Loading...
HomeMy WebLinkAboutWETLANDS PERMIT FOR SITE PLAN (6) TOWN OF SOUTH WINDSOR INLAND WETLAND, WATERCOURSES AND CONSERVATION APPLICATION APPLICATION #. ����� �f DATE RECEIVED INSTRUCTIONS 1. The application, map and plans must be submitted in triplicate, together with the fee set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VI). 2. The S uth Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application evaluation. (See Regulations, Sections VIII - 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. (See Regulations Section VII) . A. APPLICANT'S NAME South Windsor Congregration of Jehovah' s Witnesses ADDRESS c/o Raymond Mack 59 Lovell Ave. , Windsor, CT 06095 PHONE: (HOME) 688-6649 (WORK) B. LEGAL OWNER'S NAME: Ben Moser, B.L.M. F. ADDRESS Box 758 , Rockville , CT 06066 PHONE: (HOME) (WORK) (List additional owners, addresses, and phone numbers on back of application) . C. IF THE APPLICANT IS NOT THE OWNER OF THE SUBJECT PROPERTY, A LETTER BY THE 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) Kingdom Hall of Jehovah' s Witnesses-South Windsor, CT 1. Contact Person (if further information is needed). Santo J. Giangrave . Codespo i D sign Group, 237-9860 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. �- The subject property is located on the north side of Rilrnb 200 feet west of Long Hill Rd. with on 873 foot frond e',�, = PAGE 1 4 SONS CODESPOTI SITE PLANNING JOSEPH R.CODESPOTI LANDSCAPE ARCHITECTURE Land Use Consultant & ASSOCIATES ENGINEERING LAND SURVEYING JEFFREY N.GORDON Landscape Architect III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Site Planner 3060 MAIN STREET ROBERT J.WHEWAY Professional Engineer STRATFORD, CONNECTICUT 06497 203-375-3661 BARRY L. HAMMONS Land Surveyor OTTO THEALL Environmental Scientist DRAINAGE STUDY SUMMARY SOUTH WINDSOR KINGDOM HALL BURNHAM ROAD SOUTH WINDSOR February 23, 1989 Design Criteria: SCS method of analysis 100 year design storm predominant soils - (RaB) Rainbow silt loam (Pub) Poquonock sandy loam 24 hr. duration type III storm 6 .9 inches Calculation Summary Condition Area CN Tc. Runoff Volume Peak Flow (ac. ) (min. ) (in. ) (cfs. ) Proposed 3. 06 88 5 5. 38 18 Existing 3.06 82 13 4 . 82 13 storage required 0.56 = 6220 ft.3 To mitigate the proposed increase in runoff volume and runoff rate, a combination of galleries and drywells will be used. The required storage volume proposed will consist of "dead" storage with no provision for seepage due to insufficient field information at this time. With 300 lineal feet of galleries and 3 drywells proposed, a total storage volume of 6600 ft.' will be provided. The discharge pipe from the storage structure has been sized to provide for the 10 year proposed design discharge and takes into account a tributary drainage area of 4 .2 acres. The storage computations assume that the groundwater table will be below the bottom of the lowest structure. Should it be determined by field testing at the time of construction, that the groundwater depth is less than that stated above, then an alternate design will need to be determined. Sincerely, ` a1p11�111I/��� ' ;O w;S' •�1►e-'% Robert Wheway P.E. " pEta r * ; IN 550 *` ; 07 PG 4010 .0 ! p . N Mrs M GONs SBA '` A('.A r 'Cr WyB` VA Wvf1 ` e Ivfr$ M- i. AgA a 2•N,� ? WvB /� - NnA PAB ,WvB pn6 w Bn+ r 9r /�,'f - Agq = i WvB ,SbA Ii' / - ' AAjI��J 0 SaA• S At A r, �6 b?a - NnA ,AIAr, ! t 14-�P• WVA �Y NnA {.'iB ?y. h19 BrB tA g9' SCA• ` ' r' 7�'K' - °. . ti'y- >.r lYvB s8' } O - /. Wjf- �,"� WdA Ra8 / ug YN'• AgA -WvB ,. v •��� MrA Nu A/„ 2 v v"• A � i SITE L0CAT10N �d EsB y + Ss EsA T 4 3 WuA NnA v NnA ' f •RaA f mP \ My TSA • '� �o a�J j '' ',,��+77_ �� H� �' rqk. 1p �yP SzA 1NuA am A` uA Qs - /.•,ti I,: fsA' >� yoA. IBrB2, N k WvB EoA - MYB d BrB II' •"9r � 2 �J z• a WuA .; _- .s^ +WvB • [� y st EoA f� ZA WLTA 'p 1NvA •� i�f. _ - •Y l�+- -:��� a �-• yf'♦nA {' + �' Z- , •fir. i '��yl AIA �PuB c EjB' •f �\Nvlt "e-•'� ' 't .. � ''� � � 'L . WvB _ Pu - (1 ��++ ' �.�- y {r �• da- '' WdA l�l f Wv >� vB WoA �. T4n s { NnA n �' EoA EA NnA` 'f' V NnA d 1 �`- WuA r NnA '" :WvB. `` ,-r` •vA/ �--' - / Mre .•-• •/ v ,, •i �'�1' RD I MiA d18II$_. rr4✓ - `�� : '' yVdA' f4 EoA �r WvA t HfB { ~ 1.. j y �• �t ,t =uws�-. .mac .�• Ep �� - - c• d NnA i RnA ASP ,. 1�/�_«•c ^�_;� � �`� �� •t,• 9 r t t 1My 4 Nn Y. r Eo8 Mat EOA t¢ 1 l ' �d r r �. ce.'ET�4✓ , mA t yz; .WdA (. • . .{' i`.•t;i i„ ��L •:'./'L'.• t -�' _ '�• c`' �'•�.• r �lO:T r ��� .� Jlr. ,.{_,1�R ,.S itl�t! ••{ist - rt. :{C a.1•�';, 1 M(v8...i SDA mH 1 r ,�'rti• ; ��£N i' ��•I' � 14a� r��•'• !� S.- ` t Arr� '';' � ' - / 44 WkB ' N ut 7 `` ` �• =f a +,'' �s S''-'fit' Z t� \\ LmA •i 7e _'i3 r MYA Lau I dark - ChA vA `• ' �-11 V r Lf' r Ar, An{ t_. ` Eo/+ Am \. to a -, kC 1 NYA `I pnA r y WCA Ma MrA RoA P Tq: Ma �� r t.1 r_ f - :: k8 rri4 v ! Am `'.' YA _ '. �AfAI r +1 -� S C S MAP NdAfA- Ma m `Arr'' tLS,o� 1 1 j _ e. ; .• _ Hoe 44 HARTFORD COUNTY , CT . 11 It Wu Am YVdA WdA, 9 - E'n!L i t ' Esq gt - PSHEET32 '"`A fyld _ Te .v;' My4 1 NsA wcA `Hfa A - WdA 3 WuA $5 1 /rc 4, NnA WdA• NnA r 'WdA a SzA 9r8 , '••� We HfA 0 5000 Feet Scale 1:20000 L r , e - ni i g b, 99 a t 'i i _ III � 'I �•--- � i it u eL - -- •Lvok _ to (IN O z, lot 06, got Runoff Coef .( C ) _ . 45 5 . 5in . / hr . _ o ON TC 10min . DRAINAGE AREA 4 . 2ac . 10 . 