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HomeMy WebLinkAbout10 NATURES WAY APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT f 3 0 Orb i AP RO 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Date uilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 U f j ct lUgLI Over$1,000— I Street No. Stre Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. n APPLICANT APPLICANT ADDRESS D co (J n APPLICANT'S PHONE# ,-7 7 ( OWNER aW N SF q� OWNER ADDRESS /C) /(, f , r C _,j cx sy OWNER PHONE C, yY 2 2 7 ESTIMATED COST$ '-z L, a 0 U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED $ TYPE OF JOB: (o5 l SOR•CO New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES X 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 �_ ' i 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 fa 3 5- 20 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT V DATE D i DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereb TOWN OF SOUTH WINDSOR �bc BUILDING DEPARTMENT OVED 1540 SULLIVAN AVENUE 644-2511 EXT.230 Bldg.Permit# (Date) ( ilding Inspector) Application must be printed or typed FEE SCHEDULE �ff Location of Job: /O iVC �,,(erJ wc,G j $0-$1,000=$15.00 Street No. Streit Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 2<0 C L--"t a— �t��•b, { APPLICANT ADDRESS 1i2, P,.1�SSAC Av G APPLICANT PHONE# ��� - -,D 4i " ?Z�5C1 OWN SF 1 OWNER 041 Ctn� Sal via CC�f�� 'd% q� OWNER ADDRESS V�..1vc{ S w�•y O i [► OWNER PHONE n(��' G T� - 2 `3 ( 160- ��d' 5'-7-7 Z C ESTIMATED COST $ 3 O O IS THIS A CONTRACT COST? YES NO FEE ENCLOSED$ L� TYPE OFF�JB: SOR•Co ew Installation _Alteration/Addition Repair 3o ISg3 Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A 0 RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑ NO O BUSINESS CURRENT USE AND OCCUPANCY 0 ASSEMBLY 0 MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO. URINALS STYLE NO. OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES O NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK Ce THE UNDERSIGNED HEREBY 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 PERFORMANCE OF SUCH WORK. '104-?--IS C T CONTRACTORS LICENSE NO. TYPE STATE allSIGNATURE OF APPLICANT DATE �� �� SITE COMPLIANCE CHECKLIST .45c : TOWN of SOUTH WINDSOR, CONNECTICUT 10 NATURES WAY LOT_# 6 Reviewed ByAFORC JACQUES CONSTRUCTION LLC Date Review6- 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed ByBP_#_30707_ Ph # 432-1823 Date Review enied Date Submitted00/00/00 ***** f O ** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approve Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan y 3. Site work; i.e. trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer gPnri_� Q*om b. foundation drain C. electrical & telephone d. water e. o (r/a-S 6� 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning & Zoning/ Inland Wetlands Considerations A. Lighting B. Signage Freestanding wall C. Fee in lieu of Open Space Sewer Permit No. Pav Exc # COMMENTS• S ✓y� 4�l�ir,a32 r3/oi .�.-, wd�r�lr�. Status: f r i *-3 12w,c�.t 4s-&`If .Sl eta,2.y%i/'o 6 4-S �- Q, .0 a,�Q. NOTES: 1. 1HIS MAP IS DEPENDENT UPON THE MAP REFERENCED HEREON. 2. INFORMATION ON UTILITIES IN PART SUPPLIED BY THE CONTRACTOR. 3. FINAL GRADING NOT COMPLETE. 1 10' CL&P I I I I EASEMENT 20' STREET TREE I I I EASEMENT IN FAVOR OF THE TOWN OF 7 SOUTH WINDSOR I S87-14'42 W =48 0 20' S.Y. GAS I I I I$I 41.1 S.F. 3+I00 8 I I 0. 