 0 _ z 60 fir= swoop .0 W .� 50 0.0 d 40 11 O 30 9 8 20 T 6 • z 5 10 J � 0 EXAMPLE �S� EXAMPLE A LENGTH: 700 FEET LENGTH: 100 FEET DENSE GRASS PAVED SLOPE:1.0 % SLOPE: 6.0% TIME: 10 MINUTES ' TIME: 13 1/1, MINUTES TOWN OF SOUTH WINDSOR NOMOGRAPH FOR DET MNNG ArrRovEo STANDARD DETAIL TIME OF CONCENTRATION 3) JANUARYl 1991 Rtvlstos ruoe,so WWRODMSCTOR U If OF SOUTH WINDSOR ,OOLIC IMPROVEMENT SPECIFICATIONS c. Runoff coefficient, "C" , for different classes of surfaces to be used in the rational formula. Rolling 2$ Hilly Surface Flat to 10% Over 10$ Pavement & Roofs 0.90 0.90 0.90 Drives & Walks 0.90 0.90 0.90 Gravel Pavement 0.90 0.90 0.90 Cultivated Land Clay & Loam 0.50 0.55 0.60 Cultivated Land Sand & Gravel 0. 25 0.30 0.35 Woodlands & Forests 0. 10 0.15 0.20 Meadows & Pasture- land 0. 25 0_. 30_ 0 35. C A"'Om - a�-cam A weighted runoff coefficient shoube derived. axed on the above values for "C" . Z.3.7 Detention Basin . Purpose of a detention basin is to store peak storm runoff and release this stored water at a controlled rate. Detention dams will be designed with an emergency spillway to direct overflow safely over the dam when storms exceed the design storage capacity. Spillway and detention basin will * be designed to be consistent with South Windsor Flood Management Plan (1991) . Release rate will be equivalent to what existed before development took place and shall be capable of reducing peak flow for storms with return frequencies of 21 10, 25 and 100 years after development to what the runoff would be before development occurred for a rainfall of 24 hour duration, Type I.II distribution and antecedent moisture condition II (TR-20) . The procedure for computing the outflow from detention areas shall consist of the development of synthetic hydrographs and routing of these hydrographs through the detention basin. If a significant amount of runoff (as determined by the Town Engineer) is not controlled by the on site detention, a composite hydrograph will be required, correlating the outflow from the detention structure and the uncontrolled runoff. �y 1991 -23- Figure 9-2 - Values of Runoff Coefficient (C) _ for Rational Formula Land use C land use C Business: awns: Downtown areas 0.70-0.95 -""3�n 'y soil. flat, 21 0.05-O.10 Neighborhood areas 0.50-0.70 Sandy soil, average, - % 0.1 .1 Sandy soil, steep, 7Y 0.1S-0.20 Residential: Heavy soil, flat, 2% 0.13-0.17 Single-family areas 0.3440 Heavy soil, average, 2-7% 0.18-0.22 Multi units, detached 0.40-0.60 Heavy soil, steep, 7 t 0.25-0.35 Multi units, attached 0.60-0.75 Suburban 0.25-0.40 Agricultural land: 'Bare packed soil Industrial: Smooth 0.30-0.60 Light areas O.SO-0.80 Rough 0.20-0.SO Heavy areas 0.60-0.90 Cultivated rows - Heavy soil no crop 0.30-0.60 Parks, cemeteries 0.10-0.2S Heavy soil with crop 0.20-0.SO Sandy soil no crop 0.20-0.40 Playgrounds 0.20-0.35 Pasture soil with crop 0.10-0.25 Railroad yard areas 0.20-0.40 Heavy soil O.iS-0.45 Sandy soil 0,05.0.25 Unimproved areas 0.10-0.30 Woodlands _ 0.05-0.2W , Streets: Asphaltic 0.70-0.95 Concrete 0.80-0.95 Brick 0.70-0.85 Drives and walks 0.75-0.85 t Roofs 0.75-0.95 Note: The designer must use Judgement-to select the appropriate C value within the range. Generally, larger areas with permeable soils, flat slopes and dense vegetation should have lowest (C) values. Smaller areas with dense soils, moderate to steep slopes, and sparce' vegetation should be assigned highest (C) values. Source: Virginia Erosion and Sediment Control Handbook, 1980. Virginia Soil and Water Conservation Commission. 9-4 UPDIKE KELLY&SPELLACY TEL No . 1-203-548-2687 Oct 2 ,92 16 :01 No .005 P .01 Aw Kelly � spe'llac�y,, -. � 1�;sx 231�711 . ; ll�u•Statc St�ce:t. f'�3 tiaritc,�A,connecttcutoG123.1777 't'rlcl)ttonc(203)548-2G00 • `•rug 1�A1..9tIs31tC (��t}.�t�i/1t3.1it. one Ccl+tulY "Cl.t ?.tt;r Ctiut�:t�:it. ,,„necttcut oG510 7W Z•tt�1►}rn��e f 1031777-900-1 `L-� Edto-imi a tom-l �I�LCOPYFR RAN^SMXSST aN-VER SKEET T I14F t TO. --- -- F ZtOM: _ • �' /',..ram-,� ..-4r.-�- •iA�7�yt i► � 11 A**46��r+i•i•f•A�*��'�r•k ���e�i+C���f��**ti�#*♦r��♦,���� � (INCLUj)jN(-'. TH 15 COVER SHEET) NO- OF PAGES:_ . . .�- •• ��� is tt.ot 3.cgiblo, F1��tfie GotttaCt Ii any cif t)iis transml ssi immed�.at�ly• �, at (203) 548- 2600 CONTAINS 'I�1" DO�:tlNiLt�'I' ACCOMI'ANY INN THIS TLLEcorY TPJ%N spELLACY, P.C. WHICH 7. ]�'1'l:C)N FROM 'I'13F LI.W FIRM OI� UI'L�TKL r �FtL,L�riFOR�TTc�I1 IS INTirNtsi:t) INFORMATION IS CoNvIDENTIAI, AND LEGALLY: I�1Sf)AT.•EUROENTI'1'Y NAMED ON THIS YOU 1�itl: nN1.Y l•'t)1t THE USE O}• 'ItiF IIvD „Tti�3UTIC)N, OR TiIL -r _�NF.L'X'• IF YOU AJ(Z NOT TIiF 1tdTL•%Nn 7I S�j�lf3tJT 1v UTSC;L,OStiFtF, c opyiNG, i > 141"11e(rY NC�'I I IED THAT ANY RELIANCE TtE TIjR CONTENT: O THIS `i'FI-F-Co! TI"t) TA1C S Nt:; Ur~ AIRY ACTION 7�` .t, PROHIBITED BITER A14D 'i'NA`I' T�iL•' t}UC:IJMLN'I YOU 14ANIr 1�t:. IN1�C)1tl�lA'i'TC3N I:� SIRIC1IN F !.N '1'I�1`i R GARDr IF itETURNF.D '1.'C) '1'}{I.S FIRM IMML'FRR'URLY . S By T}:;T.,fi!'IIOi1F fLL:c:F.1vF.ia �`lii�� '1'r I�L;C:C}1'Y" IN F'LF1�SL•: NOTIFY U c�Rir.,iNltT.. ., , . ) 'I'liA`I' IMF. (.`71N ARRANGE I"OR '1'Iii�: tZF.TUitt�t OF '!`1tr, 1 DI AiF.+.Y S� !)<:>t:iJMt:N'l,:% 'I`C) US A'1' Nt�l C�)SR, rj+O YpU- UPDIKE KELLY&SPELLACY TEL No . 1-203-548-2687 Oct 2 ,92 16 :01 No .005 P .02 • Updike, KcIly & SpellG�.�. y, P.C. G��illtise�le,,r�; at Law F3arhrre C.Wx};nor One Shier•t>1rt•r,1. 11 Q Box 23 12"I'l 11arlfc)id ('l(};il:i48 26:irr li:erfurcl.l'eti».rlic e ( 06123.1277 T lrl,lu„u (2U31:iiE{'�G()�") i,ne•riivile, (203)b4ti-25130 out,ct-wury'vowex.1,G5 '+1, Nt•%v fimvesi (:rionc-owisi 067)10.7002 ,r le•bent'(2031 787 9007 1'•:irz:,JnW(- (203) 772.2037 October 2, 1992 VlA'1 .j.EC�pIL<`g 644-37R1 Mr.J Ohn McCahil! Inland WCtlands Officer 1540 Sullivan Avenue South Windsor, CT 06074 RE: Plaza at Buckland Hills Dear John: Attached hereto please find a copy of responsCS to comments on Application No. 9'l-31W to he 1WA CC;dated September 27, 1992. If you bavv, any questions regurding the attached,please call me. If not, I will see you Monday night. Very truly yours, BARBARA C.'. WAC_;N1?R Enclosure UPDIKE KELLY&SPELLACY TEL No . 1-203-548-2687 Oct 2 ,92 16 :01 No .005 P .03 i©.oe ,i132 15.04 20 IL-11.802 M i LLtk r' s PLAZA AT DUCKIAND MILLS RESPONSES TO COMMENTS ON APPLICATION NO,92.37W TO THE IWA/CC FROM JOHN E,McCA11ILL,ZONING ENFORCEMENT OFFICER September 27,1992 1. Requires no response, Z. Issue of watercourse has been discussed before, Town wetland map shows a watercourse in the northeasterly portion of the site,therefore,a regulated activity is indicated in this area. 3. The new plans do not propose a different concept for handling runoff. In keeping with the stipulated concept plan which was approved by South Windsor, some modifications hava been inti uuuced In the new plan: A. The stilling basin previously appruvcd has been shifted slightly west to allow room for a future drive into the Flex-tech area. B. Undscaped berms have been added for visual screening of the site, O. Grading limits have been extended to provide material needed for filling operations elsewhere.on the site. The resultant ground elevations are in line with design elevations for the stipulated concept plan, D. The extended grading allows for the installation of one temporary sedimentation/detention basin in the southeast vnrnpr to control sediment during grading operutions and provide detention of storm water runoff due to the increase in area draining to this point. 4. Requires no response. s. UK&S is taking cadre of notification to abutters. b. The stilling basin wil.1 be lined with ri rsp to prevent erosion. The actual, ilayer of Enfield soil varies between lg •30 deep. The stgng basin will be excavated below this depth into subsoils consisting of coarse sand and gflivel,which are less prone to erosion. 