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05-23P Spec Ex/Site Plan of Development
TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION APPLICATION FORM Application No: `w Official Receipt Date: 2"7i 05 MA 2005 Receipt No: APPLICANT: Howard M. Wood, III PROJECT NAME: Avery Street Christian Reformed Church ADDRESS: 399 Beelzebub Road, South Windsor, CT 06074 OWNER OF RECORD ON LAND RECORDS: Avery Street Christian Reformed Church ADDRESS: 399 Beelzebub Road, South Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: ASSESSOR'S MAP# 67 PARCEL# 20 ZONE RR NAME,ADDRESS,TEL&FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Attorney Howard M. Wood, III, 773 Main Street, Manchester, CT 06040 Phone: (860) 643-1136 Fax: (860) 643-5773 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision(Public Hearing Required) ❑ Minor❑ Major ❑ Conditional Approval 19 Special Exception to Article 4.1.8.b (Public Hearing, Certified letter to abutters required) ® Site Plan of Development ❑ General Plan of Development ❑ Earth Filling (Sec.45) and/or Earth Removal (Sec. 14 - Public Hearing required) ❑ Regulation Amendment: ❑ Zoning ❑ Subdivision (Attach proposed amendment) ❑ Temporary and Conditional Permit for ❑ Major Home Occupation for ❑ Other(explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commissio Signature of Applicant Aigna re of rty O er Howard M. Wood, I I I Volume 566 Page N° 395 JBaTHW DSO 004FR7 SOU ' MORTGAGE DEED AVERY STREET CHRISTIAN REFORMED CHURCH (fn1rmer{Jy Nr p tits THE C%IMUNITY CHRISTIAN RRP(1Rmrn f:TTTMrHl r a church rnrtxir�tion/�P Cn'" $tit e O COMeC 1Ct1 , rGran 0 661 Avery Street, South Windsor, ConnecticuM6074 ONE HUNDRED THOUSAND AND 00/100THS,($100 000.00)- to secure Payment of , ----------------- DOLLARS <;f with interest payable as I1989 rvided irl a caflain prpml,^,yory rote dated NDLD t_•_,_ Wei ww maturity on-- t1�11 F C__7 L� L`I/l l Itha"Nolo').a copy of which Note is attached hereto and made a pan hwent - THE BANK OF SOUTH WINDSOR,("Lender"),with MORTGAGE COVENANTS the real property described on Exhibit A a �to-_ (Property). Borrower and Lender further covenant and agree as follows: 1, Payment of Principal and Interest.Grantor shall prompfly pay when due the principal of and interest on Cie indebtedness evidenced by the Note and lab charges ss provided in the Note. A 2. Payment of Taxes and Other Charges.Grantor shall timely pay and send notice to Lender of such payment of all taxes,assessments,instaftents due and payable - on any mortgage or other encumbrance secured by the Property,it any,and all other charges,fines and impositions attributable to the Property.Lender reserves the ngd to escrow for taxes,if Grantor does not pay them in a manner the Lender deems timely. Hazard Insurance.Grantor shall keep the improvements now existing or hereafter erected on the Property insured against Cast by fire,hazards inckded within to term a. -extended coverage;era such other hazards as Lender may require and in such amounts and for such periods as Lender may require subject to thisric rights of any prior iF mortgagee;Pnovded,that Lender shall not require that the amount of such coverage exceed that amount of coverage required to pay the sums secured by this Mortgage and any mortgage prior in right of this Mortgage.Copies of all insurance policies and renewals thereof shall be sent to Lender and be in form acceptable to Lender.In ale f event of loss Grantor shall give prompt notice to the insurance carrier and Lender.Lender reserves the right to escrow for hazard insurance,it Grantor does not pay them in a manner the Lender deems timely. 4. Preservation and Maintenance of Property.Grantor shall keep the Property in good repair and shall not commit waste or Parma impairment or delenoraapt of this Property.II this Mortgage is on a unit in a condominium or a planned unit development.Grantor shall perform all of the Grantor's obligations under ate declaration of covenants creating or governing the condominium or planned unit development the by-laws,and regulations,of the condominium or planned unit development.and! _ constituent documents. 5. Protection of Lender's Security.If Grantor fails to perform the covenants and agreements contained in this Mortgage,or C any action or proceeding is commenced which materially affects Lender's interest in the Property,including,but not limited to eminent domain,insolvency,code enforcement or arrangements or proceedings invo" a bankrupt or decedent the Lender at Lender's option,may make such appearances,disburse such sums and take such actions as is necessary to protect Lender"s imerest �- including,but not limited to,disbursements or reasonable attorney's fees,as allowed by law,and entry upon the Property to make repairs Any aRlOunts disbursed try Lander " ¢ = pursuant to this paragraph 5,with interest thereon,shall become additional indebtedness of Borrower secured by this Mortgage. - � 8. Inspection.Lender may upon prior notice to Grantor make or cause to be made reasonable entries upon and inspections of she Property. y� sj C ). Condemnation.The proceeds of any award or claim for damages,director consequential,in connection with any condemnation or other taking of the Property,or pert - thereof,or lot conveyance in lieu of condemnation are hereby assigned and shall be paid to Lender,subject to any rights of any mortgage gran in rhgta to this Mortgage. ' 8. Default,Acceleration and Remedies.Default for 15 calendar days in the payment of any of the amounts required in the Note which this mortgage secures,of taxes, C j municipal assessments or fire or other insurance premiums on the Property or of taxes on the Note or of installments due and payable on any mortgage or encur trance - secured by the Property;of the filing of a petition in bankruptcy or the institution of any receivership or insolvency proceeding or any assignment of assets for she benefit of eredeorsby Grantor or Grantor's successors;or demand by Lender,or notice by Lender that lender deems the indebtedness to be insecure;orthe sale or transfer of as or , any part of the Property or an interest therein without Lender's poor written consent;or failure to keep and perform any of the agreements or provisions contained in on mortgage,chat render Me white of me Note immediately due and payable at the option d Lender.Failure to exercise any such option shalt not eonstrhae a waiver dthe rgr&d )(l III " Londor to Inter oxerciso such option.Loodor shall be entitled to collect all reasonable costs and expenses insured in pursuing the remedies provided in this paragraph, including,bul nit limited In,reasonable ahormys'loos,as allowed by law. g. Assignment of Rents.Appointment of Receiver.As additional security hereunder,Grantor hereby assigns to Lender any rents dab Property,provided to Grateor _ dJ shall,print to acceleration under paragraph 8 heed,have the right to colloct and retain such rents as trey become due and payable. YT' Upon acceleration under paragraph 8 hereof or abandonment of the Property,Lender shall be entitled to have a receiver appointed by counoenter upon,take possession and manage the Property and to collect the rents of the Property,including Utose past due. i 10. Forbearance by Lender Not a Waiver.Any forbearance by Lender in exercising any right or remedy hereunder,ordnerwase afforded by applicable law,shalt not be ;A- waiver of or preclude the exercise of any such right or remedy.The procurement of insurance or the payrnentoftaxes oroa er herbs or charges by Lander,d shag not be a waiverd y Lender's right to accelerate this maturity of the indebtedness secured by this Mortgage. i It. Remedes Cumulative.All remedies provided in this Mortgage are distinct and cumulative to any other right or remedy under this Mortgage or afforded by sworegialy and may be exercised concurrently,independently or successively. 12. Successor&and Assigns Bound:Joint and several Liability;Captions.Any reference herein to Lander shall be deemed to include its Successors ad assigns The Q ' covenants herein contained shall be binding upon Grantor,jointly and severally,their heirs,execuom,administaors and assigns,and shastreo irk the beneffl of Lender,as s ccensors and assigns Whenever used heroin,Ova Singular number"ll include this plural.Cue plural the singular,and the use d any gender SW hcluds as genders.The ' Captions and headings of the paragraphs of this Mortgage are for convenience Cray and are not to be used 10 Was"or donne the provWale ha ol. This mortgage is made upon the STATUTORY CONDITION. - Signed this 31st day of August 19 89 AVERY STREET CHRISTIAN REFORMED w east �� n CHURCH. ....... 141 / Tess Moni ue P uet GRANTORI f�s1 4/r�� "�� ✓t i—S[/9 C c, 4 y/uthorized -��7-73 he By Z1l y r, / �.�z l'y c��f`r a► � wsrre s Mary Gage Duly OR Authorized c/)/ice L /�1.0i/Il/_�lc_/ � vntreess - STATE OF CONNECTICUT I ^I as South Windsor COUNTYOF HARTED Tfr nstrurtbM vrss betone rib t b 31st day d August 2 ,ry MO�1E PAQUET andd Y GAGE, Duly Authorized �r S1�EET�TIAN $ ORPTID CHURCH. i_ N ` co m issior w of to Superior cart EKRWEXK The property,is descirbed a bMowi; 66 11 399 Beelzebub Road,/Snouth6Windsor,SLr06074, more particularly bounded and described in - Exhibit A attached hereto and made a part hereof. ORIGINAL -=r -------------- Volume 566 Page N° 394 004996 t� THIS IS 70 CMTIFY, that at a meeting of the adult meiubcirship of `z TH-E, COL'D.'UNITY CHRISTIAN %%FORM ChZ1nUH � $} located in the town of South Windsor, Connecticut and held at Louth Windsor, Conn. on the day of recember, 1964 s, was the following resclutioni/%ixec adopted relative to its affairs and the government j thereof by a two-thirds vote of such adult t,temborship of which Resolution the following is a copy: RESOLVLD. That the name of The Community Christian Reformed Church located in the Town of South Windsor, Conneot•icut, be # changed to the following: 4 wery Street Christian Reformed Church i. , i I t ` I II I .ltteatt t i ti + t State of Connecticut County of liar tford as. Jsnuary2/ 1963 Ij+ . Personally appeared , Clerk of The Community Christian Reformed Church and made oath ' + to the truth of',the above-certificate. ` �rZ �` r= - cta-r-y :iblic_ 1,I F 1 L E D � RECEIVED FOR RECORD _/— 19�� � I AT /Q 'je A /7I I A.M. MAR 1—.1965 ICES RECORDED IN SOUTH WINDSOR $JA T.6£1lSS?. of$till ... LAND REC VC 1 er - ;, ASSt3TA?dT IMIN CM f' r I Volume 566 Page N° 396 g BIT A All that certain piece or parcel of land located in the Town of South Windsor, County of Hartford and State of Connecticut, being more particularly bounded and described as follows: Commencing at a point set in the South boundary of Beelzebub Road, so-called, which point is Three Hundred and Fifty (350) feet Easterly of the Northeast corner of premises owned now or formerly by Phillip Welles; thence moving East in a straight line along the South boundary of said Beelzebub Road, a distance of Five Hundred (500) feet to a point marked by an iron pipe located r" at the intersection of the South boundary of Beelzebub Road and the West boundary of Avery Street, so-called, thence moving South in a straight line along the West boundary of said Avery Street at an interior angle of 921 54', a distance of Three Hundred (300) feet to a point; thence moving West in a straight line along other land now or formerly of Harry L. Welles and Edith W. Welles and at an interior angle of 87° 06', a distance of Four Hundred and Eighty (480) feet to a point; thence moving North in a straight line along other land now or formerly of Harry L. Welles and Edith W. Welles and at an interior angle of 960 41' 40", a distance of Three Hundred One and Sixty-eight One-Hundredths (301.68) feet to the point and place of beginning. The last described bound makes an interior angle with the first described bound of 83° 18' 20". I Said premises contain Three and Thirty-seven One Hundredths (3.37) acres of land. n" Said premises are subject to a mortgage in favor of Christian Reformed Board. of Home Missions in the principal amount of $17,000.00 dated September 27, 1963, and recorded on October 3, 1963, in Volume 98, Page 478 of the South Windsor Land Records, which mortgage by reason of a subordination clause contained therein is subordinate to this mortgage to The Bank of South Windsor. ' i it 4� f d f t t 1 13 t e - March 8, 2005 Howard M Wood, III Attorney at Law Phelon, FitzGerald and Wood,PC 773 Main Street Manchester, CT 06040 Re: Avery Street Christian Reformed Church Dear Howard: Please accept this letter as authorization for you to fill the appropriate applications relating to Avery Street Church's proposed building project with the Town of South Windsor Planning and Zoning and Wetlands Commissions. Thank you for your assistance with this. Very truly yours, Stephen J. Zielinski ASC Building Committee, Chair e Avery Street Church March,2005 South Windsor,Connecticut AVERY STREET CHURCH DRAINAGE DESIGN ' TABLE OF CONTENTS I. EXECUTIVE SUMMARY&USGS MAP II. ANALYSIS OF OVERALL EXISTING CONDITIONS ' Watershed Map Calculations ' III. ANALYSIS OF OVERALL PROPOSED CONDITIONS Watershed Map Calculations ' Storage Requirement Calculations Drywell Design ' Post-Development Flow w/ Storage ' IV. MISCELLANEOUS DESIGN ELEMENTS Hartford Rainfall Intensity Sheet(CT DOT Drainage Manual) ' Rainfall Frequency Chart Average Velocity Chart ' Geotechnical Report 1 ' Macchi Engineers,LLC, 44 Gillett Street,Hartford, CT 06105-2694 (860)549-6190 Fax(860)524-5088 ' Avery Street Church March,2005 South Windsor,Connecticut ' I. EXECUTIVE SUMMARY ' General Avery Street Church in the Town of South Windsor has proposed a new building and site work on their existing site. A new building of approximately 11,700 SF will be constructed. The site work for this project consists of the construction of an expanded parking area. As part of this project, a new drainage system will be installed to supplement existing drainage systems and mitigate the increase of runoff due to the ' proposed building and site work. All of the area associated