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Home My WebLink About04-51P Site Plan of Development TOWN OF SOUTH WINDSOR PLANNING& ZONING COMMISSION APPLICATION FORM Application No: 0 L4 -5 �P RECEIVED Official Receipt Date: Receipt No: AUG 12 2004 APPLICANT: Mr. Robert Delisle, Delisle Ina, d 1bla Metals Testing Company SOUTH WINDSOR PLANNING DEPT, PROJECT NAME: Metals Testing Company ADDRESS: 80 Kimberly Drive, South Windsor, CT 06074 OWNER OF RECORD ON LAND RECORDS:Linbob,LLC ADDRESS: 80 Kimberly Drive,P.O. Box 69, South Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: Corner of Kimberly Drive and Sandra Drive;Bounded to the North b land NIF Fitch Meadow PUD, to the East by land NIFLinbob,LLC(Lots 11 & ]]A), to the South by Kimberly Drive and to the West by Sandra Drive ASSESSOR'S MAP#108 PARCEL#38 ZONE I NAME, ADDRESS, TEL&FAX#OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Becky Meyer, Design Professionals, Inc., 165 South Satellite Road,South Windsor, CT 06074 Tel, (860) 291-8755, Fax(860) 291-8757 THIS APPLICATION IS FOR: (Check all that apply): 1' Zone Change to (Public Hearing required and Certified letter to abutters required) F Subdivision/Resubdivision r- Open Space Subdivision(Public Hearing Required) I-" Subdivision F Minor F Major 1- Resubdivision(Public Hearing Required) r Minor 1-Major F- Conditional Approval r Special Exception to Article (Public Hearing Certified letter to abutters r Site Plan of Development F General Plan of F- Earth Filling(Sec. 15)and/or Earth Removal(Sec. 14- Public Hearing Required) 1-Regulation F Zoning r Subdivision (Attach proposed amendment) f Temporary and Conditional Permit for r Major Home Occupation for 1- Other(explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. Signat of Applicant Signatur roperty Owner Appl #04-51P, Metals Testing Addition Site Plan September 14, 2004 ;�f Planning Department Report l. Request for site plan approval to build a 12,900 sq ft addition in two phases at 80 Kimberly Drive, I zone. The applicant is requesting approval of both phases with this plan. Maximum impervious coverage allowed is 65%, 52.5% proposed (including both phases). Proposed building height is 22 feet; 40 feet allowed. Lot size is 2.3 acres; minimum lot size allowed is V2 acre. Front yard setback is about 60 feet, 35 feet required. 2. There is no outdoor storage proposed on the site plan. Outdoor storage is allowed with PZC approval and appropriate screening. 3. There is a required 50' buffer along the north property boundary abutting Fitch Meadow DRZ. The applicant is proposing to supplement the existing trees with some evergreen plantings. O4 3-7 4. The parking requirement for this buildings is V spaces, J9have been provided. 5. There is one additional overhead door included in the addition. It faces away from the abutting residential properties. 6. Architectural and Design Review Committee reviewed this site on September 1. They were satisfied with the proposal as presented. 7. New lighting will consist of full cutoff wal-pak units on the building. There is one light proposed for the rear of the building that abuts Fitch Meadow DRZ. Staff suggest that this light be placed on a motion sensor so that the light is not shining continuously. 8. There are no regulated wetlands on this lot. IWA/CC approved the erosion and sediment control plan on September 1 with a $5,000 bond to ensure compliance with the erosion and sediment control measures. 9. The site is served by public water and sewer. Water Pollution Control Authority approvaLisxoquire 10.They are showing the dumpster to be relocated and will be screened with plantings. 11.If this application is approved, there are no other approval modifications requested. DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors gis ♦ gps ♦ landscape architects Transmitted via certified mail August 12, 2004 Dear Current Abutting Property Owner RECEIVED Re: Application of Metals Testing Company AUG 12 2004 80 Kimberly Drive SOUTH WINDSOR PLANNING DEPT. South Windsor, Connecticut DPI Project No. 1908 In accordance with regulations of the Planning&Zoning Commission, we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing(s)by the Planning&Zoning Commission. The applications and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s)prior to the meeting if you so desire. For further information regarding the specific date this application will be heard, please contact Kelli Koehler, Administrative Secretary, Michele Lipe,Deputy Planning Director, or Jeffrey Foiger, Environmental Planner, at the South Windsor Planning Department at 644-2511, ext. 253, 252 or 229, respectively. Thank you. Sincerely, DESIGN PROFESSIONALS, INC. By: ,-- cky Meyer Project Engineer cc: Marcia Banach 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 Email:dpicivil@aol.com DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors RECEIVED gis ♦ gps ♦ landscape architects Direct Abutters AUG 12 2004 