7. The grading o oration will bs in phase with tho building operation. Disturbance of areas far fill initterial w1H to the cxtrnt required for building purposes. The phasing of individual buildings is not known at this time, P . P $ 8. Suil Scientist Rcpuc t is a i inched. (dated May 9, 1991 from Bruce Laskey) UPDiKE KELLY&SPELLAOY TEL No . 1-203-548-2687 Oct 2 ,92 16 :C1 No .005 P .04- ! it�_..c{' 2C37211UO;-' C!C5E,JENSEN & MILl.rR r•"�� .992 15:0�� 9. The sue of the stilling basin will be correeted on Sheet I of 31, Approval letter will also be removed. 10. Areas where trees are to remain will be clarified on the grading plans, 11. Thu sedimentation/detention basin shown on meet 23 of 31 will also be shown on Sheet 7 of 31. with the appropriate erosion and sedimentation control measures. The CPEP culvert end is used because CPV pipe is boui l used. This Is a less expensive, temporary installation that will be removed once the basin is relxated to a permanent position based on the stipulated concept plan, 12. Boring loip will be provided. L.ngs indicate generally very deop water table with many cases no water encountered at depths greater than 20 feet. 13, nz outlet associated with C.B. #37 will be realigned to discharge towards the basin. Grades show the ot:tle:t associated with CB, #39 will earry'water towards the proposed swra,lo as they ate shown.' 14. Requires no responsc. UPDIKE KELLY&SPELLACY TEL No . 1-203-548-2687 Oct 2 ,9..:' 16 :01 No .005 P .05 10-G'c= t�9t 1ti:0Ei •iu'5 621 1=2 CL05E.,JFN5EN & MILLER PLAZA AT BUCKLAND HILLS RESPONSES To COMMENTS mom JERRY IAZZMA TO JOHN McCARILL September 23,1992 I. The proposed storm water discharges onto the property in South Windsor assimilates the pre. development conditions. As stipulated on the approval for the prevlous' application, a pipe system will b®utilized if easements can be obtained from property owners on Smith Street. 2. The grading of the"unimproved land"does divert water from one watershed to another but the temporary sedimentation/detention basin controls any increase in flow to the area to which runoff w be directed, The greding excavation is necessary for the fill o efations elsewhere on the site and is in line with they stipulated plan approved for the ovcr&U site 3a. On sheet 4 of 31, the stilling basin,.is the de ression proposed in South Windsor, north of Service.Merchandise and Filines Basement. We stilling basin will be labeled accordin and riprap Laing will be indicate so that the plans are consistent with the detail on Shoot 27 0A 1. 3b. The temporary sedimentationjdeteution basin is shown on sheet 22 of 31. For sedimentation purposes, the basin is required until the disturbed area which drains to the basin is fully stabilized, The detention function of the basin will control outlet flows to existing levels. The basin is laWed temporary because relor.ation of the basin may be required to aceommodate ultimate development in this area as stipulated on the approved concept plan. 4, The pre-development and post-development calucalted flow.i are included in the stihmitted "Erosion and Sedimentation Control Statement" in Appendix B, The summary will be clarified to show flows to culverts on the south side of Smith Street. S. The"V value used(C*0.3)is conservative for this area, A higher"C"could have been used for the existing cultivated atia (SCS values range from 0.3 • 0.6 for heavy soil, no crop Uri agricultural land)and a lower C"value for the flat proposed grass area (SCS values ran a from 0,13 -0.17 for town with flat heavy suns). This would result in a smaller detention basin than provided. However, we will use coefficients required by the Town and modify size of basin if required. 6. Inverts and top of frame elevatiuns arc provldcd on Slaw 3 of 31, Profiles will be provided its requested. 7. The specified seeding mixtures for disturbed areas shall serve as the permanent stabilization measure until each Area is developed at some future timo, in line with approved stipulated concept plan. Erosion and Sedimentation Plan allows 1.4 days prior to seeding. S. A note requiring town line monuments to be protected during construction will be added to the plans. 9. if the proposed grading impacts those structures on Sheets 6& 9,they will be removed prior to grading operations and a note to that effect will be added to the plans. UPDIKE KELLY&SPELLACY TEL No . 1-20'3-548-2687 Oct 2 ,92 16 :01 No .005 P .06 10-C. .1992 IS:07 203'12 11 M? ULU5t,JtNStN & M 1 LLtH :.LY'&SPELLACY TEL NO . 1-203-548-267 7�Sd May 10 ,91 1 Q = 16 N0 .0131 F' UA tZ � R�r:EPr�US� 7 PROJECT! INC M i ara at au4k1 er+d Ili 1 l s, QUtk i4mu St . , Manch..vter j 10i►ut11 Vtn49.+s' t 0T. 94 t'k i na sequence of wel l oad 0004ir i e s N/A 9 1 YVPa' "l 01*pth Yp I COPth TO 1 0e0th To Sre•onal I • 9id�acM M.�an sviT-'e , t 1 i+ �1_ 6_droc _.1 Nth wets P teb i• If n so f 1 unCt No w*%Isnd $011 type! 1auA0 on tho property *itw. I No"WeTLaAND t t f 1 ,, � �►6 is•' � i 1�'' j np`t!+ . I 1 I I (Mr) morrimat .�+jGl" l .+60'' l �� t nor��+ t (Mti) NonchaotvrirG" I �00'' �: " ( � �.r�d tNn) NinS9rtt 1 �S•)loll I I i I - If toffiment si. There are no waver aout'see touno ors the or•voevvy site . t y411 doveriplionf baoin go page �. I S UPDIKE KELLY&SPELLACY TEL No . 1-203-548-2687 Oct 2 ,92 16 :01 No .005 P .07 15:0b ?037211802 CLOSE,JENSUN T MILLER r.0o ,� r�.•SI`tLLHL Y ILL N0 . 1-..'U,�-!>4d-2678 May 1 a ,91 1 a : 1$ No .G i Y F ,()" . ' 'U3 1�:38 ts'sif Os6 TZ34 i� � R�CCrT��13A t�UOZ�C�3 N 0 BOADHEAST SOILS, INCIF it NOR H111 IROA0 10 CtIR«tIASO 00 NB= VT 66410 ' TfVtN010 ur�f tii•!1M May p, ogt � V �pti riO• r, • Igo v#-MANC MAY 1 Q 1991 ll�lvin SSfilgn 4 Asi4Glntssl ZnC• Hertchsnts Plata , F ,o$ boar tQs3 ALVIN S!Nlati b AS$OC., ING. Indianapolis, Iq t.A201 WNSTAUVION DEPAR1MtHT PrloJECT LOCAY14Mt The phis at SUCkland M11lS, euCklBend St • , Marlvlcs►tller/South Windsor, COnnrGtf aut, bOxl RSfidRT ' Yn tonavo0no the field inybuLtydtlOros rnsny yoit t♦arinys Ms t t�tktn in which the 3o11 Gwsattna notes sRasohstlsoSltuhl M0litu�`e condition pr�opq 0s e • ThfY al•e as f o.ilc� br tht pf'±Rensb of fr•aa .rr1l�t' d" twtf s • r�e also Actod. Tho rhnartag soil prof4lo. thiaknesr,, 49104 ind ti+it shown on the Arfi t NAp ar: cal lec soil Map vnits s ,omo meU unixy aro read! UP Of Oha kind of vu l l % oth!r'! 01•4 111140 Up 0{ two Or fnc+r'a k i nd e: Of jail 1 and a few have 1 t the or no Nail matert of lit �t t . t't,•.. inf01'rt3tton in this report is Diild on exVmjnA%j0A 6Aj Ihtt1'Dretatio�n of soils to a maximuar ovNtti of abvvt 60 jAehis, Tht alaioaifiGa<t;on o.f trio National eVOperative soil survey, V110h, soil canefr'vexlon Orv{c• and th• Ct+unty $oft 1.*V an4 wore u1114d In this invastication. tnsptt;tioan deter f4oY s , floc wapi Property mar 909101 bV Co�ta�rs r s i se of pr•o f#e i s N/A Vat toad 9011 r field marked Ear purrtYr NONt EOUNO Honvatlsnd tv1ls field ieontifiad ind Iketch Ml soil Condition• at the tiMk Qf survey: MOIST Property l i nta field surveyed at the tint"cTir Doi ) props,'♦t 1iMnsr ldentifieblos YE5 Va9Cta` *I% •yp* v/`l on0 :1 M Vsgoxa=ion tvroe nowrtlande; GUty;VAreo e1 91-2 N0RTHCh6T SOIL I ' PruCt Z'r t+1ekev toll colamtiat r� PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Jerry Iazzetta, Town Engineer John E. McCahill, Zoning/Wetlands Enforcement FROM: ` Officer . The Inland Wetlands Agency/Conservation Commission has received plans for the follow project: - Zone C Acreage S� Subdivision Site Plan ' Residential Number of lots/units Commercial � Industrial Location CcPLfvc-�Z 0 F S ISH sr . urtfc"c:L�-n R,0_ B�cKcA.v�o (�d POVO PL6g5eihlT LI tLLC'Z Yq O Project Description ! Zoning/Wetlands Enforcement Officer's comments: .T"-0 "AS GEEN zwA 1U- P-9n'cLT- PL-6,406 2tJT&V &NO ,o2uOAIZZ A,,'J1` Cowoerr►S /CoNcCzNs `l0� m4y Tte QRoPoSEp pQ�✓v�C�E ETC QCLt�aJ� 1'1PPL. �t 1 - 1Svv� i�N'f�q'CZ�E(`; ScHc10U1.rP f=o2 ~ft��' OCTZ�C3i-�2 Sr`� $CstN�JA SEPT. Please let me know by __Zg , )q�jZ if you will have comments on this application so that I can follow up with your d when I do a Inland Wetlands Agency/Conservation Commi report. S ep MEMORANDUM October 19, 1992 TO: John E. McCahill, Zoning/Wetland Enforcement Officer FROM: Jerry C. Iazzetta, Town Engineer RE: Plaza at Buckland Hills We have reviewed the revised drawings dated 10-9-92 for the proposed Plaza at Buckland Hills and have the following comments: 1. The proposed grading on the "unimproved land" diverts storm water from one water shed to another. The only purpose of this large excavation is to provide fill for the improved areas . 