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HomeMy WebLinkAbout1017 ELLINGTON RD APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP OV 1540 SULLIVAN AVENUE 7 644-2511 ext. 230 Bldg. Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Over$1,000— I Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt. No. MMA APPLICANT Jduc,041, ` L APPLICANT AD ESS APPLICANT'S PHONE # pC 03 `i 3 3;77. OWNER qOW N St OWNER ADDRESS OWNER PHONE _ S(9O 50?4 ESTIMATED COST$ 1600. OD C IS THIS A CONTRACT COST? Yes No FEE ENCLOSED $ tttv1I(� ° TYPE OF JOB: SO R•CO XNew Installation Alteration/Addition/Repair Revised 03/05/10 r • APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK �L n CI THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK /r CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT D �� I 1 Re LECTRIVAO"' EXpE-R-f UxCTOCAL SERVMf J jce e#E1-12W0 Fw&203.483.0439 Bmdowd 8203 483-7327 12 Cuum ccisl Stied mod,CT 06405 I M Suchada C Sim fe Bnst V U a4 my 82M9 W pew�c at I D -Nme or Dam is,El-125230 Contractor STATE OF CONNECTICUT ELECTRICAL UNLIMITED-CONTRACTOR JOIN M SUCHECIQ ;I 10 DOGREL-RD VERNON,CT 060" UC. 'AEG NO I E F WE EX IA S i B:LC.0w?30-El 10./01/2011 09/30/2012 i'SIGNED 1 1 IVI 1-1 1 1 1 1 A-- I rr \� 2 MARSHALL �\` � Or� - N/F ANDOVER EQUITIES, INi RON PIN POOL r I ' '♦ EXISTING SEPTIC 669 ' SYSTEM / (T°T 4 S Sl� 0 SOT 3.4 0 0 ' / X 74.1 '7o8 oT °Tq4!3e,61vac�L DaU00.PARCELfA J r co R Z285t sq. it. 1 I �l3b8'38"W S 2.44t ac L`7 0 ��ry4j /. X 73.1 / ♦ _ _ _ - 6 1 r \ ACCESS AND U 1 I � EASEMENT IN f ♦ I J PIN 0739 3.7 � jlo 73. OF LOT /3 i i { \ TP EMS G D TO EMO 7 I I �y7if I 1 715 1000 CAL SEPTIC TANK �7 1 f 1 r 1 1 1 '73.0 V r MELD x 7y2 ,t GAR.F. - 74.5 PROPOSED HOUSE T.O.W. = 76.0♦ \� \♦ \ \ h F.F. ♦\ \\ \ \ \` `♦ X 71.), w 4.547 1 �, { ♦ \ \ 72.6 \s \ P14 ER tiNE\ IS ORA tP fie �/`4ENT SCREEN - X7z7 - - - - -% _ �2 _ { \ \ ` - li - `\ 70.7 X ,Co ,mil - _ L px.- _ 1 .` " -� `l 0 --� ` -WETLANDS SE .N \ .. c�0Sli 1 ` ♦ 1 if - - - \ 1 1 IRON PIN `r E C EE V D JUL 13 2010 South Windsor BUILDING DEPARTMENT ,U THE e,11,0It4G DEVI. [GNN Cif WCTH Whlusut his certiti•a t:�dt this pl-rn anil specitic]tions Yra tru, :opies of the proposed pultdtng or alterations to b• u eeted at L fvl—7 street together with amendmen s stated in application an(; aced with plan and 1 agree t:) comply with all zoning tuilding and state laws and such orders as shall be issued by - g Departure pendency �t tni pplication an fi ssua of a bulldins tcied i pproved subject to th o tlon that ordinances regulating ng shall be w;th. Conditionally Approved These fil"eedd� with Building Inspector Cier/ Oates No. rOOMFICATION OF ZONING Cp>MPIJANCS paposed building(s), uses) and/or structure( ) M Shown on this plan appe;:� 'c,) to be in colft rmnce with current t'•� Windsor regulations. Variances an(' 1 exceptions may apply. — Date E Offer' N/F LD B. & LAI TSU N MURRAY p�pf t 7�591 ` \9 't N/F MATTHEW MARSHALL I 1 + 76 pROpp y 1 SF� q t 1 ,o In 1 t°RfgR♦ `' ♦ / F ANDOVER EQUITIES, INC. ` - _ _ _ _76 <o♦ N/ RON PIN 4: POOL J. 786 EXISTING SEPTIC / 69.PTO♦ S SYSTEMOr 3.4 00- OTHER LAND OF / , X 74.1 TOT LOUISE C. NEARY / / ' d' LOT� 2 1 •�oo q4 / 93,6951 sq. ft. EXCWMG PARCEL S A / 5t cc. o 00 a Z6,2t5t sq. tt. S13'08.38-W ' `� ♦` N� r� 2.44t cc. -n-.00- ' » / X 73.2 ` 0,. h • 72.9 � 0� X 73.1 CP + ACCESS AND UTILITY._ _ ` 1 \ EASEMENT IN FAVOR o� 3.7 #30 73.3 1 1 OF LOT /3 IRON PIN 9 bps / M EXIST] G S 0 TO 8 EMO 2.7 2.7 1 64 ` � `� \� � \✓ 73.5 + 1 1 1000 CAL SEPTIC TANK , 72.7 1 1 1 73. ` - - - -x o X72.2 MELISS R N-PIr1 , v)ool L. 1 #1017 161 GAR.F. 74.5 3 3 ` ' PROPOSED HOUSE T.O.W. 76.0 73.2 I ` 1 h F.F. 77.0 h X 71.4, w : 4.5 PR ERTY UNE� IS ORp�(PS N Nc,'(PLI'c�D� X 74.2 1 1 DG U 0 � �Ot� l vZ-5 1�a 1 MILL POND , � �, ` _ + _ � _ _ _� 1 1 INV.