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TOWN OF SOUTH WINDSOR INLAND WETLANDS WATERCOURSES AND CONSERVATION APPLICATION APPLICATION # / 8 DATE RECEIVED INSTRUCTIONS 1. THE APPLICATION, MAP AND PLANS MUST BE SUBMITTED IN DUPLICATE, TOGETHER WITH THE FEE SET FORTH IN THE INLAND WETLANDS, WATERCOURSES AND CONSERVATION REGULATIONS, TOWN OF SOUTH WINDSOR. (SEE REGULATIONS, SECTION VII). Z. THE SOUTH WINDSOR INLAND WETLANDS, WATERCOURSES AND CONSERVATION REGULATIONS SHOULD BE REVIEWED WITH RESPECT TO THE STANDARDS AND CRITERIA FOR APPLICATION EVALUATION. (SEE REGULATIONS, SECTIONS VII - X). 3. THE APPLICANT UNDERSTANDS THAT THIS APPLICATION IS TO BE CONSIDERED COMPLETE ONLY WHEN ALL INFORMATION AND DOCUMENTS REQUIRED BY THE AGENCY HAVE; BEEN SUBMITTED. THE APPLICANT SHALL ALSO COMPLETE THE STATE FILING FORM. A. APPLICANT'S NAME: 1r`• �^� r )�i�' ��►.t . c ADDRESS: q PHONE: (HOME) (WORK) f `f 1- C"/57.L B. LEGAL OWNER'S NAME: L97 e ADDRESS: r 4 G �7 % --- PHONE: (HOME) ��' �y� (WORK) � 7 rT (List additional owners, addresses, and tel #'s on back oT application C. IF 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 (if any) 1. Contact Person (if further information.is needed). 4L14( 1*1�plk-; Phone # (work) Fax # E. THE GEOGRAPHICAL LOCATION OF THE PROPERTY WHICH IS TO BE AFFECTED BY THE PROPOSED REGULATED ACTIVITIES INCLUDING A DESCRIPTION OF THE LAND IN SUFFICIENT DETAIL TO ALLOW IDENTIFICATION OF THE PROPERTY ON THE INLAND WETLAND AND WATERCOURSES MAP. Assessor's Map # Parcel Zone F. NAMES OF ALL ABUTTING PROPERTY OWNERS: (Use separate sheet if necessary) SIGNATURE: THESE SIGNS MUST BE DISPLAYED CONTINUOUSLY FOR AT LEAST TEN (10) DAYS PRIOR TO SCHEDULED MEETING (See Regulations, Section 7.3a). THE UNDERSIGNED HEREBY APPLIES FOR THE REGULATED ACTIVITIES LISTED IN PARAGRAPH H ABOVE, FOR A INLAND WETLANDS, WATERCOURSES AND CONSERVATION PERMIT FOR THE PROPERTY DESCRIBED HEREIN AND CONFIRMS THAT: 1. APPLICANT IS FAMILIAR WITH THE CURRENTLY EFFECTIVE INLAND WETLAND, WATERCOURSES AND CONSERVATION REGULATIONS OF THE TOWN OF SOUTH WINDSOR. 2. APPLICANT UNDERSTANDS THAT AT ANY TIME DURING THE REVIEW PERIOD, THE AGENCY MAY REQUIRE THE APPLICANT TO PROVIDE MORE INFORMATION ABOUT THE WETLANDS AND/OR WATERCOURSES IN QUESTION AND/OR ANY PROPOSED ACTIVITY. 3. ALL INFORMATION SUBMITTED IN THE APPLICATION FOR REVIEW SHALL BE CONSIDERED FACTUAL, OR IN THE CASE OF ANTICIPATED ACTIVITY, BINDING. A KNOWING FAILURE OF THE APPLICANT OR ANY OF HER/HIS AGENTS TO PROVIDE CORRECT INFORMATION, OR PERFORMANCE EXCEEDING THE LEVELS OF ACTIVITY ANTICIPATED, SHALL BE SUFFICIENT GROUNDS FOR REVOCATION OF ANY PERMIT UNDER THESE REGULATIONS. 4. BY MAKING THIS APPLICATION, THE APPLICANT GIVES PERMISSION TO THE INLAND 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. Signature of Owfier of Property Date "7'tigfiature pphcant Date j a ABUTTING PROPERTY OWNERS PROPOSED CLIFFWOOD ESTATES SOUTH WINDSOR, CT JCSA PROJECT NO. 87-1418-1 OWNER STREET ADDRESS MAILING .ADDRESS Dart Hill Realty,Inc. 658 Ellington Road Same South Windsor, CT 06074 James M. Gerrity,Jr. 278 Lawrence Road Same South Windsor, CT 06074 Joseph C. & Carol C. Bremseth 268 Lawrence Road Same South Windsor, CT 06074 Joseph E. Courey 256 Lawrence Road Same South Windsor, CT 06074 Robert G. Reckendorf 244 Lawrence Road Same South Windsor, CT 06074 Barton G. & Jean E.Pettit 232 Lawrence Road Same South Windsor, CT 06074 Bradford E. Sylvester 220 Lawrence Road Same South Windsor, CT 06074 Albert-Smith Harriet& Smith 208 Lawrence Road Same South Windsor, CT 06074 Frank J. & Karen M. Deftionte (IWw) 190 Lawrence Road Same South Windsor, CT 06074 Robert J. & Ursula K. Ryan 140 Lawrence Road Same South Windsor, CT 06074 52 Lawrence Road Same / South Windsor, CT 06074 0" Walter S. Umberfield 54 Cliffivood Drive Same South Windsor,CT 06074 ABUTTING PROPERTY OWNERS PROPOSED CLIFFWOOD ESTATES SOUTH WINDSOR, CT (Contd.) JCSA PROJECT NO. 87-1418-1 OWNER STREET ADDRESS MAILING ADDRESS Alan R. Gudrian 59 Cliffwood Drive Same Bryan Gudrian 135 Spinners Run Same South Windsor, CT 06074 C 11 Same South Windsor, CT 06074 S/q Nil L C L C rr{2 .'ENT— CE2riFIEO MRIL 3 9 9y p e-k i'o Aece-P l- P-eiae,4ed 31/9/95 /vAMC /q 0,0-tss Dear Property Owner : Re : Cliffwood Estates Subdivision East side of Lawrence Road, north of Cliffwood Drive, S . Windsor Map #129, Parcel #62 Application #95-09P Owner : L . Investors, LLC 524 Sullivan Ave South Windsor, CT 06074 Daniel Lanza 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 . As an abutting property owner you are invited to the hearing to ask questions and/or to give comments, however, you are not required to attend . You may also submit written comments regarding the application prior to the hearing if you so desire . For further information regarding the specific date this will be heard, pie--i .e contact Pi-iyllis Math, Recording Secretary or the Zoning/Wetlands Enforcement }:fficei: at to Plasiriitz4 L7f_partment, 044-2511, c,=t . 25_ Sincerely, Daniel Lanza L . Investors, LLC 524 Sullivan Avenue South Windsor, CT 06074 209-202-7777 SENT 77 To it &M- At 3/9/95 Town Clerk Town of Ellington 55 Main Street Ellington, CT 06029 Dear Madam/Sir : Re : Cliffwood Estates Subdivision: South Windsor, CT East side of Lawrence Road, North of Cliffwood Drive, S . Windsor Map #129, Parcel #62 Application #95-09P Owner : L. Investors, LLC 524 Sullivan Ave South Windsor, CT 06074 Daniel Lanza In accordance with Connecticut General Statutes 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 L . Investors LLC to be known as Cliffwood Estates. The applicant requests an IWA/CC Permit for the construction of an 18 lot resubdivision on the property located on the easterly side of Lawrence Road and northerly of Cliffwood Drive, A-30 zone . This application is tentatively scheduled to be heard by the Inland Wetlands Agency/Conservation Commission on April 5, 1995 at 7 :30 p.m. in the Madden Room of the Town Hall. If you have any questions, please feel free to contact the Planning Department at 644-2511, ext. 253 or Daniel Lanza at 282-7777 Sincerely, Daniel Lanza L. Investors, LLC 524 Sullivan Avenue South Windsor, CT 06074 203-282-7777 cUNNEcIK;U I utrAtc I MCMI 1 ur crvverc%rr,nvr .. Statewide Inland Wetlands & Watercourses Activity Reporting Form • n accordance with the requirements of section 22a-39-14 at 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:(original scale copy of the USGS QUAD Mao with the site outlined or pinpointed) USGS QUAD MAP NUMBER: OR NAME: Manchester 3. APPUCANTNIOLATOR OR PROJECT NAME: CLIFFW00D ESTATES 4. ACTIVITY TYPE CODE: (see list of codes on back, max. of 4 codes) . . [i, 2, 9, 10 ] If type code is 12 or 13, briefly describe the activity: 5. ACTIVITY PURPOSE CODE: (enter only one code letter) . . . . . . . . . . ( s ] 6. AREA OF WETLANDS AND WATERCOURSES ALTERED (or proposed to be altered, temporary or permanent, for A" agency permits, denials and enforcement actions) A. Wetland Area Altered: . . . . . . . . . . . . . .. . . . . . . . . . . . . . [ 0.05 ACRES OR SQ. FT.] - (circle one) B. Ooen Water Body Area Altered: . . . . . . . . . . . . . . . . . . . . . (0.0 ACRES OR SQ. FT.) (circle one) C. Stream Alteration: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( n_n LINEAR FT.] 7. AREA OF WETLANDS OR WATERCOURSES CREATED: . . . . . . . [ 0.0 ACRES OR SQ. FT.] (do not include wetlands converted to open water)• (circle one) 8. TOTAL AREA OF PROJECT SITE: . . . . . . . . . . . . . . . . . . . . . . [18 ACRES] For Local Agency Use Only For State Use Only 9. REPORTING MONTH: 10. PUBLIC HEARING HELD: Y N GIS CODE # 11. ACTION: enter letter A. permit issued B. permit denied C. permit extended/amended D. map amendment E. enforcement action F. jurisdictional ruling 12. AGENT: DATE RECEIVED DEP/rev.1/95 .Fosr � �' w(o ' ?,,�1 ". I--� :� -�J=�`-�;•-. dot I •.