2. The note "Only such portions of the South Windsor site will be graded as are immediately necessary to complete imminent filling operation" is shown on sheets 6 & 7 . Applicant should show the grading necessary for the "immenent filling operation" . 3 . Sheet 7 shows a Temporary Sedimentation/Detention Basin. a. Why is this temporary and for how long? b. Note "Pervious Berm (See Detail) " should indicate the detail is on sheet 22 . C. The Pervious Berm note is shown such that the wall of the basin is the pervious berm. Is this true? d. A cross section taken thru the outlet of the basin should be shown to clarify the construction in this area. e. CPEP pipe is indicated. What is the proper name of this pipe? Town standards allow for smooth wall corrugated plastic pipe similar to ADSN12 . f . Concrete flared end should be used and a detail provided. g. Town standard is for 15" diameter pipe as a minimum. 4 . Sheet 22 - Detail of Pervious Berm should indicate the height above basin bottom. 5 . The proposed storm water discharges onto property in South Windsor is not acceptable. However, that as proposed on sheet 4A may be acceptable if calculations for this are provided and reviewed. John McCahill Re: Plaza at Buckland Hills Page 2 . 6 . Sheet 4 shows a riprap swale outletting from the proposed stilling basin. A detail should be provided showing the cross section. 7 . Structure shown on sheet 9 should be shown as "to be removed" as the grading for the berm will necessitate its removal. The barn should be removed from the site. JCl/jsv cc: Michael J. Gantick, Director of Public Works ......... "... .. tow" S N GO T_0�� Oles ?dzr� s w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 gl�osoR•co� AREA CODE 203/644-2511 October 19, 1992 TO: Elizabeth A. Warren, Chairman, IWA/CC FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer C Re: Application #92-37W, Plaza at Buckland Hills Please accept this as a follow-up to my letter dated September 27, 1992 . Consideration has been given to documents, correspondence, and plans submitted up to this date. IF APPROVAL IS CONSIDERED, SUGGESTED APPROVAL CONDITIONS INCLUDE: 1 . As agreed on by the applicant's representative during the presentation, upon approval/settlement by all local Boards and Commissions, the granting of this permit shall make application #91-15W an invalid permit. 2 . The plans, as submitted, will allow a significant number of acres to be graded and exposed at one time. To reduce erosion potential, the site shall be developed in phases . The phasing shall be clearly identified on the plans . 3 . If the developer is able to obtain the necessary easements to construct and maintain a piped system from the property through the adjacent residential properties on the north to tie into the existing pipe crossing of Smith Street, the developer must convert the stilling basin to a detention basin and enlarge it to a size which will provide an outflow that will result in the height of the headwater at the low point of said residential properties being equal to or less than the existing headwater elevation on the inlet side of the Smith Street culvert. The developer shall submit a final design plan subject to the satisfaction of the Town, which plan will be for a piped system as shown on, or similar to, the Engineering Plan "Alternate" (sheet 4A, revised 10/9/92) modified as necessary such that the stormwater discharges from the site are piped directly into the detention basin. 4 . The attached October 19, 1992 comments from Jerry C. Iazzetta, Town Engineer shall be addressed and appropriate changes, with regard to these comments, shall be made to the final plans. r RESPONSES TO COMMENTS FROM JERRY Q IAZETTA,TOWN ENGINEER Dated: October 19,1992 1. No response required. 2. A note stating"Only portions of the South Windsor site, not exceeding S acres, will be brad14 disturbed or otherwise exposed at any one time. Disturbed portions will be stabilized within 14 days after cessation of work within such portions",has been added to Sheets 3,416-8, 19 and 21- 24 of 31. 3. a. The temporary sedimentation/detention basin is shown on Sheet 22 of 31. For sedimentation purposes, the basin is required until the disturbed area which drains to the basin is frilly stabilized. The detention function of the basin will control outlet flows to existing levels. The basin is labeled temporary because relocation of the basin may be required to accommodate ultimate development in this area stipulated on the approved concept plan. A sedimentation basin is required to conform with the DEP's General Permit for the Discharge of Storm Water and Dewatering Wastewaters From Construction Activities. b. The note has been revised to indicate that the detail for the pervious berm is on Sheet 22. c. The pervious berm is not the wall of the basin. The leader line has been redrawn to indicate the location of the pervious berm. d. A cross section taken thru the outlet of the basin is shown on Sheet 22 of 31. e. CPEP is corrugated polyethylene ppipe. This is the"generic"description of ADS-N12. Also, see Sheet 3 of 31,General Notes#20 f. 12"CPEP Flared End revised to 15"RCCE. See cross section on Sheet 22 of 31. g. 12"CPEP revised to 15"RCP. 4. The height of the pervious berm varies as the bottom elevation of the Temporary Sedimentation/Detention Basin varies. The elevation of the bottom of the basin given the top elevation of 134.0, will determine the height of the pervious berm. The maximum height is 3 feet. S. So noted. 6. See detail on Sheet 27 of 31 for riprap lining detail. 7. The note,"To be removed by others",has been added to Sheet 9 of 31. v! NN. 06074 a � � SOCe UTH WINDSOR. CO s 1540 SULLIVAN AVENUE AREA CODE 203/644-2511 October 20, 1992 CERTIFIED MAIL Downeast Associates Limited Partnership c/o Attorney Barbara C. Wagner Updike, Kelly & Spellacy,, Suite 2400 One State Street Hartford, CT 06123 Dear Attorney Wagner: Re: Application #92-37W, Plaza at Buckland Hills At the October 19, 1992 regular me with conditions Application the Inland Wetlands Agency/Conservation Commmission approved C permit for the construction of a drainag�ee aleast #92-37W - IWA/C p property located west of Buckland Road, south goad,1DC zone as shown prop Y of Wheeler Road, and north of Pleasant Millereydated August 31, 1989 on plans prepared by Closer Jens is subject to the and revised through October 9, 1992. This approval following conditions: 1 . Two blueprint copies of the entire set of final plans and this to letter reproduced thereon, must be submittehin d da shis approval Commission. This must be completed on thesite.y prior to any construction activity 2. construct ion activities shall be subject to the approval of the Town -Engineer. shall in and hold harmless the Town of 3. The applicant tom south Windsor against any liability which might resu t the proposed operation or use. it is valid for three years and shall expire on 4 . The perm October 191 1995. 1. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6 . A contact perso n shall be identified directly on the final plans. . r f John McCahill Re: Plaza at Buckland Hills Page 2. 6 . Sheet 4 shows a riprap swale outletting from the proposed stilling basin. A detail should be provided showing the cross section. 