with this project discharges to an 18" pipe that outlets off site ' into a wetland area. The drainage area of the site to the downstream watershed is significant and is part of an important water source. Therefore water quality is of utmost importance. All catch basins will include sumps as per Town standards and be ' maintained as part of the Town's program for cleaning the sumps of structures and sediment traps. ' The drainage area associated with the church site is a watershed approximately 2.5- acres that drains to the above mention system. The existing impervious area within this watershed is 0.79 acres and the impervious area after development is estimated at 1.03 ' acres. Combined with the change in building area, the total increase of impervious area is approximately 0.33 acres. Pre and Post development flows for the 10 yr storm and Hartford, Connecticut rainfall intensities are estimated at 6.6 cfs and 7.6 cfs respectively, an approximate increase of 13%. Due to the runoff patterns of the r ' watershed the flow path for proposed conditions will change; however, the existing controlling time of concentration of 8 minutes will remain the same in the proposed condition. The following is a summary of pre and post flows for the overall watershed: ' Storm event Pre-development Post-development* 10-yr 6.6 cfs 7.6 cfs ' 25-yr 8.3 cfs 9.5 cfs 100-yr 9.7 cfs 11.1 cfs ' Storage Design All additional runoff due to the proposed building and site renovations can be mitigated ' within one drywell. The increase in flow requires a volume of approximately 512 cubic feet to be mitigated for the 25yr storm and 604 cubic feet for the 100year storm. The drywell is designed to store 588 cubic feet. Since the proposed capacity of the drywell is approximately the same as the volume required, flow off the site for the 25-year storm will be the same as the pre-development flows. Drainage area to these drywells account for nearly all of the additional impervious area. Geotechnical information (enclosed) and the existing drywells on site indicate the site contains material suitable —for-infiltration.--- The drywell will handle the increase in roof runoff and designed as a bypass. The invert of the outgoing pipe shown on the drawings is 6" higher than the inlet and lateral to the drywell. This will allow for the drywell to fill up prior to flow entering the outlet pipe. The drywell is only collecting roof runoff and should not be subject to sediment capture. ' Macchi Engineers,LLC, 44 Gillett Street,Hartford, CT 06105-2694 (860)549-6190 Fax(860)524-5088 ' Avery Street Church March,2005 South Windsor,Connecticut ' The following is a summary of the pre and post development flows including the affects of the drywell. ' Storm event Pre-development Post-development 10-yr 6.6 cfs 6.5 cfs ' 25-yr 8.3 cfs 8.2 cfs 1 00-yr 9.7 cfs 9.5 cfs Therefore, the wetland area the drainage system outlets to will be unaffected. Macchi Engineers,LLC, 44 Gillett Street,Hartford, CT 06105-2694 (860)549-6190 Fax(860)524-5088 } .aq fill 20 Fill, �r yl j�P/j / Fj`� ( �'�i�.J.j�� �+sn� q •.��j Wroi ggB q, -1.�� �y• �:y6' e.'fit... �` ( "� � � �C's 1I ' rI f MIAMI . . c j,(j� .....yeti.....` ® E xEeaSS zl:a:>!ro `�..;;y`Rk, •a,1 -,,, ..� ..,," } '. `t>2g 4uF,•,..'".,., v.. � is 1 a4 aa.r71 Cir t xzszat .szAtr �na'yam^' �� F`1y4�. S zsv.5s v n z xE59.57 xzsaszu ``". _ 3,,.. �-.,. t Fd� "'Gr4y. £54.IX5 26145 'w, ^..... x2VAS 257.5 EL a., x 29&SP '" zazET 9t xzs? i§`s5"' "2s `", esax�sn •.,,� i 24� 4a,2Y x,r~'"`".,.,"?2sab�0•E39.33 4Y �`I 3� ^M i ..•2EA5& x2Aaa2r , � s~ �u x2s3aa �k�/ 'Sp 6a? xz3a � *=.'`A�,,,„'`//f( -fj`y{'"•,.. S ,.•t,`,"^,,.Ede. 47. s x xP.3B.E4 r x °`"""".l"• / '�( •.., ,y y tb x T' it.d$`"".'..,...,_ 73„`.. g7.9 +5"(`1t1. Esb "_• i. C,�(! x24&67 aA xF9. ¢l • `"`.y 4 ~�... „.,,,, \ "- "",`�S z25 i �''` I ~"`' r�.F 4./•y .., xexa' X aas 2. to e t p zsaEs " r ! C SS`3if r` " aa.a2 E4b56 \/ O " zas TIME F C NCE � '�AT10 x£4S2 . CX4ao11 A m e ° Aw x 243.36 ` 46M i` F Cf N wpyi2 .14 :>., ::24245 9A.31 y@e �• # L54 54 2 �?. MAOI 01� xe5i" x can x .� "' xE4.Rb Lki'?67 11'"' ® z(UE x 4.,5 1Y.,.26ff 29831? .7..HY f x24 5 F ....x l^-� �ff-� x 6U y ""+t xpek k ll x857 x2 *2 z4bni 05 saxes JrC ayx$r. x2aa.e as 24rxa4 xz x24 `% �fp "' 26b.AYpj G 4644 eac. x 2s7m P V%vy of?,e+--..F} edam z3Y.ss ?x xz x24xas xe42.r z sx xeeafls E6. 99 iiu?�?p 2sa3a 1J fftflPp .A »�2.. xzsa,:sa i xzaz E x p .. x244.Y6 9 xe3s x2as,sa xzaa. h n x244Aa 2`J c� V ""+. ,'J5 s 2422a _ va ........""._`. x:+wr„ � ... 254.k3 � � m �`t�•a���4a� x2S9Ra x Ya 2S41a Sy- "3 2s� �7 Conc. Lvalk ?5 i3 2 ? 2 581 am E32.E4 x {jx•'' �" `� 5L._ .,�a .._ _... 2 918 ��x s�°j �,• ��. f 23a.v xa$$,q 2aifz4g• z42s2 ns_, Wtalk r," 4sas zsa7 �' x234b8 x241.�y ,�E •?Y xE4'7 � g `•.�`0,,,,,ti .9 tfu� e7f 7- T "..,� '...:_..^--'� Y.3i q .a ? .. �p 7 xz c?;x� c''� 1'�• x24 x --•.�' xzazs7 w � � zszaa L`� s' n z(t T ix ro Bit, CuldP. ''"s '� h 'a• n; o ��2 aP .T.q� W* `u1'�• clA x? & D a $i�• p it pX( C3y �' .. rop z42a3 t �;qrJ` Ash k11•Jg 4� �C?J c pQ �",,,. N89^:M'tlD°S, 1}"m x24A3A 4esb %7F{5¢{`eey fr g: '�ci rofi. "• a� s 245m x2 z4 4m xz kAt evae CON"fRQL POINT 2aa -._...... » E528Y < ef4(.. s D { $ 1rJ bit t E< . 'Rr cif.Ct.� cf N» %4- baa zs j{/ {.NZ05 EXISTING CONDITIONS 7J "+,,. a SCALE: V—W LEGEND: � ``.. • fi�.{J,� '� xza m Bit. =BRUM.InaExa a » a Conn.xx Concrafa a ,"a v' m x24 pp' { 24293 CR m{`O3YCrCf£:Pad M =Dear Sii! E, Elea Metz, L?;E;4 *'r L a EI. :::: Elevation ��� +'ryxa$ FP. Fu'e Place ^ GF. Garage no- " t� y E414 GW. g Gtty Wire '``• HzY —�e b'' O'C E 2aLtlS x2 .39x �"`!� ' MACCHI ENGINEERS, LLC HARTFORD, CT BY Al DATE S 7- 05- SUBJECT %- �� •-' SHEET NO. OF CHKD.BY DATE JOB NO. -vie_ 1 'FE : go p 1 . Tee► t_. 14 42 1 _ i 1 Worksheet 3: Time of concentration (Tc) or travel time (Tt) I Project By IVS Date ✓ Location C$_ Checked Date Circle one: (Pr`esTenZ> Developed . ' -�1R Circle one: &7 Tt through subarea NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include a map, schematic, or description of flow segments. Sheet flow (Applicable to Tc only) Segment ID 1. Surface description (table 3-1) ............ 2. Manning's roughness coeff., n (table 3-1) •: 3. Flow length, L (total L < 300 ft) .......... ft �7 4. Two-yr 24-hr rainfall, P2 ..... ... ........ in 5. Land slope, s ..................... ....... ... ft/ft v 5 6. Tt = 0.0075(nL0)4 Compute Tt ,,,,,, hr + P 0.5 s Shallow concentrated flow Segment ID ` 7. Surface description (paved or unpaved) ..... U1U �s J Z-0 Z 8. Flow length, L .. .............. ............. ft 9. Watercourse slope, s ....................... ft/ft , 0� 10. Average velocity, V (figure 3-1) ........... ft/s + 0 11. Tt = 3600 V Compute Tt ...... . hr 01011 + Channel flow Segment ID 12. Cross sectional flow area, a ............... ft 2 13. Wetted perimeter, pw ....................... ft a 14. Hydraulic radius, r = Compute r ....... ft P w 15. Channel slope, s ft/ft 16. Manning's roughness coeff., n ............... - - 1.49 r2/3 - 1/2 17. V = n Compute V ....... ftJs 18. Flow length, L ............................. ft 19. Tt 36L V Compute Tt ...... hr a o i ,. �. 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19) ....... hr o-, t -2L= 1, in =� -t- C (210-VI-TR-55, Second Ed., June 1986) D-3 ' MACCHI ENGINEERS, LLC HARTFORD, CT BY ;/J 1 r® DATE SUBJECT -0-72(N ' �` �-- SHEET NO. �l OF ' CHKD.BY DATE JOB NO. 1 1 1 1 1 1 x a3. ". �Otf,; art. Z4 rasa "? Sz&1 ataY '?' `'".. <?s w. can .2%az r�raa.7n r't�.7f.i,,,y Y t:� a ,..may "�a �s2.� xa. �L7� ,��`• ..,,� .,'�... xz7 9 7 WA aw-1-0 0 ff zeaF7 `saa..'Ys 23E85$F .....ss` "^ a3 � n.:rs x esT " x 23a,d7+ 3 r"'..�-x $ y 25Phx arixz SW g4&37 y 2ffi9.a5 aAA&b ck 7 F'E .c. ~'?LAND .07 �.,"yir,L a¢ o ,a .247 aA9 x38 ---L TI UE , WHOP TIOW— 7.9 " s>�� .& 'x ,` �r�� 'It3 t .� AND IN PI E S s a( (/ w`>;t r a.m DR LL F R ST E o =x xaasas x�'x g. : h x 4a, t� jy .rein „yam` ���\4 .rs&ss �'• 2ss7s d• `y�6�^`ti.I. ��`t=G'r(, .L1 *41 fa" xass3a As a ass i ...— 85d ' �•�,as7Js � �r x299.— Ci(+rh &a7 sa auA.c7�9.3s x41IMITS OF 6A 2'.5AeY1 x251.6G WATER Ep 4 la, aA61 DUNQ °5��,;;. Y. G ,�ate•, 2s7.&S aaaaR ,essx. x fi G a :Onc rar• aseu s 4 3 ry 3s nc 1.a 0S5RE njxBa.FE up■ A� 1 a.7'7 „ [� tEy' ay ` • i o44....,,, . .« ■ 98.52 f".<t9a nC:, �L'2�K � `�" V.F R �xxx3.7 � f a45Aa 757 av:�r•Y NtF a3s h .�` I $413°9_,_Q MM'_d-•,—^ .£#� '� (t.`' - x�P .#F9 a 244.55 • asmAa' Cg.. �'v.?p 7S w CONTROLYptr Dq� - L.°•a sas s , .......... e� r2n�aF�., {'}f (J ?t`m �t1• ;a +ui �Y 1R89 7.E3 Y..._ '7,Y ""'� w x3B.ae a ~` $+ t'7 '5 s4'3Q5 PROPOSED CONDITIONS -� SCALE: 1'-W LEGEND Yd7 a C1,� Blt. .6S€turninous Can - Concrete P. =Concrete Pad Fy Rp, e4zw DS, =Door SBI 6y. on N AaS E. Electric Motor 'tJ `"�`rn m .k s El. ::x Elevot€on �'/ "aa ell FP, -Fire Place �4. GF. Garage floor 3.9x¢ „ Jy $14 GW. Gay Sire H. ::: Hatchway �`'`.,,,, a °� sa.as anus "` .aSxss p•�li ' MACCHI ENGINEERS, LLC HARTFORD, CT BY � DATE "� � SUBJECT -r .I SHEET NO. OF CHKD.BY DATE JOB NO. - -Js- ( �� � - ` 1 alv) mod:- ^• �T r3 a.— j iji k"- v 1 Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project Z cs� t^� By Date ©5 Location � T a*j ��,�,'��-�� �- � Checked Date Circle one: Present 0 � Circle one: 0 Tt through subarea .� r NOTES: Space for as many as two segments per flow type can be used for each worksheet. .E Include a map, schematic, or description of .flow segments. Sheet flow (Applicable to Tc only) Segment ID v 1. Surface description (table 3-1) ............ ✓a-S`j , 2. Manning's roughness coeff., n (table 3-1) 15D 3. Flow length, L (total L < 30'a ft) ....... ... ft 4. Two-yr 24-hr rainfall, P2 ,,,,,,,, ,, ,,,, in 5. Land slope, s ....... ... ft/ft 6. Tt = 0.007 (nL)0 20 .8 Compute Tt ...... hr + 1 + -" P5 0 s f' Shallow concentrated flow Segment ID , t 7. Surface description (paved or unpaved) ..... 9JI�t �J / 8. Flow length, L .. . ...... .................... ft -7 9. Watercourse slope, s .................... ... ft/ft 10. Average velocity, V (figure 3-1) ......... .. ft/s 11. Tt - 3600 V Compute Tt ...... hr �°V1/� + Channel flow Segment ID 2 12. Cross sectional flow area a ft � . p 69 13. Wetted perimeter, p ft s9 w 14. Hydraulic radius, r = Pa Compute r . ft 0 2-5 w 15. Channel slope, s .......:.... .... ............ ft/ft 01 16. Manning's roughness coeff., n ............... �I 1.49 r2f3 5112- --- - - -_ -- 17. V - Compute V ....... ft/s n � i 18. Flow length, L ............................. ft 2 5-9 19. Tt 36L V Compute Tt ...... hr �' + (" ) ........ 20. Watershed or subarea Tc or Tt (add Tt in steps 6, il, and 19 hr (210-VI-TR-55, Second Ed., June 1986) —"�"'��' D-3 ' MACCHI ENGINEERS;LLC HARTFORD, CT BY DATE SUBJECT ! `�r;� Efe.�� SHEET NO. OF ' CHKD.BY DATE +7 5 JOB NO. �rc C,� - , �- _ f t. a * _57 - 5 s ' MACCHI ENGINEERS, L.LC I.9ARTFORE), CT BY ,°? � DATE , �� SUBJECT i�/ d SHEET"NO. � OF CHKD.BY DATE JOB NO. b AA pF� TO T"A-I I L4-AA. Ff y ]/ a 1 3-79 r9 _- ' MACCHI ENGINEERS, LLC HARTFORD, CT BY DATE ✓ SUBJECT + 1 �I +.e - �e '� "y SHEET"NO. OF CHKD.BY DATE JOB NO. 1. 3 - �Dv 7► D� a ; f r 1 r — to :a .ifQ r ' 6.13-8 H drolo RAINFALL INTENSITY in/hr DURATION DURATION 2 Yr 5 Yr 10 Yr 25 Yr 50 Yr 100 Yr min 5 0.08 4.6 5.5 6.0 6.7 7.3 7.8 6 I 0.10 I 4.4 I 5.2 I 5.8 I 6.5 I 7.0 I 7.5 7 I 0.12 I 4.2 I 5.0 I 5.5 I 6.2 I 6.8 I 7.2 8 I 0.13 I 4.0 I 4.8 I 5.3 I 6.0 ( 6.5 I 7.0 9 I 0.15 I 3.8 I 4.6 I 5.1 I 5.7 I 6.2 I 6.7 ' 10 I 0.17 I 3.6 I 4.3 I 4.8 I 5.5 I 6.0 I 6.5 11 I 0.18 I 3.4 I 4.2 4.7 I 5.3 I 5.8 I 6.3 12 I 0.20 I 3.3 I 4.0 4.5 5.1 5.6 6.1 13 I 0.22 I 3.1 I 3.8 I 4.3 I 5.0 I 5.4 I 5.9 14 I 0.23 I 3.0 I 3.7 I 4.2 I 4.8 I 5.3 I 5.7 ' 15 I 0.25 I 2.8 I 3.5 4.0 I 4.6 I 5.1 I 5.5 16 I 0.27 I 2.8 I 3.5 3.9 I 4.5 I 5.0 I 5.4 ' 17 I 0.28 I 2.7 I 3.4 I 3.8 I 4.4 I 4.9 I 5.4 18 I 0.30 I 2.7 I 3.3 I 3.8 I 4.4 4.8 I 5.3 19 I 0.32 I 2.6 I 3.2 3.7 I 4.3 4.7 I 5.2 - } 20 I 0.33 2.5 I 3.2 3.6 I 4.2 4.6 I 5.1 21 I 0.35 I 2.5 I 3.1 3.5- I 4.1 I 4.5 I 5.0 22 I 0.37 j 2.4 I -3.0 3.4 I 4.0 4.4 I 4.9 23 I 038 i 2.3 I 2.9 I 3.4 I 3.9 43 I 4.8 ' 24 I 0.40 i 2.3 I 2.9 3.3 I 3.8 I 4.2 I 4.7 25- I 0.42 I 2.2 I 2.8 3.2 I 3.7 I 4.2 4.6 26 I 0.43 2.2 I 2.7 3.1 I 3.7 4.1 4.5 27 I 0.45 I 2.1 I 2.7 3.0 I 3.6 I 4.0 I 4.4 28 I " 0.47 I 2.0 I 2.6 3.0 I 3.5 3.9 I 4.3 ' 29 I 0.48 I 2.0 I 2.5 I 2.9 3.4 3.8 4.2 30 0.50 1.9 2.4 i 2.8 3.3 3.7 4.1 Rainfall Intensity/Duration/Frequency Relationship for Connecticut(English Units) Table B-2.1 r ConnDOT Drainage Manual October 2000 RAnalM VALUBS FOR CT-RI 24-Hr. Store Duration Inches of Rainf all rngmcY 1-Y`r. 2-Yr. 5.Yr. 1 Q-Yr. 25-Yr. 500-Yr. 1 as-rr. -w - --N-I---NAM--N----M - MM •- Fairfield 2.7 3.3 4.3 5.0 5.7 6.4 7.2 Eu rtford 2.6 3.2 4.1 4.7 5.5 6.2 6.9 Litchfield 2.6 ' 3.2 4. 1 4.7 5.5 6.2 7.0 -jidd3.asiz 2.7 3.3 4.2 5.0 5.6. 6.3 7. 1 NOW Sawa 2.7 3.3 4.2 500 5.6 .6.3 7. 1- NOW Loner 2.7 3.4 4.3 5.0 5.7 6.3 7. 1 Tolland 2.6 3.2 4. 1 4.8 5.5 6.2 6.9 �Tinaha 2.6. 3.2 4.2 4.8 5.5 fi.2 G.9 ¢ . ISorthsrn 2.7 3.3 4.2 4.8 5.6 6.2 7.0 2.7 3.4_ 4.3 4.9 5.7 6.3 7. 1 .. i,$- �., a4�+• •-_ :•` .ems, 4. - ... ,a f 4: 'L • A to ' - t•1 _ ...ioY_:.:1..::,' :%1r''-t'.i7.Wisifi:-wit.:.»..w'...`.w .. h:..: Y ,X _ vp Zia • '•is ."�! .1Y_ .i! .:Mti`1?" . 67 • .... •!-.t '.'"-'tG`,% .j-ry '-ati .`� ': �k� _:j' n -�:� '1 - -"y` '`•SA'�1.':0: - ESE=IMEMaMiiiismoonsIMii10 mama irr�aim SOMMME■S■■■■■■■01SMMiN■■■®■WAiMM . ��i�mmommllsomill�11mm®MERY mmimt ==mom■ENEM BEER 111111111■i iL/01� ==MENNONNI////1llllliilur./i1 /�����.. -. n�l��n� ■1,iiit11111��■!®��LlIS���� -Y. ®��n������illlllllun�®I�11�/11-n�nn ��®nn���111111111111■®►is;/1111®��� •1�,.., �������1111111111111!/11�11111®�i��. ®��ii 111111111i liill`/1�111111nn�� �Cam:®E:::CC::;:mm:::C:::C===�C: minims■■R■/■■'Ali MIP'!MO EN Noun�MMMM _��mmmmmoo■■■■■v■►all WAR OWNERS■■�■ mm .��■�� MOM.■■►.■ON.A../�!M..■.■..NORSEMEN No i■�����irAMIN1F1M11111111 SEEN noon 1MMMME ■Ia��L�/ii111111MEMO on Noll lmmmo - NEW m Iimiiilliilln!