\l �; A. • •.t 4y� �� .._._r-�-�f 1 ••_ 'IE•, R—•-+ ' ... •fir ,�. apt 00c '• � �• r -�:• �•• ,,��i—_--� 1, � �.-� _ I � • � . , �/,rt...a:. •C -- ' 111ARTFCmpo .iTOLLA Co AW '' X , G �, ' O I ..t •4� � I � y IIOUTH.WINDW§t 1`� • `� H=FbRD .•�•• . eorr ,an_ -ter f •\ � l•• f � \, iI t Grow --txj LOCATION MAP Scale: 1" = 2000' ' J.C.SOMMERS ASSOCIATES INC. ' CLIFFWOOD ESTATES SOUTH WINDSOR, CONNECTICUT ENGINEERS STATEMENT ' PROJECT NO. 87-1418-1 ' MARCH, 1995 tPREPARED BY ' JC SOMMERS ASSOCIATES INC. 25 TERRACE DRIVE VERNON, CONNECTICUT ' J.C.SOMMERS ASSOCIATES INC. TABLE OF—CONTENTS I. Project Description II. Drainage Statement III. Impact on Wetlands ' EXHIBITS 1. Drainage Calculations ' II. Detention Basin Calculations III. Pavement Design (1418-03) IV. Roadway Design Speed (1418-04) 1 1 J.C.SOMMERS ASSOCIATES INC. ENGINEER'S STATEMENT Cliffwood Estates ' South Windsor, Connecticut I. PROJECT DESCRIPTION Cliffwood Estates is a proposed Zone A-30 single family subdivision to be located on ' eighteen (18) acres adjacent to Cliffwood Drive, Spinners Run, and Lawrence Road. Approximately 1500 feet of roadway will be constructed to serve eighteen (18) lots. The roadway will intersect Lawrence Road to the north, and tie in to the existing ' Cliffwood Drive cul-de-sac. The subdivision will be serviced by public water and public sewers through extensions from Spinners Run. In addition, a sewer hookup ' will be provided at the northerly end of the existing Cliffwood Drive for possible future service to those homes, as well as an extension to allow the two properties on Lawrence Road,which are adjacent to the proposed road,to connect. ' II. DRAINAGE STATEMENT ' Presently the site is wooded with no formal drainage system. A small brook begins to form off the southeastern property corner. All flows generated on the property drain into this brook. A natural drainage swale along the southern portion of the ' site assists in draining the site to the brook. The proposed drainage consists of a stormwater sewer system to collect runoff from ' about 70 percent of the 18 acre site as well as 5.5 off-site acres. The drainage system will carry all runoff to an off-site detention basin where flows will be returned to the ' natural brook into which they presently drain. The remainder of the site will be drain naturally to the brook. ' This project will use the detention basin designed as part of the adjacent Mountain View Estates Subdivision. Although the basin has sufficient storage capacity, modifications will be made to the outlet pipe and emergency spillway to minimize effects of development on peak runoff rates. III. IMPACT ON WETLANDS ' There are a total of 4.9 acres of wetlands on the property,Y> of this, approximately 0.05 acres will be disturbed by construction of a driveway on lot 16,and storm ' drainage along lots 10 and 11. Approximately 80 cubic yards of fill will be placed in the wetlands for construction of the driveway and drainage. Construction is t expected to take one year to complete. No other impact on the wetlands is anticipated. The lots were laid out with the intention of constructing homes without incursion into wetland areas. ' J.C.SOMMERS ASSOCIATES INC. DRAINAGE CALCULATION t ' J.C.SOMMERS ASSOCIATES INC. STORM DRAINAGE REPORT CLIFFWOOD ESTATES SUBDIVISION ' The design of the storm sewers for Cliffwood Estates Subdivision consists of the installation of storm sewers within the proposed roadway that discharge to an existing detention basin adjacent to the subdivision. The storm sewers are designed for a 10 year design storm. The detention basin is designed for a 100 year design year. The storm sewer calculations are included herein. The detention basin calculations were prepared as part of the original subdivision design on the property. The detention basin handles storm water runoff from the Mountain View Subdivision,in addition to the proposed subdivision. The revisions to the design plans for the original development on the site will result in a small decrease in storm water ' runoff to the detention basin. This change is due to the elimination of approximately 400 If of roadway that previously was designed to drain to the basin. This change is very small compared to the overall drainage area for the detention basin, and will not affect the ' overall design of the detention basin or outlet structure. Therefore, the original calculations for the detention basin have not been revised and are still pertinent for the design of the basin. The calculations are enclosed herein. co N/F DAR" FIILL F, LTY INC. z �e iD / 1 � / � x UMB RFI G IDRI Tn a ZP ICI N m a Poop -. t doo JJ9.9 D I�10111U1101�111111111 ' J.C.SOMMERS ASSOCIATES INC. t DETENTION BASIN CALCULATION JOB A.R. LOMBARDI ASSOCIATES, INC. SHEET NO. OF 25 Terrace Drive CALCULATED BY DATE ' VERNON, CONNECTICUT 06066 (203) 872-2703 CHECKED BY DATE SCALE ...... ...... .... .... .... .... .... ...... ........ ... ... .. . ... ..... ..... .... .... .... ...... ... ... .... .... ...�fT� `� .c�!"/. . .. . �5/.!`1'. . ...: ,��S/ /'�..... ... .. : ...... ..... ...... ..... ..... ..... ....... ...... :..... ...... . ...... . . .. . . .. ... . ...... ...... ..... ...... .. .... .... ... .... ._.. ..... . ....: ....... ..... . .... IPRODUCT 205-1�1] ..G,w..Mm 01471.To O*r PHONE TOLL FREE 1-OW-225-M ' A.R. LOMBARDI ASSOCIATES, INC. JOB�P�G`z �.6�ic�is�.� 86 -/S//8 25 Terrace Drive SHEET NO. 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PRODUCT 205-1�lm..Gram,Men.0147t To Order PHONE TOLL FREE 1-800.225-6380 ' J.C.SOMMERS ASSOCIATES INC. CALCULATION#1418-03 PAVEMENT DESIGN II 1 1 1 t J.C.SOMMERS ASSOCIATES INC. PAVEMENT_ DESIGN GENERAL ' Roads will be constructed through two principal soil types. The following information was obtained from the Hartford County Soil Maps. ' WAPPING NARAGANSETT ' Unified Soil Classification Solum ML Solum ML Substratum SM Substratum SM ' Depth to Groundwater 10"-20" Deep Permeability Moderate Moderate to Rapid ' Depth of Solum 24"-36" 24"-36" Road Subgrade Solum -poor Solum-poor Substratum-good Substratum-good ' Frost Action Moderate Low ' PAVEMENT THICKNESS ' Assume road will be constructed such that the solum will serve as subgrade. Using CBR method of flexible pavement design; estmate CBR of an ML type soil to be S. Enter Figure 1 to determine total pavement thickness T. ' T= 15 inches for 16,000#wheel loading Typical cross section for subgrade support conditions is shown below. This is conservative since 16,000#wheel loadings will be very infrequent. ' J.C.SOMMERS ASSOCIATES INC. TYPICAL CROSS SECTION I 2119 -- ------------------------ -------- ---- - ' 3"Bituminous Concrete 1"Class H Wearing Course) 2" Class I Binder Course) 6"Traprock Base 12" Gravel Sub-base tCALIFORNIA BEARING RATIO (CBR) (FIGURE 1) ' CALIFORNIA BEARING RATIO (CBR) W 0 BO 60 70 so N Q M ' Z f.. S Z ' W Uj 0 a 10 U.0 N ' Z 15 6 0 05 V Z_ .