7 . Structure shown on sheet 9 should be shown as "to be removed" as the grading for the berm will necessitate its removal. The barn should be removed from the site. JCl/Jsv cc: Michael J. Gantick, Director of Public Works RESPONSES TO LETTER FROM TOWN OF SOUTH WINDSOR INLAND WETLAND AGENCY/CONSERVATION COMMISSION ELIZABETH A.WARREN,CHAIRMAN Dated: October 20,1992 6. Sheet 1 of 31 - Contact person is Barbara Wagner of Updike, Kelly and Spellacy, (203)548-2635. 9. See General Note#29 on Sheet 3 of 31. Note added on Sheets 4, 6,7, 8, 19,21,22,23,24 of 31. 11 Responses to Jerry Iazetta's comments are attached. 12. See General Note#30 on Sheet 3 of 31. Note added on Sheet#7 of 31. 13. See note added on Sheet 7 of 31. Updike, Kelly & Spellacy, P.C. Counselors at Law Barbara C.Wagner One State Street,P O Box 231277 Hartford(203)548-2635 Hartford,Connecticut 06123-1277 Telephone(203)548-2600 Facsimile (203)548-2680 One Century Tower,265 Church St. New Haven,Connecticut 06510-7002 Telephone(203)787-9007 Facsimile (203)772-2037 November 19, 1992 Mr. John McCahill Inland Wetlands Officer 1540 Sullivan Avenue NOV 24 1992 South Windsor, CT 06074 RE: Plaza at Buckland Hills South Windsor Application #92-37W-IWA CC Permit INLAND WETLANDS AGENCY/ PP CONSERVATION COMMISSION Dear John: As required pursuant to our approval granted on October 19th, enclosed please find two (2) sets of revised plans and a narrative in response to the various comments. Very truly yours, 1ARBARA C. WAGNER BCW/ks Enclosures RESPONSES TO COMMENTS FROM JERRY C. IAZETTA, TOWN ENGINEER Dated: December 10, 1992 2. Note added to Sheets 19 and 21-24 of 31. 3b. Note added to Sheet 7 of 31. 3c. Please note that contours have been added to scarify the location of the pervious berm and the leader line has been redrawn to correctly indicate the location of the berm. 3e. Please note that CPEP is no longer proposed at the outlet of the Temporary Sedimentation/Detention Basin. 4. The maximum height of the berm is 3 feet as indicated on the cross section shown on Sheet 22 of 31. 5. Sheet 4A of 31 is herein being submitted as part of the package of final plans. M E M O R A N D U M December 10, 1992 TO: John McCahill, Zoning/Wetlands Enforcement Officer FROM: Jerry C. Iazzetta, Town Engineer RE: Plaza at Buckland Hills We. have reviewed the "final" drawings dated 11-12-92 and the "Responses To Comments From Jerry C. Iazzetta, Town Engineer, Dated: October 19, 1992" for the Plaza at Buckland Hills . Our comments follow the format and numbering of the "Responses to Comments" and are as follows: 2 . The note does not appear on sheets 19 & 21 to 24 3b. Sheet 7 does not have this revision. 3c. This is not done on Sheet 7 . 3d. Sheet 22 does not have the cross section thru the outlet. 3e. The "generic" description of ADS-N12 is "Smooth Interior Corrugated Polyethylene Pipe" and not "Corrugated Polyethylene Pipe" . 4 . We are confused as to why the bottom elevation of the basin at the outlet varies . The detail of the pervious berm should indicate the height or maximum height of the berm. 5 . My October 19, 1992 memo stated "The proposed storm water discharges onto property in South Windsor is not acceptable. However, that as proposed on sheet 4A may be acceptable if calculations for this are provided and reviewed" . Sheet 4A is not part of the package of final plans, and therefore, the storm water discharges shown are not acceptable. JCl/jsv towN sE, C = �- S-au& 70&U&Ot . v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 f��SOR•CO � AREA CODE 203 644-2511 December 11, 1992 Downeast Associates Limited Partnership c/o Attorney Barbara C. Wagner Updike, Kelly & Spellacy, P.C. Suite 400 One State Street Hartford, CT 06123 Dear Barbara: Re: Application #92-37W, Plaza at Buckland Hills This is in response to the two (2) sets of revised plans (dated 11/12/92) and the narratives forwarded with your cover letter dated November 19, 1992 . We have reviewed the plans and written narratives and find items which have not been addressed on the "final" drawings . Enclosed are comment from Jerry C. Iazzetta, Town Engineer dated December 10, 1992 which also incorporate items which I had identified as incomplete changes to the "final" plans . Feel free to call if you should need further clarification. Very truly yours, • ` I r` C1,,j1n-AJ\ John E. McCahill Zoning/Wetlands Enforcement Officer JEM/pmm Enclosure cc: Town Engineer CLOSE, JENSEN & MILLER, P.C. LETTER OO (F URUSEDUcTR lC� 1137 Silas Deane Highway WETHERSFIELD, CONNECTICUT 06109-4201 DATE JOB NO. Phone (203) 563-9375 December 17 1992 ATTENTION FAX (203) 721-1802 Mr. John E. McCahi l l RE: To, Zoning/Wetlands Enforcement Plaza at Buckland Hill Town of South Windsor Downeast Associates 1540 Sullivan Avenue South Windsor, CT 06074 TO 3 t o_R1 GENTLEMEN: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via Shop drawings ❑ Prints ❑ Plans ❑ Samples _ ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 2 Sit Plans. Sheets 1-31 THESE ARE TRANSMITTED as checked below: lX For approval ❑ Approved as submitted ❑ Resubmit copies for approval CX For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Sheet 4A. Alternate Drainage Outlet, is included in the set )!0& x iA 3 .. )%W% A Q, e, Ere lieu in" NV COPY TO Glenn M. Johnson Barbara C. Wagner, Attorney at Law SIGNED: Cary rarro, p f= If enclosures are not as noted, kindly notify us at once. R CONN. 06074 1540 SULLIVAN AVENUE SOUTH WINDSO s 203 644-2511 AREA CODE / February 26 , RE E x C Mr. Glenn Johnson, Project Manager �o�rn 1993 Melvin Simon & Associates, Inc• , �°?�5�'t Merchants Plaza, P 0 Box 7033 }� ring is Indiana 46207 ,'u�w, Indianapol Dear Glenn: Re: Plaza at Bucd Hills Windsor, Ct Manchester/South 1993, regarding the private i Your letter dated February 1 accurately sanitary line and the driveway bconversat onnd ce, reflects our previous telephone We lo ok forward to working with you as this project proceeds . Very truly yours, Marcia A. Banach Director of Planning MAB/pmm Engineer +� cc: Jerry Iazzetta, Town En g Fred Shaw, Supt. of Pollution Control SIMON RECEIVED MELVIN SIMON&ASSOCIATES, INC. F t6 k2 1943 %- WINDSOR PLANNING DEPT. February 18, 1993 Ms. Marcia Banach Director of Planning & zoning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Plaza @ Buckland Hills Manchester/South Windsor, CT Marcia: As a follow-up to our conversation this week you confirmed that the Town's sanitary sewer agency had no objection to the private sanitary line behind Lechmere's dock running into South Windsor. As it is private no other approvals are necessary. You also indicated that as the driveway behind Lechmere also crosses into South Windsor and back into Manchester our only requirement is that when it is in South Windsor it must meet your Town's regulations. We appreciate your timely response. Let me know if you have any questions. Sincerely, SIM I DEVELOPMENT COMPANY, INC. Glenn M. Johnson Project Project Manager GJ/j k cc: Mark Pellegrini Tom Maskey Steve Penny Cory Garro MERCHANTS PLAZA P.O. BOX 7033 INDIANAPOLIS, IN 46207 (317) 636-1600 y Tio� O � G V w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO�� AREA CODE 203/644-2511 March 9, 1993 Mr. Mark Pellegrini, Director of Planning Manchester Planning Department 494 Main Street P.O. Box 191 Manchester, CT 06045-0191 Dear Mark: Re: Plaza at Buckland Hills, Manchester/South Windsor Please be advised that on October 19, 1992 the South Windsor Inland Wetlands Agency/Conservation Commission approved application #92-37W, Plaza at Buckland Hills . The approval was to permit the construction of a drainage swale on property west of Buckland Road, south of Smith Street, east of Wheeler Road, and north of Pleasant Valley Road. The approval was based on plans prepared by Close, Jensen & Miller, dated August 31, 1989 and revised through October 9 , 1992 . The plans approved included two areas (behind "anchor no. 6" and "anchor no. 14" ) where there are portions of the driveway which cross into South Windsor and back into Manchester. The construction details provided on the plans were reviewed by the Town Engineer for compliance with our Town Standards and appear to conform. The permit approved would allow them to construct the driveway as shown (see attached portion of plan) . If you have further questions feel free to contact me at 644-2511, ext. 229 . Very truly yours, John E. McCahill Zoning/Wetlands Enforcement Officer JEM/pmm cc: Director of Planning Town Engineer 'I it 16 1 •1 . / 1 • Ii: �`I'''r .:`• •:i;' it '{:!. �� ����.i;{Sid.'j+n�Ir��'t.. 1' •:.;i•}r,:}.i>I:;:Y��_:�' ••:�'. 