■■lli111n 1111111: ,pay -innn .' . s��s��lmli���■„��ninn�nn . ,• �Illllilllllf���illliil����� en / ,�1�11111111111n�11111111MESON ���%��IIIIIIIIi11N11111111111NONNI ' nn WAi%i�■111111111111 on on®111 li n111ii® ■■�■��������i���■�®o�tt nn®ten nl,�/,i����11111111111l���II IIII nn!!n T.R. nri®onn��■����wiiii�n���t'i�'Hnn� �g ��I���i®I�I�I��I�IIIIIIi11111�1®n®®I IM , vv - DR. CLARENCE WELTI, P.E., P.C. GEOTECHNICAL ENGINEERING- ' 227 Williams Street • P.O. Box 397 Glastonbury, CT 06033 (860)633-4623/FAX(860)657-2514 October 5, 2004 Mr. Stephen Zielinski ' Avery Street Reformed Church 661 Avery Street South Windsor, CT 06074 Re: Proposed Avery Street Christian Reformed Church Avery Street, South Windsor, Connecticut - Geotechnical Study ' Dear Mr. Zielinski: ' 1.0 Herewith are boring data pertaining to the above.Eight borings were drilled to a maximum depth of 12 feet below the existing grades. The five borings taken at proposed building were drilled to ' auger refusal on bedrock. One boring was cored 5 feet into the rock. The borings were drilled by Clarence Welti Associates,Inc. and sampling was conducted by thisfirm solely to obtain indications ofsubsurface conditions aspart ofa geotechnical exploration program.No services were performed to evaluate subsurface environmental conditions. 2.0 The Subject Project will include the construction of a new Christian Reformed Church on the corner of Avery Street and Beelzebub Road in the town of South Windsor, Connecticut. The church will have a footprint of about 11,000 sf. About 3,500 sf of the footprint will have a lower level. The lower,floor will have exposure on the south site and will be used for part of the church ' activities. Parking will be provided for 117 vehicles. 2.1 Topographically the church footprint ranges from about Elev. 230 to about Elev. 246. The ' main floor will be at Elev. 246.25. The lower level will be at about Elev. 235. The topography in the lower level area ranges from about Elev.230 to Elev.241. ' 3.0 The Geologic Origin of the natural soils at the site and environs is from moraine deposits. The bedrock is Arkosic Sandstone. - 3.1-The Soil/Rock-Cross Section-from-the borings is-generally as follows: - Topsoil to 4"to 10";locally existing bituminous concrete to 2" with trap rock base to 6" 1 Fine to medium SAND and SILT Subsoil to 1 to 1.5 feet below the(Subsoil) topsoil ' Residual (unweathered) Moraine; fine to medium SAND and SILT, little Gravel, trace Clay to the top of rock at 4.5 to 12+feet below the existing grades; compact to very compact ' Residual Bedrock; Arkosic Sandstone; Weathering in top 1 to 5 feet (Top of Rock [from borings] in lower level area at Elev. 225 to 230) 3.2 The Water Table was not evident in the borings, but soil samples below 6 feet have water contents at 80 to 90%of saturation. ' 4.0 The Criteria for Foundation Type and Loading are as follows: ' 1. The maximum total settlement shall not exceed 3/4" and the maximum differential settlement shall not exceed %Z the maximum settlement. ' 2. The foundation type and structure must address the Seismic section of the building code. 3. The Slab on Grade must not settle differentially more than ''/2' in excess of the ' structure subsidence. ' The above criteria are those normally applied to structures with similar character to the subject structure. The foundation recommendations, included herein, are premised on these criteria. If the owner, the architect or structural engineer have more stringent criteria, the writer should be tinformed. 4.1 Regarding item 2 above the site coefficient for seismic design will be S1=1.0. The peak velocity related acceleration A,,=0.11. The sliding factor(Tan S)=0.60 on residual moraine or the crushed rock and 0.75 for the bedrock. 5.0 The foundations for the structure can be spread footings. The foundations can be on the(1) natural moraine soils at least 2 feet below the existing grades, (2) on the bedrock, or on a controlled fill placed after the removal of any existing fill, topsoil, and frost disturbed soils (assume removal of material to at least 2 feet below the existing grades). It appears, based on the borings and the probable footing depth, that the footing sub grade will be above the-bedrock. When wet, the natural soils may be sensitive to remolding beneath construction equipment. At ' the lower level on the south side the floor will be locally about 4 feet above the existing grades and the normal footing elevation will be at about existing grade. This condition will also be present at parts of church with no lower floor. While much of the structure will be on spread footings atop-the residual-inoraine(at least 2-fie below existing grade), the areas, where the topography is at or lower than the proposed floor grade or normal footing depths (assumed at 3.5 ' feet below finish grades) should have a minimum 6" layer of 3/8" crushed stone placed beneath 2 ' footings. The stone should be carried to the underside of the footings (from the bottom of the required minimum depth (2 feet) into the natural soil. The stone will provide a stable base and a medium for drainage during construction. If bedrock obtrudes into the proposed grade at footing bottoms the bedrock shou ld be removed to at le ��least 6 belo w the found ations and a minimum nunum 6 layer of 3/8" crushed stone shall be placed beneath foundations. The stone shall be compacted ' with at least 4 passes of a vibratory roller with a minimum static weight of 3 Tons. 5.1 The allowable bearing pressure with the above preparation can be 3 Tons/sf. This value can ' be increased by 1/3 for wind and seismic loading. 5.2 Lateral loading on retaining walls which support building loading, shall be based on at- rest pressure as defined below 5.3 The required frost protection depth is 3.5 feet below the finished grades. ' 5.4 The following is a summary of the design parameters: PaetiptE ' Soil Weight(Backfdl) * 125 pcf At Rest Coefficient 0.45 ' Passive Coefficient 4.0 Active Coefficient 0.28 Allowable Bearing 3 Tons/sf Pressure ' Frost Protection Depth 3.5 feet Sliding Coefficient .65 to .75 ' Site Coefficient(seismic) 1.0 A,,Peak Velocity Related Acceleration 0.11 * This weight is based on the soil gradation in section 6.0 below 6.0 Regarding Controlled Fill, Backfill for Footings and Retaining Walls, and Slab Underlayment the material shall conform to the following or be_3/8" crushed stone:_ Percent�Passng Sieve Size 3 100 3.5" ' 50-.100 3/4" 25-80 No.4 The fraction,passing the No.4 sieve shall have less than 15%,passing the No. 200 sieve. All controlled fill and backfill must be compacted to at least 95% of modified optimum density in accordance with ASTM D-1557. ' On site material will not meet this gradation. 6.1 All existing fill and topsoil should be removed from beneath the slab on grade and replaced ' with controlled fill which conforms to section 6.0 above. There should be a minimum 12" of controlled fill beneath the building floor slab. The 4 layer directly beneath the slab shall be with 3/4" minus processed aggregate base or with 3/8" crushed stone. A vapor barrier is required ' under the slab on grade in accordance with the Building Code. 6.2 The lower floor area shall have a minimum 8" layer of 3/8" crushed stone beneath the slab. ' There shall be water stops at the wall/footing and floor/wall interfaces. Footing drains are required by code and there shall be an interior under drain about 8 feet inside the high wall. 7.0 Regarding Earthwork, excavations will generally be in materials defined as OSHA Type C. Excavations, which are unshored and exceed 5 feet in height must be cut back to slopes less than 34' from the horizontal (1.5H : 1 V). 8.0 There should be at least 12" of gravel subbase beneath pavement sections. The gravel subbase ' should conform to section 6.0 above. The recommended pavement sections atop the gravel subbase are as follows: ' For passenger parking, 3.0" of Bituminous concrete on 6" of Processed Stone Base For Bus or Truck access, 4" of Bituminous concrete on 8" of Processed Stone Base 8.1 Where there is proposed reconstruction over existing pavements the material can be reclaimed and used for the processed base beneath the bituminous concrete. ' 9.0 This report has been prepared for specific application to the subject project in accordance with generally accepted soil and foundation engineering practices. No other warranty, express or implied, is_made._In_the event that-any-changes-in the-nature-design-and-location of strictures are---- - -- --- planned, the conclusions and recommendations contained in this report should not be considered valid unless the changes are reviewed and conclusions of this report .modified or verified in writing. 4 ' The analyses and recommendations submitted in this report are based in part upon data obtained from referenced explorations. The extent of variations between explorations may not become evident until construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of this report. ' Dr. Clarence Welti, P.E., P.C., should perform a general review of the final design and specifications in order that geotechnical design recommendations may be properly interpreted and implemented as they were intended. ' If you have any questions please call me. Very truly yours Clarence Welti Ph.D., P. E. 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Par 41, 242.83 tz 24 13 M _.CB.T1.242.2 Mrni'66 +�_ A .239. 43 \ 6 IP 9.86 .4 BI b At* olm ------- ---- Is(Qr)ci �239. 119, IAHJF; 6,1 04 .240,38 Blt, Cur CB.TF. 3 .2 3 1�T, CLARENCE WELTI ASSOC,, INC, CLIENT PROJECT NAME P.O. BOX 397 LOCATION GLASTONBURY,CONN 06033 AVERY STREET CHRISTIAN_REFORMED CHURCH SOUTH WINDSOR CT AUGER CASING SAMPLER CORE BAR. OFFSET SURFACE ELEV. HOLE NO. TYPE HSA SS 240 GAC-1 LINE RC STA. GROUND WATER OBSERVATIONS START SIZE I.D. 3.75" 1.375" N.COORDINATE AT none FT.AFTER 0 HOURS DATE 9/22/04 HAMMER WT. 1401bs AT FT.AFTER HOURS FINISH E.COORDINATE 9/22/04 HAMMER FALL 30" DATE SAMPLE STRATUM DESCRIPTION 0 ' DEPTH NO. BLOWS/6" DEPTH A +REMARKS ELEV. TOPSOIL 240 RED/BR. FINE-MED.SAND,SOME SILT,LITTLE FINE-MED. 83 ' GRAVEL,TRACE CLAY. ' S 1 8-12-11-16 5.00'-7.00' 235 10 AUGER REFUSAL @ 10.0' 10.0 230 15 225 ' 20 220 ' 25 215 30 210 ' L1 GEND:COL.A: DRII.1-FIZ: CHRISTIANA INSPECTOR: 5:�\IPI.£'Ll'}'}:: 1) URY :�-AUGER C' CORE 1, l�ND1S71�R13ED PIS'!-c�� S jPl,il'SYc)ON PROPORTION'S USED: TRACE-n-IQ"o Lf�'11.1==1u-'o „ SON•lE--20-3;"o AND-,;-500 " Sii[a:l 1 OP 1 uoL1=No. GAC-1 ' CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME P.O. BOX 397 LOCATION GLASTONBURY, CONN 06033 AVERY STREET CHRISTIAN REFORMED CHURCH SOUTH WINDSOR CT AUGER CASING SAMPLER CORE BAR. OFFSET SURFACE ELEV. 246 HOLE NO. GAC-2 TYPE HSA SS LINE&STA. GROUND WATER OBSERVATIONS START SIZE I.D. 3.75" 1.375" N.COORDINATE AT noneFT.AFTER 0 HOURS °A 9/22/04 HAMMER WT. 1401bs 0 AT " FT.AFTER ttouRs FlNtsa E.COORDINATE 9/2y� HAMMER FALL 3 DATE SAMPLE STRATUM DESCRIPTION DEPTH NO. BLOWS/6" DEPTH A +REMARKS ELEV. 0 ::•• TOPSOIL 33 RED/BR. FINE-MED.SAND AND SILT,TRACE CLAY&GRAVEL 245 S 1 8-8-10-14 5.00'-7.00' 240 10 AUGER REFUSAL @ 10.0-0 10.0 235 15 ' 230 20 225 f ' 25 220 30 215 35 ' LEGEND:COL.A: DRILLER: CHRISTIANA SAMPLE Cll'i•:: D=DRI" ;\-i\(lGIi:R C CORG U l`1vU1S'fIiR13L:DPIS('t)N S SPL-I(SP(h)N INSPL-CI-OR: PROPORTIONS USED: TRACT a-IO'„ LITTLE 10-20°„ S0N11.-20-34; AND=34;- 0`o SHEET 1 OP 1 1IOLI NO. GAC-2 CLIENT PROJECT NAME CLARENCE WELTI ASSOC., INC. P.O. BOX 397 LOCATION GLASTONBURY, CONN 06033 AVERY STREET CHRISTIAN REFORMED CHURCH SOUTH WINDSOR CT AUGER CASING SAMPLER CORE BAR. OFFSET SURFACE ELEv. BOLE NO. GAC-3 TYPE HSA SS 240-5 LINE&STA. GROUND WATER OBSERVATIONS START SIZE I.D. 3.75" 1.375" DATE 9/22/04 ' N.COORDINATE AT none FT-AFTER 0 HOURS HAMMER WT. 140lbs COORDINATE AT FT.AFTER HOURS FINISH 9/22/04 HAMMER FALL 30" DATEE. DEPTH SAMPLE A STRATUM DESCRIPTION ' 0 NO. BLOWS/6" DEPTH +REMARKS ELEV. TOPSOIL _33 240 RED/BR.FINE-MED.SAND AND SILT,TRACE CLAY&GRAVEL RED/BR.FINE-MED.SAND,SOME SILT,LITTLE FINE-MED. 2.0 GRAVEL 5 1 9-6-11-17 5.00'-7.00' .. 235 --------------- 2 6-7-60 10.001-11.17' -_ 230 WEATHERED ROCK 11.0 AUGER REFUSAL @ 12.0' 12.0 ' 15 225 20 220 25 215 30 210 ' LEGEND:(:OI-.:k: DRILLER: CHRISTIANA SA)IPLET1PE: D-UR1' A.AIiGGR ('°CORI: U. is\1)Itil'l;i:BLa)PISTc)\ S-:SPI_IFSP(x)N INSPI-(-'I'OR: PROPORTIONS l SI D: TRACE-1-10% Lfl"Il_l---10-?0 l(WIF-20-35% AND- -SO SI ITiI-T 1 Or 1 HOLG NO. GAC-3 ' CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME P.O. BOX 397 LOCATION GLASTONBURY, CONN 06033 AVERY STREET CHRISTIAN REFORMED CHURCH SOUTH WINDSOR CT ' AUGER CASING SAMPLER CORE BAR. OFFSET SURFACE ELEV.TYPE HSA SS NX LINE&STA. 233 HOLE NO. GAC-4 GROUND WATER OBSERVATIONS START SIZE I.D. 3.75" 1.375" 2.0" N.COORDINATE AT none FT.AFTER 0 HOURS DATE 9/22/04 HAMMER WT. 1401bs AT FT.AFTER HOURS FINISH HAMMER FALL 30" E.COORDINATE DATE 9/22/04 DEPTH SAMPLE A STRATUM DESCRIPTION NO. BLOWS/6" DEPTH +REMARKS ELEV. 0 TOPSOIL BR. FINE-MED.SAND AND SILT,TRACE CLAY •83 230 RED/BR.FINE-MED.SAND,SOME SILT,LITTLE FINE-MED. 4.0 5 :: GRAVEL T 1 20-60 5.00'-6.00' CORED ROCK- 6.0 RUN#1 6.0'-11.0' RECOVERED 52" 225 10 iBOTTOM OF BORING @ 11.0- 11.0 220 15 215 20 210 25 F-1 ' 205 30 -200 35 ' LEGEND:COL.A: DRILLFR: CHRISTIANA S.-1M1'LET1"PE:: D DRY A=-A(.iGt_R c.' Lc>R1= i• U'vDltil'l;lt[31:D PISTON S SPl..ff SPOO INSPECTOR- PROPORTIONti l(51 D: l'RACF=O-10"o LI f'I LI' I i-_'(1°6 tirlti9P::2(1-jiRfi ;1NU== S- (1`,, sHEF-I 1 OF 1 1iol-F No. GAC-4 CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME ' P.O. BOX 397 GLASTONBURY,CONN 06033 AVERY STREET CHRISTIAN REFORMED LOCATION CHURCH SOUTH WINDSOR CT AUGER I CASING SAMPLER CORE BAR. OFFSET SURFACE ELEV- TYPE HSA SS LINE&STA. 230 HOLE NO. GAC-5 GROUND WATER OBSERVATIONS START SIZE I.D. 3.75" 1.375° DATE 9/22/Q4 HAMMER WT. 1401bs N.COORDINATE AT noneFT.AFTER 0 HOURS E.COORDINATE AT FT-AFTER HOURS FINISH HAMMER FALL 30^ DATE 9/22/04 DEPTH SAMPLE A STRATUM DESCRIPTION NO. BLOWS/6" DEPTH +REMARKS ELEV. TOPSOIL .. 230 SR.FINE-MED.SAND AND SILT,TRACE CLAY 83 RED/BR.FINE- 3.MED.SAND AND SILT,LITTLE FINE-MED. 0 GRAVEL,TRACE CLAY 5 WEATHERED ROCK 4.5 1 60 5.00'-5.17' 225 10 •.. AUGER REFUSAL @ 10.0' 10.0 220 15 215 ' 20 210 25 205 30 200 195 LEGEND:COL.A: DRILLER: CHRISTIANA SAMPLE:T1'PE: D-DRY A-AI!