Map 108-38 SOUTH WINDSOR PLANNING DEPT, Metals Testing Company 80 Kimberly Drive DPI Project No. 1908 Map Lot No. Property Owner Mailine Address 97 19 Linbob, LLC 80 Kimberly Drive South Windsor, CT 06074 108 19 Andre L. &Andre K. Charbonneau 125 Edwin Street South Windsor, CT 06074 109 15 Fitch Meadow PUD Fitch Meadow Lane South Windsor, CT 06074 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 Email: dpicivil@aol.com UNITED SIMES ■� ROSiM SERVICE ** WELCOME TO BISSELL STATION SOUTH WINDSOR, CT 06074-9997 08/19/04 04:22PM Store LISPS Trans 31 Wkstn sys5002 Cashier KDGBZH Cashier's Name JOHN Stock Unit Id SIAJOHN PO Phone Number 860-528-0832 LISPS # 0833690874 1 . First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost; 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131846317 r Return Receipt 1.75 2. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES P Certified Mail 2.30 70032260000131846324 Return Receipt 1.75 3. First Class 4.42 Destination: 06074 Wei ht: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131846331 Return Receipt 1.75 4. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 032-2600001-31846348 Return Receipt 1.75 5. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131846355 Return Receipt 1.75 6, First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131846362 Return Receipt 1.75 7. First Class 4.42 1 . . -- SERVICES Certified Mail 2.30 70032260000131846362 Return Receipt 1.75 7. First Class 4.42 z Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131846379 Return Receipt 1 .75 8. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852844 Return Receipt 1 .75 9. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852837 Return Receipt 1.75 10. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852820 Return Receipt 1 .75 11. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852882 Return Receipt 1 .75 12. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 base ate: 0 SERVICES Certified Mail 2.30 70032260000131852875 Return Receipt 1 .75 13. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852868 Return Receipt 1.75 14. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 ? SERVICES f`artifiarl Mail 2.30 SERVICES E Certified Mail 2.30 70032260000131852851 Return Receipt 1 .75 15. First Class 4.42 g Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852974 Return Receipt 1 .75 16. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI r Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852967 Return Receipt 1 .75 17. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 r SERVICES Certified Mail 2.30 70032260000131852950 Return Receipt 1 .75 18, First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852943 Return Receipt 1 .75 19, First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852936 Return Receipt 1 .75 20. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: O-x SERVICES Certified Mail 2.30 70032260000131852905 Return Receipt 1 .75 21 . First Class 4.42 Destination: 06074 ' Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852929 Return Receipt 1 .75 22. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 ? SERVICES rprtifipd Mail 9-.qn Certified Mail 2.30 70032260000131852899 Return Receipt 1.75 23. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131853056 Return Receipt 1 .75 24. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131853049 Return Receipt 1 .75 25. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost; 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131853032 Return Receipt 1 .75 26. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131853025 Return Receipt 1 .75 27. First Class 4.42 Destination: 06074 Weigght: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131853018 Return Receipt 1 .75 28. First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131853001 Return Receipt 1 .75 29. First Class 4.42 Destination: 06074 Weight: 0.50oz ' Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852998 Return Receipt 1.75 30, First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate; 0.37 SERVICES ? Certified Mail 2.30 7nnggqRnnnn1RiR;9AAi JCRY1UCJ I Certified Mail 2.30 70032260000131852981 Return Receipt 1.75 31, First Class 4.42 Destination: 06074 Weight: 0.50oz Postage Type: PVI Total Cost: 4.42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131852912 Return Receipt 1.75 32. First Class 4.42 Destination: 06074 Weight: 0,50oz Postage Type: PVI r -: Total Cost: 4.42 Base Rate: tE 0.37 SERVICES Certified Mail 2.30 70032260000131846393 Return Receipt 1.75 33. First Class 4.42 Destination: 06074 Wei ht: 0.50oz Postage Type: PVI Total Cost: 4,42 Base Rate: 0.37 SERVICES Certified Mail 2.30 70032260000131846386 Return Receipt 135 34, 7.40 Flag Db1S Bk 7.40 Subtotal 153.26 Total 153.26 AMEX 153.26 <23-903001246-98> ' ACCT, NUMBER EXP06470CLERK ID RUTH 588637XX1CREDIT TRANS # 1101 ALL SALES FINAL ON STAMPS AND POSTAGE, REFUNDS FOR GUARANTEED SERVICES ONLY, Order stamps at