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Site Plan - Conservation (484)
;r R � D JAN 5 1993 South Windsor TOWN OF SOUTH WINDSOR INLAND WETLAND, WATERCOURSES AND CONSERVATION APPLICATION APPLICATION #. -D/d' DATE RECEIVED O�-/" 9 �3 ZONE INSTRUCTIONS 1. The application, map and plans must be submitted in triplicate, together with the fee set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VI) . 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application evaluation. (See Regulations, Sections VIII - %) . 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. (See Regulations Section VII) . Also complete state filing form.. A. APPLICANT'S NAME liar 000r_bu(-H MaA4-4i✓19 ��ie,1e,' f�r��tei^ ADDRESS 1,y�?/1 1�0( °t`I� �e��eC o►�m e�1 /i :I'/I t)e-S'C,ie, C. l l r'n l C El�le 1�,0• UaX 9(0 / /4��Ar1G`aes�er CpT L%�D�fG PHONE: (HOME) �?63- 7ya- 7sT7(Wou) B. LEGAL OWNER's NAME: SQ r►l e O s a D u e- ADDRESS PHONE: (HOME) (WORK) (List additional owners, addresses, and phone numbers on back of application) . C. IF THE APPLICANT IS NOT THE OWNER OF THE SUBJECT PROPERTY, A LETTER BY THE PROPERTY OWNER(S) AUTHORIZING THE PROPOSED REGULATED ACTIVITY SET FORTH IN THE APPLICATION MUST ACCOMPANY THIS FORM AND WILL BE PART OF THE APPLICATION. D. PROJECT NAME: (if any) r&L urn '1o� Gc.l n C��tt a SZr' 11'r-!4 QU el 1. Contact erson (i urther ormat�on is n eded). E. THE GEOGRAPHICAL LOCATION OF THE PROPERTY WHICH IS TO BE AFFECTED BY THE PROPOSED EFGULATED ACTIVITIES INCLUDING A DESCRIPTION OF THE LAND IN SUFFICIENT DETAIL TO ALLOW IDENTIFICATION OF THE PROPERTY ON THE ZNLAND AND WATERCOURSES MAP. SLd l i ya,, Ave„ct u ti i r r► 50 r . L`T OloO`7 S� -r2X Ma_42 /OD f arce l 111A F. NAMES OF ALL ABUTTING PROPERTY OWNERS: (USE SEPARATE SHEET IF NECESSARY) ar7&s t(1 ►-S A)l F G erf'rtkd e M l�''10 Qa, Ail n i/I a )4 r U-arr- L, V gen r (9. lle c4e rs G. HAVE YOU NOTIFIED ALL ABUTTING PROPERTY OWNERS BY CERTIFIED LETTER THAT AN APPLICATION IS PENDING BEFORE THE AGENCY?. x_ **(You are required to supply a copy of the letter xi.th the list of the names of the abutters).** H. PURPOSE AND DESCRIPTION OF ALL PROPOSED REGULATED ACTIVITI(S) INCLUDING AMOUNT AND TYPES OF FILL AND THE TIME ELEMENT INVOLVED: p r lt)e Ld1s fc, ►)orK e,utSide-, *Ae- wefIa,�ds t� �.Il u►�Qt -- e� Gt of o�r alric - �- E �e eX it S e- �X`I 5 tL r1 P11 e -qt2 .t 5 I. A CLASS A-2 MAP OF THE PROPERTY DRAWN TO 1'-40' , SHOWING THE AREA TO BE DEVELOPED, EXTENT OF THE WETLANDS AND WATERCOURSES AFFECTED, TOPOGRAPH, EXISTING AND PROPOSED ACTIVITIES AND NAMES AND LOCATIONS OF ADJACENT PROPERTY OWNERS MUST BE SUBMITTED. J. ACREAGE OF WETLANDS AND WATERCOURSES TO BE ALTERED: © A AC, R. ACREAGE OF WETLANDS AND WATERCOURSES TO BE CREATED: 1k)0/1'e L. LINEAL FEET OF PROPOSED STREAM ALTERATION NOA)�- M. TOTAL LAND AREA OF PROJECT AND PERCENTAGE WHICH IS WETLANDS: S f� S 3• �cR�S . Area p4P We&/arto(S on sate is .59- 4 CRf S . N. IDENTIFY ALL OTHER PERMITS OR APPROVALS THAT HAVE BEEN ISSUED, APPLIED FOR, OR REQUIRED WITH RESPECT TO THE PROPOSED ACTIVITY SET FORTH IN THIS APPLICATION. (These may include but not be limited to, local Planning & Zoning, Zoning Board of Appeals, D.E.P. , F.E.M.A. , D.O.T. , The- Army Corps of Engineers, and any other State, Local or Federal Permits. ) coca t' /ar n - o� /n 5 r fe- jo 14 k1 For, 0. THE APPLICANT (OR DESIGNATED REPRESENTATIVE) I1 MMEBY ATTESTS THAT A SIGN WILL BE POSTED AT THE FOLLOWING LOCATION/S giL5" Su.11,'yarl yenue a.t.-f-! oroposed work by e le r /1 e e ►� WAtsEen new` T �Li c�e.� r ON OR BEFORE THE FOLLOWING DA : SIGNATURE: THE UNDERSIGNED HEREBY APPLIES FOR THE REGULATED ACTIVITIES LISTED IN PARAGRAPH H ABOVE, FOR A INLAND WETLAND, WATERCOURSES AND CONSERVATION PERMIT FOR THE PROPERTY DESCRIBED HEREIN AND CONFIRMS THAT: 1. HE IS FAMILIAR WITH ,THE CURRENTLY EFFECTIVE INLAND WETLAND, WATERCOURSES AND CONSERVATION REGULATIONS OF THE TOWN OF SOUTH WINDSOR. 2. HE/SHE UNDERSTANDS THAT AT ANY TIME DURING THE REVIEW PERIOD, THE AGENCY MAY REQUIRE THE APPLICANT TO PROVIDE MORE INFORMATION ABOUT THE WETLANDS AND/OR WATERCOURSES IN QUESTION AND/OR ANY PROPOSED ACTIVITY. 3. ALL INFORMATION SUBMITTED IN THE APPLICATION FOR REVIEW SHALL BE CONSIDERED FACTUAL, OR IN THE CASE OF ANTICIPATED ACTIVITY, BINDING. A KNOWING FAILURE OF THE APPLICANT OR ANY OF HIS/HER AGENTS TO PROVIDE CORRECT INFORMATION, OR PERFORMANCE EXCEEDING THE LEVELS OF ACTIVITY ANTICIPATED, SHALL BE .SUFFICIENT GROUNDS FOR REVOCATION OF ANY PERMIT UNDER THESE REGULATIONS . 4. BY MAKING THIS APPLICATION, THE APPLICANT GIVES PERMISSION TO THE INLAND WETLAND, WATERCOURSES AND CONSERVATION COMMISSION MEMBERS AND/OR ITS REPRESENTATIVE TO ENTER THE PORTIONS OF THE PREMISES WHICH ARE SUBJECT OF THE APPLICATION FOR THE PURPOSE OF INSPECTION AND INVESTIGATION AND OTHERWISE EVALUATING THE MERITS OF THE APPLICATION BOTH BEFORE AND AFTER A FINAL DECISION HAS BEEN ISSUED. Signature of Applicant Date Received and filed at the ffice of the Planning Department this day of 19�. Signat a of Agent Date — FEE RECEIVED YES!/ NO AMOUNT DATE RECEIVED � by HEARING DATE HEAR INGADV. (1) (2) PERMIT GRANTED DATE PERMIT DENIED DATE r S..r..._ 'y Y' Sf F T aS•.re.�c tY S CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION S x r STATEWIDE INLAND WETLAND fi WATERCOURSE ACTIVITY REPORTING FORM In accordance with =he requirements of section .22a-39-14 of the Regulations of Connecticut State Agencies, this form is to be completed for each action. Completed forms for all reportable actions during a calendar month shall be mailed to the Commissioner by the local agency no later than the 15th day of the month following the month in which the action was taken. (See instructions on back) 1 . TOWN: GOVTO WtWOSoR 2 . LOCATION:(original scale copy of the USGS QUAD Map with the site outlined or pinpointed) USGS QUAD MAP NAME OR UNIT: �M�PtNCFth�Tt:C;- 3 . APPLICANT'S : Wt7WT )6a-jH flC-V• * 2NVt:11MtNT tz m=ep /AtTNt+C is'P 4 . PROJECT NAME: j*0Tdtg71,R6- GOLF' R_ 3.4r1D%16; CACrEf f0A V jToey GIJeC/V 5 . ACTIVITY TYPE CODE: (see list of codes on back, max. of 4 codes) . . . . . . . . . . . . . . If type code is 12 or 13, briefly describe the activity: (•,AAOMO(r V1 B�Friiz F&C MZWnA7Uh.G� GOLF Covgse* 9- 6. ACTIVITY PURPOSE CODE: (see list of codes on back, max. of 4 codes) . . . . . . . . . . [ j� ] 7 . ACREAGE OF WETLANDS AND WATERCOURSES ALTERED: (or proposed to be altered, temporary or permanent)(for ALL agency permits, denials and enforcement actions) A. Wetland Soil (s) Area Altered: . • [ D ACRES] Wetland soil- symbols (e.g. Lg, PkA, .Rn) p B. If soil type is not available specify the area as follows: Swamp . . . [ O ACRES] Marsh . . . [ D ACRES] Bog . . . [ p ACRES] C. Open Water Body Area Altered: [ 0 ACRES] 8 . ACREAGE OF WETLANDS OR WATERCOURSES CREATED: . . . . . . . . . . . [ ACRES] 9 . LINEAR FEET OF STREAM ALTERATION . . . . . . . . . . . . . . . . . . . . . . [ C7 FEET] 10. TOTAL ACREAGE OF PROJECT SITE: . . . . . . . . . . . . . . . . . . . . . . . . . [ - �•'V- ACRES] For Local Agency Use Only * For State Use Only * * 11. REPORTING MONTH: /)Ift f 93 * * 12 . PUBLIC HEARING HELD: Y ® * GIS CODE: 13 . ACTION: enter- letter A. permit issued B. permit -denied * ,� C. permit extend/amend D. map amendment E. enf o_rcement: F. jurisdictional rulin g- 14 AGENT. t'$/yN E r»SCA11Zt,L'' 2Yt0'S�4 ° °' * DATE RECEIVED jet 1 ar;uNrc s- ,�� - :a ; `• Sw.ics k -ss 4.uF "tom"4r"r .c .•...-ss '�:ta$ i _ r` Zy.A f ;, ,,e,s '`¢C,t, DEP/rey/ / '7 r ;-�Jo W�t Y. 12 Aiv -70 gia cr Vo 17 ( o• IC go _ •va �• / 1 ,\ a •l E-1 ��!1 (,I'J f CD/ .;,{',� 1\ ;y% P •. ; ' �„ I r ,1 r i '`1<<v� .,. 1J h, U U � �• �• / ` , 111�y��./,��u T{�O% / ~ 1-•-� , n•. �,r SCi .+W � ' -11/I�~�� � II � .r r���, ••I: ;/• •l•',.''�j f� ���1 •U�•/.1' [Y ,I F^r ,� J•yli ;.fly j' "' -�� r � ..1�y '�'�� ' �,� �,����; _"Y��111� � I 'I" :'il •(�l' ��/;�J(I, 'r:.�r� 0 ,�Y ,� I \, \ , ,! W '�;�� ' t m !•�)I (}`� ••��'.�nd'li:%� '/•)I :'r '!.a,.a.i.-'` t� i.� � I } f 1 • V •" } .I \/�<`a 1! J 1�� „r .,1� �•, I J ( F W /�' 'r TI~ I I � \ r y /. . ~~ ' F3 � , ►f1' �1'���<,• r•'���• ILA %� U i,, • :� ./� I � ..J ( I , 1 � , � � f �;�:• •��:. l!� rraj. ',,•t1` OCPI,• ,\`.;'1�-•���I ..ice �r u(/1� �� / i J U,•, i .i .� , 41 O rm l �.—, 2 2 \\ !;\� (`: ,,/ •`17' ~ r• •1 .�n" r°N l' ,,'' u '/ I� �� /' .�o �'��5'-•Y�, '.. %:.1 , L�:• oo � J :t51• S" I) ��/•�,:_��.��; •�11 �•.�i. �. N... '� � t.l� �V � ( 1\ �j`�� • � p� `. / / �/ W •� Q 1' ���U o �/-�"�-f•r::�.�.�'' �(• Q �, ( .I� � I I •'�1 ./� rF � •.) \\, 'L�' •,����J 0/' A•'♦ ���.; . r--" �•+ U N r/ ✓ I G,i i.'! .. �_/1`.b '�`rP'`" // a l`\I�` ,) r 1 iagFa• ,\��.�� '� .I'� h 't i < ►z �,��yry ` •'.'`' ' I r7r,( �� /f 1( '.j. ; i��.��'l\� 1 Ji•�/ ': 4y"a7 \. �)!t' ,� ',' r O�i .,•! ,:+ ll` (' • / ��• _ W lx-� ,'° •.� �� !c�if t\'� �` / `• T� l�Y- '`•i��.I�' ,•1 t � ��' .I •�� •I, 1!��� ��•."•/ .'r�.�y� `�'•�(e/) f� y �`1• • 111 .. ,U I _ d. •�, '�. ..� y : II'• '(1"• )� ]��.•Y'^��i d, (. 1 `�..,Y 'f••."1 kc 1 - IM . 'PUDELER =ENGINEERING S"EEr"° of -f a � ivil Engineering • Land Surveying CALCULATED BY �`-� - " DATE 543 N. Main St. Manchester, CT 06044 CHECKED BY DATE SCALE tiO4/� . .._.. . . . ......... ........._ _.... ..... .. .. . Uri ; ___..._... ._ ��.._ F/�W_ r...... �. .....--... .........:a'<�y� sT©�-� y��� ......y .......... P........._./:rOwsa:._...;5/ ..._ __SaC/�`z7.fi Ius..._/N c:._. a!/Pr C.11 ._..... _ .. /VA_1 !r !/vt Lftiy c''� d �P � {i r, v i�'� (.fi- .. L,r, . 6I� �' L`�`' .._ _... ...- ..._ ...... . .. _...._ ..... _. _. ...__ ... ............ .._-: .V _.__...... _._. ...cy.. --.._ .-....... _ ......... ........... 77 . C ... - __ -_....... ..-. ...... XIO Ile ref._=..... ... Ieu �t!�a7`� ' 7`xe t X,� ?��`:. q �ti s''7?e__. /s'ja,✓ ..•G�� ./^��'�=•f- rum _ .: ... ....... ...._...... - -_ _ _... . law3 } xKy........... �'rey_/:......W�csT _yy:..TY1'�_ �y __ _.... - p Ct GC ti _-----, -- - _....._.._.__ ... . 1 .... :G-l1-4.���;..:-A/o :_ T�f` ._... _ ocrfvs rR14 __75 TD:v r,57 T -� r= ►�aicttaryy� errtff re+rin®fit afmfyu "il oOmaPloER HE17S5dieo w x �r frgss r r 1993 y South V indsOr 1,N1LF,ND WETLANDS AGENCY] CONSERVATION COA4M - t U 644-2511 �1 le �r 5 PRODUCT INFORMATION DOLGE LAKE DYE DESCRIPTION An organic dye PROPERTIES DOLGE LAKE DYE turns muddy-water hazards, ponds and lakes bright blue or blue-green. Improves the general appearance. It is non-toxic when used as directed. Safe;-harmless to animals and vegetable.--life. Does:not in.any way.affect swans,ducks,geese,frogs, pollywogs,fish and other forms-of marine fife. It does not stain these creatures. Not harmful-to grasses. Does not interfere with the performance of fertilizers, fungicides, insecticides or other turf chemicals. It is long-lasting; remains visible for about four months under normal circums- tances. Durability may be influenced by amount of flow,rainfall,seepage and evaporation. RECOMMENDED FOR Use n.goi +your. esl parfcs;etc., t vate e _ .onds and-lakes. Treatment of water in fountains. Not recommended for bodies of water used for swimming. DIRECTIONS Put 1 gallon per acre of water 4 to 5 feet deep. If pond is deeper, or if deeper color is desired, use additional dye. Spot the material out in the pond in several locations and let it dissolve. Use of rubber gloves is advisable when using Lake Dye to avoid staining the hands. PACKAGING 5 gallon pail C. B. DOLGE DLD1172 Div. of Rochester Midland Corp. P.0. BOX 1515 • ROCHESTER, NEW YORK 14603 ooewinu%A1A.fCL//1..n_n ... ...,.......... MATERIAL SAFETY DATA SHEET (C) ROCHESTER MIDLAND Complies with OSHA's 29.CFR P.O.BOX 1515 1910.1200 and State Hazard ROCHESTER,NY 14603-1515 Communication Standards. (716)336-2200 Medical Emergency Telephone(716)266-2283 -SECTION 1 PRODUCT IDENTITY: DOLGE LAKE DYE,An Organic Water Colorant DATE PREPARED: 5/3/91 NFPA/HMIS HAZARD CODES (minimal=0;slight= 1; moderate=2; serious =3; severe=4) Health: 0/0 Fire: 0/0 Reactivity: 0/0 Special: NA SECTION 2: HAZARDOUS INGREDIENTS/IDENTITY INFORMATION Corrt >�1�ta A; ir� tl ri Contains Acid Blue 9 dye(CAS#2650-18-2),in water solution i SECTION 3: PHYSICAL/CHEMICAL CHARACTERISTICS BOILING POINT: As water SPECIFIC GRAVITY: 1:005 VAPOR PRESSURE: As water PERCENT VOLATILE: 76 VAPOR DENSITY(air=1): As water EVAPORATION RATE: As water SOLUBILITY IN WATER: Appreciable pH: 3-4 APPEARANCE AND ODOR: Intense,opaque blue solution;mild odor SECTION 4:1 FIRE AND EXPLOSION HAZARD DATA FLASH POINT: None 4 FLAMMABLE LIMITS: NA. EXTINGUISHING MEDIA: As for surrounding fire-product will not burn. SPECIAL FIREFIGHTING PROCEDURES: None UNUSUAL FIRE AND EXPLOSION HAZARDS: None SECTION 5: REACTIVITY DATA STABILITY: Stable HAZARDOUS POLYMERIZATION: Will not occur CONDITIONS TO AVOID: Excessive temperature or heat INCOMPATIBILITY: None HAZARDOUS DECOMPOSITION PRODUCTS: Thermal decomposition,as in a fire, may produce carbon monoxide and carbon dioxide. FORM: MSDS#383A 032283 iniature golf is coming of age! The love to play with Mom and Dad. The putt- new courses are outstandingly ing challenge enjoyed by older players beautiful. Course design is much more crea- doesn't effect the kids fun one bit. They for still tive — with lots of mounding and varying whoop and hollerscore a'u for laughs, reat time. everyone Whether playing I everyone seems to love the new courses. • • V%aty, nqWWW" In miniat d b rippling streams, elevations accented y pp g - _ ur waterfalls and colorful landscaping. e .901f w The game itself has become more challeng- ing. And the number of players is increasing dramatically every year. Miniature golf today is an inexpensive recreation the whole family can enjoy. Putt- ing surfaces on new courses are designed to produce the same putting challenges found on regulation size greens — only in a miniature form. Subtle slopes in the greens, undulations and mounds have transformed miniature golf into a competitive, challeng- ing game everyone can enjoy. Sand traps and water hazards come into play on many of the holes to add a whole new element of excitement. Miniature golf has made this transformation Challenging greens with sand traps without losing any of its fun. Young kids still and water hazards are the hallmark of today's courses. I � p + I , i H k v4 .,. ... •. fir, .t r„ 1, ir AW r, "ANIlk `d �. w i r rN� v ` faoMr .Ai 0. .� �� n`t f'� �t �, a ��`!�J� .�, iy��a 1/ •� -• 7 � 1 � �y, i !, M � '� wA.: by • 3. � 1 , • • filar .