4cfs . TR-55 CURVE NUMBER COMPUTATION VERSION 1.11 Project : KINGDOM HALL User: RP Date: 02-22-89 County : HARTFORD State: CT Checked: Date: Subtitl : EXISTING CONDITIONS Subarea : I ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- OTHER AGRICULTURAL LANDS Woods - grass combination poor - - 3.06(82) - Total Area (by Hydrologic Soil Group) 3.06 ------------------------------------------------------------------------------- SUBAREA: I TOTAL DRAINAGE AREA: 3.06 Acres WEIGHTED CURVE NUMBER:82* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 Project : KINGDOM HALL User: RP Date: 02-22-89 County HARTFORD State: CT Checked: ILIDate: Subtitle: EXISTING CONDITIONS ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 100 .07 H 0.217 Time of Concentration = 0.22* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short * - Generated for use by GRAPHIC method TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1.11 Project : KINGDOM HALL User: RP Date: 02-22-89 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS Data: Drainage Area 3.06 * Acres Runoff Curve Number 82 * Time of Concentration: 0.22 * Hours Rainfall Type III Pond and Swamp Area NONE Storm Number l 2 3 4 5 6 7 ---------------------- ------ ------ ------ ------I------ ------ ------ Frequency (yrs) 1 2 5 10 25 50 100 24-Hr Rainfall (in) 2.6 3.2 4.1 4.7 5.5 6.2 6.9 Ia/P Ratio 0.17 0.14 0.11 0.09 0.08 0.07 0.06 Used 0.17 0.14 0.11 0.10 0.10 0.10 0.10 Runoff (in) 1.07 1.54 2.29 2.81 3.53 4.17 4.82 Unit Peak Discharge 10.818 10.837 10.855 10.859 10.859 10.859 10.859 1 (cfs/acre/in) Pond and Swamp Factor 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1.00 1 1.00 1 0.0% Ponds Used I I I I I I I ---------------------- ------ ------ ------ ------ ------ ------ ------ Peak Discharge (cfs) 3 4 6 7 9 11 13 * - Value(s) provided from TR-55 system routines TR-55 CURVE NUMBER COMPUTATION VERSION 1.11 Project : KINGDOM HALL User: RP Date: 02-23-89 County : HARTFORD State: CT Checked: - Date: Subtitl : PROPOSED CONDITIONS Subarea : I ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - - .79(74) Impervious Areas Paved parking lots, roofs, driveways - - 1.67(98) - OTHER AGRICULTURAL LANDS Woods - grass combination good - - .6(72) - Total Area (by Hydrologic Soil Group) 3.06 ------------------------------------------------------------------------------- SUBAREA: I TOTAL DRAINAGE AREA: 3.06 Acres WEIGHTED CURVE NUMBER:87* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 Project : KINGDOM HALL User: RP Date: 02-23-89 County : HARTFORD State: CT Checked: w Date: Subtitl : PROPOSED CONDITIONS ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 30 .04 F 0.069 Shallow Concent•d 180 .03 P 0.014 Time of Concentration = 0.08* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short * - Generated for use by GRAPHIC method TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1.11 Project : KINGDOM HALL User: RP Date: 02-23-89 County : HARTFORD State: CT Ch cked: Date: Subtitle: PROPOSED CONDITIONS Data: Drainage Area 3.06 * Acres Runoff Curve Number : 87 * Time of Concentration: 0.08 * Hours Rainfall Type III Pond and Swamp Area NONE ---------------------- Storm Number 1 2 3 4 5 6 7 ---------------------- ------ ------ ------ ------ ------ ------ ------ Frequency (yrs) 1 2 5 10 25 50 100 24-Hr Rainfall (in) 2.6 3.2 4.1 4.7 5.5 6.2 6.9 Ia/P Ratio 0.11 0.09 0.07 0.06 0.05 0.05 0.04 Used j 0.11 j 0.10 j 0.10 j 0.10 j 0.10 j 0.10 j 0.10 j Runoff (in) 1.40 1.91 2.73 3.29 4.04 4.71 5.38 Unit Peak Discharge 11.065 11.072 11.072 11.072 11.072 11.072 11.072 1 (cfs/acre/in) Pond and Swamp Factor 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1.00 0.0% Ponds Used I I ---------------------- ------ ------ ------ ------ ------ ------ ------ Peak Discharge (cfs) 5 6 9 11 ( 13 15 18 * - Value(s) provided from TR-55 system routines JOB iss 4 s�.�l �✓ihdS�� A'h� CODESPOTI & ASSOCIATES SHEET NO OF 3060 Main St. STRATFORD, CT 06497 CALCULATED BY Bl✓ DATE I/22/89 Ph ne 375-3661 CHECKED BY DATE_ SCALE (94llery STora�, . �� 5�a 3oy� Voids oo+ f14 Deda 5+o.a - Q+x�' t [ 4 x . 3� = /8,g {f�10 9c//may hv;41/1!y h4/ljx ® 30— 60* �. . Use . 6 Q - I�Ai Z. 2.All b.• t�JJ �� z6of3 4 4 � 37.E 3/d�.� g d4y IZ PN0011CI fiCl Eas Irc,Wpm Mm 01471 JOB- /554 SoV{ 411" 4y),cduh., CODESPOTI & ASSOCIATES SHEET NO 2- 17- 3060 Main St. OF STRATFORD, CT 06497 CALCULATED BY DATE Z1'2z/(?S Phon 375-3661 CHECKED BY DATE_ SCALE 70 a �k 141-ce) C 40(v 2 e 7� 1A Q�� = 0 45 � S_5� � ¢�2 � - la,'F cis = 11 f�•�. 7i� 'SS ouV le- SJz1h� �- �cI/e��es 10 1.4 �7�` tap bf JDLe. all�,y c.816w 2 h t - to l ,o . I0� 97'(6 + V-' V1. 14,8 F{ > Gig /2." d/1e-A'r a. O.1c PROgICf 2041 WEBS IK Wdm Wa 01471 CODESPOTI SIZE PLANNING JOSEPH R.CODESPOTI LANDSCAPE ARCHITECTURE long Use Consultant NG & ASSOCIATES ENGINEERING JEFFREY N GORDON LAND RNG Landscape Architect IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Stte Runner ROBERT J WHEWAY 3060 MAIN STREET Rotesmonal Engineer STRATFORD, CONNECTICUT BARRY L.HAMMONS 06497 203-375-3661 Land Surveyor OTTO THEALL Environmental Scientist SOIL EROSION AND SEDIMENT CONTROL NARRATIVE FOR PROPOSED KINGDOM HALL OF JEHOVAH' S WITNESSES PROJECT DESCRIPTION: The proposed Kingdom Hall ( church facility) with minister ' s apartment is situated in the Town of South Windsor on the north side of Burnham Street, approximately 200 feet west of Long Hill Road. The site consists of 3 . 06 acres and has approximately 235 feet of road frontage on Burnham Street . The site is entirely situated in Rural Residential ( RR) Zone. Abutting property to the east is RR; abutting property to the north and west is Industrial ( I ) . The proposed project will consist of a one story meeting hall with a walkout lower level with a general purpose room and minister' s apartment . SITE CHARACTERISTICS: The topography of the site is such that it slopes downward and toward the east with slopes varying from 4 to 6% . The majority of the site is covered by woodland type growth with various mixed hardwoods , light shrub growth, and limited open meadowr;_` '; . EROSION POTENTIALS: y\ Of the total site area ( 3 . 06 ac. ) approximately 5 ,,� $ o �the ��_, P ;S � G O� G -2- site will be covered with an impervious type surface , namely, roofs and driveways. In addition to this , approximately 62% of the site will be temporarily disturbed to allow for construction and grading for the driveway, structure and storm- water management system. The predominant on-site soil types have the following soil erosion factors "k" : HORIZON RAINBOW POQUONOCK A . 20 . 20 B .43 . 