USPS.com/shop or call 1-800-Stamp24. Go to USPS,com/clicknship to print shipping labels with postage. For other information call 1-800-ASK-USPS. Number of Items Sold: 34 Thank You Smile & Have A Nice Day!!! i RECEIVED Drainage Statement AUG 1 2 �004 Metals Testing Company 80 Kimberly Drive SOUTH WINDSOR PLANNING DEPT. South Windsor, CT Date: 8-12-04 Metals Testing Company is proposing a two phase addition to their existing building and parking lot at their Kimberly Drive location. There are no wetlands located on the site. Phase I: Construction of a 4,680 S_F. addition onto their existing building via a 810 S.F. connector building for a combined total of 5,490 S.F. As part of the proposed expansion, additional parking will be provided. The parking lot proposed for Phase I will be adjacent to the building addition, north of the existing paved driveway. It will provide an additional 18 spaces. Phase H: Construction of a future 7,500 S.F. addition and an additional 18 space parking lot which will extend the Phase I lot to provide a total of 36 proposed spaces when the overall expansion is complete. The developed areas of the site presently drain to 2 catch basins located on Sandra Drive and Kimberly drive via sheet flow across the existing pavement, and a 6"PVC roof drain discharging into the Sandra Drive catch basin_ Lawn runoff from the eastern side of the building currently drains to an existing dry well which reportedly frequently floods. The proposed development will result in an increase on the site of approximately 1.25 AC. of impervious coverage(Phase I and II). Assuming an increase in runoff coefficients from 0.25 (undeveloped)to 0.90(developed), and a minimum 5-minute time of concentration, the peak increase in runoff for a 10-year design storm would be 4.93 CFS. Runoff from the developed site will be treated using a Baysaver 1k system before entering the Town's existing drainage system. We understand that the storm sewer within Sandra Drive and Kimberly Drive were designed to handle runoff from the developed lots without the need for detention. Standard erosion controls have been designed to be used during construction including silt-fencing down-slope of disturbed areas, and around the semi-permanent topsoil stockpile to be located on the abutting lot to the east. Landscaping will be provided itlurrparking-yeas-as-required-b Additionally;lawn-areas-disturbed-by gradina will be seeded and there will be no disturbance in the 50 foot forested buffer area. i a c 0 7A7 ®� #R 1 � �11 1 1 I N � 1 odi IIN 111 i umi in Kelli Koehler RE In-house Referra104 51 P Metal Testing Site Plan . . .... -- .,.... _. _.. ell': From: "William Lanning"<WLanning@southwindsorfire.org> To: "Kelli Koehler"<koehle@southwindsor.org> Date: 8/17/04 3:20PM Subject: RE: In-house Referra104-51 P, Metal Testing Site Plan -----Original Message----- From: Kelli Koehler[mailto:koehle@southwindsor.org] Sent: Friday,August 13, 2004 3:45 PM To: Bob Deptula;Jeff Doolittle; Chris Dougan; Ray Favreau; Matt Galligan;`Mike Gantick; Kristian Lindstrom; Sgt. Rich Bond; Karl Reichle; Fred Shaw; Dennis Sheridan; Melvin Stead; William Lanning Subject: In-house Referra104-51 P, Metal Testing Site Plan Please respond with any comments. Kelli Koehler Administriative Secretary No Comment at this time. I will review drawings when they are available. Wm. Lanning IN. DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis gis.gps.landscape architects September 14,2004 Town of South Windsor RECEIVED G® 1540 Sullivan Ave. South Windsor, Ct 06074 SEP 14 2004 Attn: Jeffrey Doolittle,P.E.,Town Engineer SOUTH WINDSOR PLANNING DEPT. Re: Metals Testing Company DPI Proj.No. 1908 1 Dear Jeff, We have enclosed revised plans(Sheets 3,4,5,and LI)for the above referenced project. The plans have been revised to address your comments from. Our responses to each like numbered comment are as follows: 1. We would prefer to leave Catch Basin 2 as shown on our original submission_Its location is integral to the drainage layout and to the cost control of the project. It allows the drainage pipe connecting the proposed yard drain to the east of the buildings to run underneath the connector building. If moved,it would shift this pipe to underneath the Phase 1 building which is not desired.Additionally,moving it closer to the pavement would create future disruption to the existing Phase 1 pavement when the Phase 2 pavement and drainage pipes will be installed.Keeping it away from the pavement will create minimal disturbance to,the existing pavement when installing the drainage pipe extension.During the snow season, maintenance of the pavement will include the manual shoveling of the paved leak-off in order to avoid clogging. 2. The Baysaver unit was previously shown with access manholes which are not necessary for an inline saver.These have been removed from the plans and the Baysaver has been shifted closer to Catch Basin to avoid conflict with existing telephone and electric lines. 