• ; r: 4 , a y x �irt',i s t 1 y c r{o-p s s { �fill VM . .'LHw.,•. '� :�} ' fir' m I Opp � I _ N 7.4 t 5 r w„ ,10" Ae �r r IMP = n, i di. �► low F. " I o i r i'• • • '• • • • • • • • 6i ,. I a S- k i t t, S Niiv- t; N i �� O Irty 'Yqars C d9 C no 41 arris has been building miniature golf courses for over thirty years. More than two-thirds of the courses we construct come to r, us as referrals or endorsements from previous owners. We're proud of this and consider it a testimonial to the care and quality we put into x�' the design and construction of each course. We know the types of holes that play slow andn =`' d the designs that speed-up play. Without sacrific- • in an of the creative beauty, we will design g Y Y g the course so that play will flow without back- ups or bottle-necks. First and foremost, it will be Bi-level holes add a little mystery to the game and are great fun. a course that customers enjoy playing. We guarantee that the holes will not retain water after a rainstorm. Each hole will be designed to drain completely into the surround- The combination in earth. Ten minutes after a rain storm our of banking, undu- lations and free- course will be ready for play. However, we can't form construction guarantee that the land surrounding the hole make this a very will absorb the water. This depends on the challenging hole. severity of the storm and the soil composition. Streams are a critical element in the design of today's courses and come into play on many of the holes. ^s, Ij �w 011 A- 10 • ••. 1 : •1 1 - -• - • • •• • - • —• • • • •• - • — • — • • ` - • • • • - • 0-0 t�. r M artyy �� �'- G,s ,��j r. ,4�7 tFa :'"`'S�`•} R .y £w x�:gy ,� *'+'�`,rk' :� ,�„Ys,�..� �,1•.» .,�,- +,. an ,r:'',d,m Rai. - e s. , V Y ,n,• 44/ `� it a i ,u �' 'r.-' � �'' � +�. i, •:r,l ,, r 4 . s' { Dennis Mekosh,Owner Cain Miniature Golf I wanted a miniature golf course that adults and teenagers could enjoy— e ;r not just little kids. I wanted something F } ." b spectacular—different. Harris built us a 7, great course.It's beautiful!There are some real tough shots,and there are He hit it through the dogleg and now faces a wo-level, downhill putt to tie the hole. some easy shots.It's a fair course,but it's a Players love the challenge. challenge.The kids love it and the adults love it.It's just great! Rich has a great group of guys who come out to build the course.Anything you ask them,they'll do it.They work with you. I've been in construction a lot of years and nobody else does this. 1 _ M �I Je'� r�1 •�- TM �, . F• " c i a 1 ki y. ,�•ar �tt'� 1 �°` /! / ` •'�. -, _ tip+ ,�,'' '' r 9 , i 12low y� Y^t,� �'1rf'• � �� �;'• � ? f 4``r, .. r t .I I t� `6d+• ilk Jr iu p � ,a �.. , � tea• o n 1 v�4 Irk"`!" • .. �",�S V S� 74, lorl • : l ftlk „ : ma— I f x I I .a+ wl Fairways which runt over streams add to the relaxed feeling customers are looking for in a family recreation. ,F If you hit the p r y Dee Moore,Partner putt too hard,you m ht end up Coastal Golf i g behind a stone We are very leased that w t i hazard and be y p e put n '' $R stymied for your thirty-six holes. It was a very good busi- j1 next shot. ness move.We often have customers rz play both courses. People like the variety 71 sF and it's nice to be able to give them a j ;t � ,�- choice.Our work relationship with Harris ,. was excellent.The designers of the course obviously loved the work they did and j 3 it showed in the workmanship.Miniature Hf golf is really a fun business.I have not " worked outside the home in 27 years until now. I raised three boys at home and I A downhill dogleg is the first hole on can't tell you how much I love this busi- ■ this course which features well separated, ness.Everybody is so happy when they long challenging holes. play miniature golf.�� PK f 6. ♦ �{IF 4I Tr .17 Ik . f -AM it SU w � r rk; f=t r " IA f C. f !ry - �o t r.r..�t ,+ �M.. tie,NrC•, :," G !f �� u s Y Y� � t* r .a � 4 y^Cd�l George Campbell,Owner Campbell's Putting Course AA I have trouble not getting a big head.Customers constantly tell me this is Regulation golfers often play to improve their feel and putting accuracy. the best course they've ever played.I've had people tell me they have golfed from Maine to Florida—including Myrtle Beach—and this is the best course they've played. Richard promised me 110%when I was talking to him about building the course.I would have to say he did much better than that. Harris gave me 150%to As seen from the road, this course is 200%.1 am very,very pleased. ■ an oasis of beauty and relaxation. " GG k. y I 'a to GC 1 v�C 16 r.c 9 a. F M ay It- IA<-� h ?r$. ���"vM14 ✓hA5 1Vf� M� V I 11 tl i ol r I Mil Don Webster,Partner Coastal Golf Waterfalls, streams and bridges create the pleasant, relaxing atmosphere that brings A A If I were to rate Harris on a percent- customers back. age basis,I'd have to say at least 110%. Better.I'm more than satisfied.They pro- vided us with an awful lot of good ideas. The job they did on the design is superb. Customers find our course very challeng- ing.I think the streams and waterfalls make the course.The design and actual construction were ahead of schedule. I was very pleased with their perform- ■ How often do you see a miniature golf course with a tree in the ante.Miniature golf is really a fun busi- middle of the fairway, railroad ties for the retaining wall and a ness. I wish I went into it about twenty sand trap protecting the hole. Its a Harris trademark. years ago. a - _ zJL't s .���{ tom„j! j� � � n�¢k A' � .a }�' ��• d .tft;•✓ . ,Piet `�s �" � .�� a: �4. Y tl e' .i x' .' t`•!� m �� � ; � �� �� i far l�j�;; �.�4 w+ €{�4�;`°s`�4�� `t`+��e S!. }}it'd v,�r� t Ar t rP c tit ti ' r '�`1' `�ilaa6 I .-.w. r4 r' 9F!°; r 4•CL���{�{�(i ;�� ���,i �,�}�,, � '���,a � ems! ! a Ott. t1 � r A two level green with two options. You can either putt for the upper level hole or try your luck at the downhill dogleg. p Charlie Hook,Partner, t Tropical Island I a t 'r� a' rvr�a•���` �.• • It's unbelievable the'ob Harris did A water hazard in on II X the middle of the u s a 90 100 piece of property. fairway makes a They built two large stone waterfalls,two direct shot at the streams and a pond with a small waterfall. pin very difficult. They found plenty of room for shrubbery. The best shot is off We even planted palm trees.The course the mound on the plays beautifully.The holes have lots of left variation and play moves very well.I never Y thought the could do such a wonderful g lob on such a small piece of property.�� ;w k ■ To get to the hole, this young man must take into account the slope of the green and the rock hazards. WOMEN :�.►III,lliyi!'��I��� ��"PRO' II A� •�i►j •. �_ jI � .. IMA MA will lip I /�.. �Nll ♦ �� �� �� t� /�•, 10 CONNECTICUT DEPARTMENT OF D;MONAIEN TAL PROTECTION STATEWIDE INLAND WETLAND i WATERCOURSE ACTIVITY REPORTING FORM Sn accordance with the requirements of Section 2;a-3P-i4 of the Regulations of Connecticut State Agencies, this form is to be completed for each action.. Completed forms for all reportable In during a calendar month shall be mailed to the Commissioner by the local agency no late: than the I5th day of the month following the eonth In which the action was taken. (See instructions on back) r i. TOWN: JCa L.0 4N bj ✓tom Sl r 2. LOCATION:(original state copy of the tKGs OUAD Mee with the site outlined or pinpointed) Vs GS QUAD MAP NAME OR UNIT: rt C e �e r Coo ti'ti We.tit►.oar44\ eye-jop/nerl>` �' Z;�✓es n9ei� 3 . APPLICANT'S OR VIOLATOR'S NAME: -Par f/Iers 1,i f 4 . PROJECT NAME: A► 1,61 re Go l F r►d ✓t a L = U r -11Z 1,^ 'u eell 5. ACTIVITY TYPE CODE: (see list of codes on back, max. of 4 codes) . . . . . . . . . . . . . . If type code is 12 or 13, briefly describe the activity: ]'< l�,�I� Gnu 4�rns rr'L LU�fI'Grn ��.FFer urtc� C �F1c�1 r��4 S�©rrrt��rJe\ -- b. ACTIVITY PURPOSE CODE: (see list of codes on back, max. of 4 codes) 7. ACREAGE OF WETLANDS AND WATERCOURSES ALTERED: for proposed to be altered, temporary or permanent)(for ALL agency permits, denials aril enforcement actions) A. Wetland Soil(s) Area Altered: . . . . . . . . . . . . . . . . . . . . . 0 f ACRES; Wetland soil symbols (e.g. Lg, PkA, Rn) zle- Ef alal - B. If soil type is not available specify the area as follows: Swamp . . . [ ACRES] Marsh . . . j ACRES] Bog . . . [ ACRES] C. Open Water Body Area Altered: . . . . . . . . . . . . . . . . . . . . . [ O -� ACRES] S. ACREAGE OF WETLANDS OR WATERCOURSES CREATED: . . . . . . . . . . . [ Q ACRES: 9. LINEAR FEET OF STREAM ALTERATION . . . . . . . . . . . . . . . . . . . .. . { O FEE?] 10. TOTAL ACREAGE OF PROJECT SITE: . . . . . . . . . . . . . . . . . . . . . . . . . [ 3� ACRES; For Local Aaeney Use Only * For State `Use Only 11. REPORTING MONTH: * 12. PUBLIC HEARING HELD: Y N # GIS CODE: 13. ACTION: enter letter A. permit issued B. permit denied C. permit extend/amend D. sap amendment E. enforcement * '` F. jurisdictional ruling 24. AGENT: # DATE RECEIVED DEP/rev/10/91 \� .,spa\ \ I\\ C,'��"71: .,•Ob0?1 ,. r q � r 'f I I,vJ r�jo 20 • •r 1 �•may,• \• -,i � ��;(♦ � �, ) �. ' •�, .J!��'�,....,.� �, �'''�`I �'�'�• •,�,.• • 1 -.t-_ �.1.1/''� .� \��;\� 't��"t ('" ��� •.!'•.�/ � •�.� ... � ,,ice '�� •� ,,,_,••.:^�'o r" ��\_� _ •' ��.b 'o ' ' `. .4I To �,�,•. � � ';°' ,t�r�-'� UV � ,� , { )�,, of � .�/. L� ,.. '_- .I �, \ � .`\� � ..:\`. � �\,�,,,� (S - I \./ ''vim •' ,'\.. , Y fl y � . .� �,.,` �JJf o u a1(,) 1'1 �l 0•' J •o _ oyd� l E'M, u� ._ ((ill !• \\ t ( t U n 0 \: r o�C �' ''�i � >�1 '� {1� u 1 ° � �� � i ,►�-' � , ii;i� ���+�.�' ( i �(l•�` O. /'Sl C !f) �• N f/ \ \ `', �, I' aryl �•• �•• \ lJ 40 �i }�?�l �,- 1'\I\ \ 1�= �lyr )C' GDP. � .� `� �•/ � �_.. �. C - ( _ f O , ♦. (��^N V, � �� 1(� 1` �� /I/ •��� ��� F, ���t 'O t?!-/�I 1 �'��"� I I' '�.�PU �•i• .•••' 'by +. ley �,\ l! ,.y' ���»\/ � \o' � � s ,• •. . 1p . . .: �~ � :� •'•: � � \\� \ ;::, � � ; ',:• /„ /fu �:� jf1 � •'off Y (I,�l�•Y'`� 1, QD Ilk .. t. � '• . wil� htiOo41 .e' - ))f /(�\.. 'aN-�:, 1, .u: . V F. ?" o F _MAINv, i =.:. B l Zr u l f j '•. \' 4 y� t , 1 W ..� ..•'0 1 �.C�/ •� ,�, (\__ U_ �.a\,`I I .i'�J , -, .' � � F,_. 1 •I,..+?)�I{l / �� . ., d i'al,• •yJ`Y �..\ .�'� 4 w r _l L, TRANSFER ACT SITE ASSESSMENT for 845 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT DATE JANUARY 17, 1992 r f PUQELER ENGINEERING Civil Engineering • Land Surveying 543 North Main Street, Manchester, CT 06040 Phone: (203) 649-0462 Fax: (203) 646-0310 ENGINEER KENNETH J. PU ELER, P.E. , L.S JANUARY 17, 1992 e R • t� r TRANSFER ACT SITE ASSESSMENT REPORT TABLE OF CONTENTS 1 ) INTRODUCTION 2 ) SITE OVERVIEW 3 } SITE HISTORY 4 ) REGULATORY COMPLIANCE S ) SITE FEATURES 6 ) SITE WALKOVER 7 ) FINDINGS APPENDICES A. C.G.S. section 22a-134 to 22a-134 (d ) B. D.E.P. Declaration for Transfer of Establishment FIGURES F - 1 C.G.S. QUAD HAP 10=2, 000 ' F - 2 ZONING MAP F - 3 SITE CONTOUR HAP AI AVIMS 44 ek 414 "lap \ •?� :� '' .'0 ,. 7��� 1 � :ti?'r•w7' r'Q� i, r��; :!---. •lit— ^r�,,� .' 1�" ' (UG��Q�rr w1 .i/• I 1 �, 1 � y;� + � ���• /,����.,'��4 •I.�,�J�:�11 ! �fi _ � � / �`• r \ / f: �� ,•,) M PIT kn15. lar l � /, fit .I II 14 • 11 �'. ;7' •�y �..� gar �•. �� '� f 1 1 ,� . .•. wl LAJ do Q Al ua lux !� +.�� ,.�:•I �:�•d:}•�' 1 � � , /q ,� (\—),y,l Il a � 1>��.I� U y� :j Lw: 1 II 'll,•' :% p�/'J1/JI yr � � ,� I / //' I� � 1 I �t` � J I •.. . "•1 �„r� . � :w �f\. ldq�• � � c :d ' � .'•�' /�\ �" jig, t1 , ' ���.. ,�, `. `' \�.r .`•i• :•�,• :• mot a ` • S . { h INTRODUCTION Wentworth Management and Investment, Limited Partnership, requested an Environmental Site Assessment in accordance with the State Transfer Act . It was felt that this parcel, being zoned General Commercial, could be a " Dirty " site. Investigation revealed this site has no pollution history, and does not meet the minimum " Establishment " Criteria set by the Department of Environmental Protection. 87 / ' '1 per ✓ ! �s_ . • SUL L IV N �- 8g. ri >0) , • • ' ��lp WG 1 ARE • � DRK`NC � / �, d pRE j gg• Pp��Nc x f� �g.9 3• � 80 �0 TB.S /DO 5I T E COKITOUR- MAP PUDELER ENGINEERING DATE FILE 1D. PLATE NO MMCHESTER, CONNECTICUT 1/1519Z • — + �� i awn+ • •e • 4PUDELER ENGINEERING WACHESTERS COMECTKUT SITE OVERVIEW This 3 . 4 acre site at 845 Sullivan Avenue is on the south side of the street . It is just easterly of the Podunk River and has contained an operating Dairy Queen since May, 1978 . The Dairy Queen was constructed with connections to city sewer, city water, and city gas . The city utility connections make the use of on site wells, septic systems and fuel oil storage ( possibly underground ) unnecessary. The possibility of on site pollution from these sources is eliminated through the use of the city utilities. The 1977 site plan shows no previous building on this site. A copy of the U. S . G. S . 1"=200 ' Quad Map shows this building and few others along Sullivan Avenue . This is a growing area where the previous land uses had been farming . On undisturbed land along the west border of our site stands a small hill with 30 +/- year old oaks . Thus showing this land was not cultivated in the 1960 ' s or 1970 's . A few years ago, during the reconstruction of a portion of Sullivan Avenue, one mile easterly of this site, 80 loads of excess material ( earth ) were dumped on site. The material is still in truck size piles about mid-site to the rear of the single building . This material appears to be only dirt. Vegetation has taken root and is now growing over these dirt piles . " 4, b hj.S jS F�Ja�� arm , .Ltd ��Aurc9� L � 1y�1►. ed o�� �d SITE HISTORY RS�tA arch Today the Dairy Queen is owned by STANLEY W. ABELL and KAREN M. ABELL. They are attempting to sell the business and land to WENTWORTH MANAGEMENT and INVESTMENT, LIMITED PARTNERSHIP. The Abell 's purchased the parcel in October of 1987 from Michael 0. Bell and Fernande Bell ( V503, P216 ) . The Bell 's purchased the site in November of 1973 fromm. Edward L. Meyers and Henry 0. Meyers ( V173, P163 ) . The Meyers received the land in February of 1964 from the Estate of Andrew Meyers ET . AL . ( V100, P652 ) . On October 18, 1977 a building permit was withdrawn for 845 Sullivan Avenue . The records show a C.C. ( certificate of occupancy ) was issued on May 24, 1978 . No other building permit activity has taken place on this site. The site plan for this 70 ' X 36 ' 8" building for Michael 0. Bell and Fernande Bell shows city sewer, city water and city gas connections . The site plan has no indication that a former structure was on this site. i REGULATORY COMPLIANCE The Transfer Program of Connecticut General Statutes requires the notification of transfer of title and the payment of a fee of from 200 to thousands of dollars for Hazardous Waste Establishments . Sections 22a-134 (1 ) defines transfer of establishment as any operations that generates, transports, treats, stores, handles or uses, etc. hazardous waste, and which establishment undergoes a change in ownership, management, corporate identify, etc. . Sections r 22a-134 through sections 22a-134d are included in the appendix of this report . Department of Environmental Protection states that " If a facility is not an establishment, a " negative declaration " should not be submitted ". An establishment is a place that generates, handles, etc. more than 100 kilograms ( 220 lbs. or approximately 1/2 barrel ) of hazardous waste per month or is a 1 ) Dry Cleaning Establishment 2 ) Furniture Stripping Establishment 3 ) Auto Body Repair 4 ) Painting Shop The Dairy Queen at 845 Sullivan Avenue is not an * Establish- went * and the transfer should not be reported to the Department of Environmental Protection. D.E.P. Declaration for Transfer of Establishment ( Appendix B ) requires no application be made. t SITE FEATURES The Dairy Queen at 845 Sullivan Avenue is located on 3.4 acres . The parking lot and building occupy the front third of the lot . The building is on the east side of the lot with the parking to the west . The central portion of the lot has been cleared and leveled . Part of this area is lawn with a picnic table. The east portion behind the building contains some 60 mounds of dumped fill . The rear third of the lot remains in its natural wooded state . Wetlands exist on a portion of the rear of the lot and adjacent to the parcel in the front . The developed parcel to the east has created a wet swale along the property line . The property lies within 500 ' of the Podunk River . The rear of the parcel is less than 200 ' from the river and may be subject to some backwater in the 100 year flooding of the Podunk River . 