('il:R C l(1RP !!=l1\)ISTURRED P1ST0N INSPECTOR: PROPORTIONS USED: ('RACE--0-ln-� ITFj[ .:-10-0",, S(1�IF=20--0,, aVD=,;_;trv„ SHEET 1 OF 1 F Icn_I:�.o. GAC-5 ' CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME P.O. BOX 397 LOCATION GLASTONBURY,CONN 06033 AVERY STREET CHRISTIAN REFORMED CHURCH SOUTH WINDSOR CT ' AUGER CASING SAMPLER CORE BAR. OFFSET SURFACE ELEV. 259 HOLE NO. GAC-6 TYPE HSA SS LINE&STA. GROUND WATER OBSERVATIONS START SIZE I.D. 3.75" 1.375" DATE9/23/04 N.COORDINATE AT noneFT.AFTER 0 HOURs HAMMER WT. 1401bs HAMMER FALL 30" E.COORDINATE AT Fr-A>rER HOURS FINISH E 9/23/04 DEPTH SAMPLE STRATUM DESCRIPTION ' 0 NO. BLOWS/6" DEPTH +REMARKS ELEV. TOPSOIL .33 BR. FINE-MED.SAND,SOME SILT RED/BR. FINE-MED.SAND,SOME SILT, LITTLE FINE-MED. 3.0 GRAVEL 255 5 1 3-8-10 5.00'-6.50' RED/BR.FINE-MED.SAND AND SILT,LITTLE FINE-MED, 8.0 GRAVEL 250 10 2 8-9-6 10.001-11.50' BOTTOM OF BORING @ 11.5' 11.5 ' 245 15 240 20 235 25 230 30 -225 35 LEGEND:f_'OL.:1: DRILLER: CHRISTIANA SAN'IPLE T1 PI-: 1) DU A=Al)GI.R C (01,1: l I;NDIS7 URI3FD PIS'I'Oti $-$PL.!"I"SYl))\ INSPF(:I'OR: PROPORTIONSFSED: TRAC:-{)-10"." l.fl'I'1.1.-10-20"a S011%q1:20-3> AND==:_-iO sl n=1T 2 0F 1 ! I Ic)LI:No. GAG-6 I CLIENT PROJECT NAME CLARENCE WELTI ASSOC., INC. P.O. BOX 397 GLASTONBURY, CONN 06033 AVERY STREET CHRISTIAN REFORMED LOCATION CHURCH SOUTH WINDSOR CT ' jASING CSAMPLERCOREOFFSET SURFACE ELEV. 258 HOLE NO. GAC-7 TYPE LINE&STA. GROUND WATER OBSERVATIONS START SIZE I.D. DATE 9/23/04 N.COORDINATE AT none Fr.AFTER 0 xouesHAMMER WT. E.COORDINATE ATF'-AFTER HOURS FINISH HAMMER FALL DATE 9/23/04 DEPTH SAMPLE A STRATUM DESCRIPTION NO. BLOWS/6" DEPTH +REMARKS ELEV. 0 TOPSOIL :: 33 BR.FINE-MED.SAND,SOME SILT RED/BR. FINE-MED.SAND,SOME SILT,TRACE FINE-MED. 2-0 GRAVEL 255 5 1 10-10-6 5.00'-6.50' ' 250 10 ' 2 8-9-8 10.00'-11.50' BOTTOM OF BORING @ 11.5' 1 11.5 ' 245 15 240 20 235 25 ' 230 30 — ------ -- --- 225 35 ' LEGEND:COL_:1: DRILLER: CHRISTIANA SAMPLE,"1'1 PE: D=DRY -AUGER C°COR1: U U\I)IS'l1iR81{D P!S lc)\ S-SP!.l f SPc)()S INSPECTOR PROPORTION'S USED: TIWF 0-10('., I.ITT!_t -In'p"h SOME -20-315 AND SIII.I-T 1 or 1 I IOI_Li IO. GAC-7 CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME- P.O. BOX 397 LOCAT[ON GLASTONBURY,CONN 06033 AVERY STREET CHRISTIAN REFORMED CHURCH SOUTH WINDSOR CT ' AUGER CASING ESAMPLER COREBAR. OFFSET SURFACEELEV. 245 HOLE NO. GAC-8 TYPE HSA LINE&STA. GROUND WATER OBSERVATIONS START SIZE I.D. 3.75" " DATE 9/23/04 N.COORDINATE AT llOf12FT.AFTER O HOURS HAMMER WT. sE.COORDINATE AT FT.AFTER HOURS FINISH9/23/04 HAMMER FALL DATE DEPTH SAMPLE A STRATUM DESCRIPTION ' 0 NO. I BLOWS/6" DEPTH +REMARKS ELEV. ASPHALT 17 245 TRAPROCK AND FINE-MED.SAND .50 ' RED/BR. FINE-MED.SAND,SOME SILT, LITTLE FINE-MED. GRAVEL ' S 1 8-10-6 5.00'-6.50' 240 10 AUGER REFUSAL @ 9.5' 9•5 ' 235 15 230 ' 20 225 ' 25 220 1 30 215 LF 210 ' LEGF-ND:COL.A: DRILLER: CHRISTIANA SAIIPLI:TIPE: U DRY A :\lj(il:R C--(-OR!= li l \1)ISI tRBI:!>plSl(.)\ S--SPLIT SPUOti I�SPI:C1OI�: PROPORTIONS USED: FRACF;0-10"�. 1.1 l-TLF-M-20 SOME AND-35-50% SI11_I_:r 1 01-, 1 1 lol..r:NO- GAC-8 March 8, 2005 32005 Howard M Wood, III Attorney at Law Phelon,FitzGerald and Wood, PC 773 Main Street Manchester, CT 06040 Re: Avery Street Christian Reformed Church Dear Howard: Please accept this letter as authorization for you to fill the appropriate applications relating to Avery Street Church's proposed building project with the Town of South Windsor Planning and Zoning and Wetlands Commissions. Thank you for your assistance with this. Very truly yours, Stephen J. Zielinski ASC Building Committee, Chair Kelli Koehler 7,RE Appl 05-23P, Avery Street Christian Reformed Church Page 1 From: "William Lanning"<W Lan n i ng@southwindsorfire.org> To: "Kelli Koehler"<koehle@southwindsor.org> Date: 3/11/05 8:43AM Subject: RE:Appl 05-23P, Avery Street Christian Reformed Church -----Original Message----- From: Kelli Koehler[mailto:koehle@southwindsor.org] Sent: Thursday, March 10, 2005 10:18 AM To: Bob Deptula; Jeff Doolittle; Chris Dougan; Ray Favreau; Matt Galligan; Mike Gantick; Kristian Lindstrom; Cathy Molloy; Sgt. Rich Bond; Karl Reichle; Fred Shaw; Dennis Sheridan; Melvin Stead;William Lanning Subject: Appl 05-23P, Avery Street Christian Reformed Church Please respond with any comments. Kelli Koehler Administriative Secretary No Problem. I will review construction drawings when ready. Wm. R. Lanning i '• Traffic Engineering Solutions,P.C. 193 Lexington Road Glastonburv, CT 06033 (860) 657-3579 March 28, 2005 Doug Moser,AIA Moser Pilon Nelson Architects 30 Jordan Lane Wethersfield, CT 06109 Dear Doug: As requested Traffic Engineering Solutions, P.C.has determined the number of additional trips anticipated from the larger Avery Street Christian Reform Church located at the southwest comer of Avery Street and Beelzebub Road in South Windsor and evaluated the sight distances at the site drives to the Church. The following work was included in this study: • Making a 24-hour directional machine count on Avery Street in the vicinity of the access drives. The count included a directional speed study to determine the 85th percentile speed of travel in each direction on Avery Street(85th percentile speed was used to confirm that the intersection and stopping sight distances for vehicles entering and leaving the site are adequate for the prevailing speeds). . • Field measuring the sight distances (looking left and right)available for drivers entering and leaving the site access drives and comparing these distances with the Connecticut DOT Guidelines for Intersection Sight Distances for the 85th percentile speeds determined from the speed study for Avery Street. • Determining the number of additional trips anticipated with the larger Church with additional seating. New Site Trips Additional_trips associated with the_reconstructed_Avery__Street-Christian-Reform-Church were- - -- determined from the Institute of Transportation Engineers(ITE)reference,Trip Generation'. The ITE reference has established mathematical relationships based on studies of various land uses to determine their trip generation rates. These trip generation relationships have been standardized and published in the Trip Generation reference. 'Trip Generation 7th Edition published by the Institute of Transportation Engineers,2003 c:\business\MPN\S-WindsorChurch\ltrrpt.doc The ITE reference provides trip generation information for Churches based on the size and seating capacity of the church. To determine the additional trips associated with the reconstructed Avery Street Christian Reform Church,trip generation for the former church building and for the proposed new church were determined with the difference in trip generation reflecting the additional trips associated with the new, larger facility. Trip Generation estimates for the former 9,900 square foot Church with seating capacity for 250 worshippers and for the proposed 12,000 square foot Church with seating capacity for 350 people were calculated based on ITE Land Use Code 560 -"Church". The following trip generation relationships were used to determine the additional number of Sunday daily trips, and peak hour trips that would be associated with the new Church. The results are summarized in Tables 1 and 2. Church(based on size) Average Sunday Trips Ln(T)=0.59 Ln(X)+4.77 Sunday Peak Hour T=9.59(X) +73.65 50/50 where T is the number of trips and X the Church size in 1,000's of square feet Church(based on seating_capacity) Average Sunday Trips 1.53 Trips per Seat Sunday Peak Hour T=0.61 (X)+ 11.56 52/48 where T is the number of trips and X the number of seats Table 1 -Trill Generation (Based on Size) Trips Entering Trips Leaving New Exist. Increase New Exist. Increase Sunday Daily 255 228 27 255 228 27 Sunday Peak Hour 94 84 10 94 84 10 Table 2-Trip Generation (Based on Seating Capacity) Trips Entering Trips Leaving New Exist. Increase New Exist. Increase Sunday Daily 268 191 77 268 191 77 Sunday Peak Hour 117 85 32 108 79 29 Tables 1 and 2 indicate that the new 12,000 square foot Avery Street Christian Reform Church with seating capacity for 350 people will generate between twenty(based on building size as shown in Table 1)and sixty(based on seating capacity as shown in Table 2)more trips during the Sunday _morning peak hour than-the old 9r900-square-foot-Church«ith-seating capacity for 250-people:- - - Approximately half the additional trips will enter the site and half will leave the site during this peak hour. c:\business\MPN\S-WindsorChurch\ltrW.doc 2 Site Access Access to the Avery Street Christian Reform Church will contmue to be provided by two drives along the west side of Avery Street. The southerly drive will be located at nearly the same location as the existing south drive and the new north drive will be located about twenty-five feet north of the existing north drive. Presently worshippers enter the site at the north drive and leave by the south drive. The driveway use is emphasized by the angle parking on the Church site. Both new drives will be full access drives and on-site parking will be head-in parking. Visual observations and sight distance measurements were made in accordance with ConnDOT standards for measuring Intersection Sight Distances and for Stopped Vehicle Turning Left Across Oncoming Traffic. Intersection Sight Distances from the site drive were measured at a distance of 15 feet off the edge of road with a 3.5 foot height of eye and height of object. The sight distance available to drivers leaving the south access drive will be 700 feet looking toward the left(north)and 600 feet looking to the right(south). The sight distance available to drivers leaving the North drive is 600 feet looking toward the left(north)and 700 feet looking to the right (south). The Intersection Sight Distance for Stopped Vehicle Turning Left Across Oncoming Traffic at both drives is greater than 600 feet. These sight distances require minor grading along the site frontage north of the northerly drive to eliminate a blind spot at the intersection of Avery Street and Beelzebub Road and removal of brush and small trees along the west side of Avery Street just south of the southerly drive. The sight distance looking to the left(north)from both drives is far beyond the All-Way STOP controlled intersection with Woodland Drive and Beelzebub Road. The Connecticut DOT presents intersection sight distances(ISD) in their December 2003 Highway Design Manual. Figure 11-2C of the ConnDOT Guidelines presents ISD information for each 5 mph increment for speeds between 20 and 70 mph. The posted speed limit on Avery Street is 30 miles per hour(mph). The speed study done for Avery Street along the site frontage indicates that the 85`h percentile speed(the speed at which 85 percent of drivers travel at or less than)in the northbound direction is 36 mph and the 85'h percentile speed in the southbound direction is 39 mph. A summary of available intersection sight distances and distances required by ConnDOT in their Guidelines for Highway Design is presented in Table 3. Table 3—Comparison of Available and Required Intersection Sight Distances Available Intersection Required Intersection Sight Sight Distance Distance per ConnDOT 2003 Highway Design Manual Looking Left from Southerly Site 700 Feet 434 Feet Drive onto Avery Looking Right from Southerly Site 600 Feet 401 Feet Drive onto Avery Street Looking Left from Northerly Site 600 Feet 434 Feet Drive onto Avery Street - -- - --Looking Right-from Northerly Site- 700 Feet -- 401 Feet Drive onto Avery Street Table 3 shows that the Intersection Sight Distances(ISD)available to drivers looking left and right from the site access drives onto Avery Street(with the recommended minor grading north of the north drive and removal of brush and small trees south of the south drive)are far greater than the intersection sight distance provided in the ConnDOT reference for vehicles traveling on Avery Street at c:\business\MPN\S-WindsorChurch\ltrrpt.doc 3 the 85t'percentile speeds of 36 mph in the northbound direction and 39 mph in the southbound direction. In fact the lesser sight distance(600 feet)is appropriate for travel speeds on Avery Street of 54 miles per hour(at least fifteen miles per hour greater than the 851h percentile speeds and 24 mph greater than the posted speed limit). A second sight distance measured for this study is for Stopped Vehicle Turning Left Across Oncoming Traffic. According to Figure 11-2J of the ConnDOT Guidelines,vehicles turning left from Avery Street onto the site access drives should be able to see 317 feet. The more than 600 feet available to drivers making these left turns is far greater than the distance required by the ConnDOT reference for vehicles approaching from the opposite direction at the 85`h percentile speed of 39 mph. The Stopping Sight Distance for vehicles approaching from the rear of the vehicle turning left onto the site access drives should be approximately 261 feet. The available Stopping Sight Distances (more than 600 feet at both drives)are greater than the required Stopping Sight Distances. All sight distances available to drivers entering and leaving the two drives(with the recommended grading and removal of brush and small trees)are greater than the distances presented in the Connecticut DOT 2003 Highway Design Manual for the prevailing travel speeds on Avery Street. These sight distances will allow drivers the visibility needed to safely enter and leave the site. If you have any questions about the information included in this letter, please call me. Very truly yours, TRAFFIC ENGINEERING:�OLUTIONS, P.C. Bruce A. Hillson, P.E. c:\business\NTN\S-WindsorChurch\ltrrpt.doc 4 MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer �� Date: 4/11/05 RE: App 05-23P,Avery Street Christian Reformed Church I have reviewed the site plan for the Avery Street Christian Reformed Church at Avery Street and I have the following comments: 1. The street line on Avery Street and Beelzebub Road needs to be established adjacent to this property. The church needs to give the Town a quit claim deed for property along Avery Street and Beelzebub Road from the center of these roads to the Church property shown on the plans. The property needs to be monumented along these roads. 