1 O1�1 •• .1'i. .j '!.5'. :.. :. .'+• is ::t{•:::?!iS`•;t?lcir}.;. p!. �'•'d�. 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WATER LINES 7JuTJy3 i 6 93 3I} I I I , ' I '• i s (TRAVEL SUSSBASE I , I , I , I c I I I CURB ARID(GUTTER _ 4c„JUl.9-1 c'UJ6�'S93 .t.5 , I I I I 1 t t I ' 1 [PROCESSED AGREGATEt ' SM1G9?� 35[F93 c0 ' ' 1 ' , I C D G _ ' t ' 3t�auG93 ±osew3 !Ir I , I , I I BITUMINOUS — PAVING IST LIFT Sd=ap93 35W'23 3iS I ; 1 r ' I I I I I I ' I LANOSCAPING BITUMINOVS —PAVING BINDER 'I STRIPING AND 1 SIGNAGE !OFrSITE' WORK I I I , I I , RAFFIC CONTROL 3MAY93 1NiY93 iG I TI ! , I I I I i I ! , 1 I ' ' I I I 1 tt]MdY - 26NAY93 15 1 ISAWCUT PAVING/RESET GRANITE , 2eMA\9 f�IVN93 1s I I I 1 EXCAVATION AND GAAdING i I I r I KAY93 ZA&93 ' ; 1 15TORM ORAINAGE C�WATER LINES 2:.AjN%3 2Jaq.93 i ! RAVEL SUBBASE ;2.1UL33 Su�J_s3 •s i ! r I c ' I ' t 1 ! { PROCESSED AGGREGATE , -- 12�J 9� iaaVG93 �o ; I I 1 I I , I I 1 , , I ( CONCRE r TE r f NEWS GRANITE WORK I 93 3SEP93 TRAFF LC SIGNAL BITUMINOUS PAVING f ! I I ' I f I Q T OP SO I L / SE EO I NG i 1 i I t I F i , I 1 I 1 I i JsUG33 3SEPS3 10 ! ; 1 , t I I ' I ' t , C I I ' 1 , I i C��TRIPING / SIGNAGE ' ► I , 1 } I I I I , II I I I I r I I I r I 1 1 I I I r I 1 I I I I I I I I I f RJK2 Snee- oC sc r,v s t y EierlEer!y Qatea C -----PROJECT SCHEDULE—— ---- :lv oqu�.�A.l:lzs�r Qn heckeT rq_t*_ _ C'r•ogr�stc Bar n±lescunefs>;ap act±Yacv PLAZA AT BUCKLANO HILL T PROOUCTION SCHEDULE - _ ' i s I ACTIVITY ACTIVITY TO QESCgIPTION :0 F-RG5_ON CONY14UL �0 ExCAVATIOIr Afx) GRADIMr, _0 BulLDIMS MACS 40 SANJ rAip r SE NFR GO O".p L IN j 65 GPAVT:L SL1B W3ASE ?0 CURB ANSI GIJTTER 90 PROCESSED AGGPEGATF 0 SjTkmlNQUS - P.AV_NG :ST LIFT�� 80 ANDSCAP NG, :0 6 T• l ty%r -PA'y1NG B]NUER 115 STRIPY.+ AND sl4Nar,E 520 TRAFFIC CCNrW_K 330 SA)dC T PAYING,f4�SEr <AAN Tt 150 EXCAVATION AND rphnlr-G 160 STr_'PM DRAIN GE 1?O WATER LINES S 175 GRAVEL_ -.UBBASE '_w PROCESSED AGGFiEGA-rE 190 CONCRETE { NEW GPANITE MOPX � 215 LPAFFIC SIGNAL i 200 4'JTV]MINOUS PAVINn 0 TOPSGIL 1 SEE5114G 220 STRIPING / SIGNAGyE I f ti Plot Date 30MAR93 Data Date 29MAR9? - - ProleCt Flnisn 290CT93 i (c] Primavera-Systems. ;nC. PROJECT NAME/LOCATION FLAZA AT- e%jC j<t Aj-4Q APPLICATION # DATE NOTE TO THE FILE= Re: CotJT ACTS $T L.C.. S TE V E N S Cuaz-(L*GT 0 �- 6 H 4 — °I 9 ( +cot; I e r ) ownit2 S ON R.OFF A044 I 441 t Signature r EARLY EARLY QA I G MR' I APR KA V ,IIfN JUt. ALAS sEa OC h10v START FINISH DUR _ 4 a 7: t3 + E - - ONSITE (WORK , I!+ n, ' �RCSION CON 7 RyL 29NIA9 CApP$3 5 I 2304AR93 25.JWS'3 55 EXCAVATION AND GRACING _�SNana jnA �i BUILOING PADS t • 1 STORM (SEWER ! ! I SANITARY SEWER I I 's 6�tIL93 WATER LINES I 1 {RAVEL SUBBBASE 1 i �2•�us 2U!►t:�9 <:y ! I ' 1 I ' I , I I : ' CURB ARID GUTTER shut:y'____ s;Fr-�►± �:I� ' ' 1 ! ' ' ' I , ! ! ! I PROCESSED AGGREGATE r ram BITl1MZNQ4 s — PAYING 1ST LIFT r I I ILANOSCAPING -- 1±ocT4q__ z2o--9-4 1u i + , I I I r , ! 1 1 , ! BITUMINOUS —PAVING BINOER. 1Fr !STRIPING AND SIrNAGE 'OFJrS 1 T E 41'ORK TRAFFIC CONTROL I S 1 MdY9.3 2BNAY93 ' ! 1 ! 1 SAV�CUT 15 PAVING/RESET GRANITE , GMAY 1 , 15 EXCAVATION AND GRADING M,,vo3 2JUl$3 ems• ' ; I STORMS DRAINAGE, WATER (LINES' 1 � ' �UNRAVEL SUBBASE. ' :5 i 1 r t t ' 1 ' 1 I t 1 # PROCESSEO AGGREGATE, 12J1.11_93 6AVG93 20�� , , , , , I , ! , ` , , =CONCRETE NEW GRANITE WORK , 1 , 1 26.l�IL93 35EP93 30 1 ! TRAFF EC SIGNAL ! , , 1 , i , 1 , 1 t � ' , ' 1 1 I 1 9h�1r�3 27A1.G93 5 ' ' ' ' ' ' , ' , ! ' ' , 1 1 S I TUM INOUS PAVING Z3AUG93 27ALM3 ! : 1 , 1 1 i ' 1 , 1 , I I 1 , 1 ( I a TOPSOIL / SEEDING • I 1 1 :, 1 'r ��+ 3auGs 3S 3 n I 1 i 1 ! , ' , S I 1 ' 1 I 1 i 4...J JTR r �LPING / SIGNAGEr , t -- st,llcr Snee� o' -----PROJECT SCHEO'ULE----- ac .tvkza Liar/Early Gates ^ •r Progr*s;-J►ct:lssy 1. L QG hedT'AODP�YQQ� Progress Rar �—^- .r K,,escorrofs lap Art lvaty PLAZA AT BUCKLANO HILL ----- ----- ' PRODUCTION SCHEOULE i i ACTIVITY ACTIVITY 10 DESCRIPTION r•I lil =Q ENGS;ON CUH7NUl _ r0 EXCAVATION Ate isHAUI".ri LL '0 "''ILf:INf PADS ter-, SI'ORw_SE'wtH �dn SArIJTA�FtY SFNFR 61 MAT-p Ljtjf 65 GRAV!:L SUBEaASE i 20 CI_Fag ANSI fl!T_ER L *. G•a PF.0 tssEu AGGPEGArF UI ;Qo a�rt,M;Nuu�.- P.AV-p_�b zs* r•� _-- _p0 � ANOSr_f4��,•�r, _ _ 11 w 1;0 6IT,F1 t,-, = -PAVJNC RiNUtk _ 1I _f 15 _�z'RIPIhr�PN[i ;I.NarE II� _ TI 2v TRAF F I E COtvTWCp�, i 33{► SANC"t PAvIr�G:F+�SEr {,ulr�Ist f50 EXCAVATION ANLti— GPAlI!P:G 160 �Ti}pM C4+AINA�E 1" — 1:O 1YATCfz LINES 4 175 GPA'V EL I MAW f =8a PROCESSED AGGREG6TE 0 :[7NC>aET£ ! NEk GPnNITE,NOPK 215 TRAFFIC STU."L 200 L' Tilm -s PAYING 210 _ IOPSOIL f SEE01 2EO STAIPIMG / SIGNAi +i W - � I 1]5 ' '• Plot Date 30MAR93 Date Date 29MAR93 --Pro')ett'StbrT ?9wAM2' " PruleCt Finisn 29GCT93 G (C) Primavera Systems, InC, � 1 T- M-B• �s s M �o June 16, 1993 Jv ,gas° 8 VI Mr. i ti Mr. Jerry Iazetta, o Engineering Town of South Windsor 1540 Sullivan Avenue South Windsor, CT. 06074 Dear Mr. Iazetta, This letter is to direct your attention to our concerns regarding the run off of water from the project, known as "The Plaza at Buckland Hills" located in Manchester, Connecticut onto land in South Windsor, Connecticut. We are requesting answers to the following questions and concerns: 1. The status of the drain pipe which was to run through property located at 367 Smith Street in South Windsor, Connecticut purchased specifically for the purpose of a mall water run off drain. Also, the reason or reasons as to why this drain pipe is not being installed at this time or scheduled date of installation. (Property at 367 Smith St. , South Windsor is vacant and acces- sible) . 2. What percentage of total mall surface (asphalt, buildings, etc. ) will be draining onto South Windsor land and subsequently near or onto property located at 383 Smith Street, South Windsor, Connecticut? 3. What distance from property line located at 383 Smith Street, South Windsor will water swell run to when the retaining pool or pools overflow? How much of the run off water is expected to run onto property located at 383 Smith Street? Also, the possible effect of the run off on trees, shrubs and other vegetation located on the properties to be affected from the run off taking into account that the run off may mix with motor vehicle oils, fuels and other detrimental fluids. 