`0 r (n DESIGN CURVES W GIVING THE TOTAL BASE AND PAVEMENT THICKNESS OVER ' Z 20 ��o ANY SUSGRAOE OR SUBBASE OF KNOWN CALIFORNIA Y BEARING RATIO (C 8 R) . U "WHEEL LOAD" EQUALS ONE-HALF OF AXLE LOADING. C z ze m' ' o u ' 3 ' J.C.SOMMERS ASSOCIATES INC. SUB-DRAINAGE ' Due to high groundwater and susceptibility to frost action of the Wapping Soils, sub-drains are recommended in these soils. RELATIVELY- IMPERVIOUS ' BIT.CON.3" o° 0 'o o TOPSOIL _ e BASE 6" RAPROCK O 0 _ 0 O O SUBASE 12" Q FILTER MATERIAL° Q IF - o , 6" Perforated Drain Pipe 1 ' • 6" Traprock base will serve as base • Sub-drain pipe along edge of road will carry water to catch basins ' • 12" Sub-base will serve as filter to help prevent avoid clogging of drain material • This typical detail will be used to drain all pavement installed in soil type ' * Although 6" is adequate from bearing capacities, use 12" for drainage. Actual thickness to be determined from tests during construction (see roadway notes on ' plans) ' J.C.SOMMERS ASSOCIATES INC. 1 tCALCULATION#1418-04 ROADWAY DESIGN SPEED 1 1 1 1 1 J.C.SOMMERS ASSOCIATES INC. ' CALCULATION OF DESIGN SPEED CLIFWOOD ESTATES III, ' INSIDE CURVE ' Basic point mass(curve)formula for vehicle operation on a curve. e+f v2 ' 1—ef 1SR e=rate of roadway superelevation, ft/ft ' f=side friction factor v=vehicle speed, mph r=radius of curve, ft ' Take smallest curve at inside of road= 162'=R ' Assume side friction factor for wet pavement=0.30 3„ ' e = fnt =0.0313 (inside curve) V2= Ce+f) 15r= L 0.0313+0.3 115(162) 1—ef L 1—(0.0313(0.3))J V 2= 812.57 ' v =28.5 mph(inside curve OUTSIDE CURVE e = -0.0313 f = 0.3 1 R= 175' ' V2__ 15R= -0.0313+0.3]15(175)(,e+f —ef) 1-(-0.0313)(0.3) ' V2 =698.8 v =26.4 mph (outside curve) ' J.C.SOMMERS ASSOCIATES INC. ' CONCLUSION ' Design speed controlled by smallest curve radii Design is acceptable considering the following: ' -Street length between stop signs are short, so speed may not approach posted speed of 25 mph ' -Street will handle only limited local traffic i.e. lots 15 16 17 18 1 2). More ' direct access from other lots is available. -Curve reversals not abrubt J.C.SOMMERS ASSOCIATES INC. Elements of Design 163 HORIZONTAL ALINEMENT Theoretical Considerations For balance in highway design all geometric elements should, as far as economically feasible, be determined to provide safe, continuous operation at a speed likely under the general conditions for that ' highway or street. For the most part this is done through the use of design speed as the overall control. In the design of highway curves it is necessary to establish the proper relation between design speed and ' curvature and also their joint relations with superelevation and side friction. Although these relations stem from the laws of mechanics, the Actual values for use in design depend on practical limits and factors 'determined more or less empirically over the range of variables in- volved. These limits and factors are explained below with determina- tion of logical controls for highway curve design. When a vehicle moves in a circular path, it is forced radially outward ' by centrifugal force. The centrifugal force is counterbalanced by the vehicle weight component related to the roadway superelevation or the side friction developed between tires and surface or by a combination ' of the two. From the laws of mechanics, the basic point mass (curve) formula for vehicle operation on a curve is the following. ' e + f _ 0.067V2 _ V2 R 15R' where: e = rate of roadway superelevation, ft/ft; ' f = side friction factor; V = vehicle speed, mph; and tR = radius of curve, ft. The value of the product of in this equation is always small. As a result. the (1 - ef) term is normally omitted in highway and street designs, thus providing slightly more conservative values. When a vehicle travels at constant speed on a curve supereeevated so that the f value is zero, the centrifugal force is balanced by the weight component of the vehicle and, theoretically, no steering force is re- quired. A vehicle traveling faster or. slower than the balance speed develops tire friction as steering effort is applied to prevent movement 10WN Sfq C O C U 9 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 Sox.co� AREA CODE 203/644-2511 March 8, 1995 Town Clerk Town of Ellington 55 Main Street CERTIFIED MAIL Ellington, CT 06029 Dear Madam/Sir: Re: Notice to Adjoining Municipalities In accordance with Connecticut General Statutes 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 L. Investors, LLC, to be known as Cliffwood Estates . The applicant requests as IWA/CC permit for the construction of an 18 lot resubdivision on property located on the easterly side of Lawrence Road and northerly of Cliffwood Drive, A-30 zone . This application is tentatively scheduled to be heard by the Inland Wetlands Agency/Conservation Commission on April 5, 1995 at 7 : 30 p.m. in the Madden Room of the Town Hall . If you have any questions, please feel free to contact the Planning Department at 644-2511 , ext. 253 . Very truly yo s , Michele R. Lipe, AICP Assistant Planner/Analyst MRL/pmm cc: Chairman, IWA/CC 2w+�iCc. j• ��y1 N S fq< OK '' r�I'C61lE a 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOB•R AREA CODE 203/644-2511 TO: Elizabeth A. Warren, Chairman, Inland Wetlands Agency/ Conservation Commission FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer C DATE: March 15, 1995 RE: Application #95-09P, Cliffwood Estates DOCUMENTS REVIEWED: Application form; Cliffwood Estates Engineer' s statement (March, 1995) ; Subdivision Plans for Cliffwood Estates (Jan. /Feb. 1995 ) ; and previous application #87-530, Cliffwood Estates COMMENTS : 1 . The Town of Ellington has been notified of this pending application (by the Town of South Windsor) in accordance with Connecticut General Statutes . 2 . This site was the subject of application #87-530, Cliffwood Estates which was approved by the Inland Wetlands Agency/Conservation Commission on June 20, 1988 . A number of extensions were approved subsequent to the original approval . The existing approval of application #87-530 expires on May 11 , 1995 . 3 . This new application (#95-09P) represents the same number of lots as the previous approval . The lot configuration, road layout, and drainage system has been altered. 4 . The application form, item M, indicates that the total land area of the project is 18 acres and the percentage which is wetland is 0 . 003% . The Engineer' s statement indicates that there are 4 . 9 acres of wetlands . This would be about 27 percent as wetlands . The application form should be revised to reflect this . 35,� . It would appear that they are proposing to modify the off-site detention basin located in the adjacent Mountain View Estates Subdivision. This activity will take place in a regulated area and it does not appear to be identified as regulated activity on the application form. It would also require permission by the owner of the property or the owner should sign onto this application. This should be addressed. 