1 SITE WALKOVER January 15, 1992 I, Kenneth J. Pudeler, P.E., L.S. , visited and walked the site. No indication of hazardous waste was found. ]No inspection of the interior of the present operating Dairy Queen was made . This area is inspected twice a year by the local Health Authorities. They perform an in depth Public Health and Cleanliness Inspection. L FINDINGS No =hazardous wastes were uncovered or found on this site . No records of hazardous wastes or spills were discovered . This site does not meet the " Establishment " Requirements of the Department of Environmental Protection. D.E.P. states no " Negative Declaration " or " Certifica- tion " should be made for this type of site . No application of filing should be made to D.E.P. with this land transfer . i . APPENDICES tl.r w«ww► on . �ri»131i. � .c �rrrllwllwr.t«) > 1 d hIa wMbtt arse/saaCtivtn?2t-13�N M 2?A-134d.inclusive: WanOw m establHMtem except in secoldenee with the prmiskm%of sections 22s-134 to «� � �"M��tlr«awelltr nt1111y► which invdva ohs 22s-134d.inclusive. *W111101111%"Owl".owlifrntlh "M.h Nspm bow.tre«tmettt.W"ge.hwtmle or (b) Motor�nrMihftUe tm eMliblMiMt1«M,8re trwNNdti�uphtMret«MMdI t�uhtttit tltpnive 'dyaM d1111=1 111 wa/M.or tlMyo6w 8«esacdm orpnxxmdMg tom gh which m esteb- NaMtteell Mttelagoes a eh op In owmddp.Including.boo not limited to.sale of stock In the suclsasi ioncla b the o the com is shall,within fifteen flehye faller the transfer.submit a entry of Iblrlu of a Matftlary a>tsrgat ar toottsolidteaifttl.sale ef the a mnmtolling shwa of the as m glee such declaration b the commiaaivrheer. t:"Way>lapa of Md FW111lr•chMp of ealporale Motility or financial eeorganif ation.but �Irdhlg 111 10t IN IMMINdOdon m t wsbalandany affecting the ownership of the e«Ub- (c) ItdMeoN►tlllfAro�+rslorbwitlbkltltNlb(M�f MMl Ihd«cltirtlbn.prlortt►tltetttam- Ndw win; let the transferee or other party to the transfer shall certify to the commissioner that to the extent necessary to minimire or mitiRaee a th met to!-a --n health or the environment,he rn '�11M MpM1UIrM'"A11 11i«WIMMM) 1t1111►o�aAvMesmMlM«101aleelkNt prhU dlN�- shall contain.mmme or otherwise mitigate the etlecu of arty discharge.sollege.unca+- h�lsd M. trolled loss.seepage yr flkmtion dhawdous wade on-dte in accordance whh procedures and a time schedule approved by the commissionerpostnm to m order.stipulated judgment t�l " IIflMei rM�llY���Igid"jr ilishlelMtl which esh er leer Mary 1, 1"?.go- or consent agreement. MINIM Ifalntr Men ono Ittiltdnd klkipw m of hawdow wale per memh or which recycled. 1lsthlbltwtl.tttasasA.sManad.Iheafudlsd,"�ad,bilsptafeed ordisposedof hww*ms wash gen' (al) A HenprelMt«lM toasdlon 22«-N57a1 f+11M11«illb«ptirr�«A tt crone eeNeNe oft whkA a tattered by wady r p i i or mwskWity or(8)a dry cleaning establishment or furniture service station war transferred ad in operation on or aAer May 1,1967.provided the Vans- ttMlppittg astabHaillrfseM.halo body repair euhop ar paeirhtMg shop operating cot or after May 1. fetot eeetifles to the tnnlsferee that(1)the service swim,or any part thereon.complies with 1%�; regulations adopted by the commissloner of enviramneM�d protection pursuant to subsec- tksn(d)of section 22a449 concerning dedgn.construction.Installation and maimenalce of M 4 as"m,WM 18adlrhl&fhted as howdou Mraaae In Nation unde.pound facilities noting oil or petroleum liquids.(2)there has been no spin on the nee 119,nee that sswQga mil wwaegs sludge shall not be considered to be hatwdous esuhte or any spill has been cleared up In ar r n itarnce with ptocedunes approved by the com- wlaes/lot sus paerpoaaa of grin aectdotu anal seactlom 22a-134a to 22a•134d.inclusive; missianer and the cone.Issioner has dderrrdned dust such spill does not pose a ducat to human health or safety or to the envirom mitt which would wrartsm comas tow or temoval r�1 'IIM«plllta«Mili1� M'IMN «N11�N1dsC1lMMMl eth s loon pllseMbad dls!! or other mitigation meaume and(3)any harsedoes wow or oil or petroleum liquid trmain- b ssl retaaaUlg(1)Uhrtt Ihsee has hson trodlaehaerp,spllleuge.utnf!vrh151olled Ion.y dwoe w Ing on the real estals Is being managed In mco datee with t)he provision of this chapter and flltsaRlon d Irwmdoass camas vn-tdta.nr title any such discharge.spillage,uncontrolled ton. chapter 446k and regulations adopted thereunder. WepaMs w fllttutba lain been elean ed tap in atetoa M es with pine dunes approved by the an -do! ordswnrind by him to potw no du to l m im beelth or safety or the envi- (a) The enttnllhdl w"My adept moilmhoin III aeatildsales whh the povisloib ofchap Wermseal**itfi world wsrronl to e 2 wass t oral v to al or other mitigation measures and lot 34 to Impletrtetht the provisions of this section. (2)that nuylnaeadeuaw►eft~te sale aon-doe is being managed in accordmtce with this (F.A.WOO.S.a:P.A.014",1. teluspssr one!chspaas 416k and regulatione aAepaed thereunder; MM p►.A.nJm~Sdwe.fdh wrrwq wry span art a Mb atl.ssla a twVW et/ew w 11epw11ned woo w ##ww1n,w w eAw Mop 1.1967..cad @Meal%Own.fe) ►A t t.}M made 16) "1MrvNw aMelitln"IIN«als«1011611 IM bwelvMg the resale of motor vehicle Mel ft*AW1aw4..10 awe.tom. MathWIMil,bw net lindasd to.gasoline.diesel Mel and kerosene; Our. 221b.134, DsMnuagaa.POW*of#0 basil 61 to comply with any of Use p"Wi- M "71rr1 Aft of k t1 f"w MlMllttll"MOM a 0+Wi t.ale donned In this me",of a Mr- dons of secilom 22k-134 to 22a434d,Inclusive,emltles the transferee to recover de mspes relsa Mdltlath or entry ratios 1ltrtsastloa or proe«eding arhsetelry a service station*or arty prat hot de transferor.and tenders the transferor d the Insubllshrnellt strictly liable, without On So tsndwps�s rcheilge In on mddp,Including,but not limited to,a sale of stock in the reSm.to fault.far all chttrrtup and remove coals and for all direct and indirect 229.13damalt s. lsae. 2�131m. Aslless�lty at eararraM�Marfer.TM paHnbaa d ssetlaus 2b-13vi b Ilattta of a s«Mrtbry U WW or a seadMedtstt,a aale of the tsmm ling dwe of seem.this 224-13".bwhul","1 not drect the 01111 city ONO comathelonerunder any otter sm. toonreymm et eel pltn alyar«cI gsottoorpmw M do y orfinwwial ram,but sae or regulation.lechding.but not Ilmhod to.the authority to issue any order to the trme- eehchktbug ehorpot+sls 0 1 1 Rd a a not wbs4etially aReeting the ownership of the wt vice fetes or transferee of an establishment. !@adorn. R.A.I&M 1.1 P.A.Oft 8.1.► 1«Nsrr►.A.VA"tsdrMM'hsaal10MO"w M hats des o Aw W t,all.ns a OWN&� A«e. >1l&I M. gip.AM OM OM�1�givo o mm lobs plvtla nosy tahpashr, 1SM".lI wtwy,side r WO am beer no rta�aww of"MMw tMhrer WA'WWAft of a This a Irlbnaadoan� doctu at M,,r.r.-. tray required by sections 22a-134 to 22re.134A.laucluahe,or who Me b Comply with the ptovhlons of MOM sections shall fotfelt to the state a sum not to exceed one l andr+ed dtousand dollars.A civil action shall be Instituted for recover such fwfei- VM. R.A.a!tat.a.{.) _�. -- — - --- Revised 2/90 STATE OF CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION DECLARATION FOR MNSM OF ESMUSEXEM lccording to Connecticut General statutes, Sections 22a-134 to 22a-134(d), inclusive. Prior to transferring an *establishment', the transferor must submit to the transferee a 'negative declaration,, regarding-on-site hazardous waste releases f and current hazardous taste management practices. 1 copy of this declaration nd accompanying attachments oust be submitted to the Commissioner of anvironsental protection within " days after the transfer. Then a *negative declaration' cannot be made due to the presence of hazardous wastes on-site, a 'certification' fors III must be provided to the DEF by either party to the transfer prior to the transfer of the property. If a facility is not an establishment, a •negative declaration' or 'certification' should not be submitted pursuant to 22a-134 of the Connecticut General Statutes: c 'Establishment' means (t) any establishment which on or after May 1, 1967, generated wore than one hundred kilograms of hazardous waste per month or which recycled, reclaimed, reused, stored, handled, treated, transported or disposed of hazardous waste generated by another person or msmicipality or (B) a dry cleaning establishment or furniture stripping establishment, auto body repair shop or painting shop operating on or after May 1, 1967; 'negative Declaration' means a written declaration on a form prescribed by the Commissioner stating (2) that there has been no discharge, spillage, uncontrolled loss, seepage or filtration of hazardous waste on-site, or that any such discharge, spillage, uncontrolled loss, seepage or filtration has been cleaned up in -accordance with procedures approved by the Commissioner or determined by him to pose so threat to human health or safety, or the- emvironsent, which would warrant contaiasent and removal or other mitigation measures and (2) that any hazardous waste which remains on-site is being managed in accordance with this chapter' and chapter 446k and regulations adopted thereunder. 'Certification' means a party to the transfer certifies to the Commissioner of Environmental Protection that to the extent necessary to sird +ize or mitigate a threat to hu—n health or the environment, he shall contain, remove or othervise aitigato the effects of any discharge, spillage, uncontrolled loss, seepage, or filtration of hazardous waste at the site of said establishment in accordance with procedures and a time schedule approved by the Commissioner of Znvironmental protection. - Use Fors T where so ielease has occurred at the establishment being transferred. - Use Form 11 where a discharge, spillage, m ccutrolled loss, seepage or filtration of hazardous waste has occurred. but a clean-up has been completed aid approved by the Commissioner, or when the Commissioner has datcrained that so clean-up was required.- Socam motion must accompany the subaission of the Fors II. Use Form III where a `negative declaration• tea not be lade due to the presence of hazardous waste tm-site. Shia fors out be filed with the C missianer of Jnvironment.al Protection prior to the transfer and say be filed by my party to the transfer. !lame: 4W Qa Avmw • Wedad.CAMOCiM seem A. ri...-r rhL_..M,. r.&.rr . r T ` PUDELER ENGINEERING Civil Engineering • .rand Surveying 543 North Main Street, Manchester, CT 06040 Phone: (203) 64940462 Fax: (203) 646-0310 February 27, 1992 Mr . David Woodbury Wentworth Management and Investment Limited Partnership 125 Long Hill Road Andover, CT 06232 RE: Site Assessment 845 Sullivan Avenue South Windsor, CT SW-9 Dear Sir, On February 7th, Mr. Paul Little of Savings Bank of Manchester called with comments on the January 17th, 1992, Site Assessment for 845 Sullivan Avenue . A copy of Mr. Little 's FAX is attached . His comments consist of requesting additional review of files and some soil testing . Additional research has been done with the same negative results as originally reported . Please see the attached list of files and people contacted . Soil samples were taken on February 19, 1992, from 20 locations within the area of dumped fill . Samples 1 through 4, 5 through 8, 9 through 12, 13 through 16, and 17 through 20 were combined to create 5 composite samples (A, B, C, D, and E) that were sent to EnviroTech Laboratory for analysis. A method 8010, a method 8020 and a total petroleum hydrocarbon (TPH) were run on each of the 5 composite samples . A sketch of the sample locations and the tests results are attached. No visible signs of oil or petroleum products exist in the sample area except excavated and broken road asphalt. No odors were detected above ground or 2' down at the sample locations. Method 8010 and $020 show no detectable results . The total petroleum hydrocarbon for samples B and C. holes 5, 6, 7, 8 and 9, 10, 11, 12, show TPH results of 215 and 129 tag/L respectively. Sample A, D, and E have TPH results below 100 mg/L. Test method $010 and $020 are done by Gas Chronometer, which looks for the lighter, more evaporative compounds. The test for Y 1 total petroleum hydrocarbons (TPH) is done by the Inferred Spectroscopy method and individual compounds are not identifiable . The TPH test checks for all petroleum including the higher boiling point materials (tar, asphalt, grease, and oil ) . The central area of the dumped dirt piles, sample area 5 — 8, and 9 - 12, contains broken pieces of road asphalt and stone sub-base. Asphalt chunks were not used in the samples but do exist in the piles that were sampled . With pulverized and broken clumps of asphalt in the same truck load pile, fines and grit may have mixed thus giving a questionable reading. The E.P.A. has no regulated level for TPH. Petroleum hydrocarbons are undesirable in drinking water . Nothing indicates that the hydrocarbons found are soluble in water . Test 8010 and 8020 show that most of the lighter materials don't exist (none detected ) . It should be noted that Sullivan Avenue is on city drinking water and so no wells exist in the area. Asphalt is a non hazardous substance used for roads and paved waterways throughout the state. Continued testing will give a wide range of results due to the incomplete mixing of materials that are found in the dirt piles in question. The materials found in these piles is consistent with highway excavation material; dirt, sand, gravel, stone base, and asphalt. This confirms the Findings stated in the January 17, 1992, Transfer Act Site Assessment. Very truly yours, Kenneth J. Pudeler, P.E. , L.S. KJP/alb 11 SITERPT.SW9 02-07-92 la :se seM sc•e$ae0omaoaea �.es mRV 7t t41t At? OJT &wviceSAn&J TW MAJiMta RE STM flf OCT Q 045 9 4tSID WE ft)UZW 1 nary e4j%se fjw ew .0 AJ t> L AJM ar At kt cc�B�.f+t� !