3. A wye connection has been added to the proposed sanitary sewer lateral for the Phase 2 building connection as requested. A note and detail have been added to the plans. 4. The pitch of the swale to the east of the proposed building expansion has not been revised, as it has been designed to direct as much water as possible away from both the existing yard drain and the proposed yard drain.The existing yard drain reportedly floods in heavy rains.The proposed yard drain with pipe connection has been added to alleviate these problems. We feel that directing additional water towards the proposed yard drain may lead to future flooding problems. 5. As requested,a yard drain has been added to the northwest corner of Phase 2 building at the end of the storm drain pipe in front of the building.The curtain drain on the north side has been sloped towards this drain and connected via a pipe.The yard drain has been connected to Catch Basin 3 with a 4"PVC pipe. 6. A right to grade easement along the easterly property boundary is not necessary,as Linbob,LLC owns both the property on which Metals Testing is located and the property to the east. The semi-permanent topsoil stockpile is in place for the storage of material removed during Phase 1,and will remain until the eastern lots are developed,at which time the material can be used as backfill or for additional grading as needed. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 9 Fax: (860)291-8757 A ' DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis gis•gps.landscape architects 7. The Landscape Plan has been revised to indicate Crown Vetch grass seed along the steep slopes on the east and north sides of the property. 8. The maintenance and operation of the proposed stormwater management facilities has been outlined in our details sheet(6 of 6)in the Maintenance and Operation narrative as well as on the Baysaver detail sheet Maintenance narrative. The stormwater management system on this site has been incorporated into the previously approved industrial park stormwater management system which has been designed to handle the runoff capacities of all developed lots within the park. 9-11. A WPCA application will be submitted and all permits will be applied for upon approval by PZC. Please feel free to contact me should you have any questions and/or comments. Sincerely, Becky Meyer Project Engineer Enclosures Cc:Marcia Banach with enclosures 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 September 7, 2004 Certified#70020510000081151393 Design Professionals, Inc. Attn: Richard Boston 165 South Satellite Road South Windsor, CT 06074 RE: Appl.#04-51P—Metals Testing Addition—80 Kimberly Drive Dear Mr. Boston: At the September 1, 2004 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application#04-51P—Metals Testing Addition—80 Kimberly Drive— Conservation Commission application for the construction of an approximately 12,000 sq. ft. building addition, including parking lots, stormwater structures and associated site improvements on property located northerly of Kimberly Drive and easterly of Sandra Drive. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon,must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning&Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on September 1, 2009. It is the a dower,, applicant(s)-r-esponsifrility-toArack-ex-piration-dates-andmatifyth� Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. Metals Testing September 7, 2004 Page 2 6. We recommend a bond in the amount of$5,000 be submitted to the Planning&Zoning Commission to ensure compliance with the erosion and sediment control measures. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairperson EW:dr MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 9/7/04 RE: App 04-51 P, Metals Testing Co. I have reviewed the site plans for the Metals Testing Co. at 80 Kimberly Drive and I have the following comments: 1. Move the proposed CB2 to the comer of the proposed parking are and eliminate the paved leak-off. This will eliminate clogging of the paved leak-off and make the CB easier to reach for cleaning and maintenance. 2. It looks like there will be utility conflicts with the proposed Baysaver location. Check this and move the Baysaver as necessary. 3. Install a Y connection and clean-out where there is a T in the proposed sanitary sewer lateral for the phase 2 building connection in front of the phase 1 building addition. 4. Reverse the pitch of at least part of the swale to the east of the proposed building expansion so the water in this swale flows toward the proposed yard drain. As shown it is a long way for the surface water to flow north around the building. 5. In phase 2, include a yard drain at the north west comer of the building at the end of the storm drain pipe in front of the building. Slope the curtain drain on the north side of the building toward this yard drain and pipe the curtain drain into this yard drain. 