` U `\ ` - - - ��v �0 ENT SCREEN \ - ` ` X7Z7- - - - _ _ _ _ _ - % \ } 72 - ca 88,6 70.7 — 'w 1 ` ~`'��- L" N - �' —WETLANDS SEMAC 1 ` ♦ C psi � ` \ "+ 1FF 1 i , 11 -` 2r88'�3F ` - - - - "- - - IRON PIN � - ♦ `� ...,.ate` `� , /`. r�- � I 'D NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD 7nON, ELEVATION, AND COMPLETENESS. THE FOLLOWING i ARE THE ONLY DEVIATIONS FROM THE ORIGINAL PLANS ;Y THE PLANNING AND ZONING COMMISSION AND STAFF HANCE ORDERS: ,VARY FROM APPROVED PLANS - - :ONNECTIONS VARY FROM APPROVED PLANS 13644 N/F THE MILL, INC. jui-I2 South Windsor BUILDING DEPARTMENT TO TrtE lZUliDif:G OEPI. I07:K Cf SC':Ty >•,:ADiOR l,is {:1.fn Jnd s�'Cft ICJi��'nz are t!U• b.IIlJing or �Il rr allau to � T!+is clrtdi.•d t:Iat n1 the Pratnsc.7 crecleles A 1 re CS d/�ai � �`/\/•"'1,/C//, �,ifeet �I 61� a v !on and .r v:l;h ,in,cnl�, omP -th t i.F:f ,it,', t wd .."" � I,LtId.nC st „t ran d IIn.•t Ic' � _ ._-----• cr,• �tl�,n that c lgnr i+Pprov.•.t subt��a t� yi,dtf be Ih DWn � Icow.,ttr.g � e h.rs nA nrdlnanccs ,ti•A with These tilyd wltb (.rn,HIII,n,,gy At P roved �t utt..V•,� Ins V�'t t'•r � (`�U N o. Oy i;er:i !► ;:� or- U;yIPLIANCE structures) i'ro;;; d bai!Jin;!c) r, 1 to be ill �s sl;o',:n on t`s�i, 1 ics�:, a ;�il C,. !!11 .tl �ri,t! :11..- C nd ..li.. 1�.JU!�t11.�;�J. may apply' l7:ItC � OZ� i t_l i mlf,�rcl "Wit Q��- Ivlfl 1 1 1 14.w• 14 MARSH ALL RJR ITS' - N/F ANDOVER EQUITIES, IN( RON PIN POOL 1 1 \� ` DUSTING SEPTIC - / \ SYSTEM / / � 40T1:1 ` 3.4 zo.�r lapo p*f / LOT 2 , / 93,695t sq. H.}-DOMMO PARCEL T A / Z45* c. % yj �, 13-0838"W r S ♦'1� ODD 2o-0o- - lsr 9 0 e /-6,4 . y X 73.1 - ACCESS AND U 1 1 � EASEMENT IN f OF LOT 13 J PIN �73g 37 �� 73. ` ; ; I 1` 1 1 t I t M Das G 0 TO B EMO 2.7 I,27 1 1� ( 1 �`. `.✓ 73.5 \ t 1000 CAL SEPTIC TANK � 1 T2.7 73. r 1 X 7z2 1 r IPJA �\ /1017 GAR.F. 74.5 3.3 1 i PROPOSED HOUSE 73 2 % `� 1 T.O.W. - 76.0 ' X 71.4 F.F. - 77.0 .'7 45 A `. 47.es. 3.5 1 716 PR ER 'LINE{ IS �orj OR ��,s'� -7 5 X 74.2 "rb ; D POqD l ` 1�`� ` _- - )� TP /t8 I 1}N.IV'.= 0 % 1'� X727---- _� � '1' 0 ENT SCREEN � �` I. - _72_ ` ` -lc° 1 1 °iC - 1 ♦` _•� 1 _WETLANDS SE Ilk IRON PIN �- - c % % 1 � _ - - o R%Y�m APP 2 2003 South Windsor BUILDING DEPARTMENT C&I -)FICA11CN OF ZONING COMPLIANCE rop(,sed building(s), use-) and/or structures) -a r X 30 ` s shown on this p; .; app ,^ (;) to be S � conformance w;ti'i c ., re,j regulations. Variances and sp--;' ► exc: nay apply. e(>�- ►l Date (211 t .ti - . Zoning Enforcement Ofl;ceri�__� IJ E R:'l.cl� U;P1. IUatict 'I )vUfM Ih'?1iD7h1► t ;ran.J that MIS plan and specifications are tru. c . a of the proposed building of alterations to be e..._'�d at �// /_v/7 _Evc [ Street t mendm s stated in application and -- zgnre to ce all toning. Such ders as shall be ;;art nt during pendency nuance of d' building t L -�ircc to .: dltlen that regulate" bull rig shell be .. -ally ,approvad Thep filed wftk g Inspector Cleft PC Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 1017 Ellinqton Road F— HVAC# Date: /j- /s Sprinkler# 1000446 Estimated Cost $ e/,foo"Od FINAL APPROVALS ✓ Permit Fee $ 'I.f. Building COMPLETE RED BOXED AREAS Occupancy Fee $ !a Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr.forCO. Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ S The undersigned hereby applies to do work according to the following: Applicant Location of Work e/7 Lot No. Applicant's Address !o /1 -row Ra -S (L)• egr Tel # Town --,v uT4 Zip 0607$6, Lic.#_ Owner___ W14 a Architect Owner's Address Architect's Address Zip Zip Sq. Ft.New Area: 1 st Fl. 2nd FI. 3rd FI. Purpose of this permit O l' Q(9 9� City Water❑ Well ❑ Septic System I] Sewer J Ins: HO SP Cert. Area Basement Garage �1Do11 Approved by Date - Use Group onstruction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the nnecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspe alte n in the p s or specifications of the Building for which this permit is asked,and agree that this buildin s to be loca he proper ance from all street lines,side yard lines,and required distances from all other zones and is loc ed in which i bui is use is allowed. Sig I hereby apply for a Cert icate of cupancy for the work describ in this and for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS i i I ZONING DATA BLOCK ZONE: RURAL RESIDENTIAL / INTERIOR LOT ITEM REQUIRED/ALLOWED (CD) PROVIDED Lot Area 80,000 sq. ft. 106,285 sq. feet Lot Width 175 ft. min. 262.5 ft. Lot Depth 200 ft. min. 425 ft. Lot