4. The reason for not completing and or extending the berm behind property located at 383 Smith Street, South Windsor or date of extension. We strongly feel that without the extension of the berm as a buffer, we will be subjected to excessive noise from vehicles/tractor trailers, etc. that will be exiting and or entering the back of the mall. We are hopeful that now that you have been made aware of our concerns in writing, provisions will be made to correct the situation. (Continued on Page 2) (Page 2) If you are unable to answer our concerns, please direct them to persons who are authorized and able to do so. Please respond by June 30, 1993 at which time we will regard the absence of a reply to any or all of our ques- tions as reason to take other avenues for solutions to these concerns. Thanking you in advance for your time in this matter. Sincerely, Richard M. Gancarz Irene M. Gancarz Please send your response to: Mr. & Mrs. Richard M. Gancarz 383 Smith Street South Windsor, CT. 06074 Copies sent to: Mr. Carl Goertemoeller Vice President of Developement Glen Johnson Construction Melvin Simon & Associates ��owN ac,`� ° T-a O-PS ?d&U&Ot c=i 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 f��SOR•CO� AREA CODE 203 644-2511 June 25, 1993 Mr. & Mrs . Richard Gancarz 383 Smith Street South Windsor, CT 06074 Re: Plaza at Buckland Hills Dear Mr. & Mrs . Gancarz : We have received your June 16, 1993 letter expressing your concerns about the Plaza at Buckland Hills Project currently under construction. The owners representative, Mr. Glenn Johnson, will be contacting you and your neighbors directly to address the issues in your letter. Item number two in your letter will be addressed by the Town of Manchester via a separate letter. As I have said in the past, the Town of South Windsor is aware of your concerns and has been trying to resolve those issues . I have given copies of your letter to the Director of Planning, the Director of Public Works and the Inland Wetland/Zoning Enforcement Officer for their information and action. If you have any questions, please continue to call me at 644- 2511, Ext. 245 . Very truly yours, J e r y zz t P.E. To E in er JCl/jsv cc: Michael J. Gantick, Director of Public Works Marcia A. Banach, Director of Planning John McCahill, Zoning/Enforcement. Officer C STEPHEN T.C.4SS4NO.M.4fOR �� A14R)'ANN HANDLEY DEPUTYA14YOR r� a©�� (► Town O Mancfespter THOAl.4S Af.R).4A:SECRETARY -T ®Q � Wf 3 ©aO� O®© C: DIRECTORS Z pe �, F''4 h 41 Center Street • P.O. Box 191 JOSEPH t'('-IMPOSEO Manchester, Connecticut OW45-0191 GORDON K.t_ISSON' GEOFFREY.VA.4B JOSEPH D.A'EGR/ RON OSELL4 R/CHARDJ.S.4RTOR.GENER4L AMNAGER TH£l VIS WERK1101 EN June 25, 1993 D JUN 28 JQ93 Richard and Irene Gancarz South Windsor 383 Smith Street INLAND WETLANDS AGENCY/ South Windsor, Connecticut 06074 CONSERVATION COMMISSION Dear Mr. and Ms. Gancarz: The general manager referred your letter of June 16, 1993 to my office for a response. In the letter you asked several questions regarding the develop- ment of the Plaza at Buckland Hills. The Plaza at Buckland Hills is being built on a 92 acre site which is divided by the Manchester/South Windsor town line. About 36 acres of that site are in Manchester and this is where the shopping center and parking lot are being built. Of the property being developed for the shopping center, approximately four acres or 11% of the Manchester site will drain to the east through a system of catch basins and storm drain pipes and will be discharged into a draining swale and a stilling basin which are located in South Windsor. There is some activity on the South Windsor portion of the site, but that development activity has been approved by the town of South Windsor and is under the town's jurisdiction. This includes the large landscaped berm and some of the drainage system. In preparing our response to this letter we con- tacted the Town of South Windsor and spoke with Mr. John McCahill, South Windsor's inland wetlands officer. Mr. McCahill informed us that the town of South Windsor received a similar letter from you and is also preparing a re- sponse. Since most of your questions deal with the portion -off the site which is located in South Windsor 'and deal with work which has been approved by the Town of South Windsor, we believe South Windsor's staff is better able to re- spond to your questions. Very tr ly y Mark Pellegrini, ICP Director of Planni d Economic Development MP:ka cc: Richard J. Sartor John McCahill Carl Goertemoeller An Equal Opportunity Employer z, �ER� CpN STEPHEN T CASS4NO.MAYOR 7 'vwn 0Mancifest r At4R) aTrHOM4 SD At RLEY VANPSECRETARY ®® C MRECTORS z33 sg0 0p�d h 41 Center Street • P.O. Box 191 JOSEPH V CAMPOSEO O 0� ® ��©��"' GORDON K.I_ISSON' p® ©p Manchester. Connecticut 06045-0191 GEOFFREYNAAB JOSEPH D.NEGRI RON OSELLA RICHARDJ S4RTOR.GENER.4L_MANAGER THEI'NIS WERKHOVEN r�JIV I— June 25, 1993 D1 a; Jrr) JUN 29 1993 Richard and Irene Gancarz South Windsor 383 Smith Street INLAND WETLANDS AGENCY/ South Windsor, Connecticut 06074 CONSERVATION COMMISSION Dear Mr. and Ms. Gancarz: The general manager referred your letter of June 16, 1993 to my office for a response. In the letter you asked several questions regarding the develop- ment of the Plaza at Buckland Hills. The Plaza at Buckland Hills is being built on a 92 acre site which is divided by the Manchester/South Windsor town line. About 36 acres of that site are in Manchester and this is where the shopping center and parking lot are being built. Of the property being developed for the shopping center, approximately four acres or 11% of the Manchester site will drain to the east through a system of catch basins and storm drain pipes and will be discharged into a draining swale and a stilling basin which are located in South Windsor. There is some activity on the South Windsor portion of the site, but that development activity has been approved by the town of South Windsor and is under the town's jurisdiction. This includes the large landscaped berm and some of the drainage system. In preparing our response to this letter we con- tacted the Town of South Windsor and spoke with Mr. John McCahill, South Windsor's inland wetlands officer. Mr. McCahill informed us that the town of South Windsor received a similar letter from you and is also preparing a re- sponse. Since most of your questions deal with the portion of the site .A,hich is located in South Windsor and deal with work which has been approved by the Town of South Windsor, we believe South Windsor's staff is better able to re- spond to your questions. Very tr ly y Mark Pellegrini, ICP Director of Planni d Economic Development MP:ka cc: Richard J. Sartor John McCahill Carl Goertemoeller An Equal Opportunity Employer 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 f��sOR•CO AREA CODE 203/644-2511 June 25, 1993 Mr. & Mrs . Richard Gancarz 383 Smith Street South Windsor, CT 06074 Re: Plaza at Buckland Hills Dear Mr. & Mrs . Gancarz: We have received your June 16, 1993 letter expressing your concerns about the Plaza at Buckland Hills Project currently under construction. The owners representative, Mr. Glenn Johnson, will be contacting you and your neighbors directly to address the issues in your letter. Item number two in your letter will be addressed by the Town of Manchester via a separate letter. As I have said in the past, the Town of South Windsor is aware of your concerns and has been trying to resolve those issues . I have given copies of your letter to the Director of Planning, the Director of Public Works and the Inland Wetland/Zoning Enforcement Officer for their information and action. If you have any questions, please continue to call me at 644- 2511, Ext. 245 . Very truly yours, Jer y lkazz t P.E. To EAqiLnfier JCl/jsv cc: Michael J. Gantick, Director of Public Works Marcia A. Banach, Director of Planning John McCahill, Zoning/Enforcement. Officer -0 9z=31*- ' `-' STATE OF CONNECTICUT - DEPARTMENT OF ENVIRONMENTAL PROTECTION ^� Out JSS,MI ` '"'"" July 16 , 1993 Terri Nebraska JUL 2P 1993 Close, Jensen and Miller 1137 Silas Deane Highway South Windsor Wethersfield, CT -06109-4201 INLAND WETLANDS AGENCY1 CONSERVATION COMMISSION Re: The Plaza at Buckland Hills South Windsor Dear Ms . Nebraska: This office has reviewed your proposed constructionkx=&im of a dam in South Windsor on an unnamed water course The drainage area tributary to the dam is 20 .5 acres The dam is described by plans prepared by Close, Jensen & Miller, P.C. and entitled The Plaza at Buckland Hills dated 6/23/92 The following checklist indicates Inland Water. Resources Division permit requirements. Should your project or plans be modified in any way, including location and height of the dam or the impoundment capacity of the pond, these permit determinations may change. If