6 . The Engineer' s report states, "a small brook begins to form off t1�e southeasterly property corner" . This is not shown on the plans nor is the 80 foot regulated area typically associated with a watercourse. (This would be in the vicinity of lot #9 . ) It also appears as though there may be an intermittent watercourse Elizabeth A. Warren - 2 - March 15 1995 Application #95-09P associated with lots #14 and #15 . Additional documentation should be submitted with regard to the possibility of intermittent watercourses on this property. 7 . The wetland boundaries appear to have been field located. A report should be submitted by the Soil Scientist and the limits, as shown on the plans, should be verified. 8 . The previous plans made reference to "significant trees" which should be protected. The existing and proposed tree line should be included on the current plans; and the plans should identify "significant trees" . 9 . The limits of clearing should be established in the field, and inspected by Town Staff, prior to cutting trees on this site. This should be noted on the plans . 10 . Stump deposition should be addressed on the plans . Stumps should be chipped on site, or removed. They should not be buried on the property. 11 . Soils delineation has been shown on the plans "as per Hartford County Soil Survey" The specific soil type for each area delineated on the plans has been omitted. It would appear that the soils delineation per Hartford County Soil Survey would be in conflict with the wetlands boundaries as shown. (Non-wetlands soil types shown in wetland areas and wetland soil types shown in non-wetland areas . ) 12 . Note #14 , on sheet 3 of 9 states , "underdrains to run on one side of subdivision road for full length" . Previous plans called for underdrains to run on both sides . This should be evaluated and underdrains should be included on both sides if deemed necessary. 13 . Groundwater information should be provided for this application. 14 . The 90 ' x 90 ' buildable square, free of regulated areas , has been shown for lots #15 and #16 . They should also be shown for lots #11 through #14 . 15 . Proposed house locations, proposed grades and appropriate information for the overall house construction on each lot should be shown on the plans . This will probably result in additional regulated activities which should be represented on the application form Soil erosion and sedimentation control measures should be included for the development of each lot . A detailed sequence of construction should also be included on the plans . 16 . Topsoil stockpile areas should be included on the plans ; and appropriate soil erosion and sedimentation control measures should also be shown on the plans for the stockpiles . The previous plans represented a conservation easement to be included on lots #11 through #17 . This should be considered as lh Elizabeth A. Warren - 3 - March 15 1995 Application #95-09P fy s part of the review of this application. (A snow fence was also to be placed along the conservation easement during construction. ) 18 . Additional information is needed for the proposed driveway on lot #16 . Grading should be shown on the plans; as well as a detail for the construction of the driveway. The soils in this area are marginal and filter fabric should probably be considered. 19 . The plans should include the location of the 100 year flood (if appropriate) or a note should state that the property is not included in the 100 year flood zone. 20 . Revised plans, and additional information, should be submitted to Town Staff for review prior to presentation of the application to the Commission. JEM/pmm 4 i rd K 1 Pa e�Two June 22 1993 Application #93-19P _ 8 . The plot plans and the deeds for lots �J shall indicate that there are regulated wetlands located in the rear of the lots . The deeds shall indicate that the prospective buyers have been informed as to the location of the regulated areas . 9 . Delete the proposed detention basin and stormwater system going to the proposed basin. 10 . Sedimentation structure and detail shall be added to the final plans . 11 . It was determined by the Commission that the drainage ditch located on the south side of Deming Street (as substantiated by John Ianni, Soil Scientist) is not to be considered or shown on the final plans as -an intermittent watercourse. -Very truly yours, Elizabeth A. Warren Chairman EAW/pmm cc: Town Engineer Planning & zoning Commission Design Professionals, Inc r COW N SfA F Town op S-outer W1;07dA0t a 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR•CO AREA CODE 203/644-2511 TO: Elizabeth A. Warren, Chairman, Inland Wetlands Agency/ Conservation Commission FROM: John E . McCahill, Zoning/Wetlands Enforcement Officer DATE: March 30, 1995 RE: Application #95-09P, Cliffwood Estates Please accept this as a follow-up to my letter dated March 15 , 1995 . Consideration has been given to documents correspondence, and plans g submitted up to this date. 1 . The application form, item M, indicates that the total land area of the project is 18 acres and the percentage which is wetland is 0 . 003% . The Engineer' s statement indicates that there are 4 . 9 acres of wetlands . This would be about 27 percent as wetlands . The application form should be revised to reflect this . 2 . It would appear that they are proposing to modify the off-site detention basin located in the adjacent Mountain View Estates Subdivision. This activity will take place in a regulated area and it does not appear to be identified as regulated activity on the application form. it would also require permission by the owner of the property or the owner should sign onto this application. This should be addressed. 3 . The Engineer' s report states, "a small brook begins to form off the southeasterly property corner" . This is not shown on the plans nor is the 80 foot regulated area typically associated with a watercourse. (This would be in the vicinity of lot #9 . ) It also appears as though there may be an intermittent watercourse associated with lots #14 and #15 . Additional documentation should be submitted with regard to the possibility of intermittent watercourses on this property. 4 . The wetland boundaries appear to have been field located by Lewis Elgin (as noted on the plans ) . A report should be submitted by the Soil Scientist . 5 . The previous plans made reference to "significant trees" which should be protected. The proposed tree line has now been included on the current plans but it is difficult to read. The plans should also identify "significant trees" that are to remain. 6 . The limits of clearing should be established in the field and inspected by Town Staff prior to cutting trees on this site. This should be noted on the plans . 7 . Soils delineation has been shown on the plans "as per Hartford • Elizabeth A. Warren - 2 - March 30 1995 Application #95-09P County Soil Survey" . The specific soil type for each area delineated on the plans has been omitted. It would appear that the soils delineation per Hartford County Soil Survey would be in conflict with the wetlands boundaries as shown. (Non-wetlands soil types shown in wetland areas and wetland soil types shown in non-wetland areas . ) 8 . Groundwater information should be provided for this application. 