�E.• ot3�rro,v a-� JEVREAM V 11A(E REXPlaEV— /tom W 1(swe r4rt-/ &Jt WSfI&JS f C'At4 AV my review of this report sugg.-&-sts that it is denclent in that no assessment of local or state files was conducted. The file review at the state and local levels should not be burier,sace and can be accomplished in a relatively short period of time. Moreover, testing of a representative portion of the '80 loads" of earth now motored on site from a nearby construction project shoald be conducted to determine if these materials aze now or were contaminated at the time of deposit. I suggest five (5) samples taken as a composite from four (4) piles for each sample at a minimum depth of two (2) feet and analyzed for -P4ethod 43010, 0020 and total petroleum hydrocarbons (TP:Y) be conducted to ensure that idumping of Contaminated materials has not occurred. FILE REVIEW for 845 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 1 ) A review of D.E.P. Hazardous Waste Files at 18 Trinity Street, Hartford, Connecticut. a) No file exists for 845 Sullivan Avenue, (Dairy Queen) , South Windsor . b) A check of the town-wide miscellaneous file held no reference to 845 Sullivan Avenue, (Dairy Queen), South Windsor . 2 ) A review of D.E.P. Solid Waste Files at 18 Trinity Street, Hartford, Connecticut. a) No file or data was found for 845 Sullivan Avenue, (Dairy Queen ), South Windsor . 3 ) A review of D.E.P. Water Management Files at 122 Washington Street, Hartford, Connecticut. a) No file exists for 845 Sullivan Avenue, (Dairy Queen) , South Windsor . b) A check of the miscellaneous South Windsor file held no reference to 845 Sullivan. There was reference to an Industrial facility on Sullivan Avenue, but it is about a mile away from the Dairy Queen location. 4 ) The State Map Room was visited and the 1965 Aerial flight (3-13-65 photos # 1854 and # 1853) photos were reviewed . The area of 845 Sullivan Avenue shows as trees and brush, and no buildings are visible on the lot. This confirms the original 1974 site plan that no prior buildings existed on this site. 3) During early January of 1992, the South Windsor Building Inspector 's file of this site was reviewed. It contained only the original 1974 building permit for 845 Sullivan Avenue. # ) During January of 1992 the Town Sanitarian, Mr. Deptula, was contacted and the site was reviewed. The subject of hazardous waste, a possible spillage or accident at 845 Sullivan Avenue was discussed. He knows of no problem on site. It was noted that as a "restaurant" he is required to inspect the operation periodically, usually twice a year. 7) The Fire Marshall was contacted on February 14, 1992. He knows of no problem or contamination at 845 Sullivan Avenue, (Dairy Queen), South Windsor. Y � w Imp- i 1 7 l 8" i i if, r n r t 7 i Thor - f G t ..,' E1.vtRoTrcn LABORATONY * T�cb'I31t0 a C't)!►'F3t'L7Il�f: t• c OOK 1Iii.i.Sro.n . wctnenlr. tO�vs.TlrttT �sesa w1t.t6Lfk V�..Vrlo UCf' M{ StH February 21 S 49? Stan Abell *45 Sullivan Ave. 'South lAindsors Ct. 4>6074 Dear Sir_# j rp? have the 'Following to report an the Sample submitted to this laboratovy an February 1R, 19Q2. sai 1 samples collected by 1%:rnneth Pudeler from e4',5 Sulliv6n Ave. South Windsor • Ct . 4method t e020 sample Numbers 25529 P5530 Sample ID: D E Pile: 12, 11*915016 17916.Ig.eO Parameter Results in uglL-------- ---- -- $enzBnE ND<25 ND<25 Toluene NDt25 *ID<25 Ctilorobenzene ND<25 4ND<25 Ethyl Senzrne ND<25 ND<25 P 6 t1 Xylene ND<25 WD(e5 p- x y l e-te ND<25. WD<25 1 .4-aict�loTobpnzene ND<c5` ND<25 J ,3-Pichlcrobe�.zene ND<25 4!D<25 1 .2-Dichlcrobentene NDt25 ND,(25 Results in mg/L Total Pet, clev+r 4+ydroca-bor►s 34 55 Please rote: ND = 1%one detected and < = less than. If, there •*e sny questiarrs we arould be pleased to discuss 'them $with you. Very truly (ours+ 4EnvzraTech Leberetos•y t ltasytllen D usio �n� •ran __ ________- ---#f't[9 s'�+►:�14A1� /�:tIMCZ9� `SZif Jt4 tt1? �! : ' 1 t.'_-off-��ES r - E'qvtRoTecR LAnnRwsoRy yb" ris►T�Nc+ a cowaL:.�xo ,+ COOK XtiL ROAD - ••twA&dcTW. 9•nWrtiPT&(-ILT awns• W'tE i lEh D.lUll� ![ [�rOMt I"M Mt-logo fs�bTuary �I , i492 141ark : soil satrplVs Collected by Kenneth Pudeler from $45 Sullivan I4ve: * South M i ndsor s tt. AEPA 14ethod: 8010 Sample 4ivaabvr s e5529 125530 Sample ID: ID piles 13914, 15, lb 17, le, 19,20 Parameter NesuIts ln. u2/L Chloromethane ND<50 ND<50 OromGmetharwe ND<50 WD<50 •Vinyleblor ide ND<50 WDI%50 Ch l o-cethane ND<50 IND<50 Inethylenechloride NL)< 1 ND<1 Trit_hlorof UVrQI%etha*+e N0< 1 4ND< 1 1.91-Dichloroethylene WD<i IND<1 791-Dichloroetharw WDii ND< l T-I ,2-Dichloroethylene ND: 1 ND<l Chloroform ND,*I WD<I 19e-Dichloroethane Nll< 1 ND-(I l , I , I-Trichlorcethane WD<I ND<l LarbontetrachIor10e 09Dcl #0<1 $romodichloromethane ND<1 ,,D<1 I ,2-DichIOTOPrupane ND< I • ND�c1 T-1 ,3-Dichlu- opropyle^e AD<1" WD< 1 TrictIo•oethyle-+e NL`<1 ND<I Dibromochlcromethane ND<1 ND(I I . i ,2-Tr icchloroeth.ane WD<1 ND(1 Cis-1 ,3-DIChIc' apropy;emE ND<l ND<l _ -Chlorethy? vinylether ND<I Bromoform [tiDc l 1 • 1 ,2s2-TetrschlorvetNd" ND'I Tet, oc h I L)r ce t h y I ene #tD ' 1 ND<I =hIorobenzvvw NDc2 #JD<I lvnzyl Chloride 10 *JD<lo isistQ-r^lurethexY)aethane 4ML<10 WD<10 Slist2-chloroisopv'ooyl )ethane INDkIO *dD<10 10ramobentene WD<I 4wD<1 E;hloroacetaldehyde *JD<10 *dD<IO t-ChlorohPuane WNI *JD<I L'hloroa►ethyl AWthyl *they WD<10 4MD<10 Chlo+otolurnv 40cl UPti Vibroackmwthane *M<l OIDc I #.E•-Dichlorobenivne WNI WDef 1 s3-3)ichIorobernzene j ID<l *JD<I js4-DichIcrobenzone WD<i WD<1 Trlchlot opropane WDCI WD<I Plts►fe "Otal AND s none defpri" &rid • : Is-%s than, R_ei_ Iftfk _J.wwdtvkg 64193 iS1'13 *DEC IES COE f:-Fr;-rEE? PUDELER _ENGINEERING �`"° Civil Engineering •'Land Surveying cALcuurEDer max^ All jz -` �ti f .543 N. Main St. ,;Manchester, CT 0604p M_E CHECKED BY DATE - SCALE Alol/l� . ...._.... - ._..-.... f� _ ......... he 1 e ' ��.. �� .... ... �=ref. r �� ,... 'S; N. - ©r ..__ .. .. - s B.. �u ✓� .r. _,N�� of T �G � fo f 'ram - Al ao� 5 rDi' TIC-�-� 7` 41-/ 7 X ... ......... 7 (f/ --- --- 771.. y . y �/� 5 � _ _.. A'. �.,c�- F lcr.� or Y -3o0 yI 2 ..' _..... _.. .• ---- .............. -- TlR � .G 8 v jP�_lET �Plot�s it 'f 14 V///V o FF poi h'lS ® c�un.u�smaimaauerocm.��ac� � -��� PUDELER ENGINEERING Civil Engineering • Land Surveying 543 North Main Street, Manchester, CT 06040 Phone: (203) 649-0462 Fax: (203) 646-0310 Q � January 5, 1993 ,A! A. F. Associates 1993 395 Buckland Road SOUth Winsor yy South Windsor, CT 06074 INLAN dsot D Nin vi CONSERVATIOry 1Ai1SSILyR CERTIFIED MAIL RE: Miniature Golf and Batting Cage for Dairy Queen 845 Sullivan Avenue South Windsor, CT 06074 Owner : Wentworth Management and Investment, Limited Partnership Dear Property Owner : In accordance with Section 7 . 3b of the "Town of South Windsor Inland Wetlands, Watercourses, and Conservation Regulations", we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department . As an abutting property owner you are invited to the hearing to ask questions and/or give comments, however, you are not required to attend . You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will be heard please contact Phyllis Mann, Recording Secretary or John E. McCahill, Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511 . Sincerely, Karen D. Woodbury Managing General Partner Wentworth Development and Investment Limited Partnership CC: Inland Wetlands Commission w/ return receipt Pudeler Engineering L2 DQSW-9#1 .LET n , JAN 19 19�3 HIGHLANDSOILS South w�I��sr � INLAND WETLANDS AQtN i CONSI:RVATI©N 6©MMISSI®N WETLAND ENHANCEMENT REPORT 845 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT PREPARED BY JOHN P. IANNI PROFESSIONAL SOIL SCIENTIST JANUARY 1993 P.O. Box 337 Storrs, Connecticut 06268 - (203) 742.5868 The inland wetland boundaries on the property known as 845 Sullivan Avenue were field delineated in November 1992. The delineation was conducted in accordance with the standards of the National Cooperative Soil Survey and the definition of inland wetlands and watercourses as found in the Connecticut General Statutes Chapter 440, Section 22A-38. I have reviewed the plans prepared by Pudeler Engineering dated 12-30-92 and have found the representation of the field delineated wetlands to be substantially correct. The site is located on the south side of Sullivan Avenue and consists of approximately 3.4 acres. An existing building and associated parking area exists in the north part of the site. The rear of the site is wooded and the area between the parking lot and wooded area has been filled. Three wetland areas were found on the site. The soils on the site are classified as follows. The front third of the site which is occupied by the building and parking lot are classified as Urban Land. The middle third of the site is classified as Udorthents or made land and the rear third of the property contains upaland soils of the Agawam Series and wetland soils of the Walpole Series. The largest of the wetland areas is in the southeastern corner of the site. The soils in this wetland were identified as belonging to the Walpole series. No activity is proposed in this wetland. The second wetland area consists of a drainage swale along the eastern property line. A portion of this wetland is man made. A retaining wall is proposed alongside this wetland. The main focus of this report is the wetland in the central portion of the site along the western property limits. This wetland currently receives stormwater discharges from the existing drainage system on the site. As part of the application for the Minature Golf Course and Batting Cages, the Owners have expressed a desire to enhance the function of the wetlands as well as its appearance. r -2- The soils in this wetland were classified as wet made land. In my opinion the area was not originally classified as wetlands but was a created wetland due to the stormwater outlet for the developed portion of the site. The wetland currently functions quite well in regard to stormwater management, with sediment trapping and nutrient retention being its main function. The vegetation within the wetland is dominated by a healthy stand of Typha sp. (Cat-tails) . Carex stricta (Tussuck sedge) and Juncus effusus (Soft rush) are also present in the wetland. The wetland acts as a retention/detention basin since the outlet is somewhat restrictive. The banks of this wetland are dominated by Alnus rugosa (Speckled alder) and Rhus typhina (Staghorn sumac) along the western side and Myrica pensylvanica (Bayberry) and Rosa multiflora (Multiflora rose) along the eastern side. As part of the proposal these species which have colonized the banks of the wetland will be removed along with an oak tree that has fallen into the wetland. Since the wetland functions well in the area of stormwater management and there is a well developed stand of cat-tails the enhancement plan will consist of additional plantings within the wetland to increase the diversity of plants and include some flowering wetland species. Since the cat-tails are well established, and they are agressive colonizers, it is not feasible to remove that species. There is room along the edges of the wetland for some additional plantings. A listing of potential species to be added to the wetland is included as an appendix to this report. An exact planting plan is not being proposed at this time due to the variability in the availability of plants at planting time, hydrology at time of planting, and season. If the plantings can be accomplished in the spring the hydrology is favorable, but plant availability may be limited. The plants listed in the appendix are available from specialized nurseries in Connecticut and also from the other on-site wetlands. -3- The enhancement plan will be executed by hand and no additional soil materials or mechanized machinery will be placed within the wetlands. The plan will not disrupt the functioning of the wetlands but is intended as a supplement to species diversification ar�d aesthetics. I would anticipate the plantings to be accomplished in one working day with no adverse impact to the existing wetlands. In conclusion, as part of the application for development of the site enhancement of the wetlands with regard to aesthetics and species diversification is being proposed. The enhancement plan will supplement the existing vegetation in one wetland with plants typically found in Connecticut. The enhancement will not disturb the existing vegetation within the wetland, nor will it affect the function of the wetland. Exact plant species will be chosen based on the time of planting, availability of species and hydrology at time of planting. The wetland agent will be contacted prior to the commencement of work and an detialed planting list will be submitted. L APPENDIX A Proposed listing of species that may be used in the wetland enhancement.