28 Based upon these numbers , areas subject to minor cuts and grading will experience low levels of erosion , while disturbances greater than one foot in depth will produce moderate levels of erosion. The erosion potential is most significant on the small fill embankments running north to south on the west side of the front parking area. This area will also be more susceptible to a higher level of erosion due to the trees and vegetation which will be removed for gallery construction. The primary type of erosion which will result from the proposed construction will be raindrop and sheet erosion . Mulched seeding, revegetation and gutterflow diversion should provide the most effective means of controlling the erosion potential. CONTROL MEASURES: Prior to any work commencing on the site, areas of non- disturbance will be flagged in the field and understood to be "off limits" to all construction equipment . Protection of specimen trees and tree stands to be saved will be in -3- accordance with normal procedures as well as saving reasonable size trees by relocation. Once areas to be preserved have been identified , tree cutting can then proceed. Haybales/silt fencing shall be installed as shown on the plan prior to initial tree cutting. In general, the haybales will be placed at the toe of slope in fill areas and around the perimeter of fill and topsoil stockpile areas . After general grading, all denuded areas shall be stabilized. This will generally be accomplished by establishing a temporary vegetative cover ( rye grass ) applied at the rate of 1 lb. per 1,000 ft. 2 . On slopes steeper than 8% , loose hay mulch, 100 lbs . per 1 ,000 ft . 2 shall be immediately placed over seeded areas to minimize rain splash erosion. Final seeding shall be hydroseed or sod application as specified . Subsequent to establishment of vegetative cover and all grading completed, sediment removed from the control structures shall be buried on site or disposed of in a manner which is approved by the Town Engineer. Haybales shall be removed off-site. Erosion control measures shall be inspected by the owner after storms to insure the functionality of the control measures and also to remove any excess sediment which would hamper the usefulness of the control measures . Responsibility for an operation and maintenance program will lie with the owner during construction. Structures such as drywells , pipe inlets and outlets shall be inspected after storms and each spring. -4- SEQUENCE OF CONSTRUCTION: ( 1 ) Locate and install haybales at toe of all proposed fill slopes . ( 2 ) Clear and grub trees and vegetation in building and driveway areas . ( 3 ) Major stockpiling of topsoil will be as shown , stabilized with rye grass and perimeter haybales . ( 4 ) Rough grade proposed entrance drive at Burnham Street and construct mud tracking pad. ( 5 ) Rough grade parking areas and immediately stabilize all cut and fill slopes along uphill and downhill sides of road with quick germinating rye seed mix as specified, install with specified mulch. ( 6 ) Drainage structures and pipes shall be installed. Haybales shall be installed in and around drainage structures as shown prior to their becoming operable. ( 7 ) Construct building. A. The building shall have footing and roof gutter systems . All footing and roof drains shall be fed into the storm drainage system. B. During construction shutdown for any extended period of time (more than seven days ) , all exposed soils shall be stabilized by hydroseed application of rye grass or fabric netting, or other suitable manner. C. During temporary shutdown due to inclement weather , exposed areas also must be appropriately stabilized. -5- D. Additional measures may be required by the authorized agent ( inspector) for the City' s Inland Wetland Agency. CONP4&ct°G N. Gop t .•v'R ti Submitted b tel e N. Gordon FMP` No. q3�O Landscape Architect Member A.S. L.A. ODESPOTI ARCHITECTURE WILLIAM R JULIANELLE ENGINEERING Architect DESIGN GROUP INTERIOR DESIGN SANTO J GIANGRAVE A Professional Corporation +LANND USE CONSULTING Professional Engineer IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfIIIIIIIfIIIIIIIIIIIIIIIIII(IIIIIIIII(IIIIIIIIIIIIIIIIIIII( JOSEPH R.CODESPOTI Land Use Consultant 21-23 COLONY STREET MILTON GREGORY GREW MERIDEN, CONNECTICUT Building Designer 06450 203-237-9860 Intenor Designer February 24 , 1989 (SEE ATTACHED LIST) RE: Property of Emanua' C. Luginbuhl Burnham Street - South Windsor Inland Wetlands Hearing This is to inform you that a public hearing has been scheduled by the Inlands Wetlands Agency - Conservation Commission on March 20 , 1989 at the South Windsor Town Hall . The applicant is The South Windsor Congregation of Jehovah' s Witnesses who are Proposing to build a church structure and its associated site development on Lot 1 of the subject property whereby the westerly portion of Lot 2 of the sub- division is classified as wetlands . Plans are available at the Town Hall for review. We appreciate your input in the past and look forward to your continued support of our project . Very truly • o rs , auto J,,.- angyAve, P.E. S J G: l g N i�' ELVA KIBBE 10 LONG HILL ROAD SOUTH WINDSOR, CT 06074 STEVEN C. DUSSAULT 19 LONG HILL ROAD SOUTH WINDSOR, CT 06074 CARMINE J . NAPOLITANO 29 LONG HILL ROAD SOUTH WINDSOR, CT 06074 TERESA M. WARREN 39 LONG HILL ROAD SOUTH WINDSOR, CT 06074 HELCO 266 PEARL ST. HARTFORD, CT 06108 CHESTER LUBOWICKI LONG HILL ROAD SOUTH WINDSOR, CT 06074 JEAN F. KLEIN 78 LONG HILL ROAD SOUTH WINDSOR, CT 06074 ALEXANDER TERLIZZI 81 BATES DRIVE EAST HARTFORD, CT 06027 MICHAEL J . DAYTON TOWN PLANNER TOWN OF EAST HARTFORD 740 MAIN STREET EAST HARTFORD,CT 06108 FEE: -_---_;; 1-1:C?=i L.11 `_, =:IiL=(� ' DOW & 207 MAIN ST., HARTFORD, CT 06106 TEL: (203) 249-6521 COND FAX: (203)247-4067 flacsiom �Ii TOTAL NUMBER OF PAGES i J1 ul� FROM: '�' I r R 0 - D o U✓ 4 � d 1L f DATE: a I SPECIAL INSTRUCTIONS: pig 44 dl- t ,c ,Z) �� o � aJ ))0 V6- IF YOU DO NOT RECEIVE ALL PAGES, OR HAVE ANY PROBLEM WITH THIS TRANSMISSION, PLEASE CALL: '14 JOA�V f Sri GO u� 1-1�UJ 1JVW + ,'Ji ii•'�I i f _ 0Sf.R FA j � � . s r i February 24, 1989 Wetlands Commission Town of South Windsor South Windsor, Connecticut Gentlemen: Re: Moser Land on Burnham Street, South Windsor As owner of the subject property, we are aware and in agreement of the proposed surface water run off into the wetlands area . If you have any questions please contact me . Sincerely yours, Ben Moser BM:j S 7 6066 T . (203) 872-8346 58 WEST ROD, P.O. BOX 758 ROVKVILLE, G 0 1 'i,- � ,,r -i� .-l � C,, i s i_ - �r_,r: . 0 7 L _ , : A--'! t�. - w _ y - �l -' ,`% •_ _. �'`. . _ C��i i _ f �_.,,,_i,�l �s _;i� i LC;:.L r�..'1,� __. � ll'.�..i r ,. l .: � ,ll t� 1 oil � � �.