9 . Proposed house locations, proposed grades and appropriate information for the overall house construction has been included for each lot. This will result in additional regulated activities which should be represented on the application form. A more detailed sequence of construction should also be included on the plans . 10 . Topsoil stockpile areas should be included on the plans; and appropriate soil erosion and sedimentation control measures should also be shown on the plans for the stockpiles . 11 . The previous plans represented a conservation easement to be included on lots #11 through #17 . This should be considered as part of the review of this application. It is my understanding that they wish to discuss this with the Commission during the presentation. (A snow fence was also to be placed along the conservation easement during construction. ) 12 . The plans should include the location of the 100 year flood zone (if appropriate) or a note should state that the property is not included in the 100 year flood zone. 13 . Revised plans , and additional information, should be submitted to Town Staff for review prior to presentation of the application to the Commission. It is my recommendation that the applicant consider waiting until the April 19 , 1995 regular meeting in order to ensure that outstanding information can be submitted and reviewed. JEM/pmm cc: Town Engineer Jim Sommers Zoning/Wetlands Enforcement Officer �JC Sommers Associates Inc. opR 4 1995 April 4, 1995 South Windsor planning & Zoning Commission' Town of South Windsor Inland Wetlands/Conservation Commission 1540 Sullivan Avenue South Windsor, CT 06074 Attn: Ms.Elizabeth A. Warren, Chairman Re: Cliffwood Estates South Windsor Application#95-09P JCSA Project No. 87-1418-1 Dear Ms. Warren: We are writing in response to comments made in a memo dated March 30, 1995 from John E. McCahill, Zoning/Wetlands Enforcement Officer, to you. Our responses to each like numbered comments are as follows: 1. The Inland Wetland,Watercourses and Conservation Application,Item M, has been corrected to 4.9 acres and 27%. 2. We have expanded on the activities in Item H to more fully explain the inquiry. The detention basin is within the open space area owned by the Town of South Windsor, and the applicant will seek permission to perform the work during the presentations before the Commissions. 3. We referred back to the original subdivision file (1985-1986), and could find no specific reference, by the soil scientist,to any brook formation in the vicinity of Lot No. 9. The existing land form in that area slopes to the southeast, but that is the extent of the conditions. The same holds true for the area in the vicinity of Lot Nos. 14 & 15,where the landform is a gentle slope to the southeast. In addition,there is no definition that currently exists concerning what is an intermittent watercourse. This is a highly subjected opinion that varies greatly in its interpretation. 4. The wetlands boundary was field located by Mr. Lewis Ilgen for the previous (1986) application, and his certification has been added to the current plans. 5. The term "significant trees" that was referred to in the previous (1986) project cannot be substantiated as what would be considered "significant". Certainly the entire site is wooded,with a variety of trees, and it is the owner's desire that as many trees as possible be preserved. The best way to do this, is on a lot by lot basis during 25 Terrace Drive • Vernon,Connecticut 06066-2416 • (203) 872-2703 • Fax(203) 872-7163 Wastewater • Water Supply • Hazardous Wastes • Environmental Assessment • Civil Engineering • Surveying J.C.SOMMERS ASSOCIATES INC. Ms. Elizabeth A. Warren, Chairman April 4, 1995 Page 2 the building permit stage,where the Town has the opportunity to review and approve the lot clearing operations,based on the desired house location suggested by the owner/builder. 6. This item relates to the previous item. During the construction of the subdivision road, only trees within the roadway and grading limits will be cleared. During the construction of the homes, each lot can be individually reviewed as to limits of clearing. 7. The plans have been revised to show specific soil types for each soils delineation. It is common practice to utilize the S.C.S. soil surveys for delineating soil types on development plans when required by the towns. These soil survey maps are a very small scale, and it has been our experience,that the soil types never coincide with the field located wetlands boundary. Since the field located wetlands is the most accurate condition,then the soil types should.be viewed as a general,for information only, use. 8. It has been mutually agreed with the Town Engineer,that an analysis of the groundwater and soil conditions,for the purpose of determining the need for dewatering the roadway subbase would be made, following the installation of the roadway utilities. At this time, additional information will be collected on the groundwater conditions as needed. 9. The application has been modified to reflect minor grading and installation of roof leader/footing drain discharge pipes into wetlands buffer area on the necessary lots. 10. The plans designate lots on the westerly side of the roadway where topsoil could be P g Y Y P stockpiled. There are details on the plans that show recommended sedimentation measures for the stockpiles. 11. It is the intention of the owner/applicant to discuss the configuration of the conservation easement with the Commission. The placement of a snow fence was a condition of the previous application, and since nearly ten (10)years has passed, it is the owner/applicant's wish to discuss this matter also during the presentation to the Commission. 12. The proposed development does not fall within the 100 year flood zone, in fact, the closest 100 year flood zone is nearly one mile away. We have, however, placed a note on the plan accordingly. J.C.SOMMERS ASSOCIATES INC. Ms. Elizabeth A. Warren, Chairman April 4, 1995 Page 3 13. We have submitted copies of the revised plans to the Planning Department, and we are prepared to make our presentation to the Commission on Wednesday evening, April 5, 1995. Sincerely, JC E AS CIATES INC. Ja es C. Sommers President JCS:Ied cc: Mr. Dan Lanza EAW0404.181 �JC 4Sommers 1a Associates Inc. April 18, 1995 Town of South Windsor RV 1540 Sullivan Avenue South Windsor, CT 06074 APR 18 1995 Attn: Mr.John E. McCahill south Windsor Zoning/Wetlands Enforcement Officer Pla«ia,Ftg & Zoning Commission Re: Cliffwood Estates Subdivision South Windsor, CT JCSA Project No. 87-1418-1 Dear John: We have been in the process of modifying the plans for the above referenced project to incorporate your comments and those of the Conservation Commission. I informed Michele that we would like to be removed from the Agenda for the April 19, 1995 meeting, so that we can wrap up all the other items associated with the wetlands phase of the project. I want to let you know where we are with various aspects of the project details, so that you can be prepared to respond to them at the first meeting in May. We were able to contact Mr. Lewis W. Ilgen,the Certified Soil Scientist, and we met him on site last week to review the site conditions. We found some of the original wetlands flags from the 1987 field survey, and through the original recorded field location notes,we reproduced the rest of the wetlands flags. We are quite confident that our re-flagging is accurate because we found the knots for most of the original flags when we tied new flags on the branches of the trees and bushes. Mr. Ilgen will conduct his field review this week, and issue an updated report, along with copies of his original report, since, as you recall, none of us could find copies of the original report. You will have his reports prior to the May meeting. Jerry Iazzetta is visiting our office on Thursday,April 20, 1995 to go over the drainage and detention basin capacity analysis. Since the detention basin is within the regulated area, our meeting with Jerry could generate some additional information that you would have to review. 