* Acorus calamus. .. . . . . . .. .. . .. ...sweet flag Carex stricta. . .. . . . . . . . .. . . . . . tussock sedge Juncus effusus. ... . . . . . . . ... . . . .soft rush Iris versicolor. .. . . . . . . . . . . . . . .blue flag Scirpus americanus. . .. . . .. . . . . ..three-square rush Scirpus cyperinus. . . .. . . . . . . . . ..wool grass Scirpus validus. .. . . . . . . . . . . . . . .soft-stem Bulrush Vaccinium corybosum.. . . . . . . . . . . .highbush blueberry * Other species may be used depending on availability at time of planting. A finalized list of plant species will be submitted to the wetland agent prior to commencement of work. Pudeier Engineering C Copyright 1992 eu j O o - \ •' • j� a SULLIVAN - - - AVENUE .k - -- --- --' _.' ---- i i J 1 1 G - BIT. PARKING 200' " 5 E ' PUDELER ENGINEERING Civil Engineering • Land Surveying 543 North Main Street, Manchester, CT 06040 Phone: (203) 649-0462 Fax: (203) 646-0310 January 21, 1993 JAN 2� 1999 A. F. Associates 395 Buckland Road Seth Windsor South Windsor, CT. 06074 INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION RE: Miniature Golf and Batting Cage for Dairy Queen 845 Sullivan Avenue South Windsor, CT 06074 Owner : Wentworth Management and Investment, Limited Partnership Dear Sir : Inadvertently your Certified Letter, dated January 5, 1993, regarding the application for the above mentioned project was addressed to the previous owner . We apologize for this error . Presently a hearing date has been set for February 1, 1993, at the South Windsor Town Hall . Very truly yours, Kenneth J . Pudeler, P.E. , L.S . KJP/alp L2 DQSW-9#1 .LET (]K LAW OFFICES JOHN mil. WOODCOCK 111 AU 439S BUCKLAND ROAD P. O. BOX 684• SOUTH WINDSOR, CONNECTICUT 06074 V -ALSO ADMITTED IN MASSACNUSCTTS TELEPHONE (203)644-2431 January 25, 1993 Pudeler Engineering JAN 27 1993 543-North Hain Street Manchester, CT 06040 South Windsor INLAND WETLANDS AGENCY/ RE: Miniature Golf and Batting Cage for Dairy Queen CONSERVATION COMMISSION 345 Sullivan Avenue South WIndsor, CT 06074 Owner: Wentworth Mangement and Investment, Limited Partnership Dear Mr. Pudeler: This office represents A.F. Associates, the owners of the Myers Farm which immediately abuts the South Windsor Dairy Queen. I am in receipt of your letter of January 21 , 1993 regarding an Inland Wetlands hearing which has been scheduled for February 1, 1993. Without reviewing your client's proposal , I would like to advise you that my clients' concern is that there will be drainage ramifications which will affect their property. Recently, .they have noticed .increased surface waters and ponding that was not previously on said property and they are investigating as to the source of same. By copy of this letter, I am advising the Inland Wetlands agency of my clients' concerns. Thank you for your courtesy. V y y yours, JJW:vp Woodcock, III cc: South Windsor Inland Wetlands Commission JOB .Sou Ty PUDELER ENGINEERING SHEET NO OF- .5'k/--9 Civil Engineering • Land Surveying CALCULATED BY �"�- DATE /a/3 543 N. Main St. Manchester, CT 06040 - CHECKED BY DATE SCALE .. ........ _._._. — - _ :. ..:: .1�_ Dv...,:/�lG.s ..:.. �Ju fit._:._ , rs -- Td!"wr �'�. �` - -- -- - / y� y _-.... G yt.�....:.:_ r:r( ._:.. 'P ... /:/��..__._:_ w S Tom. �. ... _........... - — - /�'lbx kt. G�tiyl`lt r1:D° fd?u __ `dYe�tu.- . ... . .:........ :....r� ��_s � ....__:le- ............ . y -- _...... ... - ................... ... ..:. /.._.s............. ---- -- - -- - .. ......................---.............I............. ..... .._ _... �. ........ ..................o Ya' .. 1` ........ �sa�-7' yY s� ,D .. . -_fit_ ......-- , 6 rfc ........ .. - . :_ .. _ _ - -- .1AN 2x . ... 3 -- - - - 7 �© .... - — SoLth....i�t1n �dr - -- INLAND W E7L AN DS flGEfy�Ya ---— -- _ CO E �'jiasl� ....-. � n-lo - -_ Prrdl�rw d /� TIOfW... - - - / - T Oaf/ tfw�v..... :. -- �r O �¢C2C /I too- . NaT - _ s ----- -- __.:._. tlYc� C+ . _ .!¢.r fa ._ay.'//. -- - - r / - 4rt/. I D. ) rZy'�1" .. _._... .. : :.. ,parr% .r�r. r ::...._ - 's_ ...:�`o .Stet RV#Alo F FI�DNt' �YtS St Tom. PUDELER ENGINEERIN ---�Y Civil Engineering • Land Surveying , v� 543 North Main Street, Manchester, CT 06040 Phone: (203) 649-0462 Fax: (203) 646-0310 r January 28, 19939 John J. Woodcock, III �qN � 1993 Law Offices John J. Woodcock III South Wndsor 395 Buckland Road INLAND WETLANDS AGENCY1 P.O. Box 684 CONSERVATION COMMISSION South Windsor, CT. 06074 RE: Miniature Golf and Batting Cages for Dairy Queen 345 Sullivan Ave. , South Windsor, CT. 06074 Dear Attorney Woodcock, Thank you for your letter of January 25, 1993. Having investigated the Dairy Queen site on numerous occasions over the past year, I can assure you that all of the parking area is served by storm drainage. The only storm drainage leaving 345 Sullivan Avenue is near the rear and first filters through a man made detention facility before entering a natural wetlands and pond area near the Podunk River . This detention facility is so designed as to� leach the water out slowly and help keep the wetlands wet during the drier times while retaining any storm flow peaks . The proposed Golf Course expansion will use the same detention facility for storm water discharge . We wish to enhance the vegetation and keep this man made wetlands as a focal point for our "Golfers" . The proposed development will have little or no impact on the wetlands to the rear of your property. If walking the Dairy Queen site will help to alleviate any of your or your client 's concerns, please call either Mr . David Woodbury on site or myself so that we can make ourselves available to answer any- questions . . Very truly yours, Kenneth J . Pudeler, P.E. , L. S. KJPJalp CC: South Windsor Wetlands Commission Wentworth Management and Investment, Limited Partnership L2 SW-9#1.LET - 'IWAICC I oWN 8f _ (64\ - Q CE c1i P1 ° U 70-wn, o-PSOU& ?' al wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �floS,R•ca� AREA CODE 203/644-2511 January 11, 1993 TO: Elizabeth A. Warren, Chairman, IWA/CC FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer Re: Application #93-01P, Dairy Queen DOCUMENTS REVIEWED: Application form, Transfer Act Site Assessment _ (1/17/92) , and plans entitled Miniature Golf And Batting Cages for Dairy Queen (12/30/92) COMMENTS: 1. The application form, item G, states they are required to supply a copy of the letter (notification to abutter's) with the list of the names of the abutters . This was not submitted at the time of my review (January 8, 1993 ) and I was unable to unable to reach the contact person to confirm that it had been done. The IWA/CC Regulations, section 7 . 3g, states this shall be mailed within seven (7 ) days of the date of receipt of the application. They should clarify whether or not this has been done within the required time frame and should submit a copy of the letter with the list of names of the abutters . 2. The application form, item H, should be more specific with regard to the purpose and description of all regulated activity(s) . It states, "we wish to work outside the wetlands to fill and grade . . . Within the regulated area they will also be constructing a batting cage, a retaining wall, a miniature golf, a small building, and adding additional parking. The only wetlands or watercourses to be altered is listed as 8 sq. ft. . This is associated with cleaning up the outlet area within the existing detention basin. 3 . The Transfer Act Site Assessment (1/17/92) states that, "A few years ago, during the reconstruction of a portion of Sullivan Avenue, one mile easterly of this site, 80 loads of excess material (earth) were dumped on site" . I believe this took place in 1986 but am unaware of whether or not a permit was issued. (Perhaps someone on the Commission, at that time, might recall this activty and offer some additional information?) An IWA/CC permit (#88-19) was approved in April 1988 for a building addition which was never constructed. That permit has since expired. 4 . The Transfer Act Site Assessment (1/17/92) , within the Site Overview states, "the material dumped appears to be only dirt" . In the Site Assessment correspondence dated February 27, 1992 (which summarizes the findings of the soil samples which were taken) IM Elizabeth A. Warren Page Two January 11, 1993 Application #93-01P the report states there were, "no visible signs of oil or petroleum products existing in the sample area except excavated and broken road asphalt" . There are one to two square foot pieces of asphalt included in many of the existing piles of fill. It would seem appropriate (based on the IWA/CC Regulations definition of "clean fill" ) to have the larger pieces of asphalt which are encountered during the proposed activity removed from the site. This should be noted on the plans . 5 . The Transfer Act Site Assessment (.1/17/92) , within the Findings states, "no hazardous wastes were uncovered or found on this site. No record of hazardous waste or spills were discovered" . 6 . The plans state, wetlands determined in the field by Highland Soils and field located Nov. , 1992 by Pudeler Engineering" . The Soil Scientist should verify the limits as shown on the plans and should submit a report summarizing the findings . It would also be beneficial to have comments regarding how this proposal would effect the adjacent wetland areas; and possibly suggestions for improving the wetlands . (They are proposing to, "remove the alders growing upland of wetlands and cut stumps to clear view and keep wetlands open to sun" and "remove the large dead oak laying in wetlands" . ) 7 . The plans should be more specific with regard to the sequence of construction for the site. Depending on how things will progress the fill stock pile and topsoil stock pile may be in the way. It would appear, based on the number of piles of fill material that exist on this site, that there may be an excess of material which has to be hauled away. I would also question how much, topsoil actually exists? 8. There is an area where the proposed silt fence (along the westerly property line) is shown on the adjacent property. This should be relocated. 9 . Details should be provided for the proposed retaining wall, batting cage concrete surface, and miniature golf (a general concept) . 10 . The plans do not indicate whether the proposed building (25' x 351 ) will be on a slab, piers, or full foundation. 11 . The drainage calculations do not appear to address the proposed development, specifically the additional pavement. They are stating they will have, "nearly zero (o) increased discharge" . Elizabeth A Warren Page Three January 11, 1993 Application #93-01P 12 . It is my understanding that the proposed miniature golf will not have large amounts of grassed areas which require fertilizer, herbicides, and the like. This should be discussed and clarified with the Commission. 13 . These comments should be addressed prior to approval by the Commission. YX LAW OFFICES FEB 1 1993 .+1 OH N J. WOODCOCK IIi 395 BUCKLANQ ROAD SOUt11` Windsor i P. o.BOX ee4 tNLAftb WEi LANDS AGENCY y SOUTH WINDSOR, CONNECTICUT 06074 SONURVATION COMMI8410N JOHN J.WOODCOCK III - d - - *ALSO ADMITTED IN MAS5ACHUSETTs - - - TELEPHONE (203_)644-2431 February 1 , 1993 Kenneth J. Pudeler, P.E. , L;.S. ` Pudeler Engineering 543 North Main Street Manchester, CT 06040 5 Re: Miniature. Golf and Batting Cages for Dairy Queen 346 Sullivan Ave. , South Windsor, CT 06074 Dear Mr. Pude l er c' Thank you for your letter of January 28, 1993 I appreciate your prompt response to my clients' concerns, I must advise, however, that : your reference to your cli'ent's . detention facility ; entering :. natural wetlands and pond area -near the Podunk.' River, gives rise to concerns that we- have inasmuch the Pod:unk River, flows .through my clients' property,. There is no easement or right to drain through my -clients'` property. I would appreciate clarification on this: As, to your suggestion that my clients walk the Dairy Queen site with ` you, please give Mark Woodcock (Ph.#E 528-4144) a call with respect to making a appointment for that purpose., As tomy letter of January 25, 1993, I must assume from your response that the ponding that is taking } place on A.F. Associates' property immediately to the east of the Dairy Queen, is ' not attributable; to your client or your client's activities. We' ll be conducting our own investigation to "try to arrive at an explanation as to why this- , is happening. Thank :you for your courtesy. With .best regards, I 'am Ve y tru y,your"' : � n J. W odcock, ITT JJW:vp cc: 40uth Windsor Inland Wetlands Commission f JOB PUDELER ENGINEERING SHEET NO. OF 2— Civil Engineering • Land Surveying CALCULATED BY �� DATE -2.��°f93 543 N. Main St. Manchester, CT 06W CHECKED BY DATE SCALE ...... __. S..c_r�P ._. OL(/� _.......r` l. --. . E' . fc r /I _.._ Tor...T 4�c: .. rrri OJ✓^ l�!� Gti�' .... y 7 }y 7 Ge/Gl 1...`0� ._clime Ili .i tJ u!5 P4s/ rfGs* �S -- //✓ePv l�r" ,--cr...._._! �Grr S tlS� .. e .... x .....t'u me rid. Pv 7 a� u ° / 12,0 J -._ = 7, r�`,� 11yc - � , Vrl FFR 261993 - - South Windsor - ... Planning & z _-.::- -- ng.... . Zoning Commissiotl _._,�� ,'_1S - a/'P /�T Cu 'v - � ljrdrrtvo•' rd� / - r Sruf' ._. — {� 4r�7�Cra f (,vrr a/,c s ' 7io JOB PUDELER ENGINEERING SHEET NO. OF Z Civil Engineering • Land Surveying CALCULATED BY DATE 543 N. Main St. Manchester, CT 06M CHECKED BY DATE SCALE .._ -- --- _... --._... 70 r f� / w' L)1zz t,o-o 5p t 7� . r ��/ j rli�"•�P J'�'jc.�' v �i x:x�..fig.-. - ...... .... .-- - {yTrr �v L/ 2�1 f r ... Srr r�Cld'�s 3 9'7l _- - _.- .......... ..._ - ....... 37 - - , � f T Z w�2 - __ ... - - - . -- �-� 3j - 3 3�5 v t 7 47' _30 ----- _ �_.9q y . . ..__.. ,� ,� ----- --- _ . - �.as U --� g�7 Worksheet 2: Runoff curve number and runoff Project �GL�P.�. �y _ Date Location ry pr 'v. xr:lt o�.� �v->T s.�c Otecked Date Circle one: rem n Developed 1. Runoff curve number (CN) Soil name Cover description Area Product . and CN / of hydrologic (cover type, treatment, and 1+ sn v CN z area group hydrologic condition; e., N N aces Percent impervious; .9 Omi unconnected/connected impervious ,0 m m p% (appendix A) area ratio) a4, � Fr T - 31,' 20� 1 � / 7/(7 70,2 , A .k 7TYat,�d � 3CJV7� �'�ti s"a�. 1/ Use only one CN source per line. Totals CN (weighted) _ total product = l2�l.l0 . gZ 9>� Use CM - $J total area 1.K96 2. Runoff Storm #1 Storm #2 Storm #3 $Tcrwy Frequency ,...,......................... yr -7- /0 ;2 /OU Rainfall. F (24-hour) .................. to 3.2- q. 7 - t. 62 z.9'l Runoff, Q .............................. !a (Use F and CN with table or sqs. 2 3 and 2-4.) Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project , l�Y ��/���� By Date f Location 710 �tr`� �r'*�c d y V^)' SeA Checked Date Circle one: resent Developed Circle one: Tc 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 ( _ 4. Two-yr 24-hr rainfall, P2 in 5. Land slope, s .............................. ft/ft 6. Tt 0.007 (nL)0.8 T hr + P 0.5 s0.4 Compute t ...... 2 Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... r 8. Flow length, L ............................. ft 9. Watercourse slope, s ....................... ft/ft 10. Average velocity, V (figure 3-1) ........... ft/s 3 11. ITL t 3600V Compute Tt .•..... hr � Channel flow Segment ID 12. Cross sectional flow area, a ............... ft2 13. Netted perimeter, pw ....0...........0...... ft 14. Hydraulic radius, r - pa Compute r ....... ft v _ 15. Channel slope, s .....6..................... ft/ft h 16. Manning's roughness coeff., n .............. 2/3 1/2 17. V . 1.49 r s Compute V ....... ft/s 2 In 18. Flow length, L ............................. ft 3 7'0 19. Tt 3600 V Compute Tit ...... hr • pf. + t�5 20. Watershed or subarea Tn or Tt (add IT in steps b, 11, and 19) **woo** hr 1 Sr 0, 1 4210MI•TR-55, Swmd Ed.,.Vole 199M 133 Worksheet 4: Graphical Peak Discharge method Project J9a t� Q(.l{�� // gy Date Location To Pe T'a., ;..d 64, Checked Date Circle one: res Developed 1. Data: Drainage area •......... _ • Oo2337yai2 (acres/640) 1' 4/QG/f Runoff curve number .... CN = $ 3 JFrom worksheet 2) Time of concentration .. Tc = 077 hr (From worksheet 3) Rainfall distribution type !