- i_ .� O ._L _ ,lr- : '. 1 & ill nr„ . inj fi, on n i , Lp Au ' M I _l) con ic _ rh _ i_-' 4 _i i t0,N SCq 70-wn ap SOUS vznd-14-ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soe•coN� AREA CODE 203/644-2511 April 3, 1989 TO: John M. Moran, Jr. , Chairman, Inland Wetlands Agency/ Conservation Commission FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer Plitl RE: Application #89-12P, South Windsor Congregation of Jehovah's Witnesses, c/o Raymond Mack, 59 Lovell Avenue, Windsor, CT 06095, IWA/CC permit for the construction of a Kingdom Hall located on the northerly side of Burnham Street and easterly side of Long Hill Road, RR zone. DOCUMENTS REVIEWED: Application form, site plans, soil erosion and sedimentation control narrative, and drainage calculations . COMMENTS: 1 . The applicant is not the legal owner. A letter is required per section C of the application form. 2 . There is no regulated activity on lot 1 but part of the proposed drainage activity will take place in the wetlands on lot 2 . The discharge is in the 40, buffer for wetlands . The wetlands were field located by Henry Moeller, Soil Scientist. 3 . Detailed plans for the discharge should be included on the plans . A means of reducing impact at discharge should be considered and reflect the criteria in Connecticut Guildlines for soil and erosion control . Erosion and sedimentation control should be provided for the activity associated with the discharge, as well as the laying of drainage pipes . The area proposed for the drainage easement incorporate: steep slopes . A construction schedule should be provided for this activity and clearing and construction limits should be part of the plan. 4 . The soil and sediment control narrative seems adequate for the site. The control measures and sequence of construction in the narrative should be part of the plans on a sheet labeled E & S control plan. 5 . The excess fill deposition area is within 40, of the wetlands and is therefore a regulated activity. If it is not relocated adequate erosion and sedimentation controls should be indicated on the plans . 6 . The site is totally wooded. Methods for tree protection should be part of the plan. Limits of clearing should be established on site as well as limits of construction. Stump disposition should also be addressed as part of the plans . 7 . Soil discriptions should be provided for the soils on the site. The soils included in the drainage easement and discharge area should be identified and descriptions should be included for those soils . 8 . There are steep slopes to the west of this site. The silt fence should be extended along the total westerly property line. 9 . The detail for sedimentation control fencing shows Alternate A and Alternate B. Alternate A is preferred if ground conditions permit. 10 . The mud tracking pad should be upgraded to meet the Connecticut Guidelines for Soil Erosion and Sedimentation Controls (figure 8-59 of the Guidelines) . 11 . Notification of this application has been sent to the Town of East Hartford in accordance with Public Act #87-307 . IF APPROVAL IS CONSIDERED, SUGGEST APPROVAL CONDITIONS INCLUDE: 1 . A letter from the legal owner must be submitted authorizing the proposed regulated activity. 2 . Include details for discharge, methods of reducing impact, and erosion and control methods for drainage work in the plans . 3 . A construction schedule for drainage work should be on the plans . 4 . Include methods for tree protection and means for establishing limits of construction on site as part of the plans . 5 . Add additional silt fence along westerly property line to protect the steep slopes . 6 . Identify Alternate A in detail for sedimentation control fencing as preferred. 7 . Anti tracking pad should meet standards of Connecticut Guidelines for Erosion and Sedimentation Controls . 8 . Include control measures and sequence of construction (as given in the narrative) directly on the plans . 9 . The excess fill deposition area should be relocated, if possible, to eliminate impact on the 40 , buffer for wetlands . n�„ 10w N S f,< G vr� 7-awtn- o-P SoiirztA ?AndAc�t � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soe•co AREA CODE 203/644-2511 April 7 , 1989 M E M O R A N D U M TO: John McCahill, Zoning Enforcement Officer FROM: Jerry C. Iazzetta, Town Engineer RE: Kingdom Hall - Application 89-12 We have reviewed the plans and drainage calculations for the Kingdom Hall application with reference to Wetland applications and have the following comments: 1 . The design parameters as indicated in Codespoti Associates cover letter of February 23, 1989 are unacceptable. The normal groundwater elevation must be known before any construction starts and should be known before designing this system. 2 . Details of the galleries must be shown on the drawings . 3 . The TR-55 program is not usually utilized for drainage areas of this size. Please have the design verified with the rational method. JCl/jsv cc: Michael J. Gantick, Director of Public Works Marcia A. Banach, Director of Planning 4�•N SE�(`y Ole sV t� ?V 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 soR•cor AREA CODE 203/644-2511 ..May 30, 1989 M E M O R A N D U M TO: John McCahill, Wetlands/Zoning Enforcement Officer FROM: Jerry C. Iazzetta, Town Engineer RE: Jehovah's--Witness--- 'Kingdom Hall We have reviewed the drawings for this project forwarded via your May 9 , 1989 memo and have the following comments which are related to wetland concerns . 1 . The Town of East Hartford, in a letter to me, has asked "what happens to storm water when it enters the inland wetland area. Will any improvements to the culvert crossing Burnham Street become necessary? " I feel this needs an answer. 2 . Storm outfall should be into a plunge pool . 3 . Test hole data is inconclusive as the depth of several was less than 2 feet and most of the others did not go as far down as the gallies will . Therefore groundwater depth is still unknown. JCl/jsv cc: Michael J. Gantick, Director of Public Works CODESPOTI DESIGN GROUP, TEM OF -TRUSAUTT20. Architecture/Engineering 21-23 Colony St. - Lower Leve MERIDEN, CONNECTICUT 0645 Wo (�QQ J'u N '3O DATE (203) 237-9860 ATTENTION �O _ South Wind. c C /lye TO 1. �f A/C INLAND WETLANdS �YI % / �! �d :n as WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: XFor approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS �e4 e or Or 4 cc� A�� o kj i✓ C o A?7 © 2 �1 A o le /110di 9940 ell r.