Coverage 10% max. 2.3% Side Yard 20 ft. min. 153.09 ft. Rear Yard 50 ft. min. 62.69 ft. 72.9 ,��l 0 ��, Front Yard 50 ft. min 152.58 ff. IMPERVIOUS COVERAGE N.A. N.A. BUILDING HEIGHT 30 ft. max < 30 ft. ESER��o73,7 TP #3D 73.3 P RISER TP #3C EXISTI G SH D TO B REMOVED 2.7 1 TP 3 R�MAR y > 172.7 r r 1 { r r / 73.5 r pR�MgR y r� I M NOTE: BEARINGS DEPICTEDHEREON ARE 96 F ► MAGNETIC RE )I GDFRO / o ��6 _ pR�,y 1000 GAL SEPTIC TANK ` X 72.7 1958. t RADIUs NEE qR y V i ( ► �{ ZTY'•> 73.3 r BITUMINOUS CONCRETE A Q`e 56Z2 ` \ �ROta 1\93 52.5�b H AR IDLD B. & LAI TSU N �� ` '` � �, � � ' , 01 MURRAY 73.o r' ' X 72.2 t J ♦ °0 F ' t ` �' ♦ I +� To 3A , CJ 'ri 62.69' O / REMOVE DRIVEWAY ♦ ♦ S ♦ ` � ' #1017 t O `` / ` �` 90� fr ` N/F GAR.F. = 74.5 73.3 IRQ ` ., MATTHEW o PROPOSED HOUSE 73.2 ' T.0.W. = 76.0 M ARSH ALL n , ` O�O LOT # 1 `, 79 �/ • �, _ � 51,984t sq. ft. t '`` ,� t F.F. = 77.0 3.5 FRR 0T�� _ N/F ANDOVER EQUITIES, INC. ` ` ` sUN { R0N PIN 0 >4.6 Eck t 72.6 POOL ' P R6�P ER T\Y \�I N E\\ IS X 74.2 ' ` 7,2.5 TP ro EXISTING SEPTIC 4,�,c` 9/ �T'� S SYSTEM / °Tq( `�`� S�S0, \ t \ ` ` `♦ ` t \ �` `� ` � ` _ ,. ^ _ I � T2 3 ? OTHER LAND OF � � r 4 T° �� �� � % � - - - _ _ LOT/ , - o TQ ' � `` .. `` . LOUISE C. NEARY � # x71 _ -j � ROQE`NT SCREEN '�� ' ` , _ X' 72:7` - _ ` 93,69a4 sq. ft. EXCLU01N0 PARCEi 2=A --`d o t 5t ac. J + COc o `� 1_C - - - {� s,285t sq. ft. S13.Os 38 w \ J( 68.3 - - - - S ' \ I `� t + t X 73.2 9 o' , 1 `• ` 68,6 X _ 70.7 X - o _ (� ` I - 00 x AsoJ/, 72.9 1 Q�Q00 X 73.1 - \ `, ' /`I" \ ` r ••"`�"..+. t V, ACCESS AND UTILITY 1 t ` , ` - - I ` ...,, - 00 ,`3 ♦ - - - C' I 1 00 EASEMENT IN FAVOR `` t, I 1 \\ , t\ �. �� ► \ '...�•• ,� 17 �2` / 3.7 � 73.3 ` ! ► { t OF LOT ♦` , '\ t 1 , \ / O // '' i \\ I `- ,� ` AO IRON PIN o139 Rti 1 r \ ♦ t \ ' t \ `V(� l •1L ♦ ` \ , �. i TP i ` � EXISTI G S D TO B EMO 2'7 �2.7 � ', � , 'i \ `` ', 't `� I� ♦� pp 73.5 !/ I I `' \ I, \\ \`` \ `\ \\ 1 �s° \� `` ` 6 8.7 X 1000 GAL SEPTIC TANK I 1 72.7 1 1 . t , , `` 'I , it `` ♦�1 �; �' ` ` ` �` \ _ ♦ / V 73.3 1 !J II►� N/Ft'I , t ♦` `�� <�� �. - - - - - - - - - - - - - - - - - - - - - - - - - ♦ \ I , _ - -x 7s.o, Jl MELISSA C. VAUGHN -X , ` • \ t x 72.2 + - R N.PI>�♦ - _`,�, `, ,�� t TP A LOT #3 , `�` _ �` __ ` ` ♦♦ `\\ ``, \\`,`\ N �&•J ?4' 62.69' ' �r 161,191f sq. ft. - _ _ - �� `♦ `` `\ `` `,\ `, ,' 1 #1017 GAR.F. = 74.5 3.3 '� . #1021 ♦ ` ` , t ' ', o PROPOSED HOUSE )I 73.2 ��`♦ ♦� , tt , `` T.O.W. = 76.0 \ \ 1t �`�\` `` ♦�\�``� '\ ` \\ \ ` X71.7 PT F.F. = 77.0 v 4.5 \ ♦ ` , \ ♦ t t ♦ 0. , ♦ ♦ , ♦ tN 66 p) PR E�Rty -LINE` IS k � ORA \ NS�PL x 74.2 �, t \ DG 0 ` RO D , `'� ` gyp$L`�fJ 5 'F.ty 't MILL POND '� ` � � �' �' 1 ' � _ - - - - ` ' Ilk )NV.`6A.0 ` • - X'77:7- - _ _ _ \ t ,,,t/ O2 ENT SCREEN r ` ~ - 7g_ Cn ~" _ WETLANDS SETBACK LINE REF.: C 1. "SPECIAL EXCEPTION/SITE PLAN/SUBDIVISION" PROPERTY PLAN PREPAREDc�OSU t R FOR LOUISE AND JIM NEARY; 1015 ELLINGTON ROAD, SOUTH WINDSOR, ` ` ' ' \ ' t �F' `- REV. THROUGH 2 16 00; SCALE: 1"=40' ,• ` 11 `� VSstS�� `♦�st3.7 X .�-^' -"'� �� �.,��....-- �•-_ CONNECTICUT; DATE 4/19/99, / / SHEETS 1-5; PREPARED BY DESIGN PROFESSIONALS, INC. - _ _ _ - _ , t \\ , � \ ♦ \ R`�r82�F `� - - - _ � - 2. "PLOT PLAN PROPERTY OF LOUISE C. NEARY ELLINGTON ROAD \�\` '� `♦ 8� -t' ` ` - - , - �- r �R€BARr LEGEND SOUTH WINDSOR, CONNECTICUT SCALE: 1 INCH = 40 FEET ` ` t 1 ` ` - _ _ _ _ - _ _ - - - _ - / l JULY, 1977 REVISED 4-27-78 PETERSEN & HOFFMAN LAND SURVEYORS". ` " - - - - - _ _ - 3. "PROPERTY SURVEYED FOR LOUISE C. NEARY No. 1005 ELLINGTON ROAD ` `�\`�� iS� ,'�`. - '�,=- . _ - ' / ® IRON PIN TO BE SET SOUTH WINDSOR, CONNECTICUT SCALE: 1 INCH = 20 FEET JUNE, 1977 �; ' _1 ` - ' ` -'� - •.