`�_ (I, IA, II, III) Pond and swamp areas spread throughout watershed ..... . _ !� 9'3 X pe cr ent f Am t acres or mil covered) Storm #1 Storm #2 Storm #3 Q Y 2. Frequency ... .. . ...0. .................... yr 3. Rainfall, P (24-hour) in I 4 Initial abstraction I in (Use CN with table 4-1.) 5. Compute Ia/P 057 , r7V ,r f 6. Unit peak discharge, qu ............ ..... c$m/in d sU 6,/0 (, 60 6 60 (Use T. and Ia/P with exhibit 4. ) ` 7. Runoff, Q ............................... in ( ? G (from worksheet 2). 8. Pond and swamp adjustment factor, Fp .... 7/ ' 71 7� (Use percent pond and swamp area with table 4-2. Factor is 1.0 for zero percent pond and swamp area.) 9. Peak discharge, qp ...................... cfs 1, 7;_ 3, /`�' 3 ��` �. 33 (Where qp = guAnQFp) Worksheet 2: Runoff curve number and runoff Project _ / Y ����/�/ by Date 2 ir-/q Location To Checked Date Circle on �esentDeveloped 1. Runoff curve number (CN) Soil name Cover description Area Product and CND of hydrologic (cover type, treatment, and d CN x area group hydrologic condition; 1 acres percent impervious; rL 0 nit unconnected/connected impervious C)% (appendix A) area ratio) E, A-9tp u.�C 2/ Use only one CN source per line. Totals = total product CN (weighted) total area .7 Use CK 2. Runoff Storm #1 Storm. #2 Storm 0 Frequency Fr :2 S" /OU Rainfall. F (26-hour) .................. in �i•2 f'/• 7 ,r, 5 4 Runoff, Q .............................. i n IF,`7yh� �� 7� �.3�/ (Use P and CN with table or *qs. 2-3 and 2-4.) nq A"rLVI.TRAR anft„ A to 3 . mom Worksheet 3: Time of concentration (Tc) or travel time (Tt) ( Project Al By Date f /4? l Location Checked -Date Circle one: resen Developed Circle one: Tc 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 4. Two—yr 24 hr rainfall, P2 .................. in S. Land slope, s .............................. ft/ft 6. T _ 0.007 (nL)0'8 Compute Tt ...... hr { _ t P 0.5 s0.4 E--] 2 Shallow concentrated flow Segment ID \ 7. Surface description (paved or unpaved) ..... l 8. Flow length, L ft 9. Watercourse slope, s ....................... ft/ft 10. Average velocity, V (figure 3-1) ........... ft/s 11. T L Compute T hr + t = 3600 v t Channel flow Segment ID 12. Cross sectional flow area, a ............... ft2 13. Wetted perimeter, P. ....................... ft 14. Hydraulic radius, r = Pa Compute r ....... ft v S�{ 15. Channel slope, s ........................... ft/ft C 16. Manning's roughness coeff., n 2J3 1/2 a 17. V 1.49 r s Compute V ....... ft/s 18. Flow length, L ............................. ft 19. Tt = 3600 V Compute Tt ...... hr + 20. iiatersbed or subarea Tc or Tt (add Tt in steps 6, 11, and 19) hr J (210-VI-TR-55, Second Ed.,June IM B-3 Worksheet 4: Graphical Peak Discharge method Project 00 l ry 0Gee P,v By r! Date Location %v Checked Date Circle one: rrisepi Developed 1. Data: Drainage area .......... _ •Oy/(>Qy U12 (acres/640) , 70' Runoff curve number .... CN = {From worksheet 2) Time of concentration .. Tc = •ivr113 hr (From worksheet 3) Rainfall distribution type (I, IA, 11, III) Pond and swamp areas spread throughout watershed ...... C2 percent of m ( acres or ail covered) Storm #1 Storm #2 Storm 03 /� 2. Frequency yr /a z 3. Rainfall, P (2:-hour) in 1 3, 2 7 ��S 4. Initial abstraction, I8 is (Use CN with table 4-1.) 5. Compute Ia/P ,?� / r l `�/ . 163 .130 6. Unit peak discharge, qu ................. cam/in (Use Tc and Ia/P with exhibit 4-,ram) 7. Runoff, Q ............................... in L 871rr b 75 2, 3Y (From worksheet 2). 8. Pond and swamp adjustment factor, Fp !" O rf o (Use percent pond and swamp area ` with table 4-2. Factor is 1.0 for zero percent .pond and swamp area.) 9. Peak discharge, qp ...................... cfs .52 1,2( (Where qp • qu%QFp) Dot 014VI-TR45, SmW FA,June IM Worksheet 2: Runoff curve number and runoff Project Yl my - Date2 iv q3 Location /i' ,�f `,-c--,,-- Necked Date Circle one: Present veloped= .1. Runoff curve number (CN) Soil name Cover description Area Product and CN of hydrologic (cover type, treatment, and cv CN x area group hydrologic condition; cv !i Ji ❑aces percent impervious; a N N ❑zi- unconnected/connected impervious .0 to w ❑% (appendix A) area ratio) f.,a w w v e T/O 77 lc, 6.2 2 Y. I/ Use only one CN source per line. Totals �' 3svz //4s,23 total product CN (weighted) _ •/ ;5U256. the CW - total area 2. Runoff Storm #1 Storm #2 Storm 0 'rY Frequency ............................... yr 2 /o :2 f /OU Iainf all. P (24-hour) .................. s: 3•Z �/ 7 3�S `� 9� aunoff, Q .............................. 3a 3- 34' y. (Use P and CN with table 2-10 #iS. 2-1, or sqs. 2 3 and 2-4.) D-2 020-VI-77t-W SeeaW Ed,hae UM ' : Graphical Peak Discharge method rksheet 4 Ro � I'aP Project D1 /�� ff �`/f/ by K Date Location Vic- P,7. ea lC ''S' Checked Date Circle one: Present �Velope 1. Data: Drainage area ......,... -a G �/096 U12 (acres/640) Runoff curve number .... CN s S (From worksheet 2) Time of concentration .. Tc • .rarL�shr (From worksheet 3) Rainfall distribution type - i _ (I, IA, 11, III) Pond and swamp areas spread throughout watershed ...... = G•6 �� percent of m ( acres or mil covered) • v'e, = G•' ' Storm #1 Storm #2 Storm #3 ` y 2. Frequency yr .2 /0 2 1 !� 3. Rainfall, P (24-hour) in I 3"2 4. Initial abstraction, Ia in -7Y` ' 27"� ' `� 73 21�3 (Use CN with table 4-1.) 5. Compute Ia/P ............................ 6. Unit peak discharge, qu ................. cam/in (Use Tc and Ia/P with exhibit 4- ) 7. Runoff, Q ............................... in (From worksheet 2). S. Pond and swamp adjustment factor, Fp .... . 7U y 7o (Use percent pond and swamp area with table 4-2. Factor is 1.0 for zero percent pond and swamp area.) 9. Peak discharge, qp ...................... efs 7- G3 �r. 3 0 �.OS f•35 (where qp ' qu aQFp) D{ MONIMR-K Second Ed.,June "M Worksheet 2: Runoff curve number and runoff Project 6I4e�71V my / Date Location To r-e- 5 OU Checked Date Circle one: Present vel 1. Runoff curve number (CN) Soil name Cover description 1� Area Product and CN- of hydrologic (cover type, treatment, and rw fn CN z area group hydrologic condition; :v 1 acres Percent impervious; -0 e', 1 ❑mi2 unconnected/connected impervious .0 m as Q% (appendix A} area ratio} E+ 06 i 3 a 4,3213 C 1J Use only one CN source per line. Totals 3 SG 3`/• f�'>/ CN (weighted) total product �3h' 0`{ ! ��•07 Dse tX = _fib total area ,3�66 • 2. Runoff Storm !1 Storm #2 Storm t3 '0�y Frequency .............................. Tr . �- /o ;S /OC> -Zainfall. P (24-hour) ....•....•........ Sa 3, � L/ 7 S 5 L7' q 2tunaff. Q .............................. la ;2-1 3.3 q t/ �5S o (Use P and CK with table 2-2, or age. 2-3 and 2-4.) n� 4Mavt.TTLM Ra"ma ra Inn&Uffin Worksheet 4: Graphical Peak Discharge method Project 'Y 69V1-eti By �U' Date '2 /eAr Location To Chucked Date Circle one: Present Developed 1. Data: Drainage area .......... _ +.aoobo;r 1Ri2 (acres/640) { 3 g6 5- Runoff curve number .... CN = (From Worksheet 2) Time of concentration .. Tc = hr (From worksheet 3) Rainfall distribution type (I, IA, II, III) Pond and swamp areas spread throughout watershed ...... D percent of Am ( acres or mil covered) Storm 01 Storm #2 Storm #3 `� t a .2- � 2. Frequency ..... . ......................... yr /v 3. Rainfall, P (24-hour) ................... in 3 7 4. Initial abstraction, I in 374' 32! 6 . 32- .3Z (Use CN with table 4-1.) 5. Compute Ia/P O( 6. Unit peak discharge, qu ................. cam/in (Use Tc and Ia/P with exhibit 4- ) 7. Runoff, Q in (from Worksheet 2). S. Pond and swamp adjustment factor, Fp .... (Use percent pond and swamp area with table 4-2. Factor is 1.0 for zero percent pond and swamp area.) 9. Peak discharge, qp ...................... cfs (Where qp ' gU%QFp) D4 CIOVI-TR-W, See W FA,June IM JOB PUDELER ENGINEERING SHEETNO. /. OF Civil Engineering • Land Surveying CALCULATED BY- DATE 2/io�93 543 N. Main St. Manchester, CT 06M CHECKED BY DATE SCALE �jClfGlA/l/e�'.✓r` ° �}e7orP t2y'C� /� �✓ 1�d�`!✓r T/dtz'3 _.._ - - -----..... '417 evi --_. ..... _. ........... ....... ..__. e cx . a 7P -- e _- a� / is � ar = _ _ ..... f r . 7....... d� vr riv, Q ram n y - ./mooPGrrD%z'' - _ .... sir 7c 1�- ...__ .... y _ Z?t S._G��' .rr' -/��5_-7 T JOB PUDELER ENGINEERING SHEET NO. ( OF Civil Engineering • Land Surveying CALCULATED BY Li6— DATE Z/Z 543 N. Main St. Manchester, CT 06M CHECKED BY DATE SCALE W --z ............. Ors ........ _-�" i _ - } i .... ° �x� - . b ....... _..-..... ......................./`/ '/ :._.__.. ...... //_.... 2.zr . s` , t �7s s� 30 . ......_ - T�s T I Dcp7�- �, � t�....r -rrr ,A suf-'V G / 1 , 2 `fir .. _ l, 5 T _ r__...._.-. _ 3 119 UPPER WATER SURFACE ALLOWED TO FALL AFTER FILLING PERMEAMETER TUBE t (GREASED) � K= (H1- Hp) _ L THIN SAND LAYER OR-----* HI POROUS CLOTH TO PREVENT EROSION H t SOIL SAMPLE L Q PAN — OTTAWA TESTING SAND Figure 26-6 - Falling Head Permeability Test / In the falling-head method, the permeability is calculated by measuring the rate L at which the water level above the sample surface falls. Refer to figure 25.6. The following equation is used. K = (H1-H2)L t x H1+H2 • 2 Where: H = Hydraulic head at start of test, in inches. H1 - Hydraulic head at end of test, in inches. L2= Length of sample, in inches. t = Elapsed time, in minutes. K = Sample permeability, in inches/min. This can be converted to feet per day by multiplying the result by 120. inches x 1 ft. x 1440 minutes minute 12 inches day Example 1: A 6 inch long undisturbed soil sample is collected in a 111 inch diameter to be. After thorough saturation, the water level above the surface of the sample is measured to fall 3 inches in 12 minutes. - Therefore: R1 = 31 inches L - 6 inches H2 = 8 inches t - 12 minutes `- (H H )L (11-8) x 6 = 0.16 inches/minute t H +H 12 x 11+8 K 120 x 0.16 = 19 ft./day JOB PUDELER ENGINEERING SHEET NO. Z OF Civil Engineering a Land Surveying CALCULATED BY DATE 2 543 N. Main St. Manchester, CT 06M CHECKED BY DATE SCALE k D _ .. . x _ . . .:..... : �., �{ _........... ....... i;fit N `.. 5y. y....--- 6 y f /6(75 - 2 ' 1.� X 6�s�5 �5 .. - -. 7 5°l1 y ..__.. . _ _.... . ._6.T.... - " JOB PUDELER ENGINEERING SHEET NO. y OF Civil Engineering • Land Surveying CALCULATED BY DATE 543 N. Main St. Manchester, CT 06M CHECKED BY DATE SCALE _._ s _ r . -- ._ ..... 50. / . `fi{.._.� s �_ o Tit. : . 4gr. .. o S` sl .��-4� _.. Pla yr`Wrj �u rfeal� 55 N07� *. sTD,re d� t'/ ram ................. ....._ - .. L _ �e ter a! -ta .. _.... ee -ram _. D•r/ ._ - a 1 e-4.�� ....S Y .._.. �u..ffr ...-__( G!i. ✓s _..-. cam _ {r... 7 _C _ - fy /Cr • �l�Qr-r�r R�irlQ'ttO✓/rKCI A 6` _5 a, e- - .... .. — .... .. .... -.. - - - f !` _ P�L ......... ,.._. r � . PUDELER � ENGINEERING Civil Engineering • Land Surveying 543 North Main Street Manchester, CT 06040 DNA L Phone: (203) 649-0462 Fax: (203) 646-0310 February 11, 1993 Elizabeth A. Warren Chairman, IWA/CCU Town of South Windsor %- 1540 Sullivan Avenue South Windsor, CT. 06074 All RE: Application #93-01P Dairy Queennl Miniature Golf Course and Batting Cages 345 Sullivan Avenue South Windsor, CT. 06074 Dear Chairman., We wish to amend our Wetlands Application form to include all the work proposed on our plans . The application did not list all the activity such as removing a large oak tree in the wetlands area or any of the work within the regulated setback areas . In the setback area we wish to construct a five person batting cage with a concrete floor, fully fenced to keep the balls in. This area will drain to the wetlands through a 6" pipe that will terminate uphill of the wetlands and have one cubic yard of modified riprap as an energy dissipator and flow disperser . We wish to also construct an 18 hole Miniature Golf Course, most of which is within the wetlands setback limits . To elevate and level the playing area, a _retaining wall -is proposed around two sides of the golf course . This retaining wall will serve to keep the golf course separate from the wetlands . The Keystone or VERSA- LOK retaining wall proposed is built with almost no activity on the wetlands side of the wall . A portion of the parking lot serving the Miniature Golf and Batting Cages as well as sidewalks, the entire proposed all purpose service building, and the new storm drainage catch basin are within the setback limits . r Several items within the setback limits will need detailed "shop" drawings to fully describe the construction and grading of each. The appropriate drawings will be submitted to Town, staff for review and compliance before construction. These items are : 1 . The Batting Cage 2 . The Retaining Wall with P.E. stamp 3 . The Miniature Golf playing area with layout and elevations 4 . The all purpose building ' s construction drawings Very truly yours, Kenneth J . Pudeler, P.E. ,L. S . KJP/alp L2 DQSW-9#2 .LET CC: South Windsor Planning & Zoning Wentworth Development and Investment, Limited Partnership h PUDELER ENGINEERING Civil Engineering • Land Surveying 543 North Main Street, Manchester, CT 06040 Phone: (203) 649-0462 Fax: (203) 646-0310 February 11, 1993 i Elizabeth A. Warren Chairman, IWA/CC Town of South Windsor 1540 Sullivan Avenue 2`f'c^2A0 South Windsor, CT. 06074 �9 �,��� � a RE: Application #93-01P ' �` Dairy Queen , Miniature Golf Course and Batting Cages 345 Sullivan Avenue South Windsor, CT. 06074 Dear Chairman, We wish to amend our Wetlands Application form to include all the work proposed on our plans . The application did not list all the activity such as removing a large oak tree in the wetlands area or any of the work within the regulated setback areas . In the setback area we wish to construct a five person batting cage with a concrete floor, fully fenced to keep the balls in. This area will drain to the wetlands through a 6" pipe that will terminate uphill of the wetlands and have one cubic yard of modified riprap as an energy dissipator and flow disperser . We wish to also construct an 18 hole Miniature Golf Course, most of which is within the wetlands setback limits . To elevate and level the playing area, a retaining wall -is proposed around two sides of the golf course . This retaining wall will serve to keep the golf course separate from the wetlands . The Keystone or VERSA- LOK retaining wall proposed is built with almost no activity on the wetlands side of the wall . A portion of the parking lot serving the Miniature Golf and Batting Cages as well as sidewalks, the entire proposed all purpose service building, and the new storm drainage catch basin are within the setback limits. Several items within the setback limits will need detailed "shop" drawings to fully describe the construction and grading of each. The appropriate drawings will be submitted to Town staff for review and compliance before construction. These items are: 1 . The Batting Cage 2. The Retaining Wall with P.E. stamp 3. The Miniature Golf playing area with layout and elevations 4 . The all purpose building's construction drawings Very truly yours, Kenneth J. Pudeler, P.E. ,L. S . KJPJalp L2 DQSW-9#2 .LET CC: South Windsor Planning & Zoning Wentworth Development and Investment, Limited Partnership R L JOB PA f Y e n SHEET NO. OF 2— PUDELER ENGINEERING Civil Engineering • Land Surveying CALCULATM V �3 643 N. Main St. Manchester, CT 06M CHECKEDBY SCALE FEB 1993 ? v r' S�O r sir�z%�✓a te -Solltb..Windsor- INLAND WETLANDS AGENCY1 CONSEI1VATION7COMMISSIO1V__.