�.a ti .•- 0 7 �. �e' 1-r 00 - 7w.a,/ COPY TO 4! 7ejt SIGNED: PBODUCI p402 es Inc,Omt o,Maa 01471 If enclosures are not as noted, kindly notify us at once. l°*N af4( c �.a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 it-CO AREA CODE 203/644-2511 September 25, 1989 Michael J. Dayton Town Planner Town of East Hartford 740 Main Street East Hartford, CT 06108 Dear Mr. Dayton: It is our understanding that Codespoti and Associates has forwarded site plans for the proposed Kingdom Hall of Jehovah's Witnesses (see attached location plan) . The South Windsor Inland Wetlands Agency/Conservation Commission tabled action on the plans until comments were received from the Town of East Hartford. At the September 11, 1989 meeting it was suggested that the Commission should see if comments were forthcoming. The Commission respectfully request that any comments you may have regarding the site are forwarded as soon as possible so that action can be taken on this pending application. If you have any questions regarding this application feel free to call John E. McCahill, Zoning/Wetlands Enforcement Officer at 644- 2511 . Thank you for your attention to this matter. Sincerely, mes Lombardi, Acting Chai an nland Wetlands Agency/ Conservation Commission JL/pmm Enclosure ROBERT F.McNULIY TOWN OF EAST HARTFORD 740 MAIN STREET MAYOR (203)299-2781 East c4attfotaf, Connecticut 061oS Octobeiz 11 , 198�:3✓ Mr. Jerry Iazzetta Town Engineer 1540 Sullivan Avenue South Windsor, Connecticut 06074 c• 1 Re : South Windsor Kingdom Hall �6 b Burnham Street Dear Mr. Iazzetta: We have reviewed the site plan submitted for the above mentioned project dated February 22, 1989 . We have the following concerns in regard to the site plans : 1 . Reduce the width of curb cut on Burnham Street to 40 feet. p 2 . Revise grading of driveway. The high point should be shifted towards Burnham Street to reduce storm water site run off. 3 . Provide erosion controls along the street line. 4 . Provide soil data. 5 . Provide revised drainage calculations which should include the impacts of development on the culvert beneath Burnham Street. 6. An excavation and curb cut permit issued by the Town of East Hartford will be necessary prior to the start of -construction. 7 . The light at the entrance should have a diffuser installed to direct light down instead of across the street. Some of the comments in this letter are the same comments identified in our previous letter. Mr. Jerry Iazzetta - 2 - October 11 , 1989 Should you have any questions please contact this office at your convenience. Sincerely, Nicholas Casparino Engineering Technician NC/ee cc : Michael Dayton I'( M 11 CODESPOTI ARCHITECTURE WILLIAM R.JULIANELLE ENGINEERING �, Architect DESIGN GROUP INTERIOR DESIGN ` ``'' SANTO J.GIA.NGRAVE I n c o r p o r a t e d LAND USE CONSULTING OCT Professional Engineer JOSEPH R.CODESPOTI Land Use Consultant 21-23 COLONY STREET .ctlih ^v in �cr MILTON GREGORY GREW MERIDEN, CONNECTICUT IINU.t.'F' 'dJ'c7__F•NDS AG N•, r Architect 06450 203-237-9860 CQf.:F KVP.'!;:N COMMISSIoN ROBERT W.PAUL Professional Engineer GREGORY D.GIANGRAVE Architect October 20 , 1989 Mr. Nicholas Casparino Town of East Hartford 740 Main Street East Hartford, CT 06108 Dear Mr. Casparino: RE: Town Commentary South Windsor Kingdom Hall This letter is in response to your commentary to Mr. Jerry Iazzetta dated October 11 , 1989 and our phone conversation of October 19 , 1989 concerning the subject project. We thank you for your input and respond to your comments as follows : Item 1 : We have been asked to put 25 ' radii on our driveway by the Town of South Windsor which widens the curb cut to 70 ' . We will comply with your request if agreeable to both towns . Item 2 : We will shift the high point of the driveway closer to Burnham Street by means of showing a spot elevation and proper drainage arrow. Item 3 : We will add erosion control along Burnham Street. Item 4 : Attached herewith is the soils information you requested. Item 5 : Attached herewith are the drainage calculations you re- quested. Please note that the system is designed with a zero added runoff feature excluding any seepage provision (our soils data indicates there is substantial natural seepage caspability which is ignored for conservative design) . Item 6 : A curb cut permit will be sought prior to start of con- struction. Item 7 : The light at the entrance is specified with diffuser. We will add a note concerning installation directionality. Mr. Nicholas Casparino/2 October 20 , 1989 If you have any further comments or questions , please feel free to contact me at 237-9860 . Very truly yours , �f Santo G angr e, P.E. SJG: lg cc: Jerry Iazzetta John McCahill Barry Hammons Sam Farmer G U Tam Ole SOU A ?A 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soR-Co AREA CODE 203/644-2511 October 23, 1989 TO: James A. Lombardi, Chairman, Inland Wetlands Agency/Conservation Commission FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: Application #89-12P - Jehovah's Witnesses Please accept this as a follow-up to my letter dated April 3, 1989 . Consideration has been given to documents, correspondence, and plans submitted up to this date. IF APPROVAL IS CONSIDERED, SUGGESTED APPROVAL CONDITIONS INCLUDE: 1 . The drainage calculations must substantiate the stormwater storage capacity. This is subject to approval of the Town Engineer. 2 . The plans shall indicate stone size proposed on the slopes with appropriate labels (ie. , "intermediate" or "modified" rip-rap) . 