2. The erosion control notes need to reference the 2002 Connecticut Guidelines for Soil Erosion and Sediment Control. 3. The driveways should be labeled so the northern drive, closest to the stop sign on Avery Street is one way in only and the southern drive is one way out only. This is the way the church driveways are signed and used presently. One-way driveways would pose less conflicts than having traffic going in and out of both driveways, especially with the northern drive moving closer to the stop sign on Avery Street and the intersection of Woodland Drive. 4. The sanitary sewer lateral from the existing house at 399 Beelzebub Road needs to run around the church and connect to the lateral from the church outside the building. 5. The plans need to include invert elevations for the sanitary sewer lateral at the building, the street connection and any changes in slope in-between. There is a note on the plans, "connect into bldg inv=241.25"but the leader does not point to where the sewer is shown leaving the building. The Town normally requires building laterals to be installed at a slope of at least 2%. Why is this sewer lateral shown at only 1% slope and will there be enough flow to provide a minimum velocity of 2.5 fps in this lateral? 6. The sewer lateral and water service must be separated by at least 10 feet per the public health code. 7. There needs to be some more storm water quality treatment measures included in the stormwater drainage system in the parking lot. This could include a hydrodynamic separator, water quality swale, stormwater wetland basin or other measures. 8. A detail needs to be provided for the two drywells shown on the plans. The storage capacity of these needs to mitigate the increase in runoff from the site for the 100 year storm. The elevation of the bottom of the structure also needs to be provided as the soil borings show rock in this area. These should be moved further away from the building or on the other side of the building so they are easier to install and any water infiltrating into the ground does not affect the building. 9. The detail for the catch basins needs to include 1-2 concrete bricks under the cover as a leveling course. The detail for the sanitary sewer trench needs to include detectable warning tape at the top of the sand layer. The detail for the storm sewer trench needs to call for 3%" stone bedding up to the spring line of the pipe for plastic pipe, and delete the note, `or sanitary sewer'. Refer to the details in the Town of South Windsor Public Improvement Specifications. Please call me(x 245) if you have any questions. 04/12/2005 TUE 15:59 FAX 860 644 7280 South Windsor Town Hall 0001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 3970 DESTINATION ADDRESS 96435773 PSWD/SUBADDRESS DESTINATION ID ST. TIME 04/12 15:58 USAGE T 00' 27 PGS. 1 RESULT OK MEMORANDUM To. Marda Banach,Director of Planning From: Jeffrey B. Doolittle,P.E.,Town Engineer Date: 4/12/05 RE: App 05-23P,Avery Street Christian Reformed Church I have reviewed the site plan for the Avery Street Christian Reformed Church at Avery Street and have the following comments: A The street line on Avery Street and Beelzebub Road needs to be established adjacent to this Property.The church needs to give the Town a u'ri claim deed for property Yalo�J Avery Street and Beelzebub Road from the center of these roads to the Church property shown on the plans. The property needs to be monumented along these roads. 2. The erosion control notes need to reference the 2002 Connecticut Guidelines for Soil Erosion and Sediment Control. 3. The driveways should be labeled so the northern drive,closest to the stop sign on Avery Street is one way in only and the southern drive is one way out only. This is the way the church driveways are signed and used presently. One-way driveways would pose less conflicts than having traffic going in and out of both driveways, especially with the northern drive moving closer to the stop sign on Avery Street and the intersection of Woodland Drive. 4. The sanitary sewer lateral from the existing house at 399 Beelzebub Road needs to nun around the church and connect to the lateral from the church outside the building. 5. The plans need to include invert elevations for the sanitary sewer lateral at the building,the street connection and any changes in slope in-between. There is a note on the plans, "connect into bidg inv=241.25"but the leader does not point to where the sewer is shown leaving the building. The Town normally requires building laterals to be installed at a slope of at least 2%. Why is this sewer lateral shown at only 1% slope and will there be enough flow to provide a minimum velocity of 2.5 fps in this lateral? .6 The-sewer lateral and water service must be separated b at least 10 feet _ _ code. p y per the public health 7. -There needs to be some more storm water quality treatment measures included in the stormwater drainage system in the paridng lot. This could include a hydrodynamic separator, water quality Swale,stormwater wetland basin or other measures. 8. A detail needs to be provided for the two drywells shown on the plans. The storage capacity of these needs to mitigate the increase in runoff from the site for the 100 year storm. The elevation of the bottom of the structure also needs to be provideq as the soil borings show rock in this area. These sflf ild Fin fnnva'r fl irfk-r otmw fr^r 4k-1-41.t:—____"__ &L___:-s_ _r LL. Marcia Banach Avery Street Church Page 1 From: Michele Lipe To: Banach, Marcia Date: 4/14/05 6:35PM Subject: Avery Street Church Hi Marcia, ADRC did not have much to say about Avery Street Church other than they thought it was well designed and very attractive. They thought it's placement away from Avery Street(and lower than Beelzebub) works because of the size of the church. The only two comments were: dumpster area needs to be screened the average lighting levels had to be determined. FYI -They are proposing to add 5 new poles, 25 ft in height(I guess the existing light poles are that high - there are pictures in the file of the existing site). That is a little higher than we usually see, so I wanted to make sure the lighting levels weren't too bright. Have a good week. See you the 25th. Michele 4 Q F Traffic Engineering Soled=,P.C. 193 Lexington Road Glastonbury, CT 06033 (860) 657-3579 March 28, 2005 Doug Moser, AIA Moser Pilon Nelson Architects 30 Jordan Lane Wethersfield, CT 06109 Dear Doug: As requested Traffic Engineering Solutions, P.C.has determined the number of additional trips anticipated from the larger Avery Street Christian Reform Church located at the southwest corner of Avery Street and Beelzebub Road in South Windsor and evaluated the sight distances at the site drives to the Church. The following work was included in this study: • Making a 24-hour directional machine count on Avery Street in the vicinity of the access drives. The count included a directional speed study to determine the 85th percentile speed of travel in each direction on Avery Street(85th percentile speed was used to confirm that the intersection and stopping sight distances for vehicles entering and leaving the site are adequate for the prevailing speeds). . • Field measuring the sight distances (looking left and right)available for drivers entering and leaving the site access drives and comparing these distances with the Connecticut DOT Guidelines for Intersection Sight Distances for the 85th percentile speeds determined from the speed study for Avery Street. • Determining the number of additional trips anticipated with the larger Church with additional seating. New Site Trips Additional trips associated�-ith the reconstructed Avery Street Christian Reform Church were determined from the Institute of Transportation Engineers (ITE)reference, Trip Generation'. The ITE reference has established mathematical relationships based on studies of various land uses to determine their trip generation rates. These trip generation relationships have been standardized and published in the Trip Generation reference. 'Trip Generation 7th Edition published by the Institute of Transportation Engineers,2003 c:\business\MPN\S-WindsorChurch\ltrrpt.doc The ITE reference provides trip generation information for Churches based on the size and seating capacity of the church. To determine the additional trips associated with the reconstructed Avery Street Christian Reform Church,trip generation for the former church building and for the proposed new church were determined v th the difference in trip generation reflecting the additional trips associated with the new, larger facility. Trip Generation estimates for the former 9,900 square foot Church with seating capacity for 250 worshippers and for the proposed 12,000 square foot Church.with seating capacity for 350 people were calculated based on ITE Land Use Code 560-"Church". The following trip generation relationships were used to determine the additional number of Sunday daily trips, and peak hour trips that would be associated with the new Church. The results are summarized in Tables 1 and 2. Church(based on size) Average Sunday Trips Ln(T)=0.59 Ln(X)+4.77 Sunday Peak Hour T=9.59(X)+73.65 50/50 where T is the number of trips and X the Church size in 1,000's of square feet Church(based on seating capacity) Average Sunday Trips 1.53 Trips per Seat Sunday Peak Hour T=0.61 (X) + 11.56 52/48 where T is the number of trips and X the number of seats Table 1 -Trip Generation (Based on Size) Trips Entering Trips Leaving New Exist. Increase New Exist. Increase Sunday Daily 255 228 27 255 228 27 Sunday Peak Hour 94 84 10 94 84 10 Table 2-Trip Generation(Based on Seating Capacity) Trips Entering Trips Leaving New Exist. Increase New Exist. Increase Sunday Daily 268 191 77 268 191 77 Sunday Peak Hour 117 85 32 108 79 29 Tables 1 and 2 indicate that the new 12,000 square foot Avery Street Christian Reform Church with seating capacity for 350 people will generate between twenty(based on building size as shown in Table 1)and sixty(based on seating capacity as shown in Table 2)more trips during the Sunday -- morning peak hour than the old 9,900 square foot Church with seating capacity for 250 people. Approximately half the additional trips will enter the site and half'dill leave the site during this peak hour. c:\business\MPN\S-WindsorChurch\ltrrpt.doc 2 Site Access Access to the Avery Street Christian Reform Church will continue to be provided by two drives along the west side of Avery-Street. The southerly drive will be located at nearly the same location as the existing south drive and the new north drive will be located about twenty-five feet north of the existing north drive. Presently worshippers enter the site at the north drive and leave by the south drive. The driveway use is emphasized by the angle parking on the Church site. Both new drives will be full access drives and on-site parking will be head-in parking. Visual observations and sight distance measurements were made in accordance with ConnDOT standards for measuring Intersection Sight Distances and for Stopped Vehicle Turning Left Across Oncoming Traffic. Intersection Sight Distances from the site drive were measured at a distance of 15 feet off the edge of road with a 3.5 foot height of eye and height of object. The sight distance available to drivers leaving the south access drive will be 700 feet looking toward the left(north)and 600 feet looking to the right (south). The sight distance available to drivers leaving the North drive is 600 feet looking toward the left(north)and 700 feet looking to the right (south). The Intersection Sight Distance for Stopped Vehicle Turning Left Across Oncoming Traffic at both drives is greater than 600 feet. These sight distances require minor grading along the site frontage north of the northerly drive to eliminate a blind spot at the intersection of Avery Street and Beelzebub Road and removal of brush and small trees along the west side of Avery Street just south of the southerly drive. The sight distance looking to the left(north)from both drives is far beyond the All-Way STOP controlled intersection with Woodland Drive and Beelzebub Road. The Connecticut DOT presents intersection sight distances(ISD)in their December 2003 Highway Design Manual, Figure 11-2C of the ConnDOT Guidelines presents ISD information for each 5 mph increment for speeds between 20 and 70 mph. The posted speed limit on Avery Street is 30 miles per hour(mph). The speed study done for Avery Street along the site frontage indicates that the 85 h percentile speed(the speed at which 85 percent of drivers travel at or less than)in the northbound direction is 36 mph and the 85'h percentile speed in the southbound direction is 39 mph. A summary of available intersection sight distances and distances required by ConnDOT in their Guidelines for Highway Design is presented in Table 3. Table 3—Comparison of Available and Required Intersection Sight Distances Available Intersection Required Intersection Sight Sight Distance Distance per ConnDOT 2003 Highway Design Manual Looking Left from Southerly Site 700 Feet 434 Feet Drive onto Avery Looking Right from Southerly_ Site 600 Feet 401 Feet Drive onto Avery Street Looking Left from Northerly Site 600 Feet 434 Feet Drive onto Avery Street Looking Right from Northerly Site 700 Feet 401 Feet Drive onto Avery Street Table 3 shows that the Intersection Sight Distances(ISD)available to drivers looking left and right from the site access drives onto Avery Street(with the recommended minor grading north of the north drive and removal of brush and small trees south of the south drive)are far greater than the intersection sight distance provided in the ConnDOT reference for vehicles traveling on