� -�_ _ - - { / _ , • EXISTING IRON PIN PETERSEN & HOFFMAN LAND SURVEYORS". ♦ _ �' , \ / ,' ■ EXISTING MONUMENT 4. "PROPERTY SURVEYED FOR DANIEL KOBYLANSKI ELLINGTON ROAD - " ' _ ` " , _ �'-�' -' ' ^ ♦� � { /� ,-� o MONUMENT TO BE SET SOUTH WINDSOR, CONN. SCALE: 1 INCH = 20 FEET AUG., 1958 REVISED _ = - ' - 1 - � ��--_-- � � _ �30- - EXISTING CONTOUR SEPT., 1958" (ALTON E. SMITH, L.S.). THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD ' - 5. "MAP FOR J. HERBERT & SYLVIA H. HOLDEN ELLINGTON ROAD AS TO LOCATION, ELEVATION, AND COMPLETENESS. THE FOLLOWING ` - - - - - ' ;` -- X 74.8 EXISTING SPOT GRADE SOUTH WINDSOR SCALE 1" = 40' SEPTEMBER, 1979 WILLIAM J. CARRINGTON, LISTED ITEMS ARE THE ONLY DEVIATIONS FROM THE ORIGINAL PLANS _ _ IRON IN ' �� - � ``� RE /Xt2}- - - - REG. L.S.". APPROVED 13Y THE PLANNING AND ZONING COMMISSION AND STAFF _ _ _ _ _ 6. "SURVEY MAP PROPERTIES OF S.H.HOLDEN & SAVIN BROS. INC. APPROVED CHANGE ORDERS: SOUTH WINDSOR, CONN." (SCALE 1" = 100' DATE 11-10-80 ` REVISED 6-21-83, 11-21-83 IGOR VECHESLOFF, P.E. & L.S.). 1. GRADES VARY FROM APPROVED PLANS 1 ` ��„\,rrunnrlrr!„� 2. UTILITY CONNECTIONS VARY FROM APPROVED PLANS 7. "PROPERTY SURVEY OF PREMISES OWNED BY LOUISE NEARY ♦♦,\\�`t\�,F ��r�r'rfCj//'',, \` \ ELLINGTON ROAD, SOUTH WINDSOR, CONN.,SCALE :1"=40', FEB.19997�6 \ PETERSEN & HOFFMAN LAND SURVEYORS". f ' INC..8. FOR C.L&P EASEMENT SEE V.1135, P. 158, S.W.L.R. _ * = � 13644 N/F THE MILL, I 9. FOR SIGHT LINE EASEMENTS SEE V.1124, PP. 265 AND 267, S.W.L.R. - No. 13644 1UGENE S. : MITH, L.L.S. OWNER, PETERSEN & HOFFMAN LIC. NO. �Gey LICENS�C U e? ENNOMM S B PROPERTY PLAN PREPARED FOR: SHEET o n n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS T THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 : $60 291 $755 Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ® RECOrD i1[� Dp(� (��f1 7j rn INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE ����� (iz1V Vt1L5 U JAMES & LOUISE NEAR Y IN FIELD VERIFIED PRIOR TO CILITIES CTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 2D 40 BO 2. ALL UTILITIES ARE f0 BE STAK-D IN THE FIELD TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. &rofessionals,, Inc■BY A LICENSED LAND SURVEYOR r'FOR TOIN FEET ) DESIGN.'SOH DRAWN.'.S/i�'/ C,yECKEO.' �'i8,s 1®�,7 ELLRN(�fTON ROAD CONSTRUCTION. - 1 inch = 40 ft. JOB NO.: 1199 DATE: 5-23-02 1 13644 Civil Engineers Planners • Surveyors CIS S®v,II,H VnMS®R CT 3. THIS PLAN IS INVALID UNLESS 11 BEARS THE i _ LIC. No. 165 south satellite road • south Windsor Connecticut 06074 DRAWING NO.. LOT IMPRESSION SEAL AND ORIGINAL SIGNATURE OATS 2ABa.dw IMPRESSION THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DESCRIPTION BY EUGENE S. MITH, L.L.S. ,' C .- -. •is qx. r _ .:.+. •,.. _ . .:., -' �t`>�v i' 1 r J- tit ;* }'�, �:, i.} L -, .. yT�• N - ~fir .. , � 1 � �. ./ ZONING DATA BLOCK ZONE: RURAL RESIDENTIAL_/ INTERIOR LOT PLAN / ITEM IT KWIREO AUDWED (CD) PROVIDED _ _. ._ � � 20 SCALE '� ��, `• Lot Area 80,000 sq. ft. 106,286 sq. feet Lot Width 175 ft. min. 262.5 ft. t Lot Depth 200 ft, min. 425 ft. tot Coverage 10% max. 2.3% , Side Yard i Y r 20 ft. min. 117 ft. Rear Yard 50 ft. min. 161 ft. - - - - - - 1- - - - - - - - - - - -/ Front Yard 50 ft. min 68 ft. ax„ IMPERVIOUS COVERAGE N.A. N.A. t SILT FENCE / 30' RADIU w K' '`�` 30 ft. max < 30 ft. O S i BUILDING HEIGHT •,� « ' S�R�E EMERGENCY VE CLE AR OU F ` A, A-6 REST 7 3. TP #3D - # j o 9 q 1 ,13 /N REST TP #3C ' 40 ,�225 EXISTING SHED BE REMQ n TP 3B 73 © 2 HEREON BEARINGS RE IBASEDEON AD i' \1�6 lNV` 11 5' TR l 5 „A„ ,LcjPG a \\ MAGNETIC READING FROM 1958. �iTr�jIVS � � �� 'C - - - _72-00 ��I °O O .a Ngµ N/F - - p BITUMINOUS CONCRETE A� \�2}5 38 E r♦ IN tr T 2 �N -s ,9� HAROLD B. & LAI TSUN rya ,>> 50 6`1 �\ MURRAY C)b �� A Op•F \ ♦ `/ T fir . A ` °p, . "D" BOX ELEVATIONS '.� \\ �♦ 1 Q00 GAL SEPTIC TA ti ` ♦ \ r, `- �' �� J3' 24 �� HIGH LEVEL OVERFLOW ` , \ `, ; Sg �7 REMOVE GRA ?O \ 7?s9\ PROPOSED GRAVEL DRIVEWAY �` \ + t� DRIVEWAY �L ` . \ 0 �'.5 \ K DIST. INLET OUTLET . ` l , ♦ TP 3A r i PORTION TO BE PAVED Box ELEV. ELEV. \ \ \ 1 t \ L N/F 'A• 72.4 72.75 N MATTHEW o o •g• 72.2 72.50 ` `• ` ` � l + 1 • ' • \� MARSH ALL �° - O� LOT 1 , 75 �\ \ 'C• 71.7 , , , 1 �#101 7 # . - GAR.F. - 75.0 51,984t sq. ft ,, t p ^�- _ N 6 ROP \ J PROPOSED I� USE ' '~ T.0.W. - 7 6.0` £ l°Re�RLo\� \� 1 � \ �' F.F. -- 77.0 / y rs N/F ANDOVER EQUITIES, INC. - - - - - - - - - - - - - APPROX LOCATION ` RON PIN \ y 1, ° -PROP. URI D \ Poop5, \\� PR ANE TANK EXISTING SEPTIC / GENERAL NOTES: _ _ SYSTEM - _ _ _ - - - ." _'�` A AP HA BEEN PREPARED IN ACCORDANCE / \ B ` \ \ \ / ` ` 1. THIS SURVEY AND M S Q � \� , TO `\ `, '` ', `\ �� � '// ' i WITH SECTIONS 20-300b-1 THRU 20 OF THE REGULATIONS OF LOT 2 �' p ` RO CONNECTICUT STATE AGENCIES, "MINIMUM STANDARDS FOR / / / u3' ^!