3 . Provide erosion and sedimentation controls along the street line. This shall be shown on the final plans . •f4, rA 4 �� 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074 �1osoR,Co�'� AREA CODE 203/644-2511 November 2, 1989 South Windsor Congregation of Jehovah's Witness c/o Raymond Mack 59 Lovell Avenue Windsor, CT 06095 D ar Mr. Mack: R : Application #89-12P - Kingdom Hall - Burnham Street At the October 30, 1989 meeting, the Inland Wetlands Agency/Conservation Commission approved with modifications Application #89-12P - IWA/CC permit for the construction of a Kingdom Hall located on the northerly side of Burnham Street and easterly side of Long Hill Road, RR zone as shown on plans prepared by Codiespoti & Associates, dated February 22, 1989, project #1554 . 1 . Black and white transparent mylars of sheets # LA3 with th above modifications, together with two blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. 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 $5000.00 to be submitted to Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 5 . The permit is valid for one year and shall expire on October 30, 1990. 6 . All approvals required must be obtained and submitted prior to any activity on the site. Jehovah's Witness. Page Two Application #89-12P November 2, 1989 7 . A contact person shall be identified directly on the plans. 8. The drainage calculations must substantiate the stormwater storage capacity. This is subject to approve of the Town Engineer 9 . The plans shall indicate stone size proposed on the slopes with appropriate labels (i.e. , "intermediate" or "modifi d" rip-rap) . 10 . Provide erosion and sedimentation controls along the str t line. This shall be shown on the final plans. 11. Hooded grease traps shall be included on the final plans for the two catch basins which discharge into the swal interceptor. Very truly yours, James A. Lombardi, Chairman Inland Wetlands Agency/ Conservation Commission JAL/pmm cc: Jerry C. Iazzetta, Town Engineer - / Marcia A.Banach, Director of Planning v John R. Collins, Chief Building Official Planning & Zoning Commission Codispoti Design Group, 21-23 Colony Street, Meriden 06450 c/o Santo J. Giangrave c-emo fro M TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR.CONN. 06074 I To Marcia A. Banach DATE 8/7/90 L SUBJECT: JEHOVAHAS WITNESS #89-47P I Z FOLD- Burnham Street There will be a preconst ion meeting for the above mentioned site plan on August 21, 1990, here at the Town Hall. (10 : 00 A.M. ) cc: Michael Gantick, A. B. Davies, Lester Braddock, Fred Shaw, Mel Stead, Karl Reichle, �7ohn McCahilla John Collins, Bill Lanning By 7 CODESPOTI ARCHITECTURE WILLIAM R.JULIANELLE ENGINEERING A r n Architect DESIGN GROUP INTERIOR DESIGN ' SANTO J.GIANGRAVE Professional Engineer I n c o r p orate d LAND USE CONSULTING f `,.^C JOSEPH R.CODESPOTI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �L/4MD VV-(L�@(V'�S ir d�t�1t Land Use Consultant 21-23 COLONY STREET [�� �Q4�1:aS5dC' MILTON GREGORY GREW MERIDEN, CONNECTICUT mar. _ Architect 06450 203-237-9860 ROBERT W.PAUL Professional Engineer GREGORY D.GIANGRAVE Architect August 24 , 1990 Inland Wetland Agency Conservation Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Attention: John McCahill Dear Sirs : RE : Application 's„489-12P Kingdom Hall`— Burnham Street This is to inform you that due to litigation pro- ceedures in connection with the Planning and Zoning Commission our project was delayed beyond original anticipated construction goals . We now have received approval as of July 17 , 1990 , and are now proceeding toward construction. We, therefore , request that the IWA/CC grant us an extension of their approval of November 2 , 1989 . Enclosed please find a check for $25 . 00 to cover necessary fees for extension proceedures . Very truly yours Santo J. ours ave, SJG/bjm Enclosure cc : Samuel Farmer Jeff Gordon Files �40wN at,t� o � e � -own o-P SgatA ?AqdAiat 4 �ro 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074 ,c `a AREA CODE 203/644-2511 September 11, 1990 Raymond Mack 59 Lovell Avenue Windsor, CT 06095 Dear Mr. Mack: Re: Application 89-12P - Jehovah's Witnesses At the September 10, 1990 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a one year extension of Application #89-12P with all original conditions. Application #89-12P becomes effective October 30, 1990 and expires on October 30, 1991 . Very truly yours, dames A. Lombardi, Chairma�l ~— Inland Wetlands Agency/ Conservation Commission JAL/pmm cc: Marcia A. Banach, Director of Planning John R. Collins, Chief Building Official Planning & Zoning Commission Jerry Iazzetta, Town Engineer Enclosure - i 4 p~M SC44 � � S r1 E UzszT y D T� �s,� 2v; �C, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 I Inc 4��RS , �oSOR.C113 AREA CODE 203/644-2511 Project Name/Location 4c vet A 5 (itl ess SL-J Appl.# Cq P� Contact Person/Owner S A4cS S- c,c-cxves Phone # 237- 15'60 Address C:deS�J; C-crOde }11 -?3 COIGA4 ; MeC�8Q A0(.4 50 You are hereby notified at problems may exist n the above site concerning erosion and sedimentation control measures. Although this is a notification based on a routine site visit, you are ultimately responsible for inspecting and maintaining the site. y You were contacted on 9 1 and notified of site problem(s) . This is a confirmation of that ca 1. You should correct the problem(s) immediately (within 48 hours) and notify me that the situation has been corrected. ,Z Erosion and control measures are not properly installed wand/or maintained according to approved plans. Refer to approved plans and correct site as needed. ®Watl.00* of Slope C'-� -Frce�'+ Pc.rk;n!