Avery Street at c:\business\MPN\S-WindsorChurch\ltrrpt.doc 3 the 85`t'percentile speeds of 36 mph in the northbound direction and 39 mph in the southbound direction. In fact the lesser sight distance(600 feet)is appropriate for travel speeds on Avery Street of 54 miles per hour(at least fifteen miles per hour greater than the 85'h percentile speeds and 24 mph greater than the posted speed limit). A second sight distance measured for this study is for Stopped Vehicle Turning Left Across Oncoming Traffic. According to Figure 11-2J of the ConnDOT Guidelines,vehicles turning left from Avery Street onto the site access drives should be able to see 317 feet. The more than 600 feet available to drivers making these left turns is far greater than the distance required by the ConnDOT reference for vehicles approaching from the opposite direction at the 85"'percentile speed of 39 mph. The Stopping Sight Distance for vehicles approaching from the rear of the vehicle turning left onto the site access drives should be approximately 261 feet. The available Stopping Sight Distances (more than 600 feet at both drives)are greater than the required Stopping Sight Distances. All sight distances available to drivers entering and leaving the two drives(with the recommended grading and removal of brush and small trees)are greater than the distances presented in the Connecticut DOT 2003 Highway Design Manual for the prevailing travel speeds on Avery Street. These sight distances will allow drivers the visibility needed to safely enter and leave the site. If you have any questions about the information included in this letter,please call me. Very truly yours, TRAFFIC ENGINEERING�. OLUTIONS, P.C. Bruce A. Mlson,P.E. c:\business\MPN\S-WindsorChurch\Itrrpt.doc 4 MEMORANDUM To: Marcia Banach, Director of Planning HIE From: Jeffrey B. Doolittle, P.E., Town Engineer D Date: 4/12/05 RE: App 05-23P, Avery Street Christian Reformed Church I have reviewed the site plan for the Avery Street Christian Reformed Church at Avery Street and I have the following comments: 1. The street line on Avery Street and Beelzebub Road needs to be established adjacent to this property. The church needs to give the Town a quit claim deed for property along Avery Street and Beelzebub Road from the center of these roads to the Church property shown on the plans. The property needs to be monumented along these roads. 2. The erosion control notes need to reference the 2002 Connecticut Guidelines for Soil Erosion and Sediment Control. 3. The driveways should be labeled so the northern drive, closest to the stop sign on Avery Street is one way in only and the southern drive is one way out only. This is the way the church driveways are signed and used presently. One-way driveways would pose less conflicts than having traffic going in and out of both driveways, especially with the northern drive moving closer to the stop sign on Avery Street and the intersection of Woodland Drive. 4. The sanitary sewer lateral from the existing house at 399 Beelzebub Road needs to run around the church and connect to the lateral from the church outside the building. 5. The plans need to include invert elevations for the sanitary sewer lateral at the building, the street connection and any changes in slope in-between. There is a note on the plans, "connect into bldg inv=241.25"but the leader does not point to where the sewer is shown leaving the building. The Town normally requires building laterals to be installed at a slope of at least 2%. Why is this sewer lateral shown at only 1% slope and will there be enough flow to provide a minimum velocity of 2.5 fps in this lateral? 6. The sewer lateral and water service must be separated by at least 10 feet per the public health code. 7. There needs to be some more storm water quality treatment measures included in the stormwater drainage system in the parking lot. This could include a hydrodynamic separator, water quality swale, stormwater wetland basin or other measures. 8. A detail needs to be provided for the two drywells shown on the plans. The storage capacity of these needs to mitigate the increase in runoff from the site for the 100 year storm. The elevation of the bottom of the structure also needs to be provided as the soil borings show rock in this area. These should be moved further away from the building or on the other side of the building so they are easier to install and any water infiltrating into the ground does not affect the building. 9. The detail for the catch basins needs to include 1-2 concrete bricks under the cover as a leveling course. The detail for the sanitary sewer trench needs to include detectable warning tape at the top of the sand layer. The detail for the storm sewer trench needs to call for V stone bedding up to the spring line of the pipe for plastic pipe, and delete the note, "or sanitary sewer". Refer to the details in the Town of South Windsor Public Improvement Specifications. 10. The Town mows the dam behind the church and requests an easement through the parking lot and across the lawn on the south side of the property to access the dam. Please call me(x 245)if you have any questions. ,. 04/3! /2005 08:41 FAX 860 645 4147 , _—_ ---� UULiT ,uU00't�s� $v i, ' _ 3n $ 3� LAW OFFICES 3 g 3 M m I Q0 d a o • Phexon, FitzGerald &Wood, P.C. 5z a - Michael M,Darby Nan cy Jeanne Johnson Thomas S.Fiorcntino PetcrJ.Petrone 10 Thomas P.FitzGerald James J.Sullivan , . James H.Iioward Howard M.Wood,III O 1 March 23,2005 ' F n Mr. Tarry WeIles 623 Avery Street ° South Windsor, CT 06074 RE: Avery Street Christian Reformed Church 399 Beelzebub Road South Windsor, CT Dear Mr. WeIles, In accordance with the Rules and Regulations of the Planning and Zoning Commission, you are hereby notified that a Special Exception Application to construct a church building has been filed on the property abutting yours at 399 Beelzebub Street, South Windsor, CT and is subject to a Hearing by the Planning and zoning Commission. The application and plans are on file with the South Windsor Planning Department. All members of the public are invited to the hearing to ask questions and/or give comments. You may submit written comments regarding the application prior to the hearing if you so desire, For f tther information regarding the specific date this application will be heard please contact the Planning Department, 644-2511,ext. 253. Sincere>w yours, Howar M_ Wood III 4/18/2005 08:41 FAX 860 645 4147 1@004 LAW OFFICES Phelon, FitzGerald &,Wood, P.C. Mlchacl M.Darby Nancy Jeanne Johnson 773 Main Street Thomas S.Fiorentino Peter J.Petronc Manchester,Connecticut 06040 Thomas P.FitzGerald Janes J.SUIVIn James H.Howard Howard M.Wood,III Telephone(860) 643-1136 April 4, 2005 Fax(860)643-5773 Mr. Thomas A. WeIles 623 Avery Street South Windsor, CT 06074 RE:Avery Street Christian Reformed Church 399 Beelzebub Road South Windsor, CT 06074 Dear Mr. Welles, In accordance with the Rules and Regulations of the Planning and Zoning Commission, you are hereby notified that a Special Exception Application to construct a church building has been filed on the property abutting yours at 399 Beelzebub Road, South Windsor, CT and is subject to a hearing by the Planning and Zoning Commission. The application and plans are on file with the South Windsor Planning Department. All members of the public are invited to the hearing to ask questions and/or give comments. You may submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this application will be heard please contact the planning Department, 644-2511, ext.253. Sincerely yours, Hoe01 d . Wood III Postal " aCERTIFIED IVIAIL,,, RECEIPT n WOmvstic Mail Only; , OFFICIAL USE ru Poswge S • 3 a reMed� -- - - - - - C3- -aeiem tioz red) Hwe ti row vosAo a Fm $ � � o t ram... �rieet �a3 c SI' �, s_ W , .Jsin, 0VIO/2005 08:41 FAX 860 645 4147 yUu� ��� A�[�00 5- JT0 i $ ms LAW OFFICES • m ��. m S ■ Phelon, FitzCerald &Wood F.C. � � a Michael M Daty Nancy Jcanne Johnson Thomas S.Fiorenrino Peter J.Pmone Thomas P FitzGeraid James J.Sullivan 0 James H.Howard Howard M.Wood,III °� r March 23,2005 "� ■ State of U" Connecticut Secretary of State L 30 Trinity Street Dartford, CT 06106 RE:"A,very Street Christian Reformed Church 399 Beelzebub Road ' South Windsor, CT In accordance with the Rules and Regulations of tie planning and Zoning Commission, you are hereby notified that a Special Exception A�plication to construct a church building has been filed on the property abutting yours at 399 Beelzebub Street,'South Windsor, CT and is subject to a Hearing by the Planning and Zoning Commission. The application and plans are on file with the South Windsor Planning Department.- All members of the public are invited to the hearing to ask questions and/or give comments. You may submit written comments regarding the application prior to the hearing if you so desire, For further information regarding the specific date this ,application will be heard please contact the Planning Department, 644-2511,ext. 253. Sincere ours, Howard M. ood III S Appl #05-23P, Avery Street Christian Reformed Church PH 4/19/05 Planning Department Report 1. Reques fc�r�p "excep ion an si e p an approva or e recons ru e no t ee ' ,-The r nstruc ioning ehumh. Site size is approx. 3.1 acres. Maximum building coverage is 10%; 9.9% proposed. Maximum impervious coverage allowed is 50% ; 42.3% proposed. Proposed building height is just under 30 feet, measured as allowed by our regulations; 30 feet allowed. The steeple itself has no zoning height limitation. Front yard setback is approximately 230 feet, 50 feet required. 2. The proposal is to replace the existing 9900 sq ft church with a new 12,000 sq ft church. The addition will enlarge the sanctuary from 250 to 350 seats, enlarge the kitchen area, create a handicap accessible bathroom and enlarge the administrative office areas. T eeted— w' . 3. There are two existing curb cuts onto Avery Street, signed for one-way traffic. The applicant proposes to keep this one-way traffic arrangement. The Police Dept has reviewed this application, and has indicated that the accident history shows no pattern that is related to the Church's driveways. The Police Dept also agrees that the driveways need to continue as one-way drives. 4. park a i_ p . Tie parking requirement for this use is based on the number of seats. The applicant is proposing to increase the number of seats from 250 to 350 seats, requiring 117 parking spaces. The applicant has provided 114 spaces and is requesting a waiver of 3 spaces. 5. There is a new dumpster area shown near the existing residence off of Beelzebub Road. The plans show the dumpster to be placed on a gravel pad. We require dump sters to be placed on a concrete pad, ✓6 p 0 ALt-J..�� ��►��� 6. The Architectural and Design Review Committee reviewed the proposal on 4/1.5/05_and_had_the following comments: • The dumpster needs to be screened, and • Conformance of the proposed lighting with our regulations needs to be determined. r PLC_ L.f cet l l The revised plans show that screening has been added to the dumpster. 7. The applicant is proposing new lighting in the proposed parking lot as well as along the proposed pathway. The poles will be 25 ft high, and will have full cutoff fixtures. The lighting plan shows light levels near property boundaries that appear to exceed our requirements for light spill across boundaries. This needs to be resolved. 8. There are no regulated wetlands on the site, however there will be over 20,000 sf of disturbance. The applicant will appear in front of IWA/CC on 4/20/05 for conservation plan approval. 9. Public water and sewers are available. Water Pollution Control Authority approval is required. If this application is approved, the planning department requests, in addition to items already noted, that a key map be provided as required by the site plan submittal regulations. 6 -'L cue 4d r 40r"' at y F I.-O� olle s-0� d O ' C1 * U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ,�OsoR•co� TELEPHONE (860) 644-2511 CERTIFIED MAIL April 28, 2005 Mr. Howard Wood, III 773 Main Street Manchester, CT 06040 Re: Appl 05-23P, Avery Street Christian Reformed Church Dear Mr. Wood: We are pleased to inform you that the Planning&Zoning Commission, at its April 26, 2005,meeting approved your request for a Site Plan of Development and Special Exception to Section 4.1.8.b for the construction of an 11,700 sq. ft. church on property located at 399 Beelzebub Road, RR zone. This approval is subject to the following condition: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$5,000 for erosion and sediment control and a bond in the amount of$5,000 for installation of stormwater structures. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 5. Footing drains are required. 6. A landscape bond in the amount of$1,000 is required and must be submitted prior to filing of mylars. ------ ------ — p aris us- in t e f eldby the-developer must bear the st-amp an&-a-u-thorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. The Town Engineer's review comments dated April 12, 2005, must be addressed to the Town Engineer's satisfaction. 12. A key map must be provided in accordance with site plan application requirements. 13. The dumpster pad must be concrete, not gravel. 14. Site lighting levels must conform with Section 17 of the zoning regulations. 15. A waiver of three parking spaces is hereby granted. Black and white transparent mylars of Sheet#C2.0 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. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, �M Timothy H. Wentzell, Chairman Planning&Zoning Commission THW/kak Attachment cc:--Jeffrey-Doolittle— - Christopher J. Dougan Fred Shaw ---- —Charles Danna --- -- - --- - -- - - --- - - -- - - -- - -- --- --- Fire Marshall I, Timothy H. Wentzell, Chairman of the South Windsor Planning&Zoning Commission,hereby certify that on April 26, 2005, the Planning and Zoning Commission granted to Avery Street Christian Reformed Church a Special Exception to Article 4.1.8.b of the Zoning Regulations for the construction of an 11,700 sq. ft. church on property located at 399 Beelzebub Road, RR zone as shown on plans prepared by Macchi Engineers, Project dated April 1, 2005 as revised. Assessor's Map and Parcel Number: Map#67 Parcel#20 More particularly bounded and described as follows: Co miencing'ai a point set in the South boundary of Beelzebub Road, so-called, which point is Three Hundred and Fifty (350) feet Easterly of the Northeast corner of premises owned now or formerly by Phillip Welles; thence moving East in a straight line along the South boundary of said Beelzebub Road, a distance of Five Hundred (500) feet to a point marked_..by`an iron pipe located r at the intersection of the South boundary of Beelzebubil2oad and the k'est boundary of Avery Street, so-called, thence moving South in a straight line along the West boundary of said Avery Street at an interior angle of 920 541, a distance of Three Hundred (300) feet to a point; thence moving West in a straight line along other land now or formerly of Harry- L. Welles and Edith W. Welles and At an interior angle of 870 061, a distance of Four Hundred and Eighty (480) feet to a point; thence moving North in a straight line along other land now or formerly of Harry L. Welles and Edith W. Welles;and at an interior angle of 960 41' 40", a distance.of Three Hundred One and Sixty-eight One-Hundredths . (301.68) feet to the point and place of beginning. The last described bound makes an interior angle with the first described bawd of 830 18' 20". Said premises contain Three and Thirty-seven One Hundredths (3.37) acres of land. OWNER OF RECORD: Avery Street Christian Reformed Church Dated at South Windsor, Connecticut this day of 20 f1Jr, at In accordance with CGS Section 8-3d 9/. GU irt91z- Timothy HAVentzell, ChaiAnan Planning&Zoning Commission Received for record this day of ,20 , at -----South-Windsor, Connecticut - - - ATTEST: BOND TRANSMITTAL DATE: APPLICANT NAMEAaf1 yyL(,C� . ADDRESS ( -7N PROJECT LOCATION/ADDRESS C l 4 . 1� LOT SUBDIVISION _&A&j_ P&Z OR IWA/CC APPLICATION NUMBER AMOUNT OF BOND-(t S40 C)o• F $-S CHECK NUMBER_ -4+ 12 DEPARTMENT t Off 1h11 SUBMITTED BY ( 1. i 1t. -7 I t blj r NAME DAT RECEIVED BY FINANCE— NAME DATE SUB ACCOUNT NUMBER S70 HAPlanning Depa tment\Holmes\fonms\BOND TRANSMITTAL OS-27-Ol.doc i BOND TRANSMITTAL DATE: APPLICANT NAME ADDRESSAwl PROJECT LOCATION/ADDRESS e-ek?,k �) " LOT SUBDIVISION Al P&Z OR IWA/CC APPLICATION NUMBER AMOUNT OF BOND— CHECK NUMBER b DEPARTMENT SUBMITTED BY d\r\ l ( 6 NAME DAT RECEIVED BY FINANCE �� � caa�-e-v 11 (j.> NAME DATE SUB ACCOUNT NUMBER 5 6 1)U 6 3 HAPlanning Depaztment\Holmes\fornu\BOND TRANSMITTAL 08-27-0i.doc BOND TRANSMITTAL DATE: APPLICANT NAME ADDRESS or C�-Qcaq PROJECT LOCATION/ADDRESS-- LOT SUBDIVISION P&Z OR IWA/CC APPLICATION NUMBER AMOUNT OF BOND 0 QLL CHECK NUMBER (� j DEPARTMENT l SUBMITTED BY—u NAME DATE RECEIVED BY FINANCE -tc. ( t�I�/t NAME DATE SUB ACCOUNT NUMBER goo p g L{ HAPImming Dcpartment\Holmes\forms\BOND TRANSMITTAL 08-27-0Ldoc 11DyIN St 014C Sot� ?d&U&Ot a u w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 sox•CO TELEPHONE (860) 644-2511 July 14, 2005 Ms. Monique C. Paquet Project Manager Avery Street CRC South Windsor, CT 06074 Dear Ms. Paquet: Re: Preconstruction Meeting—Appl#05-23P, Avery Street Christian Reformed Church IN ATTENDANCE Monique Paquet Avery Street CRC 661 Avery Street 860-644-2731 Damien Paquet Avery Street CRC 661 Avery Street 860-644-2731 Jeff Doolittle TOSW 1540 Sullivan Ave. 860-644-2511 x 245 Michele Lipe TOSW 1540 Sullivan Ave. 860-644-2511 x 252 William Phillips Landie Const. 21 Clark Road, Bolton CT. 860-646-4305 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during.construction. Call Jeffrey Folger, Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on Avery-Street-Calcium-chloride_or water-is-to-be-- --- used for dust control as required. 4. The design of the wetlands biofilter needs to be finalized on plans and approved by Jeff Folger. 5. Storm water structure needs to be in and established prior to paving. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight(48)hours prior to the start of major construction work with inspections and testing per Developers Checklist(requested,required) for the following: a. After site is staked out b. All drainage work C. Preparation of subgrade, compaction tests as per Developer's checklist d. Preparation of subbase, six(6)inch lifts e. Placement of bituminous concrete, two (2) inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company. 4. A street cut permit is needed for a new driveways and utilities from Avery Street 5. A drain layers permit is needed before any work on the sanitary sewer aterals begins 6. Certification of all products used-- storm pipe, structures,pavement, etc., shall be presented to the Town Engineer prior to installation. 7. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 8. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 9. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 10. Any problems and/or questions regarding construction of this project will be directed to Monique Paquet at phone#644-3644 or Damien Paquet at phone#798-7689. 11.All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 12. Job meetings will be held as needed, and can be called by the developer or Town. 13. Forty-eight-(48)hours' notice needed for certificate of occupancy inspection. 14. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 15.Normal hours of operation 7:00 a.m.—5:00 p.m., no work on Sunday. 16.No paving after October 15 or before April 15 without written approval from Director of Public Works. 17. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 18. Sanitary lateral locations should be tied down to existing structures and shown on the progress as- builts. 19. During construction of individual sanitary sewer aterals, the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. 20. During construction for individual house lots, lot to lot drainage must be addressed with drainage swales as necessary. For lawn establishment, town staff will be requiring erosion control measures to be installed prior to the issue of the certificate of occupancy to ensure soil stabilization. A detailed erosion control plan must be implemented and depicted on the plot plan for review prior to the issuance of the building permit—most particularly on lots with extensive grading. Planning_Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. A quiet claim deed for Beelzebub Street and Avery Street must be submitted. 2. Access easement_in favor of the TOSAV_and associated_documents are required- to-be-shown-on the— - -- plot plans. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, Michele R. Lipe,AICP Assistant Director of Planning MRL/rfs cc: Jeffrey Doolittle, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control -----CL-&P - - - ----- - - --- - -- -- ------- -- - SNET ��� -o a►� Q VOL. 1733PAGE 206 RE � RG`C 1 y L'®il Gr"�j �,. I, Timothy H. Wentzell sourM�Nin�osoa , Chairman of the South Windsor Planning&Zoning J Commission,hereby certify that on April 26, 2005, the Planning and Zoning Commission granted to Avery Street Christian Reformed Church a Special Exception to Article 4.1.8.b of the Zoning Regulations for the construction of an 11,700 sq. ft. church on property located at 399 Beelzebub Road,RR zone as shown on plans prepared by Macchi Engineers, Project dated April 1, 2005 as revised. Assessor's Map and Parcel Number: Map#67 Parcel#20 More particularly bounded and described as follows: Co miencing'at a point set in the South boundary of Beelzebub Road, so-called, which point is Three Hundred and Fifty (350) feet Easterly of the Northeast corner of premises owned now or formerly by Phillip Welles; thence moving East in a straight line along the South boundary of said Beelzebub Road, a distance of Five .Hundred (500) feet to a point marked,by`an iron pipe located at the intersection of the South boundary of Beelzebuh~Road and the West boundary of Avery Street, so-called, thence moving South in a straight line along the West boundary of said Avery Street at an interior angle of 920 541, a distance Of Three Hundred (300) feet to a point; thence moving West in a straight line along other land now or formerly of Harry-L. Welles and Edith W. Welles and At an interior angle of 87° 061, a distance of Four Hundred and Eighty (480) •feet to a point; thence moving North in a straight line along other land now or formerly of Harry L. Welles and Edith W. Welles;aiia at an interior angle of 96° 41' 40", a distance.of Three Hundred one and Sixty-eight One-Hundredths . (301.68) feet to the point and place of beginning. The last described bound makes an interior angle with the first described bound of 83° 18' 20". Said premises contain Three and Thirty-seven One Hundredths (3.317 acres .of land. OWNER OF RECORD: Avery Street Christian Reformed Church Dated at South Windsor, Connecticut this '% day of 20 5 at In accordance with CGS Section 8-3d Timothy H �Chai Planning&Zoning Commission Received for record this day of , 20 at South Windsor,Connecticut - _._. --_- -- _---_--- _. _--.-_-----...__._ - -_- -TTES'I:---- --- RECEIVED FOR RECORD: DATE jJVr TIME % I IIIIIIIIIiIII IIl�ill!IIIII IIII IIII IIIIIIIIIIIIIII I.IIIIIIIIII -tee IIIIIIIIIIIIIIIIII M. Doc ID: 000394160001 Type: LAN ` Book 1733 Page 206 SOWN CLERK,File# 4537 8® , iNL}Ep�' Cr t�W N se', 707 Wn O-P soutA � 9 � �C� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR•CO TELEPHONE (860) 644-2511 June 17,2005 Howard M.Wood,Attorney 223 Main Street Manchester,CT 06040 RE: Avery Street Christian Reform Church South Windsor,CT Dear Atty.Wood: The South Windsor Water Pollution Control Authority, at its regular meeting of June 7, 2005, gave approval of the application as presented for connection to-the Town's sewerage system for the Avery Street Christian Reform Church, South Windsor, CT; as more specifically shown on plans entitled "Avery Street Christian Reformed Church, Avery Street, South Windsor, CT" Prepared by Macchi Engineers, LLC, Hartford, CT 06105; Drawings No. C1.0, C3.0 and C5.1, Dated 5/16/05,and subject to the following conditions: 1. Technical approval of the Town Engineering Department. . 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance:with the design plans approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval-plans. Very truly yours, i G a 1. t Joseph J:Carino,Chairman Water Pollution Control Authority JC:ead Cc: Michael J.Gantick,Director of Public Works Jeff Doolittle,Town Engineer `/Marcia Banach,Director of Planning Chris Dougan,Chief Building Inspector Chris Cyckley,Macchi Engineers Post-it®Fax Note 7671 Date 3v O b page To From f Co./Dept. Co. Phone# Phone# I_L7 1 ��®1 l �s�s•� Fax# 05 � ) /� Ic Fax# -- SUPERIOR FIBERGLA 8 �r BAPTISTRIES n� WALL CROSSES SEE OUR OTHER CATALOG IN SWEETS CUPOLAS 06610/SUP,BUYLINE 4671 P.O.Box 1989 Jacksonville,Texas 75766 800-527-8438 FAX 903-586-7547 www.s ' 'or8iberglass.com Catalog 2005 lI w 1 I b c a 1 C 5000 SERIES NO.2521 NO.3520 NO.3535 NO.2524 NO.4217 NO.2320 C 34"x 15'tall,180lbs. Base:36"octagon Base:48"square Base:48"square Base: hi 24'are Base.Height square Base:9 octagon r� 42"x 20'tall,260lbs. Height.21' Height:217" Height:22'8" 9 50"x 25'tall,350 lbs. Weight:250 lbs. Weight 395 lbs. Weight:580 lbs. Weight 420 Ibs. Weight: 4222s Weight:515 s. it 60"x 30'tall,500 lbs. Base:54"square C Height:29' A Weight:575 lbs. P st fi A FRONT COVER This steeple,installed in 1986 on Lon Morris College Chapel in bi Jacksonville, Texas, illustrates the enduring beauty of Superior Fiberglass products. w SE O E: D a in tc Y. COMB.N0.15 COMB.N0.42 COMB.N0.16 OMB.N0.23 w COMB.N0.9 COMB.N014 COMB.N0.25 C' Base:72"square Base:72"square Base:12"square Base:72"square Base:72"square Base:72"square Base: are Height square Height:34'9" Height:35'8" Height:37' Height:39' R Height:31'6" Height 33' 9 Weight 1,3001bs. Weight:1,3001 Weight:1,400lbs. eight:1,525 G Weight:1,000 His. Weight:1,300 lbs. Weight:1,050lbs. w 2 800-527-8438 WWW.SUPERIORFIBERGLASS.COM MCGRAW-EDISONO DIMENSIONS DESCRIPTION The McGraw-Edison Concourse III is the most versatile,functionally • 0 designed,universally adaptable 193/4" 193/4" outdoor lighting luminaire [502mm] [502mm] T_[3787mm]-1 available.Through a variety of T., mounting styles,it offers a family [143mmI of low profile sharp-cutoff 63/8" s 1/4" luminaires that make optimum [162mm] [159mm] use of today's high output HID Round Pole Square Pole Sources. CAL CONCOURSE III ORDERING INFORMATION 7 0 - 4 0 0 W SAMPLE NUMBER:CAL-400-MH-MT-SL-BZ Metal Halide High Pressure Sodium Product Lamp f.,V=,ey,.Pl e Voltage3 Optics Options& Family' Wattage Halide 120 2F=Design20Formed Accessories ARCHITECTURAL ourse III 70=70 S=High 208 2S=Segmented Type II (See Below) 100=10ow Pressure 240 3F=Design 30 Formed AREA L U M I N A I R E 150=150W Sodium 277 3S=Segmented Type III 175=175W 480 4F=Design 40 Formed 250=250W TT=Triple-Tap4 4S=Segmented Type IV' • Two spring-steel quick 400=400W' MT=Multi-Tap4 5F=Design 50 Formed release latches on 5S=Segmented Type V housing for toolless entry SL=Forward Throw Spill Light Eliminator • Closed cell gas-filled high E.PA..s temperature silicone gasketing completely seals optical system Options(add as suffix)3 Colors Accessories(order separately) F=Single Fuse(120,277 or 347V) (add as suffix/ CA14-XX=Wall Mount Adapter • Thermal shock-and FF=Double Fuse(208,240 or 480V) must specify color) CA18=House Side Shield—Design 40 impact-resistant clear Q=Quartz Restrike BK=Black MA1055=House Side Shield(Type 2F&3F only) tempered glass (limit to 15OW maximum,quartz AP=Grey CA40-XX=Direct Arm Mount for Square Pole(EPA 0.2)' lamp only.Lamp not included.)7 BZ=Bronze CA41-XX=Direct Arm Mount for 3"O.D.Round Pole(EPA 0.2) P=Button Type Photocontrol WH=White CA42-XX=Direct Arm Mount for 3 1/2"-4"O.D.Round Pole • Optional high efficiency (Specify Voltage) DP=Dark Platinum (EPA 0.2). segmented or R=NEMA Twistlock Photocontrol Receptacle GM=Graphite Metallic CA43S-XX=Single Arm Tenon Adapter for 2 3/8"-3"O.D.Tenon hydroformed reflectors V=Vandal Shield. Square Pole available in a range of HS=House Side Shield 3 CA43R-XX=Single Arm Tenon Adapter for 2 3/8%3"O.D.Tenon distributions L=Lamp Included Round Pole CA44S-XX=2 @ 90'Arm Tenon Adapter for 2 3/8"-3"O.D.Tenon Square Pole • Universal mounting CA44R-XX=2 @ 90'Arm Tenon Adapter for 2 3/8"-3"O.D.Tenon clamp concealed in Round Pole ng fits 1 1/2"to housing CA45S-XX=2@ 1804 Arm Tenon Adapter for 23/8%3"O.D. h usi O.D.horizontal Tenon Square Pole CA45R-XX=2 @ 180'Arm Tenon Adapter for 2 3/8"-3"O.D. tenons without adapters. Tenon Round Pole Provides a+51 vertical CA46S-XX=4 @ 90°Arm Tenon Adapter for 2 3/8"-3"O.D.Tenon leveling adjustment Square Pole CA46R-XX=4 @ 90'Arm Tenon Adapter for 2 3/8"-3"O.D.Tenon Round Pole • Easily removable high CA47S-XX=3 @ 1804 Arm Tenon Adapter for 2 3/8"-3"O.D. power factor HID Tenon Square Pole multi-tap ballast is CA47R-XX=3 @ 1800 Arm Tenon Adapter for 2 3/8"-3"O.D. standard Dark Tenon Round Pole Sky CA9005-XX=Adjustable Fitter,FA55BZ Required Friendly (fits 2 3/8"O.D.Vertical Tenon). • Integral hinges prevent OA/RA1016=Photocontrol-Multi-Tap door rocking and OA/RA1027=Photocontro 1-480V OA1046=120V Button Photocontrol for Field Installation optimize sealing OA1047=208/240V Button Photocontrol for Field Installation capabilities OA1048=277V Button Photocontrol for Field Installation • Porcelain mogul-base screw shell type lamp socket • U.L. listed for wet locations.CSA certified NOTES:1 Bracket arms are not included with standard unit.One bracket arm must be ordered for each standard unit(see Accessories).2 40OW Metal Halide fixtures • Approximate net weight: use E28[amps only.3 Products also available in non-US voltages and 50Hz for international markets.Consult factory for availability and ordering information. 