it is indicated that a dam construction permit pursuant to Connecticut General Statute 22a-403 is not required, this determination is based solely on our finding pursuant to Section 22a-401 that the structure, by breaking away or otherwise, would not, under existing conditions, endanger life or property downstream of the dam. This determination does not constitute an approval of the above plans or the proposed hydraulic design and spillway configuration for said dam. Further, be advised that should future downstream development cause the dam to become a potential hazard to life and property, the dam may come under the department' s jurisdiction in accordance with the provisions of Section 22a-401 of the General Statutes. Accordingly, it is recommended that all dams be designed and constructed in accordance with standard engineering practices to (Printed on Recycled Paper) , 165 Capitol Avenue • Hartford, CT 06106 An Equal Opportunity Employer safely convey the flows associated with the 100 year return frequency storm, which is the minimum design storm accepted by the department. State Permit Required Not Required Dam Construction X (CGS Sec. 22a-403) Water Diversion X (CGS Sec. 22a-368) State Inland Wetland X (CGS Sec. 22a-39) Other The above permit determinations were based solely on a review of your dam proposal. The department may have other interests in your facility or development. The necessary forms for any required permit applications as noted above are enclosed. Questions concerning dam construction permits may be directed to the Division' s Dam Safety` Program at 566-7245. Questions on other permit requirements may be directed to the Division's Wetlands Management Section at 566-7280. If the State does not require a dam construction permit pursuant to Connecticut General Statutes Section 22a-403, a municipal inland wetland permit may be required. Additionally, if your proposed work will involve a discharge or placement of dredged or fill material into a wetland or watercourse, a U.S. Army Corps of Engineers permit may be required; contact the Corps at (617) 647-8332 or write: Regulatory Branch, 424 Trapelo Road, Waltham, Massachusetts 02254 . Finally, please complete the enclosed dam registration form at the completion of construction and return it to the D.E.P. , Inland Water Resources Division. There is no fee required for this registration. Thomas M. Morrissey, Director Bureau of Water Management Inland Water Resources Division Enclosures) cc: Planning and Zoning Comm. Inland Wetland Agency. TOWN OF SOUTH WINDSOR ID :203-644-3781 OCT 06 '93 10 :48 No .002 P TOWN OF r. r SOUTH WINDSOR STAFF SITE CHANGE , ,. a FOR SITE & SUBDIVISION GENERAL t CHANGE ORDER CONTACT PERSON Bill Stephens VCC phone No. 644-7R99 Addrese 1524 Pleasant Valley Road, Manchester, CT 06040 Site Name THE PLAZA AT BUCKLAND HILLS P&Z No. Owner Down East Associates w - phone No. 644-8151 Contractor Vratsinas Construction Company Signature of Owner ztA47 Dates: 10/6/19 9 3 Signature of Design Engr. Date: 10/6/1993 CHANGE: (Describe location and nat_ a of change. Include three (3) copies of plan/profile of Change. ) REVISE GRADING NEAR TOPSOIL STOCKPILE TO OBTAIN FILL MATERIAL. Reason for Changes (Why is change required) MATERIAL IS REQUIRED TO COMPLETE GRADING OPERATION IN FRONT "OF SHOPPING AREA IN MANCHESTER. APPROVALS: (As Require ) Dir. Of Platnning Dade: ---Idl>A Town Engineer Date s Dir. of Public Qrk8 ngte; Other: Q IM 692-3-4W,) Date: STAFF CO NTSs white n ineer Pink — Director of Planning Yellow - Applicant TOWN OF SOUTH WINDSOR ID :203-644-3781 OCT 06 '93 10 :48 No .002 P .02 TOWN OF SOUTH WINDSOR DMIS STAFF SITE CHANGE FOR SITE & SUBDIVISION OCT 6 1AQ GENERALS CHANGE ORDER CONTACT PERSON Bill Stephens VCC Phan .W cR999 Address 1524 Pleasant Valley Road, Manchester, M,%nkjC&4Qoning OMMISSi —" Site Nance THE PLAZA AT BUCKLAND HILLS P&Z No. Owner Down East Associates 644-8151 Phone No. Contractor Vratsinas Construction Company Signature of Owner Date: 10/6/1993 Signature of Design Engr. Date= 10/6/1993 CHANGE: (Describe location and nat a of change. Include three (3) copies of plan/profile of Change. ) REVISE GRADING NEAR TOPSOIL STOCKPILE TO OBTAIN FILL MATERIAL. Reason for Change: (Why is change required) MATERIAL IS REQUIRED TO COMPLETE GRADING OPERATION IN FRONT OF SHOPPING AREA IN MANCHESTER. APPROVALS: (As Re it ) Dir. Of Planning Date: Town Engineer Date:' 0 Dir. of Public rks Date: Other: 14k 'q. / of 3-70 ; Date STAFF C ENTSt A?,eA ZS -TZj — S'f�6 i�.2.2 ?.rid CLO M�C.�' l.cl•t Tl� E NS White - Town Engineer MIT, 0 6 1993 ' �Qwfi of Strut'Wi�N's�r Pink - Director of Planning Engineering r Dept. Yellow - Applicant r M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: Plaza at Buckland Hills DATE: November 18, 1993 The Erosion & Sedimentation Control Plan is "to be developed" . Therefore, my comments are limited: 1 . What is the status of the drainage pipe to Smith Street? 2 . Plans should show existing cul-de-sac on Smith Street . 3 . Plans should show existing topography. 4 . Plans should show existing berm. 5 . Plans should provide riprap for outlet(s ) into basin. 6 . Plans should provide for adequate dust control ( sandy soil ) . 7 . Phase construction to ensure that less than 5 acres of land are exposed at one time. 8 . Include sedimentation structure(s ) and grease and oil separator(s ) prior to discharge into basin . 9 . This will require approval by the South Windsor Inland Wetlands Agency/Conservation Commission. JEM/pmm 02/22/94 16:17 '03176857336 MEL SIMON 12E Z 001/002 SIMON S MON DEVELO MENT COMPANY,INC. TELECOPY MESSAGE INSTRUCTIONS RECEIVED PATE Febru arV22. 1994 FES PP 1Z4 SENT TO PERSON) J hen N1GCahill b• WINOSOR PLANNIN TELECOPY T� BE SE ( G pEpL (COMPANY) Town of SQuth Windsor TELECOPY PHONE NUMBER 20W-0781 NUMBER OF PAGES 1 + COVER PERSON SENDING TELECOpy Glenn Johnson TELEPHONE NUMBER OF PERSON SENDING TELECOPY 3171655-7309 SPECIAL INSTRUCTIONS (IF ANY) CC: NOTICE: The materials enclosed with this facsimile transmimlon arened In spate and onfiLff of tho sender. The inf"mation private and Confidential and are 1 t>� pr�p�rfY' I c��td iS intended only for the use of individual(s) or entify(i s) aS the material is prM eged ,nauthortzed above. I you are not re intend recipient, be advired the contents of this copying, distribution or the tQking of any action. Ity on reliance information is strictly pray�ilair� d. It You harm received this fc�c:�mlle forwarded iTammission telecopled o telephone to arrange for return of th in error, please immediately notify us by ep documents to us, pe gx rience any problems it I rec eiving this transmission, pleasp. call the number If you should JeF-K! Obove, COMMUNITY CENTES MERCTIANTS PLAZA 1,.0. BOY.70M INDIANAPOLLS, INVIANA 46207 TEL: (317) 666 0100 VAX- p17) RAN-7A26 02/22/94 16,17 103176857336 MEL SIMON 12E 400zIU0z SIMON P• I SI1MDN DEVEt.OPMENT COMP4NY,IN(,,. FAX#2Wf644-3751 FeU,Uary 22, 1994 1?[CEIVED FEB 29 19 wiwp 9 M,cGahill SGR PZ4,1, John G pEPT Yawn of Srx.dh Windsor Town Hall 15,j0 � Avenue Q6074 SouthndSor. Re: Bvj7+d Release Sail and Erosion Control PM The Pic= @ guckland HIILS- Manchester, Connecticut Deaf Jnhn. Associaies Limited pprtnership's requ gt for the t this letter as Dawned' nt Of $10-000-pl�e cac�e� control � ��7510�75�7:�9 DCA�t mold renewal ct�sts. release of our er re newal cj&L.would be March 16, 1994 and we would plpn,;e let r ne know I there is anything You need Sincere SlM V I N OMpAW, INC. �41 Glenn M, hnson Project M eager GMJ/tA L4 2229491.2 � °l �y cc; Fred Smoot U� Theresa HarrlS Corr t�c�rrO .I , Barbara Wagner � z COM)IUNITY CENTERS I►�OIAN�'�POT.LS, IN1)1ANA.46::07 1'Et.: ;,317I 6AS•010t1 fi,�,X: (:31'%)F�3;�-73'i� MERCHANTS PLAZA B0. N E N O R A N D U N TO: Planning & Zoning Commission FROM: Inland Wetlands Agency/Conservation Commission RE: Release of Bonds DATE: March 10, 1994 At the March 9, 1994 meeting of the Inland Wetlands Agency/ Conservation Commission, it was voted to release the following bonds: Application #92-45P, Advance Mold & Mfg. , Inc. - release of bond „_ of $2,000 A licat�o #92-37W, Plaz at Buckland Hills - release of bond inpthe amount of $10,00 cc: Town Engineer ' �0W N sE,` C � �-. 