4 AC. � I LLJ I 1250 GAL. WJSESEPTIC TANK � OUILET:345.5* 54 Ini, I I ' I I TOP RISER:353.16 g W�346 \ of w u PUMP \ A=124'2 '31\ + .80 / R=55.00 TOP�35sXo2 z L=119.41 / JAI �I I '°��►z o / I JAI � �I i ' � fly u � 255.00_�,__.................. —-- S87'14'42"W OPEN SPACE MAP REFERENCE. SUBDIVISION PLAN. TOPOGRAPHIC PLAN. PROPERTY SURVEY/RESURVEY PREPARED __FOR: VINTAGE HILLS, BARBER HILL ROAD SOUTH WINDSOR, CONNECTICUT SHEET 11 OF 21.SCALE I -40' BY DATED:12-03-01 REVISED: 7/16/02 BY DESIGN PROFESSIONALS, INC. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF-CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUr AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. _ 12882 RICHARD P. MARTEL LIC. NO. f�1iORD AS-$UILT Tel. 8602918755 1.UNLESS OnERw n SE tw1ED.Damm um REVISIONS Fox 860.291.8757 DEPENDENT RESURVEY PREPARED FOR. o LO"MIS AS SWYM ARE BASED ON GRAPHIC SCALE IMPROVEMENT SHEET UNLESSAVAABLE �ALL EXISTING UMTIES 40 0 20 40 es19n VINTAGE HILL ESTA LLC BY A LICENSED LAND SURVEYOR ,K FIELD rofessionals, Inc. ®6��°�°� PUN 2 ALL ununEs ARE TO BE STAKED i"V+E FIELD �OF CONSTRUCTION civil engineer* • planners • surveyors LOT *6 • 10 NATUU WAY CABIN BY.- nus .aB Ma:143a-0 3.11,2s°`A"IS BrvAt1O UNLESS IT BEARS lea 1 inch = 40 !t. landscape architects • 1s s SEAL AND ENCOORK 1AL SAVEYORIURE 165 South Soteaitep Rood South 1N Windsor.�r Conneeticut 06074 ov 11E PnaFEsswAL ErwaEER/a,R�craL NO. DATE nEscRrvnoN er SOUTH WINDSOR. CONNECTICUT er ra�v oA>E ��s�os AN I South Windsor BUILDING DEPARTMENT ' - , hj CWT. TO thats A/agWY Cst SFU1H WINDSOM c raOjpd Rt UPSpr9Pcu°d bulldin+ax�dficatlons ttv ng or alterat&ns to W :09other with men yu.? With plin end d n,nts at st <d stress issu�nH ar, any f> Y�.s xiPlicatlon ane of by th, th all zonJng, Perthis _Pli 1 �,cht r.orr as shall to fii „e 'of Pendoncy _i or bulldin,l e r ar sPlan is n .�~_ °mplrod w it Iv�n s tO i b u condition that -ondltic llY An,, Q shall be pproved These flied w/th 13'— Inspector .r No. RECEIVED JAN 10 2005 SOUTH WINDSOR ENGINEERING DEPT. NOTES: 1. 14S MAP IS DEPENDENT UPON THE MAP REFERENCED HEREON. 2.REORMA71ON ON UTILITIES IN PART SUPPLIED BY THE CONTRACTOR. I FlNAL GRADING NOT COMPLETE � 10' CUP I I I EASEMENT 20' STREET TREE I I I EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR I S87-14'42"W =48 (� 20' S.Y. GAS � F-1M 41.1 1S F. I 3+I00 8 1�� I• 0. 4 AC. I I La1 - I I SEPTIC TANK SZp>C• jg- c OUTLET*U5.St TOP RISER:=16ff H A9 OIC�o !J PUMP 0=124'\ '31" + .80 / 0 0-BOX \ R=5! ) z TOP:=.02 L=119.41 n `air =104.30 �I JAI � -Ph.. I �'��.1 �I� (_ 20, S.Y. U U 255.00' r r _r r r S8714'42"W MAP REFERENCE OPEN SPSCB SUBDIVISION PLAN. TOPOGRAPHIC PLAN. PROPERTY SURVEY/RESURVEY PREPARED FOR: VINTAGE HILLS. BARBER HILL ROAD SOUTH WNDSOR, CONNECTXWT SHEET 11 OF 21,SCALE 1--W BY DATED:12-03-01 REVISED 7/16/02 BY DESIGN PROFESSIONALS, NC. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - `STANDARDS FOR SURVEYS AND MAPS N THE STATE OF CONNECTICUT- AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. RECORD AS—$UILT Tel. 860.291.8755 DEPENDENT RESURVEY PREPARED FOR; SHEET 1.UNLESS OTNERUSE NOTED.E7GSTHG UTILITY REVISIONS Fox 860.291.8757 IMPROVEMENT IC 1�1� AA�A'��ATI 1„1L„�AM BASE[)ON GRAPHI0 SCALE 40 Design ylN!AGE HILL ESTA LLC o 2.