� lc {- . Erosion and control measures are needed beyond those shown on the plans, contact me regarding the additional measures. Silt fence(s) and/or haybale(s) are not in place or not properly maintained. Stockpiles are not protected and/or seeded. Construction entrance not in according to plan or not functioning adequately. Need to establish vegetation per plan, either temporary or permanent. Site lacks protection against possible wind erosion. _ Limits of construction have not been established on site, or have been exceeded. There is an excessive area of disturbance which should be stabilized, limits to area of disturbance may need re-establishment. Detention basin or siltation basins have not been maintained and/or vegetation or stabilization is insufficient. Other concerns This will be filed with your approval/permit for the site. It is your responsibility to maintain the site and repeated violations/problems will be forwarded to appropriate Commissions. If you have any question regarding this, contact me at 644-2511. Very t ly y r;2ncle17 E. McCa ill " Z ning/Wetlands Enforcement Officer I JEM/pmm 1 0 CODESPOTI ARCHITECTURE WILLIAM R.JULIANELLE SANTO J.GIANGRAVE ENGINEERING Architect Professional Engineer DESIGN GROUP INTERIOR DESIGN I n c o r p o r a t e d LAND USE CONSULTING GREGORY D.GIANGRAVE ROBERT W.PAUL IIIIIIIII III IIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III III IIIIII Architect Professional Engineer 21-23 COLONY STREET 203-237-9860 JOSEPH R.CODESPOTI MERIDEN,CT 06450-3269 FAX EXT. 18 Land Use Consultant August 28 , 1991 Ms . Phyllis M. Mann Recording Secretary, IWA/CC R;tg11yJJ Town of South Windsor 1540 Sullivan Avenue South Windsor, Conn. 06074 AUG 21 1991 Dear Ms . Mann: South Windsor INLAPfD WETLANDS AQENCYI RE: IWA/CC Application #89-12P CONSERVATION COMM15419N Jehovah' s Witnesses - Kingdom Hall As per our discussion this morning, we plan to extend our project beyond the October 30 , 1991 expiration date. We therefore request an extension and submit the required fee of $25 . 00 . We request this extension in accordance with the following conditions : 1 . All conditions of the previous approval given in your letter of November 2 , 1989 are still applicable and will continue until project completion. It is anticipated that this project will be completed before year ' s end. 2 . Our quick-build date for erecting the building from main floor up has been rescheduled from October to November with present schedule of November 8-11 , 1991 . At that time, only minor loaming around the building is anticipated since most of the site work would have been completed by then. 3 . There are no changes in facts or circumstances affecting the wetlands or watercourses . We will be correcting some embankment damage caused by hurricane "Bob" in the coming weeks . We also plan to install the first course of paving and curbing at this time which will arrest any further wash from the gravel parking areas . Please consider this letter as a progress report in addition to formal request for extension. If you have any questions , please feel free to contact our office at 237-9860 . Ver Truly Yours , Santo Giangra cc: Sam Farmer �40wM af'q<� oTown O-P SloatA ?dz0w:&01t 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 SOR-CO AREA CODE 203/644-2511 September 18, 1991 Santo J. Giangrave Codespoti Design Group 21-23 Colony Street Meriden, CT 06450-3269 Dear Mr. Giangrave: Re: Application #89-12P - Jehovah's Witnesses At the September 16, 1991 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a three year extension of Application #89-12P with all original and standard conditions. Application #89-12P becomes effective October 30, 1991 and expires on October 30, 1994. Very truly yours,Q ;L,� Eliza eth A. Warren, Chairman/ Inland Wetlands Agency/ r Conservation Commission EAW/pmm cc: Director of Planning Planning & Zoning Commission Town Engineer Enclosure SOWN SE,( Town 0iogslou-& ?Aar:1.16at y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 O AREA CODE 203 644-2511 f��SOR.0 July 7, 1994 Sam Giangrave Codespoti Design Group 21-23 Colony Street Meriden, CT 06450-3269 Dear Mr. Giangrave: Re: EXPIRATION OF PERMIT 89-12P, Jehovahs Witness - Kingdom Hall This is a reminder that the permit with the Inland Wetlands Agency/Conservation Commission, Application #89-12P will expire on October 30, 1994. If you plan to extend your project beyond the above expiration date, you must apply for an extension at least sixty-five (65) days prior to the expiration date. There will be a thirty-five dollar ($35.00) fee .required for an extension of the permit. This includes a ten dollar ($10.00) surcharge assessed by the State, to fund the State Environmental Review Team. An application for an extension shall be made in accordance with the following subsection of the IWA/CC Regulations: a. The duration of any amendment or extension shall be for three years unless otherwise specified in the permit. b. The application may incorporate by reference the documentation and record of the original application. c. The application shall state the reason why the authorized activities were not initiated or completed within the time specified in the permit. d. The application shall describe any changes in facts or circumstances involved with or affecting wetlands or watercourses or the property for which the permit was issued. e. In unusual situations the Agency may accept an untimely application to extend the expiration date of a permit if the authorized activity is ongoing and allow the continuation of work beyond the expiration date if in its judgement, the permit is likely to be extended and the public interest or environment will be best served by not interrupting the activity; the application shall describe the extent of work completed at the time of filing and the schedule for completing the activities authorized in the permit. f. The Agency shall evaluate the application pursuant to these regulations and grant the application as filed, grant it with any Sam Giangrave - 2 - July 7, 1994 ppTica ion - terms or limitations, or deny it; and shall state upon the record the reason(s) for its decision. In the event that you are requesting an extension, section 8.1.6 of the Zoning Regulations establishes the process for monitoring the approved conservation plan. Per that regulation, a progress report is required from the applicant's engineer verifying that erosion and sedimentation control measures have been installed and maintained in accordance with the approved conservation plan. This verification report shall also be submitted 65 days prior to the expiration date of the permit to allow time for the Commissioners to evaluate your project controls. If work has been finished or will be finished by the expiration date, please send a letter stating work is completed according to the approved plan. If you have any questions call me or John E. McCahill, Zoning/Wetlands Enforcement Officer at 644-2511, ext. 253. Very rly yours, yllisj R di Mann ecorng Secretary CODESPOTI&ASSOC . , P . C . TEL . 1-203-375-3661 Aug 18 , 94 9 :30 No . 