/�'( ` \ O A ENDORSED 93,695± sq. ft. EXCUIDNG PAR2EL 2-A ` ` ` r + / ` - P�S � SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" S E DO _� o + I, 1 ` , \� P� tC� . 5t ac. j�o• O \ \ + , , + , INVr-65.0 � �`� �� TP #1 B BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. TYPE OF SURVEY: PROPERTY/TOPOGRAPHIC SURVEY 146,285t sq. ft- a \ \\ ` `, `t W/RODE�JT SCREEN ! l BOUNDARY DETERMINATION CATEGORY: DEPENDENT RESURVEY ACCURACY CLASSES: A--2 AND T-1 (T-D BELOW EL. 64). INTENDED USE: BASE SURVEY FOR PREPARATION OF SUBDIVISION MAP- '�p ' RCS ` \ _ R,,p ANTI-TRACKING PAD \ ', , ', , , \ ` \ •` ` 2. ELEVATIONS ARE BASED UPON THE NATIONAL GEODETIC SURVEY E ; 74 ' `� C O �' VERTICAL DATUM BASE (1929). ELEVATIONS 64 AND ABOVE AS WELL AS THE POND SURFACE WERE FIELD-VERIFlED. CONTOURS 52 THRU 62 �0� _ a REAR °73.7 o `\ ARE BASED UPON METROPOLITAN DISTRICT MAPPING. °13 - - - ' 3. THE 100 YEAR FLOOD PLAIN IS REPRESENTED HEREON BY CONTOUR 56 66 _ ` \ PRrVAR1 - EXISTING SHE 0 B REM a T F INSURANCE RATE MAP, COMMUNITY-PANEL NUMBER SILT FENCE w �� ! (REFER 0 FLOOD 64, `�` �>,t+ .� `� h I (TYP.) ;. 090036 007B, EFF. DATE MAY 1,1980). x7a r' 4. WETLANDS LIMITS AS DEPICTED HEREON WERE FLAGGED BY PRIM 1000 GAL SEPTIC TANK EDWARD M. PAWLAK, SOIL/WETLAND SCIENTIST, CONNECTICUT ECOSYSTEMS LLC, ON DEC. 23,1998. 5. UNLESS OTHERWISE INDICATED, MONUMENTS DEPICTED HEREON WERE FOUND. 6. PARCEL 2-A TO BE ACCESS FOR LOTS 2 AND 3. ` - �. ` \ \ +� TP�3A rz \r O Q. # # ., , , ' , � � h �• � Q � LOT # 3 - ` \\ \ `, ' _ ^� ?7' Q c I t` I 161,191t sq. ft. 7. PARCEL 2-A IS TO BE ENCUMBERED BY A TRAVEL, UTILITY, AND GAS - - � � � _ _ EASEMENT IN FAVOR OF LOT #3. ' - \ - 8. PARCEL 2-A IS TO BE PART OF LOT #2. ` ROP G,HO = 75.0 - ` \\ `\ `� + \ � PROPOS�0.HOUSE \ + T.O.W. = 7" 9. ALL CONSTRUCTION TO CONFORM TO TOWN OF, SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. ` `, \ F.F. = 77.0 . \ - - - - - - II � � NOTE �•,�'��•• \ 6 PROPOSED SEPTIC SYSTEM t` I TION TAKEN TH OUGH TH M T IC a 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. FOR LOT /3 PART 0 THE SYSTEM. r ao_ \ ,\ , � PAN ^, ,z s � .� I � \�. 11. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR \ \s ` PR ER�Y LINE' IS � r \ _ - - _ � � � � - r�� -x•. BOTTOM OF TRENCH NOT TO XCEED 24' INTO •�,rt. r .. � '�- � EXISTING GRADE. `, \ ` \ ` Y ,� APPROX LOCATION AND/OR AGENT AND THE DESIGN ENGINEER. \ + I _ 12. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. MILL POND \ + `�de t '\ PROP. DRIED PROPANE TANK I _ _ _TP fie _ - - - c Al 13. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. ` ` 1 ' `t T 1�I�O�ENT SCREEN \ ` r- �hr.; "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT `\ + '+ + T709 t I ` ` TP 1C / - - - - - c . IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION , \ + + �� �� _ _ _ >1` / w ` ` IIl60 ' .,.' TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, \ ` + , I� F ` - \ ...• 0OOP ' ( -- -- Z ^I cn + WETLANDS SETBACK UNE BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS \ �\, ` , C I ` \ �►� Q,OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING �, + ` + ` r �05 I \ I} + 74 EXIST. ND GROU '+d... MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, ` 4 TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND ` t, 1`\`, ` `,`\ �S4S '.� �' _ _ _ - -� �- - - - - - _ �, LEGEND p �'' BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI-SOLIDS OR LIQUIDS. + + ` , , \ R27 23• - - -` �� / ' ' - --- O •., REF.: _ 14. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED 1. "SPECIAL EXCEPTION SITE PLAN SUBDIVISION" PROPERTY PLAN PREPARED ` ` + 1, 1I 881` - - - - - - - - - - - - - - _ ` ` - - - - ', ' , ' _ O IRON PIN TO BE SET / /ELLINGTON R ` � � + , r ~`� - - ` - - - EXISTING IRON PIN 11.5' j=` FROM SITE, NOT BURIED. FOR LOUISE AND JIM NEARY; 1015 ELL NG ON ROAD, SOUTH WINDSOR, \ \ , ♦ _ _ _ _ - - _ _ EX S G 0 ; CONNECTICUT; DATE 4/19/99, REV. THROUGH 2/16/00; SCALE: 1"=40' \ t \ / 70 } ` 15. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. \� \ \ ` ` - - _=- _ _ ■ EXISTING MONUMENT THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. SHEETS 1-5; PREPARED BY DESIGN PROFESSIONALS, INC. + `\`\�� IS< + , _ . _ _ -�=1 � ', / o MONUMENT TO BE SET BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 2. "PLOT PLAN PROPERTY OF LOUISE C. NEARY ELLINGTON ROAD ' �` �` - - - ' \\ �� �, �- SOUTH WINDSOR, CONNECTICUT SCALE: 1 INCH = 40 FEET 330_ _ + 16. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED _ _ , - - EXISTING CONTOUR '` TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON JULY, 1977 REVISED 4-27-78 PETERSEN & HOFFMAN LAND SURVEYORS". _ ` ` ' - - �/� ' - \\ 330 3 "PROPERTY SURVEYED FOR LOUISE C. NEARY No. 1005 ELLINGTON ROAD I PROPOSED CONTOUR ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. _ l - - - - -�, - SILT FENCE SOUTH WINDSOR, CONNECTICUT SCALE: 1 INCH = 20 FEET JUNE, 1977 - _ \ - +t �_ .•� - 17. ALL FIELD MEASUREMENTS WITH RESPECT TO BOUNDARY DETERMINATION PETERSEN & HOFFMAN LAND SURVEYORS". �� - , - _ �' - __- -- - - _ PROPOSED TREE 10 20 ?i; 4D 50 4i7 90 CONFORM TO "A-2" STANDARDS OF ACCURACY. 4. "PROPERTY SURVEYED FOR DANIEL KOBYLANSKI ELLINGTON ROAD _ - - _ _ _ _ ` - - - _ _ _ _ - - PROPOSED BIT. CONC. DRIVE F `° 18. TOPOGRAPHY IN THE AREA OF THE PROPOSED DEVELOPMENT WAS SOUTH WINDSOR, CONK. SCALE: 1 INCH = 20 FEET AUG , 1958 REVISED _ _ _ - ` - . • 73.7 EXISTING SPOT GRADE "A" „A!, THROUGH SYSTEM FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY. SEPT., 1958" (ALTON E. SMITH, L.S.). - SECTION U 5. "MAP FOR J. HERBERT & SYLVIA H. HOLDEN ELLINGTON ROAD \\\\\\�Illpullttr►llp X73.5 PROPOSED SPOT GRADE SOUTH WINDSOR SCALE 1" = 40' SEPTEMBER, 1979 WILLIAM J. CARRINGTON, \\ l�q�? , „P SCALE: HOR. 1 "=10' �ONM 19. ALL MONUMENTS FOUND OR SET ARE DEPICTED HEREON. o�N\\��(�F U���rI7 /�// � ~ REG. L.S." \��Q1 ENE S. S CG•�� VERT. +q 20. THIS MAP IS NOT VALID WITHOUT THE EMBOSSED SEAL OF 6. "SURVEY MAP PROPERTIES OF S.H.HOLDEN & SAVIN BROS. INC. C� JC> '�iJ OWNER / APPLICANT '"t r , A SOUTH 'WINDSOR, CONN." (SCALE 1" = 100' DATE 11-10-80 = 2 _ THE CERTIFYING SURVEYOR. _ ra JAMES & LOUISE NEARYAll REVISED 6-21-83, 11-21-83 IGOR VECHESLOFF, P.E. & L-.S.). 1015 ELLINGTON ROAD { 21. IRON PIN TO BE SET 10, OFF WATER'S EDGE. 7. "PROPERTY SURVEY OF PREMISES OWNED BY LOUISE NEARY = N/F THE MILL, INC. SOUTH WINDSOR, CT 06074 s n° . ;:� O;��� ELLINGTON ROAD, SOUTH WINDSOR, CONN_,SCALE :1"=40', FEB.1999 No. 13644 A TEL. (860) 528-2435 .! .,, M R'. * '` ' �u 111 pn QIANN� -� t{.OR''`;a . PETERSEN & HOFFMAN LAND SURVEYORS". /i/�,9 e/CENc�� Q \�� zs t*A t ` {: t + s $OU�B r,���`Ty� `�;O,�s'11+ _ lllSjj11 11111\\\\\\\\`\` 1 `y.t a _'.t�'� k2";[..�^ � � �'_ ,�.:° R�' t�� �t � �...'� a � ��� .' ��,•. *`, �`�° s ' 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 860.291 .8755 PROPERTY PLAN PREPARED FOR: SHEET o{x THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b ' THRU 20-300b-20 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES -- "STANDARDS FOR SURVEYS AND MAPS IN THE �0 1� rn INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE IJ dy� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 esign ,TA,M.�'S � , QU.ISE NEARY 1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD � �t '��'� +� -..--z •~�"' '`" "�`^�'�'���,+�""�`r/�„xa,�"�d' rx ' TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. rOf eSS�O�'1aIS I11C■ '�v BY A LICENSED LAND SURVEYOR PRIOR TO CON STRUCTION. 2 5/26/00 REVISE TO SHOW GRADING FOR DRIVEWAY SIH i IN FEET ) , ! DESIGN. SlH DRAWN SlH CHECKED.' GBS ryr•,,•' ; ���� �����(�T®N ROAD 1 5/24/00 REVISE PER SANITARIAN'S COMMENTS SIH 1. inch = 40 ft- JOB NO.: 1199 DATE 5-19-00Zlk � r ?;` .3a+�` _ilT,trsS•'yyYYt, �� �. 13644 ! Civil Engineers • Planners • Surveyors • CIS " •` �' 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE `SR�1IDS�� ,i} ! • .. ` �'' �i�'' arr;✓ IMPRESSION THE PROFESSIONAL ENGINEORIGINAL SIGNATURE Abu*NO. DATE DESCRIPTION BY EUGENE . SMITH, L.L.S. LIC. No 165 south sotehite road south windsor Connecticut 06074 DRAWING NO.: LOT 2.dw F r R r 't.• ..'�.� F .:?. 