&L TI�R "70` ' ' ofessionals Inc. ��6��°°°� pum 1 B ALL CERM ARE TO V srR PRIM THE FIELD OF BY CONSTRUCTION.IAND SURVEYOR PRIGR TG ' LOT #6 - 10 NATURE WAY CRAMV BTS AMC "N at,I.14 MPLAI civil engineers • planners surveyors 11 a.TM PLAN IS INVALID UNLESS IT BEARS THE IURREssTGN SEAL AND ORIMAL SIGNATURE 1 inch = 40 f t- 165 Southands ap arcSate Road.sa,en itect*.gi r•C 9peeticvt 06074 DSOR• CONNECT== Br. Am DAIS I/S/05 OE 11E PRGFESSIGNAL ENGwm/SAVEYOR. NO. DATE DESCRIPTION BY SOUTH WIN SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 10 NATURES WAY LOT_# 6 Reviewed By aj En ineering) 3?P1 JACQUES CONSTRUCTION LLC Date Reviewed o rov en � Dy 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By anning) BP # 30707 Ph_# 432-1823 Date Reviewe rove 'Denied Date Submitted 06/14/04 *****/ FO BU LD G PERMIT ***** In accordance with the Zoning and/or Subdivision Regulations, pr to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval The minimum requirements shall include: Approsed Denied N/A EE// 1 Name, address & phone number of owner/applicant 2 Name, address & phone number of plan preparer 3 Zoning Information - i e zone, open space, floodway, street address. 4. Plot Plan at 1" = &I scale a. Subdivision reference, abutting properties, etc b. Easements of record c Lot description, bearings, building lines, distances, area, etc. d. Contours, existing & proposed, 1 or 2 ft. / interval where appropriate ✓ e Building location with dimensions. Elevations of proposed finish floor, garage floor & centerline of road at driveway f. Elevations of gravity drainage systems, sanitary & foundation drain at the house and the street g. Tentative utility location gas, water, electric, septic system, etc ) h. Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements. (P.E. & L.S ) 5 Sedimentation and erosion control 6. Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS: (sr RECEIVED JUN 15 2004 SOUTH WIN ENGINEERVNv_ -P Electric # k ? G APPLICATION FOR BUILDIN PERMIT Plumbing# I l7" 0 10 Natures Way Date: �y G HVAC # 1. RHO Sprinkler# 30707 Estimated Cost $ FINAL APPROVALS Permit Fee $� Building EL�- SIGN PLETE RED BOXED AREAS Engineering TYPE OR PRINT ONLY Occupancy Fee $ /U AffidavitEng. Insp. Fee $ Appr. for CO. ON REVERSE SIDE A]' Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant �C Co ovation of Wgrk a reS Lot No. Applicant�,lddre i o i rl Er _ Tel >• %0 Ci-RID I � Town ] s+f' Q Zip Lic.# 117 M Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1st FI. 2nd FI. I G 3rd FI. Total New Area �C�y Purpose of this permit 1�y City Wate Well❑ Septic Systep<DSewer❑ Ins: HO P Cert. Area Yd Vd Basemen ,2 /02-0 Garage /� Approved by Date Use Group Construction Type Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Location of Job: AFFIDAVIT Additional Fee$ 1,635. State of Connecticut ss.South Windsor County of Hartford /_ Owner 1--+ �t1'! 7� of J4 G0oe( S CQ ��/ Agent for the building erected 30707 Contractor under Permit No. issued by the Building Department of the wit of South Win or being duly sworn,make oath and say that the actual cost of the completed work authors d under said p t did not exceed the most current accepted BOCA value of$ 2 4 9, 13 6. Signed / Subscribed and sworn to before me this day of A.D 20 Estimated Cost$ 14 0,3 4 7 . Difference: $ 108,789. Notary Public Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- •*-30707-B 100,000 � BO1 FOOTING 07/12/04 PJP A B02 FOUNDATION 07/23/04 PJP A W/JOHN B03 FRAMING (ROUGH) 09/15/04 PJP A ND BEAM SPECS, STRONG BACK 2X8 CJ CATH CEILIG E01 SERVICE 09/15/04 PJP A P03 ROUGH 09/29/04 JFF A WITH CONTRACTOR AN JOHN JACQUES BOS FIREPLACE/CHIMNEY 10/04/04 JFF A CK HEARTH IN CELLAR NO ACCESS E03 ROUGH 10/12/04 JFF A PO4 GAS TEST 12/06/04 PJP D PO4 GAS TEST 12/08/04 PJP A B10 FINAL O1/11/05 PJP D NOT READY **-12380-H 29,847 **-11740-P 3,000 **-19270-E 7,500 Total Est Value 140,347 Dwelling 4,040 203,010 00 Basement 2,120 31,800 00 Garage 912 13,680 00 Smoke Det 7 525 00 BOCA Value 249,136 20 , Difference 108,789.20 V U � 1�° T Shirley