25 Terrace Drive • Vernon, Connecticut 06066-2416 • (203) 872-2703 • Fax(203) 872-7163 Wastewater • Water Supply • Hazardous Wastes • Environmental Assessment • Civil Engineering • Surveying J.C.SOMMERS ASSOCIATES INC. Mr. John E. McCahill April 18, 1995 Page 2 We will also be reviewing the road tie in of the existing Cliffwood Drive with Jerry, and address the concerns that Mr. Umberfield expressed about the conditions adjacent to the road on his property. Should you wish to discuss any matters with me,I can be reached at my home in the evenings at 872-4862. Sincerely, JC O MER ASSOCIATES INC. Ja es C. Sommers President JCS:Ied c s. Michele Lipe JEM0418.181 .04 JC Sommers D:5 L.ml`a Associates Inc. April 26, 1995 y Town of South Windsor APR 26 1995 1540 Sullivan Avenue South Windsor, Conn. 06074 South Windsor Planning & Zoning Commission Attn: Mr. John E. McCahill, Zoning/Wetlands Enforcement Officer Re: Cliffwood Estates Subdivision #95-09P JCSA 86-1418-1 Dear John: Enclosed herewith is a set of plans for the above referenced project, for your review. We have incorporated your comments, and those of the Town Engineer, and believe that we have responded to all the items in both memos (3/30/95 & 4/3/95). We have included recertification of the wetlands by Lewis Ilgen ,however he will not be signing the mylars until Thursday evening(4/27/95) at my office. I have also included copies of his original reports , and tomorrow evening he will be bring a letter that states the absence of any change to the wetlands boundaries or conditions. We have included a copy of the revised wetlands application that reflects some additional activities to be conducted within the existing detention basin, as a result of a meeting we had last Thursday,4/20/95 with the Town Engineer. Please feel free to contact me if you have any questions or comments. ce ely, J mes C. Sommers President JCS:kar Enclosure cc: Jerry Iazzetta/copy of revised drainage report, and one set of plans. Marcia Banach w/encl 25 Terrace Drive • Vernon,Connecticut 06066-2416 • (203) 872-2703 • Fax(203) 872-7163 Wastewater • Water Supply • Hazardous Wastes • Environmental Assessment • Civil Engineering • Surveying i 101 Wenonah Road Longmeadow, ;MA 01101.) March 16, A. R. Lon..-bardi Associates APR 26 1995 2 Terrace Drive Vernon, Conn. 06066 South Windsor Planning & Zoning Commissiorri Dear Sirs : Cliffwood Fatates C,outh Windsor -n Varch 88 I checked the watland boundary through lots 10 to 17. Yost of the ribbons were as i posted them on the delineation. Checked lots 10 and 115 for watercourses : Lot 10 has an old wadon road and is dry. No watercoures. Lot 1 has a short handdug shallow ditch that does not Go very faV,not to the eastern property line. Posted 3 blue ribbons, one at each end and one in the SiCndle all marked with the word- "water course" on each ribbon. No water in this shallow ditch. Lewis W. Ilgen Certified Professional Soil Scientist RECEIVED APR 17 1995 JC SOMMERS ASSOC., INC. t a SOIL REPORT APR 26 1995 South Windsor 1�awrence nofll nning & Zoning Commission South Windsor Jetlard soils were delineated on two parcels of land off Lavrrence Road and Cliffwood Drive. Wrist �_:areel was inspected June lei and 17, 1986 :second parcel done March 1491987 All soils on these two parcels are derived from red Triassic shale and soradstome. They are all to,,,p d. with some dark brown silt and very five sandy loame Dominant soil present is the moderately drained dapping silt loa:a which has a firm layer at a depth of or below 26 inches. Thiel layer tends to create a s�:asonable high water table. �ehere the sloping land lavels off the viatertable is higher within the profile: causing; the soil to be poorly drained. Poor drainage is usaslly caused by water remaining within a profile for a longer beriod of time. This soil is of the Wilbraham series.--This is the vietland soil type delineated here. Other soils found are the Narragensett silt loam, a well drained soil and the Ludlow loam, a poorly drained soil with c very f:irri hardpan. 1-dianzy uprooted large trees present sho-wing a posed soil -profiles. lalgo two exactly alike. Lewis W. Ilge•n Soil Scientist A, R. Lombardi Associates 25 Terrace Drive V,e rnon, Conn. 06066 DECEIVED APR 17 199S JC SOMMERS ASSOC., INC. Lewis Ilgen Certified Professional Soil Scientis 101 Wenonah Road Longmeadow,MA 01106 April 27, 1995 JC Sommers Associates,Inc. 25 Terrace Drive Vernon, Conn. 06066 APR 28 1995 Re: Cliffwood Estates Subdivision South Windsor South Windsor, CT Planning & Zoning Commission Dear Sirs: In response to your request,I have made a site inspection of the property I originally checked in June 1986 and March, 1987. I then rechecked the site in March 1988 and submitted my two reports as part of the Guay Subdivision application that was eventually approved by the Town. I checked back into my files and was able to provide you with copies of those reports for the new application on this property. You indicated to me that you were able to replace my original flags through the original recorded 1987 field location notes, and found knots from some of the original flags that were tied to branches,when you reproduced the locations. I reinspected the site this month and found no change in the wetlands boundaries from my original field investigations. I therefore conclude that my two original reports are consistent with the site conditions I presently find on this property One final comment concerning the property is that the vegetation throughout the majority of land is consistent as a sloped forest area, and that there are no visible changes that would indicate that the land is wetlands or non-wetlands. The determination was made based on the observation of soil types taken from shallow hand dug excavations., consistent with established procedures. Sinc ely, Lewis W. Ilgen Certified Professional Soil rcientist -dq JC 4Sommers 'k Associates Inc. April 29, 1995 Town of South Windsor Office of the Town Planner Sullivan Avenue South Windsor, Conn. 06074 Attn: Ms. Michele Lipe Re: Cliffwood Estates APR 28 1995 South Windsor, Conn. South Windsor JCSA Project No. 87-1418-1 Planning & Zoning Commission Dear Michele: Enclosed are three(3) copies each of sheets No. 1 and 2 for the above referenced project. Please note that the wetlands certification has been signed by Mr. Lewis Ilgen,the Soil Scientist. In addition,Mr.Ilgen prepared a letter concerning his recent investigation on the property,a copy of which is enclosed for your file on the project. We are prepared to be in.attendance for the Inland Wetlands/Conservation Commission meeting on Wednesday May 3, 1995 at 7:30 pm.