__ _ ... ........ y YU_s g.1✓rc GrJ Gr-1f p� ----- 7Qn 7 / �' - ^� '` was ----- -- _-.r_......- - e ...__ �-r-_._. c�-u �� was...............- T< ... 'l1frs. �rl ry_DQ7,,-,) I7e. -- Ar1a. / r s .YO,I--er-e z Xy - -- ---.._er /u 4: ---- y / --------- 3_ 72 Wf Ala«4 pp nr ..../7y r!lod '' 'ASS XR ............_...._�___ 70 PUDELER ENGINEERING SHEET 40. r O Z • Civil Engineering • Land Surveying CALCMATEDBY t"^ DATE 543 N. Main St. Manchester, CT OUAO CHECKED BY DATE SCALE _ /{lu 5 11 `PJ - ._. '//L�c'f . ._ .—Tom'__. f. S�' _ - _._..- -- ... - Our TD Tit s �� / ErrKt3 iv �r __ .5 _ .... _ 6-._.- .de, ,,— r f�-r Ili YT z/ 2 S-� fT ;__ - _ _ i - ---- (!- - _3 3 2 7 - ----- - i --- --- -— - -- - _ 2 l 345 vy � v.zoo Worksheet 2: Runoff curve number and runoff Project r,/ by _ Date Location to Ar--^ ep,- sv�,T s•'�� lCheched Data ` Circle one: rem n Developed 1. tunoff curve number (CN) Sail name Cover description Area Product and CV, of hydrologic 4cover type, treatment, and CN z area group hydrologic condition; si 'i •i filoacres ipercent impervious; • `" er Omi-- unconnected/connected impervious 2 w as ❑% (appendix A) area ratio) , � $6 Fr 5'8 443Sac 1li7- 9 , -7V 70,?- ,y.�,�, i, y7,1y 4 1� Use only one CN source per line. Totals s CN (weighted) . total product 12�/./0 g?,9�� the Cif $3 total area 2. Runoff Storm it Storm 22 Storm 0 STor.. 'rs� frequency .............................. Tr -2- `l/o i ;2 f- /OCR ftinfall, IP (24�hour) .......•...t.....• �'� �` 7 �• `j Runoff, Q .............................. #a �. (Doe ! and ily with table 2-11, #t2. 2-1, or eqs. 2-3 sod 2-4,) • a IA-S"_M ce: r- .a r t W - roes Worksheet 3: Time of concentration (Tc) or travel time (Tt) 4 Project P A//�y Dy Ke, Hate Location 7o Pe?,,w, /¢1-'.,r d'y &1--, ' S"A Checked Date Circle one: c6iseDDeveloped Circle one: Tc Tt through subarea !TOTES: Space for as many as two segments per flow type can be used for each trorksheet. Include a sap, schematic, or description of floe segments. Sheet flow (Applicable to Tc only) Segment ID 1. Surface description (table 3-1) 2. Manning's roughness coeff., n (table 3-1) .. 3. Flow length, L (total L < 300 ft) .......... ft d. Tiro-yr 24-hr rainfall, P2 .................. in 5. Land slope, s ft/ft 0.007 (nL)0.$ I+E:Jw 6. Tt Me0.5 0.4 Compute Tt ...... br P2 s Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... r Be Flow length, L .................4........... ft f 9. Watercourse slope, s ....................... ft/ft 10. Average velocity, V (figure 3-1) ........... ft/s �' 3 11. T = L Compute T ...... hr O f Q J+ r t 36DO v t Channel flow Segment ID 12. Cross sectional flow area, a ft2 13. Wetted perimeter, pY ....................... ft 14. Hydraulic radius, r • t p Compute r ....... ft v 15. Channel slope, s ........................... ft/ft lb. Manning's roughness coeff., a /5 2/3 1/2 F► 17. V . 1.49 ra a Compute P ....... ft/s 18. Flow length, L ............................. ft 3�p 19. Tt 3600 V Compute Tt ...... hr • Of-( + 20. Watershed or subarea TC or Tt (add Tt in steps b, 11, and 19) ..r.... hr M(LVT.TR,M RmwA FA_Jsme nM Worksheet 4: Graphical Peak Discharge method project Date 2/10 93 Location ry Pe r,'Lk W-sT s. Checked Date Circle one: rem Developed 1. Data: Drainage area .......... J� _ .Oo�3 a�s�2 (acres1640) Runoff curve number .... CN - $ 3 (From worksheet 2) Time of concentration .. Tr - 0 7 3 fir (From worksheet 3) Rai 1 type nfa 1 distribution t 2T (I, IA, II, LII) Pond and swamp areas spread /x 3"'10" 2 throughout watershed ...... - S `r; 7 percent of An ( acres or zi covered) l Storm #1 Storm #2 Storm #3 2. Frequency .... . .......................... yr .2 /0 2 � lee-, 3. Rainfall, P (24-hour) fn 3. 2 9� mot, 7 ,S 4. Initial abstraction, I j�l� �1y Lt 1 Y (Use C9 with table 4-1.) S. Compute Iai! ............................ L , l�5' ,Df7 ,a7Y5� oS`t 6. Unit peak discharge, q coulin (Use T. and Ia lP with exhibit (From worksheet 2).S. Pond and swamp adjustment factor, fp .... 7/ ?/ - 71 7 f (Use percent pond and swanp area +with table 4-2. Factor is 1.0 for zero percent pond and swamp area.) f. 7S l�' �Y G. 9. teak discharge, qp ...................... cfs 3, 3. 3 3. Whereqp - qu UQFp) IN 4WVI-TRK Seeaed£d,hae 11i96) Worksheet 2: Runoff curve number and runoff Project - �l¢ /Q y /Y Y'LZ4-A/ by Date .2 in�4" l Location Ty SdwT a...I EoPr clucked Date Circle on resent Developed 1. Runoff curve number (CN) Soil name Cover description Area Product and CN of hydrologic (cover type, treatment, and N CN x area group hydrologic condition; N ac;es :Percent impervious; V E3&i- unconnected/connected impervious .0 ❑% ja (appendix A) area ratio) t-I �w 96 17 o- 1/ Use only one CN source per line. Totals - Qd (weighted) . total product s Y5'3 /_ HseCX a total area .7 , 2. Runoff g More 01 store i2 Store 0 frequency .............................. Tr -7- /o gainfall, t {ti-hour) .................. � ?i•� �. 7 S. }� -C tuoof f� Q .............................. 3a .7Y5� f, 7 S �.3� 3.Sly"` •. (Dee P and t!t with table 2-10 fit. 2-19 -or "s. 2-3 a" 2•4.) Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project D .4 'R 'Z Al By Date ;?/< Q3 Location Checked Date Circle one: resen Developed Circle one: Tc T't through subarea MOTES: Space for as many as two segments per flow type can be used for each worksheet. Include a snap, 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 4. Two-yr 24-hr rainfall, P2 .................. In 5. Land slope, a ............................. ft/ft 0.007 (nQ0.8 + • 6' Tt P 0.5 s0.4 Compute Tt hz 2 Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... 8. Flow length, L ............................. ft 9. intercourse slope, s ....................... ft/ft 10. Average velocity, V (figure 3-1) ........... ft/s L hr + 11. Tt = 3600 V Compute Tt ..i.... Channel flow Segment ID 12. Cross sectional flow area, a ............... ft2 13. Wetted perimeter, P. ....................... ft 14. Hydraulic radius, r • 8 Compute r ....... ft w S.0- 15. Channel slope, s ........................... ft/ft Lem-er - ;heeTt 16. Manning's roughness coeff., o .,............ 1.49 r2/3 61/2 17. V • Compute v ,...... ft/s n IS. Flow length, L ............................. ft 19. IT 26L0 Compute Tt ...... 1tr + • 20. Vatorsbed or subarea Tc or It (add Tt sa steps 6, 11, and 19) ..r.... br 010-VI-TR-K Secood Ed.,hme Iles} D-3 Worksheet 4: Graphical Peak Discharge method Project '00;n' 0' re �'*� iy Date m v� Location %v 51,,77, Checked Date Circle one: rase Developed 1. Data: Drainage area .....,.... AS _ 00/09-K U12 (acres/640) . 700 Runoff curve nuisber .... CN • (From worksheet 2) Time of concentration .. Tt s • wrc� hr (From worksheet 3) Rainfall distribution type = c - (I, Il►, 11, III) Pond and swamp areas spread throughout watershed ...... _ C2 percent of An (_,acres or ail covered) Store #1 Storm #2 Storm #3 Qy 2 /O 2 /G!J 2. Frequency yr 3. Rainfall, P (24-hour) in 3, 2 1 `/ 7 4. Initial abstraction, I a (Use CN with table 4-1.) 130 5. Compute I=/P ............................ . 6. Unit peak discharge, qu ................. 4512lin (Use Tc and Ia/P with exhibit 4- F-7f ) 1. Runoff, Q ............................... in (from worksheet 2). S. Pond and swamp adjustment factor, Cp S... (Use percent pond and swamp area frith table 4-2. Factor is 1.0 for zero percent pond and swamp area.) 9. Teak discharge, qp ...................... efe , .52 /.Zl l.�y 2•�;3 (where qp • VMQFp) D4 =O.VI-TRW, Sesand U,Jame UK Worksheet 2 Runoff curve number and runoff Project �/� �/�� �f/✓ by I,-- Date1 ��' q3 Location /i' ��Y,'��- /Sr�'' tt (,tJ�s r Checked Date Circle one: present �*ped 1. Runoff curve number (CN) Soil name Cover description area Product and CN of hydrologic (cover type, treatment, and N CN a area group bydrologic condition; we se •i Daces Percent impervious; 0 eq sv Dzi" unconnected/connected impervious A ;m ao ❑% (appendix A) area ratio) �, w 86 t 'J 9$ .gy77 V73 366d - 'fce-, aura' " o • 3137 `l'! (( . 3/37 /y. I'! { 1/ Use only one CN source per line. Totals • /, 3SvZ J/k.23 CN (weighted) : total product Use CM � total area / .;Sv2 , 2. 1<unoff. ,r Stars /1 storm i2 Stars 0 y Frequency ............................... Tr Sainfall. ! (24-bmr) .................. lunotf. Q .............................. is `�. /S S ily (Doe P and CH with table 2-1. tLS. 2-1. w a{s. 2-3 and 2-4.) 2u MIM TR-W Reend Ed.,Jae SO Worksheet 4: Graphical Peak Discharge method Project sy K.r_`' Date 2 1c/Q? Location if r.« eA lG1'0.' Checked Date Circle one: present velop*d 1. Data: Drainage area ....a....• �/096 U12 (acres/640) /` 3 S�7 Runoff curve nusber .... CN S C (From worksheet 2) Time of concentration .. Tc = •to,,-71"hr (From worksheet 3) Rainfall distribution type G_ {I, IA. II, III) Pond and swamp areas spread throughout watershed ...... G.G �� percent of Aa ( acres or ail covered) 7 Storm #1 Storm #2 Storm 3 2. Frequency yr 3. Rainfall, P (24-hour) in IZ `� 7 �• 4. Initial abstraction, Ia ................. in � • 77, L . ?73 . ? 7) Z�`3 (Use CAI with table 4-1.) S. Compute I=IP ............................ 5. Unit peak discharge, % ................. ram/in EEC (Use Tc and I=/P with exhibit 4- ) 7. Runoff, Q ............................... fn �, /� Q �, (; S.yd ` (From worksheet 2). 8. pond and swamp adjustment factor, Fp ,... (Use percent pond and swamp area .,ith table 4-2. Factor is 1.0 for zero percent Fond and swamp area.) �4 9. Peak discharge, qp ...................... cfs 2`65' �• 3O yOS S•3S (Where qp qu 6QFp) D{ 014YI TR 5, Saoeid Ed., hue IM Worksheet 2: Runoff curve number and runoff Project 0A/RY Q aleEy !1 Date Location Td Checked Date l Circle one: Tresentl ve 1. Runoff curve number (CN) Soil name Cover description Area Product and CN of hydrologic (cover type, treatment, and :t CN t area group hydrologic condition; ar i ; Oacres percent impervious; 41 13si'- unconnected/connected impervious .0 ;0 Q% (appendix A) area ratio) � ; ( 96 /dog ti 0 1 /G3G 6,32l3 1/ Use only one CN source per line. Totals . • 3 ire- total product � CN (weighted) i • Q$.a� Due CM • ;oral area ;3V65- ]'a 2. Runoff Storm #1 Storm #2 Store E Irrequency ....... Tr /D Rainfall, g (24-hour) /OC'Jr y L/ 7 ► f 3 3 q 'Y•t� S•g o (Vs* ! and CK with table 2-1, #is. t- ar eta. 2-3 aW 2-4.) some ISM n_vr_qMAM &---A ra V-- . ft • A Worksheet 4: Graphical Peak Discharp method Project 141x y 67a lee A- !y Date Location A 4os ,* at,-'f Sic Checked Date III Circle one: Present Developed 1. Data: Drainage area .......... An +_ave'60 U12 (acres/640) 3g6 5` Runoff curve cumber .,.. CN 5'3 (Froo worksheet 2) Time of concentration .. ?c hr (From worksheet 3) Rainfall distribution type � (I, IA, II, III) Pond and swamp areas spread 2 O percent of A ( acres or ai covered) • r u hour watershed ...... pe rce thog a Storm #1 Storm f2 Storm f3 2 /a 2. Frequency yr 3. Rainfall, P (24-hour) ................... in 4. Initial abstraction, Ia ................. In • 3 7 6 3 2 6 .3 Z 6 (Use Cy with table 4-1.) l D G6 S. Compute Ia/P ............................ . , `r .�S9 d'/73 6. Unit peak discharge, qu camlin (Use?. and Ia/P with exhibit 4- ) 7. Runoff. Q e.............................. in (From worksheet 2). S. Pond and swamp adjustment factor, Fp (Use percent pond and swamp area with table 4-2. Factor is 1.0 for zero percent pond and suramp area.) 9. peak discharge, q ......................p cfs (Where qp ' %sQFp) D4 *20-VI-TB55,S,wn Ed.,h ne lM T JOB r - PUDELER ENGINEERING SHEET ATO. of Civil Engineering • Land Surveying CALCULATED D BY DATE / n h ster CT 06M Main 543 N. ain St. Ma CHECKED BY DATE SCALE v .._.. ......... � _ -- -- --- -- f t _ re - - .. f (� ",r _ 7 �l7l�I i w' - 57 -_ - -- -- ------ -- yrc�r ---- - ------- -- --- ----- . .. . { ` G )oT� ..................... -.....:.f.. �r (1 ---—ws y - �--f/ cxr_ ..__._S l..O/`'n- _.._. ;0.'jr ft�ya ._ 7Q--• lf_ -._ChS�o�-. 1Gt`�r - -- C� ............ ---- ....- --- -- 5cc.f' ��� - cl � 1-47 mil, 7 Ire ------------- - X• _ .. ...: - -- — - -- —- --- 6 'x % _ /0. g , - — " rwR ILL el A r1c CA is ve MEMORANDUM March 3, 1993 TO: Marcia A. Banach, Director of Planning John E. McCahill, Zoning/Wetlands Enforcement Officer FROM: Jerry C. Iazzetta, Town Engineer RE: Dairy Queen - #93-01 We have reviewed the revised calculations dated 3/2/93 for the miniature golf course drainage (see attached copy) . Without a layout of the course itself, it is difficult to prove that all of the 10 year rainfall will be absorbed into the ground. The calculations submitted make the best attempt to show this, however without a course layout it is still supposition. It is believed that this absorption can be achieved even if drywells are placed in the course area. Therefore, . if this project is approved, we recommend an approval condition indicating that drainage calculations are to be submitted and approved by the Town Engineer after the course layout is finalized and before construction starts . JCl/jsv JOB PUDELER ENGINEERING SHEET NO. OF Civil Engineering • Land Surveying CALCULATED BY DATE_ T2,�L 543 N. Main St. Manchester, CT 05040 CHECKED BY DATE SCALE �... y-P l.�e e W, vil-�/ off' T7r r __. .._ 3 0 ...... .......... A A Suk!t 1v4r tlT7era t�f . .6 ef 7,7 } 30....X ©.........X j/Q /aGco c9 / j/rJf Ulr r/ ...- _...._ �/u�w off'Yo�'dl ee .. - - ... -- _ `/�r Syera G ova� 9 ble -d ?7d oOn�M•.rfnt.te�eeer.�arim,bre��_wc..r.�u...,mn.r.ru..urrrm�ma.�.-..�rr� �v-� _ - JOB r PUDELER ENGINEERING SHEET NO. OF Civil Engineering • Land Surveying CALCULATED BY f'--� DATE 543 N. Main St. Manchester, CT 06M CHECKED BY DATE SCALE - -3 /.l 7....... 5 ..__ ... . ..... ._. .... -- .--- � 3 yT -�S s - , -- _._ ... ..... ...... 