Wilhelm-CRS Approval Confirmation: Request No. 367190 Page 1 From: <clpsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 9/16/04 11:34AM Subject: CRS Approval Confirmation: Request No. 367190 Your approval of the following CRS Request has been successfully processed. CRS Work Request#: 367190 House No: 10 Lot No: Street Name: NATURE'S WAY Town Name: SOUTH WINDSOR, CT Inspector: CHRISTOPHER DOUGAN Approval Date: Sep 16, 2004 This e-mail, including any files or attachments transmitted with it, is confidential and intended for a specific purpose and for use only by the individual or entity to whom it is addressed. Any disclosure, copying or distribution of this e-mail or the taking of any action based on its contents,other than for its intended purpose, is strictly prohibited. If you have received this e-mail in error, please notify the sender immediately and delete it from your system. Any views or opinions expressed in this e-mail are not necessarily those of Northeast Utilities, its subsidiaries and affiliates(NU). E-mail transmission cannot be guaranteed to be error-free or secure or free from viruses, and NU disclaims all liability for any resulting damage, errors,or omissions. I I i i DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR ( -7L b BUILDING DEPARTMENT VED 1540 SULLIVAN AVENUE O`1 Bldg.Permit# V ,A 644-2511 ext. 230 Date wl mg ns f Application must be printed or typed FEE SCHEDULE Location of Job: F;T�e—nanntD $0-$1,000=$13.00 Street :;A�p—t.No. No. Over$1,000= $13.00 per$1,000 or any fraction thereof nation APPLICANT APPLICANT ADDRESS C1 S \ uo 'A--)e—, APPLICANT PHONE# OWN S F,q OWNER C cC d �- OWNER ADDRESS O40. �, OWNER PHONE J C " ESTIMATED COST$ 3 Ur,� •� IS THIS A CONTRACT COST? CKes 0 No FEE ENCLOSED$ 1-A S OR-Co TYPE OF JOB: b'New Installation 0 Alteration/Addition/Repair Revised 8/99 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED 7THRESIDENTIALBUILDING PERMIT APPLICATION? ❑ O ❑ USINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE 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 �- /2 G� Q� SIZE OF MAIN DRAIN NO.OF TOILETS ` STYLE 1 , '(j NO.URINALS STYLE NO.OF BATHTUBS 1 NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE_ NO.OF STACKS�_ SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW�3 YES ❑NO SIZE OF WINDOW_ 2 C '7�) IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER O SEPTIC T NK SIZE OF WATER MAIN ` \ SIZE OF WATER PIPING&RISER 3 WATER HEATER: TYPE C�(► MANUFACTURER -�e DESCRIPTION OF WORK THE UNDERSIGNED HEREBY 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 PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT 11�.c J n_ DATE C\ U DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application' reby--., TOWN OF SOUTH WINDSOR ERMIT# BUILDING DEPARTMENT °�-7 1540 SULLIVAN AVENUE Bldg.Permit# 16f V � 644-2511 ext. 230 67 c)--� Date Building Ins,116 Application must be printed or typed FEE SCHEDULE Location of Job: } FtTenant /D a � r- e S o� $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT Rq) e-,, APPLICANT ADDRESS Q 7 CjL" APPLICANT PHONE# 3 7 3 O,4 N S p OWNER v CHID S r OWNER ADDRESS i e"R p d r At OWNER PHONE C ;D ESTIMATED COST$ a: IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ 1� TYPE OF JOB: �S R C O� ,/ New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT Continued from reverse side TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD _///�t y h O SIZE OF SERVICE aO 0 SIZE OF MAIN CONDUCTORS NUMBER OF METERS f/ NUMBER OF DISCONNECTS AND RATINGS =c�2 0 0 NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER 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 THE UNDERSIGNED HEREBY 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 PERFORMANCE OF SUCH WORK. /a 3 �5— 9'0 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE YA42D Y DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PEWIT# Applic b TOWN OF SOUTH WINDSOR I BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg.Pert# 644-2511 ext. 230 ' �)070 Date ilding inspect Application must be printed or typed FEE SCHEDULE Location of Job: �o zA!5 s $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt. No. q APPLICANT EL C� i4/�%? /%�•�E"�, ,�, a APPLICANT ADDRESS // 544 /W,6 Aroll' SUdlTh` , diiLL�Sa'`, CT APPLICANT PHONE# e4 O , z-IfZ . as-// OW Ni SF4 OWNER ✓�9C'!r✓E� L'LLC ST e-l-c OWNER ADDRESS -7 ,C1,0G� 41-3 OWNER PHONE 2�6 , y 3 ) -IS- Z-3 C ESTIMATED COST$ x IS THIS A CONTRACT COST? be Yes _No FEE ENCLOSED$ T�1•��-i Z .sCO TYPE OF JOB: OR C >C� New Installation _Alteration/Addition/Repair Revised 4/0 t//2002 e APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: JfZEATING ❑RESIDENTIAL O COMMERCIAL O VENTILATION ❑INDUSTRIAL HEATING ❑STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC >55WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE 7�S- °F DIFFERENCES°F TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) /L 2 GROSS HEATING CAPACITY(INPUT-BTUH).;)-0 AJC, NET RATING(OUTPUT-BTUH) Zf/ TYPE OF FUEL ❑OIL-('PM OIL TANK LOCATION:0 INSIDEO OUTSIDE CAPACITY ❑GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE 'j$'OF INSIDE 72- OF DIFFERENCE 2 3 OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE /O COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY 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 PERFORMANCE OF SUCH WORK. 3665,11/ 2)/ cz CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT d DATE VINTAGE HILLS, LOT 6 HVAC LOAD ANALYSIS for Prepared Br. Mchad Detaac Detco Air.1w. 11 SeaPwe Road. SmA Win&",Cr 06074 (960)282-0811 09-09-2004 I, I TOLI ..................................................................................................... ................................................ RFNJCC:=Rf......df�i ftjht CbrlirliEttlfl F11fAC t:badi'►tb�i ;;;;;;;;;;:; : E9Ei EBftVVi1!'D......d... ...t: ::IAetJNn FMB b IUC:::::::::........... :::: ::::::::: .. ::VBd�Fipls;i at E:: ......................... .. ::W@2L3prk 9floW MA:Ct083 ::: : : 99�0 2004:::::::::: Pop 2•. :ProJectsurourary:;; Project: Vintage Hills,Lot 6 Company. Delco Air,Lic. Client: Representative: Michael Delasco Address: Address: 11 Sea Pave Road. City: City. South Windsor,Cr 06074 Phone: Phone: (860)282-0811 Fax: Fax: (860)528-9690 Conunent: ........................... $!ttst Project Name: Vmtage Hills,Lot 6 Rcfm=w City: Hartford,Connccticut Daily Tvmperxture Range: Medium Latitude: 41 Degrees Elevation 19 Feet Elevation Sensible Adj.Factor: 1.000 Elevation Total Adj.Factor. 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter. 0 N/A N/A 72 N/A Summcr: 90 73 50% 75 30 .............................. Total Building Supply CFM: 4862 CFM per square foot: 1.151 Square feet of room area: 4,224 Square feet per ton 459.671 Mfdli ........ Total heating required with outside air. 150,975 Btuh 150.975 MBH Total sensible gain: 84,%8 Btuh 100 % Total latent gain: Btuh 0 % Total cooling required with outside air: 84,908 Btuh 7.076 Tons(based on sensible+latent) 9.189 Tons(based on 77%sensible capacity) Calculations are based on 7th edition of ACCA Manual L All computed results are estimates as bmldmg use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. a '_�.. 