-to discuss the issues that were raised at the previous meeting._ Please contact me if you have any questions, or have any additional information relevant to the application before the commission. Sin ut4 - J J#mes C. Sommers President Enclosures cc: Mr. Dan Lanza/letter JCS:kar 25 Terrace Drive • Vernon,Connecticut 06066-2416 • (203) 872-2703 • Fax (203) 872-7163 Wastewater • Water Supply • Hazardous Wastes • Environmental Assessment • Civil Engineering • Surveying �V1N Sfq Town 01 9 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR CO AREA CODE 203/644-2511 May 5, 1995 Daniel Lanza L. Investors, LLC 524 Sullivan Avenue CERTIFFIED MAIL South Windsor, CT 06074 Dear Mr. Lanza: Re: Appl #95-09P, Cliffwood Estates At the May 3, 1995 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #95-09P, Cliffwood Estates - IWA/CC permit for the construction of a 20 lot resubdivision on property located on the easterly side of Lawrence Road and northerly of Cliffwood Drive, A-30 zone as shown on plans prepared by J. C. Sommers Associates, Inc., Project No. 86-1418-1 and dated February, 1995. This approval is subject to the following conditions. 1. Two blueprint copies 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. 2. Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4. We recommend a bond in the amount of$7000 to be submitted to the Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 5. The permit is valid for five years and shall expire on May 3, 2000. 6. All approvals required must be obtained and submitted prior to any activity on the site. 7. A contact person shall be identified directly on the plans. 8. The plot plans and the deeds for lots 11 - 17 shall indicate that there are regulated wetlands located in the rear of the lots. The deeds shall indicate that the prospective buyers have been informed as to the location of the regulated areas. Daniel Lanza - 2 - May 5, 1995 Appl #95-09P Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Eliza A. Warren, Chairman EAW/pmm cc: Planning & Zoning Commission Town Engineer Chief Building Official J.C. Sommers Associates II Q � ��c�11�4Q MAY 4 1995 LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER WEDNESDAY, MAY 10, 1995 SOUTH WINDSOR - IWA/CC At the May 3, 1995 regular meeting the Commission voted to take the following action: 1. Approve with conditions appl #95-09P, Cliffwood Estates, IWA/CC permit for the construction of a 20 lot resubdivision on property located on the easterly side of Lawrence Road and northerly of Cliffwood Drive, A-30 zone Dated at South Windsor, CT this 4th day of May, 1995 Elizabeth A. Warren, Chairman a SOWN SE4 C G U.i �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 r�psoe-co?? AREA CODE 203/644-2511 May 25, 1995 CERTIFIED MAIL Daniel Lanza L. Investors, LLC 524 Sullivan Avenue South Windsor, CT 06074 Re : Appl #95-09P, Cliffwood Estates We are pleased to advise you that the Planning & Zoning Commission voted on May 23, 1995 to approve with modifications the above-referenced application for a Resubdivision of property to create 18 lots located on the easterly side of Lawrence Road and northerly of Cliffwood Drive as shown on plans provided by JC Sommers Associates Inc. , Project No. 86-1418-1 and dated February, 1995 . This approval is subject to the following modifications : 1 . This approval is for 18 lots, numbered 1 through 18 . 2 . Concrete sidewalks built to Town specifications, shall be installed on one side of all new streets. 3 . Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5 . Water shall be supplied to this subdivision by the Connecticut Water Company. 6 . Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Town Manager. Street lighting is to be coordinated with the Chief of Police. 7 . Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. 8 . A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of $1 , 000, 000. � I 9 . This application is subject to the conditions of approval of the ; Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $7, 000 . 10 . Prior to commencement of any site work, a meeting must be held with Town Staff. 11 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 12 . All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits . All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 13 . Footing drains are required for each house. Prior to the building of .any structure on a lot, a topographic map, drawn to a scale of 1 " = 40 ' , shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains . No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. 14. If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 15 . Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding, and all bonds shall be posted prior to filing the plans . The quantity estimates shall include bonding for a swale along the rear property boundaries on the west side, in the event a swale is required. If the developer chooses to submit a Letter of Credit for a one year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter of Credit it is holding. 16 . A drainage assessment fee in the amount of $900. shall be submitted to this Commission. 17 . No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk' s office. 18. Conservation easement to be placed along the rear of the properties, width of easement to be determined, to prevent cutting of vegetation. The purpose of the easement is to handle lot-to-lot drainage naturally rather than installing a swale. 19 . Applicant shall examine road drainage at the end of the existing Cliffwood Drive cul-de-sac; and if required, shall make improvements to alleviate the drainage concerns . Black and white transparent mylars of Sheets #1 , 2, and 3 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, 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 by September 8, 1995 . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLAN NG & ZONINGCOMMISSION R ssell G. Le ack, C airman j .. RGL/pmm Enclosure cc: Chief Building Official Assessor Town Engineer Superintendent of Pollution Control IWA/CC Fire Marshal Registrars Business Manager, Board of Education JC Sommers Associates, Inc. 7 OWN Sfn, x Y s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR,CO AREA CODE 860/644-2511 August 20, 1996 Ludis Upenieks U & R Construction Company 99 East Center Street Manchester, CT 06040 Dear Mr. Upenieks: Re: Appl #96-08P, Cliffwood Estates Subdivision Enclosed is the paperwork required for the "permit transfer" of application #96-08P, Cliffwood Estates Subdivision from Daniel Lanza to U & R Construction Company as per Section 13.3 of the IWA/CC Regulations. Please fill out and sign the enclosed "Permit Transfer" form, the application form, and return it to the Inland Wetlands Agency/Conservation, 1540 Sullivan Avenue, South Windsor, CT 06074. There is no fee involved in this matter. It is your responsibility to get the permittee's signature. Thank you for your attention to this matter. erVU my yours, Y'ng Phyl Mann Reco Secretary IWA/CC sf Enclosure SOWN 3f4 C m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SO -CO AREA CODE 860/644-2511 PERMIT TRANSFER INLAND WETLANDS AND WATERCOURSE PERMIT For the PRESENT PEIZNHTTEE: I do hereby$ive permission to transfer South Windsor Inlands Wetlands Permit#96-08P as it lies to applies Cliffwood Estates Subdivision Dated: (sip—nature ofrmittee/authorized agent) For the PROSPECTIVE PERMITTEE: This is a request for the transfer of South Windsor Inland Wetlands Permit#96-08P. This request is made in full knowledge and understanding of the permit and U&R Construction Company (LudisU&R Construction Company (Ludis Uwnieks does/do hereby agree to comply with the permit as applied for and issued. Name and Address of PROSPECTIVE PERMITTBE: LudisLudis U�nieks U&U&R�nstruction Company 99 East Center Street Manchester, Home Phone# Business Phone 860-643-9551 by: Dated: (signature of prospective penmittee) Transfer of permit authorized by: Chairman, IWA/CC Dated: TOWN OF SOUTH WINDSOR INLAND WETLANDS, WATERCOURSES AND CONSERVATION APPLICATION APPLICATION # DATE RECEIVED INSTRUCTIONS 1. THE APPLICATION, MAP AND PLANS MUST BE SUBMITTED IN DUPLICATE, TOGETHER WITH THE FEE SET FORTH IN THE INLAND WETLANDS, WATERCOURSES AND CONSERVATION REGULATIONS, TOWN OF SOUTH WINDSOR. (SEE REGULATIONS, SECTION VII). 