002 P .01 CODESPOTI & FAX T1R,ANSNg7TAL COVER SHEET ASSOCIATES P.C. low WRVAM~ �Iluluuluuuumullmuum+umu�IlU�I;<Illlf�i�tvoullr�lnul� 3060 Main Strut,Suite 203 Stratford, Connecticut 06497 203-37S•3661 . To: A"IA A, Company Name: FNx Number: (z�-i'4 - 17-8'1 From: � - Desoription: 6krS CA W t Llr A'D Number of Pages(including cover): Operator: Date sent: $ Time Sent: 9 J{D AVIA ifomm am any problems recclving this transmission please cell or fax:203-375-3661 CODESPOTI&RSSOC . ,P .C . TEL : 1-203-375-3661 Ru_18 ,94 13 :22 No .003 P .02___. JUB - - - -- CODESPOTi DE GROUP, I NC. 014IRT Archtt e / Engineering •23 Colony Street CA�CU LA�%._0F e — -,__- — �U�AT-6,---._-_ M EN, CONNECTICUT 0600 03) 239 C*+Ecvroev_.-._ a�lra(2 7. s --.-..---- 5-e J. Orr f'.fi,�fG✓�/,L'/1� lJ�� I�,/�'P�l I Ste; ��a ��G �`r� °r i y if!� ' ` { ... ...... .gyp yeo . f. 4 I i , I I i f i 1p t4 1 d Gt �P?-# KA ,, y ',..I T„t IrMIJ.o�+.'+w/a w,.nrn LLu 6u11 luOw I'NLM t{pt,Rt I.uv>y►.aw %! 5%6% !4�•! ,`t�! ••••• 1� �� 1t� ' rr t +.,En,+ri35 uN�T l.p.----� j j j'1/ I ; - LZ —y� 1 1 I7 ��11 1 1�, j �'1 ``•, + G,% f �' R1 t 1 +. I R , r aD 'MC'E �'QER �A ,• ! __� rr - rr o I i Ak 31 c i � 11 11+' 1� �� '� �-L��-- 1y -�4/ �� ,��i jrl.' �°- 'ti �� •`� �� � -y--1: � -'�� F_ 1 j + fj0 1C: 5-U° '/lH=PIhE y OITA E I P:.= E ENE' i4 `,1 ~� i �•ti� ; ri `Y+ _ 0 c7- k-CM OF��Wiyasi:R spa---_cFVTUNS TOWN OF SOUTH WINDSOR RECENED STAFF SITE CHANGE FOR SITE & SUBDIVISION AU 24 � GENERAL: 14, WINDSOR PLANNING DEPT. CHANGE ORDER CONTACT PERSON Santo Giangrave Phone No. 644-2907 Address 280 Sand Hill Road, S. Windsor,CT 06074 Site Name Kingdom Hall of Jehovah' s Witnesses P&Z No. 89-478 Owner S. Windsor Congregation of Jehovah' s Wit nepHSSHe No. Contractor Signature of Owner Date: Signature of Design Engr. z'� Date: R-ZLf -`-'`t CHANGE: (Describe location and nat a of clange. Include three (w copies of plan/profile of Change. ) Construct auxilliary parking area as approved in P&Z settlement letter of July 19 , 1990 ( Item ##8 ) - Parking shall provide 71 spaces with pedestrian path, public sidewalk parking lot lighting - subsurface drainage structures to recharge wetlands . NOT designed for 0 increase in runoff rate as approx. 5 acres of undisturbed wetlands will mitigate. No surface runoff except for overflow pipe. Reason for Change: (Why is change required) To provide overflow parking ng without impacting na local streets ( on street parking) as required in Item ##8 of above noted correspondence. APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant DATE A^ �— 94 JOB NO N ATTENTIO TO /1/I�i RS�t/`t �f}�Y/}C/t/ RE .fe 4 o ✓y /C �7CSfPS A// AuxIl(ar U'GrIC-i,ILoT ucL( 6 67 AUG 24 19S > WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via �, uu1 D-SOR PI ANNINQ Effi&ing items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. �DESCRIPTION 9 aSe,-, uX/Me,r Z 8/7- ll / S 1"9 Ar-,'- rX � THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO J� �h / l- �G /'!/l� !e`/V� ��4a 40%Pre-Consumer Content •10%Post-Consumer Content SIGNED:ZL Z� PRODUCT240 1n e 1*.cmton,MM OIVI If enclosures are not as noted, kindly notify us at once. RECEIVED Santo J. Giangrave,P.E. 280 Sand Hill Road AUG 24 1994 South Windsor, Ct. 06074 M,•W1NDS0R PLANNING DEPT. August 24 , 1994 John E. McCahill 0 C®NIVRe c Zoning/Wetlands Enforcement Officer hip �o�'GIAN ? yG Town of South Windsor 1540 Soliivan Avenue `` NO. 6 84 South Windsor, Ct. 06074 a� � �o,,-v `ss�orvn��N� Dear Mr. McCahill : Re: Permit 89-12P, Jehovah' s Witnesses Kingdom Hall Thank you for the reminder concerning our Inland Wetlands permit exper- ation date. We do wish to have an extension of our Inland Wetland pro- ject permit in according to the following: i . The Kingdom Hall is in need of au..illary parking as previously discussed with the P&Z Commission per letter of approval dated July 19 , 1990 (Item 8) . A plan modification is enclosed showing the construction change proposed for the addition of 71 add' tional spaces . 2 . Drainage drywell structures are provided to recharge 5 acres of wetlands . The design does not include provision for zero increase in runoff since the close-by wetlands mitigates . 3 . A select fill will be used at the westerly edge of the parking facility for filtering discharge prior to entry into wetlands . 4 . Grades on the parking facility will be held to approximately 2% to provide gentle flow character. 5 . No sand will be used on this parking facility during winter storms to preclude any clogging of drainage structures . 6. Erosion control silt fence will be provided along the westerly filled portion of the proposed parking facility. 1f you have any questions , please feel free to contact me at the above address or by phone at 644-2907 . Thank you for your consideration of this matter. Very truly - s Santo J. Giangra�,P.E. 10wN sf o cly A Q To-wn 0-fe SOUZA ?dzn� C m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•CO AREA CODE 203/644.2511 September 16 , 1994 Santo J . Giangrave, P . E . 280 Sand Hill Road South Windsor, CT 06074 Dear Mr. Giangrave: Re: Appl #89-12P, Jehovah ' s Witnesses Kingdom Hall At the September 14 , 1994 meeting of the South Windsor Inland Wetlands Agency/Conservation Commission, the extension of application #89-12P was denied . The concerns expressed by the Agency were: 1 . The present application has been completed . 2 . The proposed work was not included in the present application and must be submitted in a new application . Very truly yours , INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION i Elizabeth A. Warren, Chairman EAW/pmm cc : Planning & Zoning Commission Town Engineer IVA °`�e \ .r •.fir ' y JAB>> 4F o h; � r < < , ♦ Y �.l1�.� .�; MALWr- IAw , t / 1 rr, 4 -O 4�-O, 1'-fi MANHOLE INLET ALTERNATE 4! INLET KNOCKOUT �7 ' y r 1 a®I .iJ Ih��7S1J ®r =�Lt ® ®C �n 1 Ili�—S11� tr[��. Its=�i11 tr_� 1 �+ r31{tom1 —�y11 5---L ® 1 II SECTION END 'PEN SCALM 1 I 4 -O ASPHALT (o-O — -`— PAPtINGg � DESIGN NOTES 1. CONCRETE , 4000 P,S.I.. ZA DAYS. 2, REiNPORCEMiWT, G"ita", TOGA. STEEL WIRE `MESH ANC 3 RR SAP. (HEAVY DUTY REWPORCIN42 AVAILABLE) 2" 5TONr. i L a r 4' GALLEY r 1 I TYPICAL TRENCH CP-055 SECTION 1 1 4 -rc 5CAL6 ENO VIEW OP CENTER SECTION