6. There needs to be an easement shown for the grading and topsoil stockpile on Lot 11 to the east. What is a "semi-permanent' topsoil stockpile? This should be used on site or removed from the site. 7. The steep slopes (3H:1 V) proposed on the east and north sides of the property should be planted with Crown Vetch grass seed which will stabilize the slopes and require little maintenance. Town staff can work out the details with the owner and landscaper. 8. A stormwater management plan needs to be submitted with this site plan. 9. WPCA review and approval is needed for this site plan. 10.A drain layers permit must be taken out from the Engineering Division prior to the installation of the piping for the sanitary sewer lateral. A street cut permit and permanent patch fee will also be required to cut into the pavement on Sandra Drive. 11.A street cut permit is also needed for the driveway relocation and connection to the existing catch basin in Sandra Drive. Please call me (x 245) if you have any questions. DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis gis.gps.landscape architects September 8,2004 Town of South Windsor RECEIVED 1540 Sullivan Ave. South Windsor, Ct 06074 SEP - 8 2004 Attn:Michele Lipe Assistant Director of Planning SOUTH WINDSOR PLANNfNG DEPT. Re: Metals Testing Company DPI Proj.No. 1908 Dear Michele, We have enclosed revised plans for the above referenced project. Currently,we have yet to receive engineering comments which you had mentioned in your letter as being forthcoming.The plans have been revised to address comments the Planning Department has made.Our responses to each like numbered comment are as follows: 1. There is no right to grade easement to be provided along the easterly property boundary,as Linbob,LLC owns both the property on which Metals Testing is located and the property to the east. 2. There are no new floor drains proposed in the new building. 3. The landscape screening around the dumpster has been revised to 8`(at maturity)yews for a more effective screen. 4. New lighting is being proposed. Wall packs will be installed on both Phase 1 and 2 buildings in order to light the parking lot but create minimal light pollution near the residential area to the rear.Lighting includes 2-40OW BPS wall sconces,3-100W BPS wall sconces above manways,and 1-250W BPS wall sconce above the overhead door.A lighting plan with photometrics has been included in the revised plans. 5. Buffer plantings have been added to the existing vegetation at the buffer line as shown on the landscaping plan. Also,a cross section of the buffer area and additional site planting at five years and maturity has been provided. Please feel free to contact me should you have any questions and/or comments. Sincerely, Z�� Becky Meyer Project Engineer Enclosures 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 South • • Planning Department Memo To: Peter De Mallie, Design Professionals From: Michele Lipe, Assistant Director of Planning Date: 8/31/2004 Re: Metal Testing Review Comments 04-51 P Following are review comments from the Planning Department. Please make appropriate revisions and submit seven complete sets (including landscaping and architectural elevations) to the Planning Department at least 10 days prior to the meeting (scheduled for September 14th.) Engineering comments will be forthcoming. If you have any questions, please call. 1. Is there a right to grade easement to be provided Metals Testing along the easterly property boundary? 2. Are there any new floor drains being added in the new building? If so, how/where are they being connected? 3. The proposed dumpster should be screened with something more effective (in addition to the 18"-24"yews) 4. Is there any new lighting being proposed in the parking area? If so, the location and type of lighting should be shown(Full cut-off lights required)and a photometric diagram should be submitted 5 Buffer plantings should be added to supplement—the—existing vegetation—and— requirements of section 10.4 must be addressed (cross sections of the buffer at five years and maturity provided). 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail lipeCo)southwindsor.org 0 Page 1 10*1 N SF4 Town O-P SotzA ?d&11,&0t a V 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•co TELEPHONE (860) 644-2511 September 21, 2004 CERTIFIED MAIL Mr. RobertDelisle 7002 0460 0001 9744 3401 Delisle, Inc. d/b/a Metals Testing Company 80 Kimberly Drive South Windsor, CT 06074 Re: Appl#04-51 P,Metals Testing Company Site Plan Dear Mr. Delisle: We are pleased to advise you that the Planning&Zoning Commission voted on September 14, 2004 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 12,900 square foot addition(shown in two phases)on property located at 80 Kimberly Drive, I zone as shown on plans prepared by Design Professionals, Inc., Job No. 1908 dated September 8, 2004, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands . Agency/Conservation Commission, including a bond in the amount of$5,000. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 f hu Zor==ng R ulat— S. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of$2,000 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 10. The building street number must be included on the final plan. 11. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 12. Engineering comments dated 9/7/04 must be addressed to the Town Engineer's satisfaction. 13. Developer must coordinate with Town Staff the type of light to be placed on the rear of the building. Black and white transparent mylars of Sheet#2 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans)must be submitted to this Commission within 30 days to be stamped and signed. The letter of approval of this Commission as well must be reproduced on the mylars. After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Timothy H. Wentzell, Chairm Planning and Zoning Commission THW/kak cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. BOND TRANSMITTAL DATE• i O `► CONTRACTOR/DEVELOPERS J NAME & ADDRESS Lo sbv.*k Wt v, j of t PROJECT LOCATION/ADDRESS g� ► ax 6 DNt LOT SUBDIVISION nL'�"UV, ftA, (4 SI V)CA V1 P&Z OR IWA/CC APPLICATION NUMBER AIAS(p, _ AMOUNT OF BONDL) CHECK NUMBER 5 ) ,;L, DEPARTMENT pl 11 I� SUBMITTED BY � NAME DATE RECEIVED BY FINANCE /0-/0-1/64 NAME DATE SUB ACCOUNT NUMBER d y d <p S:\ENGINEER\FORMS\Office Forms\BOND TRANSMITTAL.doc .... . .. :.:.. ;.:,«:. ,:;u .�a:s+ 'intl.�. ., ,.. ;_.rg._ ,. .....y�.?3hrnT:.:., .:"2`,�t�'t�SifR�15 7�_°r••ei;'7wj'v:f.$-'y. s�^:�i:;$'F2:}�'3,�',.wi'.:.,;j .:-%, i°.:+`e - ".'�' "',"°,7 v TOWN: OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE& SUBDIVISION µ GENERAL: -7 C CHANGE ORDER CONTACT PERSON `' Phone No. �l Address ' 1'1C ,vSOte-1 P i) SUJ n LT Site Name M' P&Z No. Owner Q Phone No. ContractorDriando hnnuj1VLGpn Signature of Owner Date: Signature of Desig knjgr. JF Date: 03 CHANGE: Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) ' e S s % ' - sj addion I Reason for Change: (Why is change required) 'o �w fry~' r�r aa-er v�hlclr mahtuMabillh APPROVALS: (As Required Dir.. Of Planning ' Dater � Town Engineer ' Dater Dir. of Public rks Date: Other: Date: STAFF COMMENTS: White Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department - ----------- ,SOW N Sf4 a 7_0� O-Pslou� V y � - �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �f�OsoR'CO TELEPHONE (860) 644-2511 October 29,2004 Design Professionals,Inc. 165 South Satellite Road South Windsor,CT 06074 Attn: Galen Demprebon -- -- - :-Metals-Testing£ompany - ------ - - - -- - -BD-Kimberl3�-Drive--- ------ -- -- ----------- - — ---- - - South Windsor,CT 06074 - Dear Mr.Semprebon: - The South Windsor Water Pollution Control Authority,at its regular meeting-of October 5;2004;gave - approval for the connection to the Town's sewerage system of commercial buildings located at 80 Kimberly Drive, South Windsor,CT as more specifically shown on plans entitled"Metals Testing Company-Topographic Map"prepared by Design Professionals,Inc.,Project No.04-1908,Drawing No(s)4,dated 8-12-04,revised 9-14-04,and subject to the following conditions: l. Connection to be used for bathroom facilities only. 2. Technical approval of the Town Engineering Department. 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, JcVeph J.C Zino,Chairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan,Town Manager Michael J.Gantick,Director.of Public Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning Chris Dougan,Chief Building Inspector Robert Delisle,Delisle,Inc. p`t041 df, ~ �� 01 �• •. 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 'NOS°R•CO TELEPHONE(860) 644-2511 December 17, 2004 Mr. Robert Delisle Delisle, Inc. d/b/a Metals Testing Company 80 Kimberly Drive South Windsor, CT 06074 Dear Mr. Delisle: Re: Preconstruction Meeting— App104-51P,Metals Testing Company Site Plan December 16,2004 IN ATTENDANCE I I I I I 1 Mark Dunnack MacCloin Trucking P O Box 356 East Glastonbury, CT. 06025 860-2511 x251 Ernie Babineau Orlando Annulli P O Box 610 147 Hale Road Manchester, CT 06040 860-644-2427 Becky Meyer Design Professionals 165 So. Satellite Road South Windsor 06074 860-291-8755 Galen Semprebon Design Professionals 176 So. Satellite Road South Windsor, 06074 860-291-8755 Bernie Drabek TOSW 1540 Sullivan Avenue 860-644-2511 241 Jeff Folger TOSW 1540 Sullivan Avenue 869-644-2511 229 Jeff Doolittle TOSW 1540 Sullivan Avenue 860 644-2511 245 Michele R. Lipe TOSW 1540-Sullivan Avenue 860 644-2511 250 The brief summaYo peints discussed- is during-the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 1 December 16, 2004 Mr. Robert Delisle Delisle, Inc. d/b/a Metals Testing Company 80 Kimberly Drive South Windsor, CT 06074 Dear Mr. Delisle: Re: Preconstruction Meeting— Appl 04-51P,Metals Testing Company Site Plan December 16, 2004 IN ATTENDANCE Mark Dunnack MacCloin Trucking P O Box 356 East