3-. a t.. h.',_ .'� ,.. .'.1• ,, , ., . . ,'aG -,.. a t y4`a- f ..} ,,.,•� @:':.l"S.. _ _ ,. ,.yY t .. .- .. .. -- - .. ... ,- •..i.. _ � v .l Y•.6_3��C�,� ��.,f"l�f ..r 1.ViN _m,..,c-�„--__ _u_.sr- _.- ..- -. _-...-=T•-^�Y-..- _�_. _.-....s }-. �.-i.>_.il.e.�w ---.-- �__,.._,_ _ -_�.. �e� ._-i--s._r _. - _-. J '�i' /:J=,__ .�.-_. �.. r'.�.t`:.'-:3,.�. ..Y�...�.�_u.2 _ -•��..ae�i,•z1rN-:�:fe �y'.-- �^ ^ S. •-r � S - - - �r�.- T,m. _. � .,. .. n. f. ;. , ..: _ .. < 'r' Tk�. ,�- .;f511`fit _a��.hA 1.v* �,. �,`F1t' ,s,f'F=4,r�If F-Qr- ry r�'riy•.?��.Fr";'�j -'1�,� -:�.. _. .� •. - - _ .,-. : ':. - . " 1+y °} ri .fir -.ti, �r � �_,' : - _ 4 -_.C+iN b:'4 :.Sll'. 5. �.. 7 -i•'�.f. X v,J' .!Y - :�., - _ :. :- . - .... .,. •. :. .. , ., _. r� �' .�'_ ,v`,•' •,gym. ..�. AN A 3 4# LOT #2 DESIGN SPECIFICATIONS , 4 � SEPTIC NOTES: 'X* -----MANHOLE EXTENDED TO GRADE- 1 HOUSE SEWER TO BE 4' I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE �r'' (REQU�FA IF FILL OVER TANK E7«CEED3 1.Y) „ii�. ' { �• _ SOILS TESTING 5/22/00 � :: •t __ ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE - -'MANHOLES" CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT, T.P.#3 A 2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, 0 - 13" TOPSOIL 13 - 32' BROWN SILTY SUBSOIL r,rLT- IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN 32 - 80" GRAY-BROWN MED.SAND I- - OUTLET ' FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED - -- --- -- -- -' - MOTTLING AT 59" o _� IN 6" LIFTS to 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO WATER AT 69", NO LEDGE Z TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT i,t' unET BAFFLE T` "ik.,;IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL a u,* " T.P.#3B -WLET BAFFLE r AREA AFTER TOPSOIL REMOVAL UNTIL 12 OF FILL. MATERIAL _ TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND 0 - 2" TOPSOIL CONNECTION AT MID DEPTH--r MEDIUM SANDY SUBSOIL GAS DEFLECTOR 2 - 34" SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. 34 - 50" BROWN MEDIUM SAND 1/3 REQUIRED 2/3 REQUIRED CAPACITY IN 50 - 82" GRAY SAND FIRST COMPARTMENT CAPACITY IN SECOND 3. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED COMPARTMENT MOTTLING AT 42" >G b TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. WATER ® 77" NO LEDGE 4. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER T.P.#3C SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. 0 - 14" TOPSOIL L__ -LENC,TH NOT hREATER THAN 4 TIMES WIDTH OR DEPTH 14 - 43" MEDIUM BROWN SAND - --- --- + . ,r 5. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED 43 - 84" GRAY SAND MOTTLING AT 49" BEFORE ANY SITEWORK IS PERFORMED. TWO COMPARTMENT SEPTIC TANK :t WATER ® 75" NO LEDGE 6. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. AND/OR THE TOWN OF SOUTH WINDSOR SANITARIAN. T.P.#3D 7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER 0 - 16" TOPSOIL SHALL SUPERVISE STAKING OF THE SEPTIC- TO ASSURE CONFORMANCE 16 - 44" MEDIUM BROWN SANG TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH 44 - 78" GRAY SAND ,fit fy. MOTTLING AT 49" 4'PERFDRAFED CODE OF THE STATE OF CONNECTICUT, WATER ® 78" NO LEDGE P.V.C. 8. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF HEALTH CODE. Fitte,,r'' Fabl19-' �r �I 6' Min. 9. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS PERCOLATION TEST: 12• rhln. ' /� X ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. MAY 5, 2000 � � TIME READING '� 10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS - 6' rein, a,°u °'°V> 2' n pLrr` ry PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE 0 9' 8' e 1 1' Broken Stone 5 11" �' or Screened DESIGN ENGINEER IMMEDIATELY. 10 13" ��! \ .i � - Gravel ' 18 rdn. 11. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE 20 16 48,( AS SOON AS POSSIBLE. x :.. PERCOLATION RATE = 1 - 10 MIN./INCH - �_ GROUND WATER 12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE RUNOFF AWAY FROM THE SEPTIC SYSTEM. a'-o' rein. .P,. . 13. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA UNTIL AFTER THE FIRST 12" OF FILL HAVE LEDGE BEEN PLACED AND COMPACTED. SEPTIC SYSTEM DESIGN 14. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE EXCAVATION FOR THE TRENCHES. NO. BEDROOMS = 3 NO. LARGE CAPACITY TUB/JACUZZI = 0 15. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR 100 - 200 GAL. = 0 >TY GAL. = 0= 1000 GAL REQUIRED TANK CAPACITY TYPICAL LEACHING TRENCH , a SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. PERC RATE = 1 - 10 MIN/INCH CONSTRUCTION SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. REQUIRED LEACHING AREA = 495 SF NOT TO SCALE ' .� , USE SYSTEM WITH EFF. AREA = 3.0 SF/LF 16 THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM TOTAL TRENCH LENGTH REQUIRED = 165 LF OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ALL ADJUSTMENTS MUST BE APPROVED BY PROVIDE: 3 TRENCHES ® 55 LF/EACH THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. TOTAL LEACHING AREA PROVIDED = 495 SF 17. A BENCH MARK IS TO BE SET AT THE TIME OF THE HOUSE AND SEPTIC SYSTEM STAKE OUT. '-- �t M.L.S.S. j . HYDRALULIC FACTOR (HF) = 36 � DEPTH = 42" SLOPE = 1.7% FLOW FACTOR (FF) = 1.5 (NO. OF BEDROOMS = 3) .'y_Z' PERCOLATION FACTOR (PF) = 1.0(PERCOLATION RATE < 5 MIN.) T M.L.S.S. = HF X FF X PF = 54 LF 7c • s 1',� e 4 1. SET POSTS AND 2. STAPLE THE SILT J+' ANGLE POSTS EXCAVATE A 6"x6" TRENCH FENCING TO THE 5' UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST GYM' s4 FOR STABILITY ❑ ❑FENCING El ❑ ❑ O AND SELF- ❑ ❑ ❑ ❑ ❑ CLEANING. ss ❑ ❑ ❑ ❑ ❑ ❑ 6" CT D.O.T. 2" STONE TO BE PLACED F12" MIN. 0000001 OVER FILTER FABRIC MATERIAL z 000000 1 �•�� I I ❑ ❑ ❑ ❑ ❑ ❑ "r N 000000 000000 ❑ ❑ ODD ❑ 000 b ❑ ❑ ;.:Svtytg. 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE 00011000 FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL EDGE OF PAVEMENT COMPACTED THRU STREET BACKFILL r' ANTI - TRACKING APRON �-..- ' i, !. Willi-Jll_--11 4,. CONSTRUCTION OF SYNTHETIC FILTER BARRIER if < A °a i. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS i 860 291 8755 SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE -- -- 4.1 - r. INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE META � ��SE�� � ''�*��� LOUISE AND AMES N 4�.y2rf+ 4c1r+ .;. y{ I+I ---- ■ 'e j i BE FIELD VERIFIED PRIOR TO CONSTRUCTION. _ 0 _ es�gn ���: � E.A.R Y 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD I ' BY A LICENSED LAND SURVEYOR PRIOR TO - F rof essionals inc - - CONSTRUCTION. ( IN FEET ) , 7 DES11 SlH DRAWN: SIH CHECKED: R✓A n®n? ]ELUNGTON ROAD 3. THIS PLAN IS INVALID UNLESS IT BEARS THE JOB NO.: 99-1199 DA TE. 212100 IMPRESSION SEAL AND ORIGINAL SIGNATURE --- 1 inch = ft. 0. Civil Engineers Planners Surveyors Cl;S _ OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. OA TE DESCRIPTION BY 165 south satellite rood south windsor Connecticut 06074 DRAWMNG NO.: - SOUTH WINDSOR CONNECTICUT �., •f,,'! F ... ,, - e:. '.. �. ,,.. ,.:-. a.;. .4} f 6 ;v Y1 ,i.,r is M1 s y w� } X *.a�S,,.,.,•., A.. t,. •: k: :, .}, .,.. -r... - ::' t. e,',ya;_, AST a- ,r H. ;tf'., f. y `.-fie• s><. ",a+. t.,,fi- - � ,. - .w: _i,•`':.• +_ - .r, - _..l...v. _�._:t».�.. w. .s:., ..:...># ..��s < wx,.,..a...�s4:y:a.a...db:,►,_. 4 - _ R`.! L:.�._•��".��r-':-F•' 1000446 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/14/10 GIS ID:30301017 FEE: 75.00 MUNIS APPLICATION# 201001196 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: NEARY JAMES M ADDRESS: 1017 ELLINGTON ROAD ADDRESS: 1017 ELLINGTON RD OWNER: NEARY JAMES&NEARY LOUISE C S WINDSOR,CT 0607473513 1015 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 12 X 20 OUT BUILDING. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE`WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/1 4/20 1 0 1:37 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 12/19/11 GIS ID: 30301017 FEE: 105.00 MUNIS APPLICATION# 201101509 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MR.ELECTRIC ADDRESS: 1017 ELLINGTON ROAD ADDRESS: 661 BOSTON TNPK OWNER: NEARY JAMES&NEARY LOUISE C BOLTON,CT 06043 ; ._1015 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL 17 KW GE GENERATOR. NATURAL GAS NOT BEING HOOKED UP BY THIS CONTRACTOR. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/19/2011 12:55 PM THE FEE ABOVE INCLUDES A$0.26 PER TIIOUSAND CT STATE EDUCATION SURCIIARGE