's t .. r •� r ,.Cr. t nvr.11 ��. / t 1.'1'1" 'f 1)r(1 .1(1 '1 1 .I' .1 � ( 1 .1 I � .I.�'i� .�:.. • 1 . ,..''1 J :i i i. 1 ' � r 1 .r r•I! I . I 1 1)1 •�1 I t..1 1 ' t 1 I 1 1 . � . ... 1 1 •1 1 ' '� •' �• 1 1 1 r 1 1. 1 I t I 1 1 1. !1'!r 1 1/ l 1 I •1 I 1• I I � i - ................................................ .................................. >�vc::rte > a cr��tcommgittal►w�c egi;Piorslhl_.;:;;:;;;::' giii saiwsireaidyispisisii.r.igr MCN.m Htg ti71Ut:::::................ ::::::::::::::::::::::::::::::::::::::::: ::Vlota lot a:: :iii►iad teid:tip:artier: : �2oa ... ..Pop 3: ...................................... Tour]:BtiildIn g Si mmary Lords;;:;;::::: Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3D Window Double Pane Low Emit Wood Frame 504 13,100 0 28,776 28,776 11A Door Metal Fiberglass Core 21 892 0 230 230 12JJ Wall R-19+1/2"(lyPsrtun llnard(R-0.5) 2,713 11,763 0 3,0.38 3,038 ue rm7;nNO Tnoyt 2,112 91,086 0 35,995 35,995 16G Ceiling R-30 Insulation 2,112 5,018 0 2,718 2,718 19D Floor Over Basement/Encl Crawl Hardwood+R-19 2,112 3,954 0 0 0 Subtotals for structure: 9,584 125,813 0 70,757 70,757 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork: 0 25,162 0 14,151 14,151 Infiltration:Winter CFM:0.0,Summer CFM:0.0 525 0 0 0 0 Ventilation:Winter CFM:0.0,Summer CFM:0.0 0 0 0 0 0 Sensible Gain Total: 84,908 Temperature Swing Multiplier: X1.00 Building Load Totals: 150,975 0 84,908 84,908 Total Buildh%Supply CFM: 4862 CFM per square foot: 1.151 Square feet of room area: 4,224 Square feet per ton: 459.671 ............................... BiiIN14:LO.Ada:::::::::: Total heating required with outside air. 150,975 Btuh 150.975 MBH Total sensible gain: 84,908 Btuh 100 % Total latent gain: Btuh 0 % Total cooling required with outside air: 84,9W Btah 7.076 Tons(based on sensible+latent) 9.189 Tune Qmve d on 77%sensible c"city) .................. Notes Calculations are based on 7th edition of AL A Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. .ivY i•f) ram. •pr.`i rri.r,�..�o rr. r�. n t •r rn r,�r:,.rn rr.� rr�i it in. �{ ... r� � .r., i r... 1 -_. , r.. � rr.i�r.r.. ... , r r r „r U ' r ' } ! rt 1 { r r t r r .ri• .. r � 11 1�' r �) r rr r r .r r ' 1 ,r U �� !1 .1 i r .,, i i, �i � rr. .ir r 1 .. r ,r. :u• r°i i... ! ' ' r l�' ,••r �'I r r li r r.', r ' ,. � a ,a I, r..r �.r, r ,� r r �I i r 1••�r r tL.,.�_.r.. .. .r r. .�_..� n; � r. rn .r r• .. n. r r, fir. t i �' , R........Rb........ S 6o.....6..................: ... .,,;;;;;•::::: ::B!C!f�bRwt�ea'Dev fnt::. IuleNipt Htl(S :Vhdr�r Fiel:;lof E i YVedt Sptlx�lefd iMA C10ES i i: -M.2M: : Deta......R,uatu.LoaBs.......... ....................................... lT.rila v Room Length: 0.0 Feet System Number: 1 Room Width 0.0 Feet Zone Number. 1 Arca 0.0 Squarc Fcct Supply Air: 0 CFM Ceiling Height- 8.0 Feet Required Vent Air: 0 CFM Volume: 0.0 Cubic Feet Actual Winter Ventilation Air. 0 CFM Number of Registers: 0 %of Supply: 0 % Runout Air. 0 CFM Actual Summer Ventilation Air. 0 CFM Runout Duct Size: 0 Inches %of Supply: 0 % Runout Air Vclocity: 0* FcctlMinutc Actual Winter Infiltration Air. 0 CFM alloc. Design Loser: 0.100 In.wg/100 Ft. Actual Summer filtration Air. 0 CFM allo c. Actual Loss: 0.000 In wg/100 It *Runout velocity constraints were not met due to duct schedule limitations. ltcm Arca -U Htg Scn. C1g Latcnt Scn. Deso*(ion Quantity Value HIM Loss HTM Gin Gain Subtotals for structure: 0 0 0 0 Infiltration:Winter.0.0,Summer.0.0: Ductwork: 0 0:00 0 go S S Active People:230 lat/per,300 sen/per. 0 0 0 Inactive People: 150 lat/per,250 sen/per. 0 0 0 Appliances: 0 0 Lighturg 0 Sensible Usin'1'otat• 0 Temperature Swing Multiplier. X1.00 Room Totals: 0 0 0 .. �et � � 1. in1 �/ nw� •.