Glastonbury, CT. 06025 860-2511 x251 Ernie Babineau Orlando Annulli P O Box 610 147 Hale Road Manchester, CT 06040 860-644-2427 Becky Meyer Design Professionals 165 So. Satellite Road South Windsor 06074 860-291-8755 Galen Semprebon Design Professionals 176 So. Satellite Road South Windsor, 06074 860-291-8755 Bernie Drabek TOSW 1540 Sullivan Avenue 860-644-2511 241 Jeff Folger TOSW 1540 Sullivan Avenue 869-644-2511 229 Jeff Doolittle TOSW 1540 Sullivan Avenue 860 644-2511 245 Michele R. Lipe TOSW 1540 Sullivan Avenue 860 644-2511 250 The following ts-d ssed-duringthe meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in lace prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 1 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Sandra Drive. Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist (requested, required) for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade d. Preparation of subbase, six(6)inch lifts e. Placement of bituminous concrete, two (2) inch layers maximum 3'. Certification of gravel used as subbase and processed'stone for base will be required from an approved testing company. 4. A Street Excavation Permit will be required for work in the right-of-way including sewer, storm,etc. 5. A Drain Layer Permit is required for the new sewer connection. 6. Certification of all products used — storm pipe, structures, pavement, etc., shall be presented to the Town Engineer prior to installation. 7. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 8. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checkli 9. All pipe and structures to be backflled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 10. Any problems and/or questions regarding construction of this project will be directed to Ernie Babineau in the field at phone number 860 64,6-2427. Wy- 11. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 2 12. Job meetings will be held as needed, and can be called by the developer or Town. 13. Seventy-two- (72)hours' notice needed for certificate of use inspection. 14. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 15. Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday. 16. No paving after October 15 or before April 15 without written approval from Director of Public Works. 17. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the Town Staff/Inspectors will be requesting additional compaction tests in these areas. 18. Sanitary lateral locations should be tied down to existing structures and shown on the as- builts. 19. During construction of sanitary sewer laterals, the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the Design Engineer/Surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. 20. During construction for individual house lots, lot to lot drainage must be addressed with drainage swales as necessary. For lawn establishment, Town Staff will be requiring erosion control measures to be installed prior to the issue of the Certificate of Occupancy to ensure soil stabilization. A detailed erosion control plan must be implemented and depicted on the plot plan for review prior to the issuance of the building permit — most particularly on lots with extensive grading. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. A$5,000 E& S bond and$2,000 landscaping is required. SNET/NU 1. Contact utilities for coordination of utilities connection. 3 Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. Police Services I. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, Michele R. Lipe,AICP Assistant Director of Planning MRL/pmm cc: Jeff Doolittle, Town Engineer Karl Reichle,Public Works Mel Stead, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P SBC 4 v, y� _ .'s�',w�,,n�...�... .�.�ri:::.7 •::,::o.a�-s� ar 'a.��% :C"�':"F.,: ,r. .<, ., '`"k., �'�.'..<n .�.r?�: .- Y .•-?fir �.,+ �,s�' r TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE SUBDIVISION GENERAL:CHANGE ORDER CO TACT PERSON f5eck �v t L i r Phone`- No.2q 1 9-7 55 ` Address D6ig'1 R&s§ona s Inc, 165 5.5v44 h 4e Rd LSD wh W(rd60r CT ` Site Name M041s _RSWA UhjPar)y P&Z No. a�� Get Tp Owner W)1001p LAB Phone No. CS 2-19D Contractor NIM1111 NUA04a LSDY Inc,. Signature of Owner/AMA Date: 3 2 h Signature of Design ngr. Date: 3 G CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) Sfa l l sTc. qca Pr ecacl ecroreft ,5f w mae r stor mwater -1yera-i r-tn LAn' t in Dime Boy saver Reason for Change: (Why is change required) E-auiyal•en+ aNevncr ve. 5tDrmwnttr tyeatrntnt Ltnt'+ APPROVALS: (As Required J Dir. Of Planning Date:. �f � Town Engineer Date: Dir. of Public Wo s Date: . E Other: Date:---- STAFF Applicant A-Whit"c - Town Engineer Yellow Pink - Director of Planning Goldenrod Engineering Department ` •ili ., ..Y kawy •r 58)+ri"r +.Tir ';J^ .i_:g.... P+ ^9 'Y'4-, ^.j, R _nq-� , - t <' TO >OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON eIr v Me VCk Phone No.ZA I' U7 GED Address '_ Road Souih M 6d V 6T Site Name LJS CmDaInva P&Z No. Owner Uhlook2 (,,,(r,C,, Phone No. Contractor Orlando AnyN S Signature of Owner n Date: Z Signature of Design 7nar. 3k.41 Date: CHANGE: (Describe location"and nature of change. Include Four (4) copies of plan/profile of Change. ) 1 L OfIMI 1 Ili Reason for Change: (Why is change required) `�1� h�11 Yl l i'Y��.Z�.d PTDfh �OY PX('I�VGt�7D 1j1 . APPROVALS: (As Required) Dir. Of Plannin Date: '/ Town Engineer } Date: 7GA Dir. of Public orks Date: Other C.