39 lbs. (18 kgs.) 4 Multi-Tap ballast is 120/208/2401277V wired 277V.Triple Tap ballast is 1201277/347V wired 347V.5 Type 4S optic not rotatable with 40OW HPS systems. e Must be listed in the order shown and separated by a dash.7 Not available with quartz on"SL"optic,8 Available for 2S,3S,4S,2F,3F 4F distributions only.9 Add fixture color at end of number.10 For complete product data,reference the McGraw-Edison Specification binder.11 Specifications and dimensions subject to change without notice.12 Products also available in non-US voltages and frequencies for international markets.13 Consult your Cooper Lighting Representative for availability and ordering information. COOPER LIGHTING BCO WALL MOUNT • Opal borosilicate glass lens provides long life and soft uniform distribution. Held by cast aluminum frame/door.Gasketed to housing and secured by stainless steel allenhead screws. • Heavy wall cast aluminum housing and face trims offer rugged mounting and durability.Select from open face to spoke trim for com- plimentary styling.Wall mount. • Soft uniform Type V distribution for general accent/security villumination. • Available in 70 and 100watt Metal Halide and HPS, PLC26/2PLC26/PLT42 fluorescent or 100watt max. incandescent. Lamp not supplied unless ordered as an option. • Powder paint finishes....dark bronze, black,white and platinum are standard Ordering Information Example: BC014 - 70HPS 120 DBZ XX Series Watts/ Volts Finish Options Source Series Wattage/Source Finish CD 0HP5 Medium Base Dark Bronze 1 BLK BC014 BC014 Series 700HP5 Medium Base BLK Black 0MH Medium Base WHT White 10OMH Medium Base SAL Platinum 100INC Medium Base Options PLC26 G24q-3 Base F Fusing BC015 BC015 Series 2PLC26 G24q-3 Base EMQ Emergency Quartz Relay PLT42-ELB GX24q-4 Base PC Photocell Voltage' LP Lamp included. 1V 1 50 Hz 220/240V available. BC016 BC016 Series 277 77 277 277V MT Multi-Tap(120/208/240/277V) 347 347V BC017 BC017 Series BC018 BC018 Series DEVINE' DESIGN Dimensions BCO _ A B C O E371 8" 9 1/8" 6 m e s BC014m 232 mm 165 mm 8" 9 1/8" 7 3/8" BC015,16,17,18m 232 mm 187 mm A-� HUBBELL Hubbell Lighting 687 TRAMS0 E I 1 Dimensional 15 - 25 TfonS Hi.h Efficiency Data 20, 25 Ton Standard Efficiency All dimensions are in inches. as s/w• to 5/16• 13/16• FILM NOR1%TOW I 1. ONLY 1 I 1 1 I i 1 C6° 1 °1.00 00'wTay+[CTON 6<1/Y 33 3/16 6 16/K• E LW HEAT 1/t'WT i GHIM AS 6WAT 6ET 3/4'WT Ix 11/1 7�(t jT CONTROL WORES) iEE 3/16' 1 I r as "OLE 11 j (UNIT P01YE1t 1y1REs) j 1 1 VZ FEIMETER „ s• 1' I NOTE: CURB RANGE 2n2 1H' r 1167/8' Duct flanges mount 7-7/16N down 23114' 1' !!E, Inside the curb on the 1-1/2"curb 771W 7r 28 W1(, flanges.See reoommended duct d/ dimensions on the next page. 691 14 U)B' 2' ; i i 71M 117 Downflow Unit Clearance j r DOWNFLOW — 36 CLEARANCE 68' i R / \� UNIT OUTLINE / CLEARANCE FROM TOP OF UNIT 7``2' ROOF r ` ,o'—OPENING 76 1/2' / 0 CLEARANCE 48' CLEARANCE 60' 84 RT-PRMI-EN i i TRiWE' i Dimensional 15 - 25 Tons fth Efficiency Data 20, 25 Ton standard Efficiency All dimensions are in inches. 1■ Downflow Duct Connections—Field Fabricated 19 5/16" 73 7/16' I t i 1r2, 26 5/16' 1 ' i ■ t t � t i 1 1\0 PERIMETER I CURB FLANGE i 7 7/16, NOTE: Duct flanges mount 7-7/18" ••`,•• ' , �- 1 down inside the curb on the �Sv 1-1/2"curb flanges. i CLEARANCE 48 CLEARANCE 60 I Horizontal Unit Su •�pply/Return and Unit Clearance . FILTER ACCESS DOOR HORIZONTAL UNITS ONLY t CLEARANCE 7 • i 0 SUPPLY ETURN p HORIZONTAL 467/16 CONDENSATE DRAIN i *0126�/2 CONNECTION f 11 Q I.O NPT CLEARANCE 18 24i16 27�1�. ��e CLEARANCE 38 2, RNW009-EN 85 .............. TRAIAIE Dimensions TTBO60D OUTLINE DRAWING NOTE:ALL DIMENSIONS ARE IN MM(MCHES) SERVICE PANELCL —� ELECTRICALANO� g PER PREVAILING CODES. S 730 4) I I i �"----832(n 3 ) �1 -�--s� IE—TOP DISCHARGE AREA SHOULD BE I UNRESTRICTED FOR AT LEAST 1524 IS � FEET) ABOVE UNIT.UNIT SHOULD BE I PLACED SO ROOF RUN-OFF WATER 184(7;) { DOES NOT POUR DIRECTLY ON UNIT. i AND SHOULD BE AT LEAST 305 112") 2b0(10 4) �(1) FF ( SHRUBBERY RY ON7 WOLSIDES OTHER I TWO SIDES UNRESTRICTED. 22 2�i7lB)�DIA FIOtfi W 1041(41) I ELECTRIC POWER SUPPLY 22 HOLE SLOW VOLTAGE I 229 (9) 127(5) ' ) GAS LINE BALL SERVICE VALVE.BALL 1/4 TURN 41(1 "A"O.D.FEMALE BRAZED CONNECTION WITH 1/4'SAE FLARE PRESSURE TAP FITTING. 60(2 ' ) LIOUID LINE SERVICE VALVE. t "B"O.D.FEMALE BRAZED CONNECTION WITH 1hr SAE FLARE PRESSURE TAP FITTING. t FIG. 1 MODEL A B TTB060D 1 1/8 3/8 NOTE:TABLE IN INCHES ONLY. From Dwg.21 D150652 Rev 0 Pub:Na 22-1689-04.1200(EN) 29 ) ��WN Sfq O oic Sot� ?V&U&0t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 860/644-251 1 July 31,2006 Damien and Monique Paquet 56 Cornerstone Drive South Windsor,CT 06074 Re: Avery Street Christian Reformed Church South Windsor,CT Dear Mr. and Ms. Paquet: The South Windsor Water Pollution Control Authority, at its regular meeting of July 18, 2006, approved the application for connection to the Town's sewerage system for the Avery Street Christian Reform Church at Avery Street, South Windsor, CT as more specifically shown on plans entitled "Avery Street Christian Reformed Church, Avery Street, South Windsor, Connecticut" Prepared by Macchi Engineers,LLC, Hartford, CT; Sheet No.: C3.0 "Utility and Grading Plan", Dated 05/16/05 with revision date of 6/16/06; and subject to the following conditions: 1. Town's staff approval of required automatic grease removal unit. 2. Technical approval of the Town Engineering Department. 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Joseph J. Carino, Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick,Director of Public Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning Chris Dougan, Chief Building Inspector i TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON J)r v r/ S Phone No.J -2 - 112 Address u Ct U C ]y Site Name �� P&Z No. - o Owner Phone No. �f/- Contra for Signature of Owner Date: ,,I",& .2 G4,6", Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of planJ/profile`of Change. ) 14 c S i 'c Gin W X, t se /iJ.� c/ �C'r� CG C'.-� f I©I e'l� dL•rr.!>J�C r � C.,02 v-re— off /, ;; J! O ' 'r e5 , G�s,it /N1G(.- /r A/ A ^le/ ,ram C`A le-, 7�ia mac 1��a o l">' t'Gr n r Ar OgAz le. 7/- .n Reason for Change: (Why is change required) / y - �// w %/ a/�//G u✓ `7., 1C� f,I'!�f �►P /i/u t xe.ic 1,e `♦1,G,n r�1. / / '! A APPROVALS: (As Required) 'ZDir. Of Planning Date:4 t Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department 4 ,5z3 12 Xa r 244,70 ♦ P►� ATCH / 1 U DECK ...71 23 ,3 2 .75 -CHAIN LIM FiCE ENCI+ E it} . . .. SEE ZETA T � H ET 244.66r. TM''CONCRETE4 : EoR Duns A J .0 M 9.74 � \ 5' BIT SIDEW x;232, 2 ` T K a cr_ A UNIT Tb _ EXI TI G !� f-A Nu FIE TO Er x 232,22 BIT. SIDE` l K J � V232 �,t X , C0 ETE P D z a O o n CONDENSER UNI w ri Y Ir -P U U a) W` F— -P O �¢ 8 W C) 0) O sr W m LD !— L } a s aiEr 43 r W W U) b 10/23/2006 11: 41 8606328807 BECO PAGE 01 ft faille CON) A0 SERVICE+DESIGN-INSTALLATION SINCE 1926 CT LIC.N129b64 10/23/06 AVERY STREET CHURCH C/O DAMAIN PAQUET 661 AVERY ST, SOUTH WINDSOR,CT. 06074 RE; LIGHT POLES DAMIAN, PLEASE BE ADVISED THAT THE SITE LIGHTING FIXTURES INSTALLED AT THE AVERY STREET CHURCH WERE AS PER.DRAWING SE-1 AS PREPARED BY MOSER-PILL N-NEI,.SON ARCHITECTS DATED 5/16105. PLEASE NOTE THAT THE(2)SOUTHERN MOST POLES AND LUMINAIRES WERE DELETED FROM THE SCOPE OF WORK AS PART OF THE VALUE ENGINEERING. SINCERELY R,I�G�ARAL VICE PRESIDENT 3 ALCAP RIDGE•CROMWELL,CT 06416•Tel.: (860)632-8448*Fax: (860)632-8807 www.bloomfield-electric.com f AVERY STREET CHRISTIAN REFORMED CHURCH 661 Avery Street E-Mail: averycrc@aol.com South Windsor, CT 06074 Website: www.ascre.org (860)644-2731 Jerry Lion,Pastor FtECEIVED RECoV 6 CT October 30, 2006 SOUO WND3 pLANNI�G OEM SOUTH WiNDSOR PLANNNG OEPT. Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Attention: Michele Dear Michele: Enclosed please find a letter from Bloomfield Electric describing the installation of the parking lot lights. Please do not hesitate to contact me at 644-1160, should you have further questions. Sincerely, Mori ue C.Laquet q Project Co-Coordinator Encl. (1) Proclaiming Christ as the Worlds Only Hope FEPHAN BUIDERS PHONE NO. : 432 3990 Jan. 03 2007 04:32PM P2 kVERY STREET CHfRISTIANi REFORMED CHURCH 661 Avery Street E-Mail; averycr•c@aol.com South Wiridsor,CT 06074 Website: www,jscrc.org (860) 644-2731 Jerry Lion,Pastor December 30, 2006 Town of South Windsor 1540 Sullivan Avenge South Windsor, CT 06074 Attention_ Michele Dear Michele: Now that we have obtained the Certificate of Occupancy from the Town of South Windsor for the Avery Street Christian Reformed Church and that the final.inspections show that the work is complete, we are requesting refunds on the following bonds, 1. Erosion& Sediment Control $5000 2. Proper Stormwater Structure $5000 3. Landscaping $1000 Please forward the reimbursements to Avery Street Christian Reformed Church, 661 Avery Street, South Windsor, CT 06074, Attention: Monique C.Paquet. Thank you in advance for your cooperation. Sincerely, Monique C_ aquet Project Co-Manager Proclaiming Christ as the World's Only Hope Spur N Se4 T19vy o�s� s � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE(860) 644-2511 February 15 2007 Avery Street Christian Reformed Church Ms. Monique C. Paquet 661 Avery Street South Windsor, CT 06074 Dear Ms. Paquet: Re: Appl#OS 23P Avery Street Christian Reformed Church This is to advise you that the Planning and Zoning Commission voted on February 13, 2007 to release the IWA/CC bond in the amount of $5,000 for erosion 8s sediment control and the $5,000 for stormwater structures for the above-referenced project. A check will be issued to you from the Town of South Windsor. Very truly yours, PLANNING & ZONING COMMISSION Patrick Kennedy, Chairman PK/j sv Cc: Town Engineer RE RECEIVED FFPFFB 2 0'7007 �y,O�p�y,, BOND RELEASE TRANSMITTAL - DATE: pIAIJN(NG DEPs. DATE: a'IZP[0 APPLICANT NAME CL,� ADDRESS CA— cx PROJECT LOCATION/ADDRESS-4 C� Sfi Cl � LOT P&Z OR IWA/CC APPLICATION NUMBER SUB ACCOUNT NUMBER 0 0 0 8 a aAj 5D o.0,03 ORIGINAL BOND AMOUNT 5, no o ks-)dp Please release the bond indicated above as all of the required work has been completed. NAME all DATE 3 8.9 BY fa CHECK # ISSUED DATE H"\Planning DcPanm-t\H0hncs\f0r=\B0ND RELEASE YRANSMrrTAL 08-27-0I.&c BOND RELEASE TRANSMITTAL DATE: APPLICANT NAME �-✓� � Gyre � N ADDRESS 6 � A7 PROJECT LOCATION/ADDRESS LOT P&Z OR IWA/CC APPLICATION NUMBER S j— 2 3 P SUB ACCOUNT NUMBER ORIGINAL BOND AMOUNT Please release the bond indicated above as all of the required work has been completed. NAME J 7 DATE 39-y S13O1O7 BY CHECK # ISSUED DATE H.-WImning Depaztment\Holmes\forms\BONDRELEASE TRANSNUTTAL08-27-Ol.doc OWN SC C 07 m � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-co TELEPHONE (860) 644-2511 May 30, 2007 Monique C. Paquet Avery Street Christian Reformed Church 661 Avery Street South Windsor CT 06074 Dear Ms. Paquet: Re: Appl# 05-23P, Avery St Christian Reformed This is to advise you that the Planning and Zoning Commission voted on 5/22/07 to release the landscaping bond for the above-referenced project in the amount of$1,000. A check will be sent to you by the Town of South Windsor. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, PLANNING &ZONING COMMISSION Patrick Kennedy, Chairman PK/dma cc: Town Engineer AVERY STREET CHRISTIAN REFORMED CHURCH 661 Avery Street E-Mail: averycrc@aot.com South Windsor, CT 06074 Website: www.ascrc.org (860) 644-2731 Jerry Lion,Pastor May 14, 2007 RECEIVED Town of South Windsor MAY 17 2007 1540 Sullivan Avenue South Windsor, CT 06074 SOUTH ENDSOR PLANNING DEPT. Attention: Michele Dear Michele: Would you, kindly, have the final landscaping inspection done at the Avery Street Christian Reformed Church at your eariest l Pleasenvenience. It is our release that amount once you find the ng that there is a$1000 bond held by the town landscaping work to be satisfactory. Please forward payment by check made out o: Aver Attention: Christian Reformed Church, 0 661 Avery Street, South Windsor, CT , Thank you for your cooperation in this matter. Sincerely, Monique tePaquet Avery Street Christian Reformed Church Proclaiming Christ as the World's Only Hope