�... �rl.'r 1 1•ir t/1.'1 1� � �'i' :ii'l r !. 1 1 tr Jl I �f i (. 1 I• .. ..... t• , •r 1ll n r I I r r .� Ai I I .L.r.r. i I. .� �. I II I ,1 r �1 r. 1 .:d.�n I I. !„• 11ii: r.r j,I ram. � .. r ; Ir1 � tr j !1� til !�I•'% i!••,r •. i 1l.ii nl 1� ! :' •L' � 1 ! �ji . !. II � 1 ll! ii 1! ! 1 4 rl•. 1! rrl '1./'I 1 1! 1 I 1 ( 1 1�✓!1 �l .III :1.•� ! 1' t. r I � !. I 1• 1' !1 1 �� I i l,l ..�I �I 1 •I I 11 1 irr f.r! •t i 1 s �i .� .�.�.li II It '} ....................... RWXO::Reslder&d t l 4iM ii eidi!WAO Lq�d;;FioBMM....:;;;:;;: :'61te�oRwevelbpt;;friy : ..::. .. :::::.::::::a iur:.:::....... ...: ::....:..:.....:::::::::::::::•:: .... .. ::v t.et s........................... ............................ Pop ............ ....................... :Detailed R�oaar ....................................... ............................... Room Length: 44.0 Feet System Number: 2 Room Width: 48.0 Feet Zone Number. 1 Arca: 2,112.0 Squarc Fcct Supply Air: 3,058 CFM Ceiling Herd 8.0 Feel Required Vent.Air. 0 CFM Volume: 16,896.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 25 %of Supply: 0 % Runout Air. 122 CFM Actual Summer VentMon Air: 0 CFM RunoutDuctSize: 1 Incnes 70 of buppty: "v 71r Runout Air Vclocity 458 Fcct/Mlmitc Actual Wlntcr Infiltration Air: 0 CFM alloc. Design Lour: 0.100 hLwg/100 Ft. Actual Summer Infiltration Air: 0 CFM allot. Actual Loss: 0.109 In wg/IW Ft. Item Area -U Htg Sen. C1g Latent Sen. Dcscnpticn Quantity Valuc HTM Loss HTM Gain Gain N WALL-1211 44 X 8 320 0.060 4.3 1,382 1.1 0 357 E-WALL-12H 50 X 8 303 0.060 4.3 1,309 1.1 0 338 S-WALL-12H 24 X 8 176 0.060 4.3 760 1.1 0 196 W-WALL-12H 76 X 8 408 0.060 4.3 1,763 1.1 0 455 E-DOOR-I1A 3 X 7 21 0.590 42.5 892 11.0 0 230 N-GLAS-31)2-P 0-0 S-1 100%S 32 0.361 26.0 832 18.0 0 576 E-GLAS-31)2-P 0-0 S-1 O%S 76 0.361 26.0 1,975 63.0 0 4,788 S-GLAS-31)2-P 0-0 S-10%S 16 0.361 26.0 416 31.0 0 496 W 43LAS-31)2-P 0-0 S-1 O%S 200 0.361 26.0 5,198 63.0 0 12,600 UP-CEIL-16A DARK 44 X 48 2,112 0.599 43.1 91,086 17.0 0 35,995 FLOOR-19D 48 X 44 2,112 0.052 1.9 3,954 0.0 0 0 Subtotals for structure: 5,776 109567 0 56031 Infiltrxticm:Winter.0.0,Summer.0.0: 34.5 0.000 0 0.000 0 0 Ductwork 0.2W 21913 0.200 0 11206 Active People:230 lat/per,300 sen/per. 0 0 0 Inactive People: 150 latlper,250 sen/per: 0 0 0 Appliances: 0 0 Lightm& 0 Sensible Gain Total: 67237 Temperature Swmg Mulbplier. X1.00 Room Totals: 131,48 0 67,237 0 .IV -I n , t .I.,.. •r� I•r .r�n r r• r..i.I r .,. t�Ir•, a /, I 1 . ,f .. ��11� ,'•1 1 it I�•1 111.I i'ii,1 I I 1)I• , r „'1 1,•Ir /l III 't+ r r ,1 1 t i r 1 t Il 1. r; •rl f r . i ., �I t 1 1 RMVIRG=Re lgenlls!5 ityht Cartmx�ret..VAC LO As.R�fatp;;: ::: :::: ::EAR!s6RVHAt!'[TlV hlt i.,:ki�: NcNiOt FRS : :lflid�s FltlhKlof 8. ............................................................ ...:::: ::: . ....... .. ........ .................................... ... .......................::... .. ::Wast:Spdngr*M.:MA:Ct0@8 ::::::..........................: ::::::�y oy :::::::::: :::::::............................. :Pip 8::.. ....... ..................... .............................: .. .... .... ............::::::: DetAiled Roues I;"ds:::......: ....................................... Room Length: 44.0 Feet System Number. 2 Room Width: 48.0 Feet Zone Number. 2 Arca. 2,112.0 Squarc Fcct Supply Air: 804 CFM Ceiling Height: 8.0 Feet Requirml Vent.Air. 0 CFM Volume: 16,896.