� � ►�. 'al1v�'oM G�v, �+-o Date: lllz6l&� STAFF COMMENTS: cn , Vic! . h✓ is �n .J /24 r,. I-G Sfl e.s � ' �Pjd fly ILuc.w.l , Plo5.1'•, p F . s �Gell�! Fi ,rb 4,s White - Town Engineer Yellow —Applicant Pink - Director of Planning Goldenrod - Engineering Department 10NN Sr', C x F 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �O8 R CO TELEPHONE (860) 644-2511 June 16, 2010 Delisle dba Metals Testing Inc. Robert Delisle 80 Kimberly Drive South Windsor CT 06074 Dear Mr. Delisle: Re: Appl. 04-51P, Metals Testing-landscaping bond release$2,000 Appl. 04-51P,Metals Testing—IWA/CC bond release$5,000 This is to advise you that the Planning and Zoning Commission voted on June 8, 2010 to release the above mentioned bonds ln the total amount of$7,000. A check will be mailed to you from Town of South Windsor. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, PLANNING&ZONING COMMISSION Patrick Kennedy, Chairman PK/ma cc: Town Engineer BOND RELEASE TRANSMITTAL DATE: CONTRACTOR/DEVELOPER NAME & ADDRESS [ o c)-� PROJECT LOCATION/ADDRESS LOT V P&Z' OR .IWA/CC APPLICATION NUMBER SUB ACCOUNT NUMBER 5 D Do ORIGINAL, BOND AMOUNT 1.2/6vv `� - � �,�vv • �l-e-�l a-�cJS Please release the bond indicated above as all of the required work has been completed. NAME co DATE BY CHECK # ISSUED DATE St\ENGINEER\FORMS\Office Forms\BOND RELEASE TRANSMITTAL.doc 0 -5 4 SEWER LINE ACCESS EASEMENT 4042 PERMANENT EASEMENT KNOW ALL MEN BY THESE PRESENTS, that LINBOB, LLC, a Connecticut limited liability company having an office in the Town of South Windsor, County of Hartford and State of Connecticut, in consideration of ONE ($1.00)DOLLAR AND OTHER VALUABLE CONSIDERATION, received to its full satisfaction of the TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, does give, grant, bargain, sell and confirm unto the said TOWN OF SOUTH WINDSOR, its successors and assigns the right, privilege and authority in, through, upon and over a certain piece of land as described in Exhibit A attached hereto and made a part hereof., together with the right,privilege and authority to access the sanitary sewer manhole for purposes of inspecting, monitoring and sampling waste water discharge. IN WITNESS WHEREOF, the Grantor has hereunto caused this instrument to be signed and sealed this 2Is' day of July, 2010. Signed, sealed and delivered GRANTOR: in the presence o£ LINBOB LLC - By fah Z L t OU( G14 M /{tt� Robe . Delisle, Manager em er —� � We STATE OF CONNECTICUT ) COUNTY OIL HARTFORD ss: South Windsor July 21, 2011 ) On this 2 1" day of July, 2011, before me, Harold R. Cummings, the undersigned officer, personally appeared, ROBERT J. DELISLE, Manager/Member of LINBOB, LLC, known to me (or satisfactorily proven) to be the person whose name is subscribed to the within instrument, and acknowledged that he executed the same for the purposes therein contained as his free act and deed and the ree act and deed of said limited liability company. 4� Harold R. Cummings Commissioner of the Superior Court Doe ID: 002091890003 Type: LAN Book 2200 Page 54 - 56 File# 4042 Jf r ,' ! ZU U Pi ACCEPTANCE BY GRANTEE: TOWN OF SOUTH WINDSOR By Witness Matthew B. Galligan, Town M nager Date '-\ ~1-�� TOWN HALL USE ONLY Approved by Town Engineer Date 'dD�r�� U PA of SCHEDULE A SEWER LINE ACCESS EASEMENT TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR OVER LAND NOW OR FORMERLY OF LINBOB,LLC IN THE TOWN OF SOUTH WINDSOR, COUNTY OF HARTFORD AND STATE OF CONNECTICUT LEGAL DESCRIPTION Map Reference: "Easement Map, Dependent Resurvey prepared for Linbob, LLC, 80 Kimberly Drive, South Windsor, Connecticut;Drawing No. 1917-ease; Scale I"=20'; Sheet I of 1;Dated 05-02-05;prepared by Design Professionals, Inc. Point of beginning being a distance of 21.40 feet along a curve to the right having a radius of 55.00 feet and a central angle of 22' 17' 52" from an iron pin in Sandra Drive as shown on the above-referenced map. Thence: N 84'02' 30"E, along property now or formerly of Linbob, LLC a distance of 16.05 feet to a point. Thence: S05'57' 30"E,along property now or formerly cf Linbob, LLC a distance of 15.00 feet to a point. Thence: S84' 02"00' W, along property now or formerly cf Linbob, LLC a distance of 16.05 feet to a point. Thence: Along a curve to the left having a radius of 55.00 feet and a central angle of 15140' 30"a distance of 15.05 feet to the point and place of beginning. Easement contains 230+ square feet. RECEI'VED FOR RECORD 0 S o2o i I AT -,2- :.2 5 P m P I RECORDED IN Sr)U ND OR,C1 Dj I kmw UUM A