2 _ ..... wdluuz of .s 70r"myc _ _ t 3 23d _- jiv/air Sa rQ►y s �. _ 6 _ - k 7a, - 913__ . ._ .... .. __. ._. FXKU2*100SMi2BS7IF t'®s�.Finknaa.014XT*0Wf XM1ifff14wz15-m MEMORANDUM March 3, 1993 TO: Marcia A. Banach, Director of Planning , John E. McCahill, Zoning/Wetlands Enforcement Officer FROM: Jerry C. Iazzetta, Town Engineer RE: Dairy Queen - 93-01P We have reviewed the, revised drawings dated 2/25/93 and revised drainage computations dated 2/24/93 for the proposed batting cage and miniature golf course at Dairy Queen. We have contacted the design engineer, Pudeler Engineering concerning the revised drainage calculations. It was indicated to them that the revision does not definitively show that the 10 year storm water on the golf course will be absorbed into the ground. Mr. Pudeler will review and contact us with any revisions . We have no comments on the drawings . JCl/jsv March 7, 1993 TO: Elizabeth A. Warren, Chairman, IWA/CC C FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: Application #93-01P, Dairy Queen Please accept this as a follow-up to my letter dated January 11, 1993 . Consideration has been given to documents, correspondence, and plans submitted up .to this date. IF APPROVAL IS CONSIDERED, SUGGESTED APPROVAL CONDITIONS INCLUDE: 1. The wetlands enhancement plan and recommended list of species to be used (as found in the "Wetland Enhancement Report - January 1993" , by John P. Ianni) shall be reproduced on the final plans . 2. Detailed "shop" drawings to fully describe the construction and grading for the: 1 ) batting cage, 2) retaining wall, 3) miniature golf playing area and 4) all purpose building shall be submitted to Town Staff for review and compliance prior to construction. 3. With regard to absorption of rainfall within the miniature golf playing area; the drainage calculations are to be submitted and approved by the Town Engineer after the course layout is finalized and before construction starts . JOB PUDELER ENGINEERING SHEET" OF Civil Engineering 9 Land Surveying CALCULATED B E DATE ZLb 1-7 543 N. Main St. Manchester, CT 06M CHECKED BY DATE SCALE .......... ............. .................... ............. .................. .......... ------------ ................. .......... ..................... ........................................ .............. .......... © T .............. ------------.............................. ..............—--------- .......... .. ............. 2- .............. ..................... ................ .............................. ............. ........... . .......... J.77.............. ;m--------------------------------- ndSor, .............. ...................... .............................. 7-2 P.-f aftyl; mvm�mcw .................... .... ... .................. ............ ---------- ..................- ............ .....................- .....................- ------------------------------------------------ ......................... ---------- x -14............- .......... ...... ...... ................... ....................... ...................... .......................---.-------------. ............. .................................. ------- e ............ ... .. ............ ................................... .................................. .................................... .......... .................................... ............. ................... ..... .......... ........................................- `Alcam, Tom, .............................. ........................ ............ ----------------- ............ .............. .......................... of �e .................... ................. .......... ........... ............................- .......................... ............... ---- ------- ............... ........... ........... ................................... ........... A,117 "9.- .......... ............... .......... ...... 'f . . ........... .............. .............- of ................ ............... ...... ...........- ............. .................. ...............-- ............... .......... le ............ -- .......... ....................... .................. ...........-..............--------------- ----- -------- oe ram ------------ ........... ...................... ------------ ...... ......................... .............d ...... ....................... .......................... ------- .......... ................... .......... ..................... ....... .. ............. .................. ............................................... ............. ............... ...........- .............-.........---- .................... ............ -W............ .. ........ j-........... ............. ................... ........- .......... .......... ... ......... )Af -C/- All r- 61 11".0-5 ...........-.......... ........................ ............ ------------- ........ 7.. .. ........ ...........- .......... .......... ............. ... ........ ........... ........ ...... ................. .......... .......... 7 6 2- x 2 , .......... ................................... ........................ ........... k: of ............ .......... .............- ........... -3� J/ 3 77 X kp/ Y ............. ...................... .................. Zw ........... .............. ............. ........... ........ ............... ........... M=M4-1 jW*SNO)2M I VW4 k-WK Mm.01471 To Or&NX MU FFU 141*MM 1 U Town Ole SOUL4 Vt�7�C � �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-C AREA CODE 203/644-2511 March 11, 1993 Karen D. Woodbury, Managing General Partner Wentworth Development and Investment Limited Partnership P 0 Box 961 Manchester, CT 06040 'Dear Ms . Woodbury: Re: Application #93-01P, Dairy Queen At the March 8, 1993 regular meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions application #93-01P - IWA/CC permit for the construction of a miniature golf course and batting cage on the rear portion of the property at 845 Sullivan Avenue, GC zone as shown on plans prepared by Pudeler Engineering, File No. SW-9, dated December 30, 1992 and revised through February 25, 1993. This approval is subject to the following conditions: 1 . Two blueprint copies of the entire set of final plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. 2 . Construction activities shall be subject to the approval of the Town Engineer. 3. The applicant shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . The permit is valid for three years and shall expire on March 8, 199.6 . 5 . All approvals required must be obtained and submitted prior to any activity on the site. 6 . A contact person shall be identified. directly on the final plans. 7 . We recommend a bond ih the amount of $5,000.00 to be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sedimentation control measures. Karen D. Woodbury Page Two March 11, 1993 Application #93-01P 8. The wetlands enhancement plan and recommended list of species to be used (as found in the "Wetland Enhancement Report - January 199311 , by John P. Ianni) shall be reproduced on the final plans . 9 . Detailed "shop" drawings to fully describe the construction and grading for the: 1) batting cage, 2) retaining wall, 3) miniature golf playing area and 4) all purpose building shall be submitted to Town Staff for review and compliance prior to construction. 10. With regard to absorption of rainfall within the miniature golf playing area; the drainage calculations are to be submitted and approved by the Town Engineer after the course layout is finalized and before construction starts . Very truly yours, Elizabeth A. Warren Chairman EAW/pmm cc: Planning & Zoning Town Engineer �SowN af,`� 7-own P SatdA ? co AndAiat s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ��tipsOR.coN�� AREA CODE 203/644-2511 March 25, 1993 CERTIFIED MAIL Karen D. Woodbury, Managing General Partner Wentworth Development and Investment Limited Partnership P 0 Box 961 Manchester, CT 06040 Dear Ms . Woodbury: Re: Application #93-01P, Dairy Queen Please be advised that the Planning and Zoning Commission voted on March 23, 1993 to approve with modifications the above-referenced application for a Site Plan of Development on property located at 845 Sullivan Avenue, GC zone as shown on plans prepared by Pudeler ' Engineering, File No. SW-9, dated December 30, 1992 and revised through February 25, 1993. This approval is subject to the following modifications: of an site work a meeting must be held 1 . Prior to commencement , g Y with Town Staff . 2 . No building permits 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. 00. 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8. 1. 10 of the Zoning Regulations. 5 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6 . Relocated dumpster must be on concrete pad and screened. 7 . Proposed miniature golf sign is not approved as part .of this application, as the site already has the maximum signage permitted. 8. The following South Windsor Police Services recommendations must be incorporated into the plans: a. High pressure sodium lighting in both parking areas and along walkway. Karen D. Woodbury Page Two March 23, 1993 Application #93-01P b. Change "winter rope" at entrance and exit to split rail fence. C. Show handicap parking spaces with pavement markings. d. Add "entrance only" sign for vehicles attempting to exit via entrance. e. Directional arrows on pavement in parking areas. 9 . Drainage calculations are to be submitted and approved by the Town Engineer after the course layout is fully designed and before construction starts . 10 . Stop sign and speed bump required at pedestrian crossing of main driveway behind Dairy Queen building. Black and white transparent mylars of Sheets 1 with the above modifications, together with four blueprint copies of the entire set of plans, 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 within 90 days .. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING AND ZONING COMMISSION • Louise C. Evans Chairman LCE/pmm cc: Inland Wetlands Agency/Conservation Commission Planning Director Chief Building Official Town Engineer Supt. of Pollution Control Assessor Fire Marshal Registrar of Voters South Windsor Police Services PUDELER ENGINEERING Civil Engineering • Land Surveying 543 North Main Street, Manchester, CT 06040 Phone: (203) 649-0462 Fax: (203) 646-0310 RECEIVED John McKahill July 19, 1993 JUL u,) Wetlands and Zoning Officer r Town of South Windsor - Town Hall 1540 Sullivan Avenue South Windsor 06074 4 Dear Sir; 1. During a recent meeting the owriers of Dairy Queen and the Ann Fields Shopping center on Sullivan Avenue discussed the mutual advantages to increasing pedestrian traffic between their parking lots . The flat lawn along Sullivan Avenue serves this purpose but further back a storm drainage swail and a strip of wetlands separates the parcels . To cross this strip of wetlands Mr . Woodbury has proposed a short wooden "bridge" . The stile of rails and post will create a bridge like look while structurally it will he framed and constructed as a pressure treated "deck " on concrete piers . A ten foot span will clear the wetlands so no digging or soil disturbance is required in the wetlands . A location was picked opposite the picnic area in front of the new miniature golf coarse . This location lines up with the, middle of the parking area behinds Ann Fields and makes all the stores and shops accessible . The chosen location will disturb the least number of cat tails and other wetlands plants . This "Bridge" is a change to the approved plan,, for 845 Sullivan Avenue and so will need approval from the town . very truly vours h�nnet J . Pudeler P .E ..,L . S cc David Woodbury L 2 S'Viv 9P, I J, e T- 4 ' EXISTING g' OPEN CURB F \ BUILDING FOR DRAINAGE T)�R--- q0 C #5 EXIST. Q' SANITAR c —SOLID BLDG YELLOW / FRIG. LINE C NNECT E IST.SANTOITARY U+ NITS N�W DUMPSTER j �o EN,C OSURE ,,.... i! MENU _ - BOARD ' 88MOVE LIGHT POLE SPEED 0 1 l \ R.M. TOP OF S.WEST BUMPS 0 SPEAKE 1 (BOLT ON BASE OF { L IGHT POLE 9. g91 LELEVATION gr'•S7 BCLC. 15 ` 0 — B LC c + , 1II �`86 BURIED (MOV UMp 8E.�0 1 M2 ,1 24 2 HP89.10 2� E TO -OPEN CURB NEW ENC SURE] , FOR DRAINAGE TYP. BST. PAF .40:CO Q I \ % v ti �►1Spx 0 g LY--� , BCLC �31 SIGN i�4 L I. E� XIT� t� H P 89.10 88.50 I ONLY j EW'C-C CB ND TRAP c') 92 r r 20 BCLC- (18"x24") 18"RCP IOSP x10:100 , m. 2 VAC S T11 15. 8 I I I �1, x ICN1C'T EA B . TYP. POINTED -t PROP. PAVEMENT ARROWS 1\ ��—+�� � I I , BLDG ON x I HEIGHT AND TYPE t 11 SLAB 8700 / I , TO VARY WITH GOLF COURSE REQUIREMENTS � 87.50 1 ' FENCE \ 1 DUM IGN AN P 22 L1 ` LANDSCAPE TIE RKING iI 1 ' \ AKING I I 23 I \ II 87.00 18 HOLE I \82 \ / MINIATURE GdLF ( ` ' 20,200t SQ)F . I / S4 OpF 1 1 8$/ 24 ELEVATIONS,GRADINq(� I RETAINING 1 � ` 35 \� I \ AND WATER HAZARD I 1 WALL(12 ) 1 I TO MEET GOLF COI�RSC q0.0e I Iq r REQUIREMENTS 1`P I SPECIAL WA 86 ' I 1 I 1 /I 2 _36 BACK FILL 8750 a I ` 9 // y,.�� ;A' ./1 Frv.n In/al/ 80 T0P-ik'M 5 Z E LEV.8,k\U0 16 I \ \Y'\ j BATTING CAGE � I \ CONC. SURFACE WATER Y INV.81. I 10', / INV. 80.50 ' LOW POINT 'O USE I CU.YARP OF ' ELEV82.00 MODIFIED RIPRAP I AT OUTLET 16 Ck / l WATER fi'SCHEDULE 40 84 \ ` \ PLASTIC DRAIN \ �t01114 SF,`� T-ate O-Ps-oa& �. � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR•Co AREA CODE 203/644-2511 July 22, 1993 Karen D. Woodbury, Managing General Partner Wentworth Development and Investment Limited Partnership P 0 Box 961 Manchester, CT 06040 Dear Ms . Woodbury: Re: Application #93-01P, Dairy Queen I am pleased to inform you that the Inland Wetlands Agency/Conservation Commission and the Planning & Zoning Commission approved your request to place a bridge across the Swale running between the Dairy Queen site and the Ann -Field Shopping Center (based on the letter submitted by Kenneth J. Pudeler P.E. , L.S . on July 19 , 1993 ) . The Planning and Zoning Commission is very supportive of your plans to interconnect the two sites to the mutual benefit of both sites and is pleased to see this type of cooperation between commercial sites . Please note that a staff site change order (enclosed) should be processed through Town Staff and a building permit will be required. If you have any questions, feel free to contact me at 644-2511, ext. 229 . Very truly yours , ohn E. McCahill Zoning/Wetlands Enforcement Officer JEM/pmm cc: Planning & Zoning Commission Chief Building Official Inland Wetlands Agency/Wetlands Commission MEMORANDUM TO: Planning & Zoning Commission FROM: Inland Wetlands Agency/Conservation Commission RE: Releases and Reductions of Bonds DATE: June 8, 1995 At the Inland Wetlands Agency/Conservation Commission June 7, 1995 meeting, it was voted to reduce/release the following bonds: Appl #93-01P, Dairy Queen: Present bond amount is $5,000; recommended reduction is $5,000; remaining bond balance is 0 Appl #87-103P, Linda Lane Estates: Present Bond amount is $5,000; recommended reduction is $5,000; remaining bond balance is 0 Appl #91-42P, East Coast Stairs: Present bond amount is $3,000; recommended reduction is $3,000; remaining bond balance is 0 Q � i ' U