2. THE SOUTH WINDSOR INLAND WETLANDS, WATERCOURSES AND CONSERVATION REGULATIONS SHOULD BE REVIEWED WITH RESPECT TO THE STANDARDS AND CRITERIA FOR APPLICATION EVALUATION. (SEE REGULATIONS, SECTIONS VII - X). 3. THE APPLICANT UNDERSTANDS THAT THIS APPLICATION IS TO BE CONSIDERED COMPLETE ONLY WHEN ALL INFORMATION AND DOCUMENTS REQUIRED BY THE AGENCY HAVE BEEN SUBMITTED. THE APPLICANT SHALL ALSO COMPLETE THE STATE FILING FORM. A. APPLICANT'S NAME: ADDRESS: PHONE: (HOME) (WORK) B. LEGAL OWNER'S NAME: ADDRESS: PHONE: (HOME) (WORK) (List additional owners, dresses, and tel Vs on back of application C. IF 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 WELL BE PART OF THE APPLICATION. D. PROJECT NAME (if any) 1. Contact Person (if further information is needed). Phone # (work) Fax # E. THE GEOGRAPHICAL LOCATION OF THE PROPERTY WHICH IS TO BE AFFECTED BY THE PROPOSED REGULATED ACTIVITIES INCLUDING A DESCRIPTION OF THE LAND IN SUFFICIENT DETAIL TO ALLOW IDENTIFICATION OF THE PROPERTY ON THE INLAND WETLAND AND WATERCOURSES MAP. Assessor's Map # Parcel Zone F. NAMES OF ALL ABUTTING PROPERTY OWNERS: (Use separate sheet if necessary) SIGNATURE: M THESE SIGNS MUST BE DISPLAYED CON 7- NUOUSLY FOR AT LEAST TEN (10) DAYS PRIOR TO SCHEDULED MEETING (See Regulations, Section 7.3a). THE UNDERSIGNED HEREBY APPLIES FOR THE REGULATED ACTIVITIES LISTED IN PARAGRAPH H ABOVE, FOR A INLAND WETLANDS, WATERCOURSES AND CONSERVATION PERMIT FOR THE PROPERTY DESCRIBED HEREIN AND CONFIRMS THAT: 1. APPLICANT IS FAMILIAR WITH THE CURRENTLY EFFECTIVE INLAND WETLAND, WATERCOURSES AND CONSERVATION REGULATIONS OF THE TOWN OF SOUTH WINDSOR. 2. APPLICANT UNDERSTANDS THAT AT ANY TIME DURING THE REVIEW PERIOD, THE AGENCY MAY REQUIRE THE APPLICANT TO PROVIDE MORE INFORMATION ABOUT THE WETLANDS AND/OR WATERCOURSES IN QUESTION AND/OR ANY PROPOSED ACTIVITY. 3. ALL INFORMATION SUBMITTED IN THE APPLICATION FOR REVIEW SHALL BE CONSIDERED FACTUAL, OR IN THE CASE OF ANTICIPATED ACTIVITY, BINDING. A KNOWING FAILURE OF THE APPLICANT OR ANY OF HER/HIS AGENTS TO PROVIDE CORRECT INFORMATION, OR PERFORMANCE EXCEEDING THE LEVELS OF ACTIVITY ANTICIPATED, SHALL BE SUFFICIENT GROUNDS FOR REVOCATION OF ANY PERMIT UNDER THESE REGULATIONS. 4. BY MAKING THIS APPLICATION, THE APPLICANT GIVES PERMISSION TO THE INLAND 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. Signature of Owner of Property Date Signature of Applicant Date SECTION XIII -- PERMIT DURATION 13.1 The duration of any permit shall be for five (5) years unless otherwise specified in the permit or extended by the Agency. The activities approved shall be completed within one year of commencement and the Agency may establish a specific time period within which work may be conducted. The Agency may require that activities be completed in less time and may extend the time period for completion. Permit renewal and extension shall be at the discretion of the Agency and may be subject to the convening of an additional public hearing. The Commission may extend the duration of previously granted permits in order to make them consistent with the time frames specified within this section. All permits shall expire upon the completion of the acts specified by the approved plans. 13.2 The Agency, at its discretion, may request status reports on an approved site. The frequency shall be determined by the Agency. This report is to be written by a licensed Professional Engineer and is to detail the status of activity, compliance to sedimentation and erosion control plan, and compliance to any regulated activities approved. Failure to submit a status report, if requested, may result in the revocation of the permit. 13.3 Permits are issued to specific applicants for conducting regulated activities. The permittee is responsible for compliance with the permit. Permits may be transferred with consent of the Agency. The new permit holder will acknowledge understanding of the permit provisions and agree to comply. A completed application which includes the signed acknowledgement by the new permittee will be submitted to the Agency. Timely action will be taken by the Agency at its next regular or special meeting. `OWN scq Town O-PSOU44 vZola'60t G U a 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 Sox•co` AREA CODE 860/644-2511 PERMIT TRANSFER INLAND WETLANDS AND WATERCOURSE PERMIT For the PRESENT PERMITTEE: I, do hereby give permission to transfer South Windsor Inlands Wetlands Permit#96-08P as it applies to Cliffwood Estates Subdivision Dated: r�?O/ (signature of permittee/authorized agent) For the PROSPECTIVE PERMITTEE: This is a request for the transfer of South Windsor Inland Wetlands Permit#96-08P. This request is made in full knowledge and understanding of the permit and U&R Construction Comlany (Ludis UMnieks) does/do hereby agree to comply with the permit as applied for and issued. Name and Address of PROSPECTIVE PERMITTEE: Ludis Upenieks U&R Construction Company 99 East Center Street Manchester, CT 06040 Home Phone# Business Phone 860-643-9551 b �c� - Dated: (signature of prospective permittee) �2 ,2 Transfer of permit authorized by: Chairman, IWA/CC Dated: ''€ CwN SE, y t- 7-own' 0-/?S-0� ?dzf� o � v m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 860/644-2511 July 15, 1998 Ludis Upenieks, President U & R Construction Company, Inc. 99 East Center Street Box 248 Manchester, CT 06040 Dear Mr. Upenieks: Re: Appl #96-61P, Cliffwood Estates This is to advise you that the Planning and Zoning Commission voted on July 14, 1998 to reduce the subdivision bond from $158,000 to $75,000. Please forward an amendment to the bond we are currently holding showing this reduction at your earliest convenience. Thank you. Very truly yours, PLANNING,& ZONING COMMISSION Frank A. Castro, Chairman FAC/pmm Cc: Town Engineer Chief Building Official U & R CunsfruIlcfion7l Co., Lv. 99 EAST CENTER STREET RECEIVED BOX 248 MANCHESTER, CONNECTICUT 06040 643-9551 JUL 10 W July 10, 1998 Town of South Windsor 1546 Sullivan Avenue South Windsor, Connecticut 06074 Attn: Planning & Zoning Department Re: Cliffwood Estates Dear Marcia Banach, Work at Cliffwood Road is completed as required. Please release Security Bond. Thank you. Yours very truly, Lud"penieks, President U- R Construction Co. , Inc.