0s Ch94. 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 rA/V �`ftiosoit.co AREA CODE 203/644-2511 March 24, 1994 Barbara C. Wagner, Esq. Updike, Kelly & Spellacy, P.C. Suite 2400 One State Street Hartford, CT 06103 Dear Attorney. Wagner: re: Appl. #91-15W, Plaza At Buckland Hills This is to advise you that the Planning and Zoning Commission voted on March 22, 1994 to release the $$101000 IWA/CC bond. Advance arrangements should be made to .pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, Ext. 253 . Thank you. Very truly yours, PLANNING & ZONING COMMISSION Cj. nLWLA� Thomas A. Murrin, Chairman TAM/pmm cc: Town Engineer ` CLOSE, JENSEN & MILLER, P.C. [�Z 1`� EM VF l`�nM° b1 RZW 0cT 1` ° C� 1137 Silas Deane Highway WETHERSFIELD, CONNECTICUT 06109-4201 DATE JOB NO. Phone (203) 563-9375 ATTENTION . FAX (203) 721-1802 RE TO P/la-n n/h q T o Sn Gc� t6�a s� S�/�i vim-• �i/..e K�--t So✓{ c�c1/��s�✓ C' 6 07c%- GENTLEMEN: WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ — COPIES DATE NO. DESCRIPTION 41 iffy r l 10r'e 11AY7/`l a-r 17 1995 So Planning & Zorn r lot n THESE ARE TRANSMITTED as checked below: ❑ For approval b Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints For review and comment ❑ ❑ FOR BIDS DUE 19 O PRINTS RETURNED AFTER LOAN TO US REMARKS n i.S r-��/�/r)c7 r r �vr-IGPS ©r► ���l.�S�'I !LA arc ti 2� 993 L e -/- me rt c Coffin D0 /if's r'.c c Ovh ncl a. c o h COPY TO �f2 �mO a SIGNED: '�• If enclosures are not as noted, kindly notify us at once. v cv i eS v C MNot 1 Nra_.. �►v'�oSFA Camkx, Z C O" ' '- -��:� � Cor��� E.i����• r''� _ _ �Mom. X- Cno�C Sin C � 10 - S a Cam►..'' �}• Co'r C, PUV��' � e \jwui es �c� �1 C �►IAL r N�0 y'-p p o-%V„k o 3' 1/{o Ccrnv�we. •� �S rZ:� CnogS Sln�e. .— _ _ V) r _.. _' C- ,�---� a LE 6 E N D N O Z C tY+cuta� r '�cgc1�C 10 'i11 (�i • �°"' MA� " Z c CCU e c - 4"%0,44 a a 4ocuoyea s6nk J-YpYOCk use. E�i sit• C wry c �rh Q �' is"y, \�x" Sv�.b bye. Vcvu►e s �'-o�► N'-0'� Cx�ss S1d� Mai, its auk Pn Cw"\uUA-t- W o rn 9 cr o r- a 0 5 August 1, 1995 Attorney Barbara C. Wagner Updike, Kelly & Spellacy Suite 2400 One State Street 90,4 Hartford, CT 06123 16 5 Dear Attorney Wagner: Re: EXPIRATION OF PERMIT #92-37W, Plaza at Buckland Hills This is a reminder that the permit with the Inland Wetlands Agency/Conservation Commission, application #92-37W will expire on October 19, 1995. If you plan to extend your project beyond the above expiration date, you must apply for an extension at least sixty-five (65) days prior to the expiration date. There will be a thirty-five dollar ($35) fee required for an extension of the permit. This includes a ten dollar ($10.00) surcharge assessed by the State, to fund the State Environmental Review Team. An application for an extension shall be made in accordance with the following subsection of the IWA/CC Regulations: a. The duration of any amendment or extension shall be for three years unless otherwise specified in the permit. b. The application may incorporate by reference the documentation and record of the original application. C. The application shall state the reason why the authorized activities were not initiated or completed within the time specified in the permit. d. The application shall describe any changes in facts or circumstances involved with or affecting wetlands or watercourses or the property for which the permit was issued. e. In unusual situations the Agency may accept an untimely application to extend the expiration date of a permit if the authorized activity is ongoing and allow the continuation of work beyond the expiration date if in its judgement, the permit is likely to be extended and the public interest or environment will be best served by not interrupting the activity; the application shall describe the extent of work completed at the time of filing and the schedule for completing the activities authorized in the permit. f. The Agency shall evaluate the application pursuant to these regulations and grant the application as filed, grant it with any terms or limitations, or deny it; and shall state upon the record the reason(s) for its decision. In the event that you are requesting an extension, section 8.1.6 of the Zoning Regulations establishes the process for monitoring the approved conservation plan. Per that regulation, a progress report is required from the applicant's engineer verifying that erosion and sedimentation control measures have been installed and maintained in accordance with the approved conservation plan. This verification report shall also be submitted 65 days prior to the expiration date of the permit to allow time for the Commissioners to evaluate your project controls. If work has been finished or will be finished by the expiration date, please send a letter stating work is completed according to the approved plan. If you have any questions call me or Jeffrey H. Folger, Zoning/Wetlands Enforcement Officer at 644-2511, ext 253. Very truly yours, Phyllis M. Mann Recording Secretary Date: 08/01/95 BUILDING IMPACT REPORT Page 1 Time: 09:55:48 07/31/95 thru 07/31/95 Permit Structure Total Number of Number of Construction Permit Type Type Permits Inspections CO's Issued Value Fees ------------------------------------------------------------------------------------------------------------------------------- BUILDING PERMIT ONE FAMILY RESIDENCE 2 209,000 2,096.00 ADDITIONS,ALTERATIONS, & REPAIRS 2 3 4,500 53.00 ROOFS & SIDEWALLS 5 8,161 100.00 SWIMMING POOLS 1 2 500 13.00 ADDITIONS, ALTTERATIONS & REPAIR 4 ADDITIONS/ALTERATIONS/REPAIRS/TN 1 1 587,475 MISC PERMIT INSPECTION TRACKING TOTAL BUILDING PERMIT 11 10 809,636 2,262.00 HVAC PERMIT HEATING, VENTILATION & A/C 1 1 600 10.00 TOTAL HVAC PERMIT 1 1 600 10.00 TOTAL Affidavits 0 .00 *** GRAND TOTALS *** 12 11 810,236 2,272.00 i 10/05/95 10:51 12203 548 2680 UPDIKE KELLY 3 1�001/006 Updike, Kelly & Spe P.C. Counselors at Law Barbara C.Wagner *+ One State Street,P 4 Box 231277 Hartford 1243)5d8-2636 1 IIard"d,Connecticut 00123-1277 Telephone(203)548.2e00 y'A) Faeairnilc (203)546-2680 One Century Tower,08 Church St. South Win +sor New Haven,Connecticut 06510-7002 Telephone(203)787-OW7 !honing & G� dr r,f Far!Qimilr (901)779.-9.n47 • Updike_Kelly.Speliac:y Rr Del F;L-Rtn Ms.I?byMs'Mom 1492 Turks Head Building Planning Office providence.RI 02903 Te1cphonc(401)421.2Q10 Town of South Windsor FambWlc (401)421.9080 1540 Sullivan Avenue Member of South Windsor, CT 06074 CommereW Law Aftatcs RE: Inland Wetlands Permit 992-37W,Plaza at Buckland Hills Dear Phyllis: With regard to your inquiry regarding the expiration of the above-referenced permit on October 19, 1995, it is our understanding that the work approved pursuant to the,permit has been completed. I have attached a copy of the permit which states that it is for the "construction of a drainage swale." Please confmn that the permit does not need to be renewed because the work is completed. Very truly yours, BARBARA C. WAGNER BCW/id cc: Mr. Carl L Goertemoeher Mr. Cory Garro ro I,W-1 l.,9 lz�� (jo ov/ 01 V tI, >: 00 N\�,jf —00 It All 1-71 r2--- 0 o0e, 00 A;- 6v- LI/X,/ 14 GO/ ki �7 �71 7ES D L qp ---- ... UL 4w re I -- " '.,1. 1/. - • r^?,�y�A.A sue' " ' / 00, ,afd � 7 �,�� "�k � k`t` 11 , �gin. t �� / � 1 �? � J �►� a' Alf "is �f f �:t ti3t� '§'�,�ii � :P :. a f•e w' ., - l ! l 1 ' 0 F TC ..- --- STOCK �s^?�.,�,�'Xr ��. .. - _ ! J .. •mac'•-- ._r.� .. - r: • -. _ -_•.__ _ _,;_,_... W-1 d 4 f ANY ONE TIME. O WI aiST'U 8R T81LlZETHtH 0 ;r OR WdRK W17HN SUCH %plyolls., � ! 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