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 7 %of Supply: 0 % Runout Air. 115 CFM Actual Summer Ventilation Air. 0 CFM Rutout Duct Size: 6 Inches %of SUPPly: 0 % Ruiout Air Velocity: 585 Fcct/Mumtc Actual Winter Infiltration Air. 0 CFM alloc. Design Lass: 0.100 In.wg/100 R. Actual Summer hatrution Air. 0 CFM allot. Actual Lou: 0.219 In.wa/100 Ft. iiem Area -U- Htg Sen. C1g Latent Sen. Dc=4)fion Quantity Valuc HTM Loss HTM Gain Gain N-WALL-1211 46 X 8 368 0.060 4.3 1,590 1.1 0 411 E-WALL•12H 60 X 8 420 0.060 4.3 1,814 1.1 0 469 S-WALL-12H 45 X 8 328 0.060 4.3 1,417 1.1 0 366 W-WALL-12H 61 X 8 400 0.060 4.3 1,728 1.1 0 446 E-GLAS-3D 2-P 0-0 S-10%S 60 0.361 26.0 1,560 63.0 0 3,780 S-GLAS-31)2-P 0-0 S-10%S 32 0.361 26.0 832 31.0 0 992 W-GLAS-31)2-P 0-0 S-10%S 88 0.361 26.0 2,287 63.0 0 5,544 UP-CEIL-16G DARK 44 X 48 2,112 0.033 2.4 5,018 1.3 0 2,718 Subtotals for structure: 3,808 16246 0 14726 Infiltration:Winter.0.0.Summer.0.0: 180 0.000 0 0.000 0 0 Ductwork: 0.200 3249 0.200 0 2945 Active People:230 lat/per,300 sen/per: 0 0 0 Inactive People: 150 latfper,250 sen/per: 0 0 0 Appliances: 0 0 Lighting 0 Senable Gain Total: 17671 Temperature Swing Mulhplier,. X1.00 Roam Totals: 19,495 0 17,671 �. ,•,n-:ii err ., ..,;i i�. .,Ifr f �i 1 r r _ rr t.•, , r l ,r r } ...................................................................................... .. .. . . ... RWAC';Residehffg R LTdM Cbitirh*ftIM HVAC Otid!PMyNfq;;;;:;;;;;;:' ::fe110E SbftWite DEV"b #.WIK,:6ft; ................. . ::::::::::::::::::::::::::::::::::: r..off a:a s..................... .... ................ ............................... .. Pop 2:: .................................................. Room L*oa Sumniary.Rapor.U:::::::::: $ystiem�2 m t:oxd 3nnim9cy* Htg Htg Run Run C19 Room Area Sens Nom Duct Duct Sens No Namc SF Btuh CFM Sizc Vc1 Btuh --Zone I--- 1 bilaw 0 0 0 0-0 0 0 System 1 Totals 0 0 1,000 0 0 Ma: . .......................................................... System k1 Conllug System Summary......... Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btah Net Required: 0.000 0%/0% 0 0 0 Recommended: 0.000 77%/23% 0 0 0 . . -� ..� 1 Ir' r'1 if Ir 11•f 1:r fll.r. 1 {. 1 '.. 1 � r 1 I•Ir'� { { i 1� �-i �. 1 1 1� �� 11 ��• I�.r \t 1�1 ll [ t' 1r �r� 1 Ir1Y r. 1�. � I1..f1: 1 11.,... � .1.�. t 11 t't Jr t 1 i { 1 .I �r ..... RFR/A6;=Re......tlN..LISI+t Can ieitlN HVAC oads:Pib�tiin;;;;;:::::;: ::EHf Do.trraii Deireaopnlirii�Gie; AAtNOIq It b AIC: :VlMigir FlplfKlet 5: i ::West :1AA:Q1089::: :::::: ::::::::::::::::::::::::::::::: :::: 0&2A64:::::::::: :P.igi 8:: irf 60ttf :OA1� 1119�1Jar. :kP)OFLt: m:.....a.4IIiIImi1 :::::::: Htg Htg Run Run Clg Room Area Sens Nora Duct Duct Sens No Namc SF Btuh CFM Size Vc1 Btuh ---Zone 1--- 2 Lower Level 2112 131,480 1,709 25-7 458 67,237 Zone 1 Subtotal 2112 131,480 1,709 67,237 0 —Zone 2- 3 Upper Level 2112 19,495 253 7-6 585 17,671 Zone 2 Subtotal 2112 19,495 253 17,671 0 System 2 Totals 4224 150,975 1,962 84,908 0 *Ms: 'Main Trunk velocity constraints were not met due to duct schedule limitations. Main Trunk Air Velocity=1858 Feet/Minute Systeiu#2 C ii Sysfeia Samm:iry Cooling Sensible4Atent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 7.076 100°yb10'Vo 84,908 0 84,908^ Recommended: 9.189 770/oJ % 84,908 25,362 110,270 R oppq y ;rdll IWO$M FPDHI Ali to-IV '. ! Io. .I „ I t • r NOTES: 0.5' Min. 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES 2. STAPLE THE SILT NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH 1. SET POSTS AND FENCING TO THE ANGLE POSTS EXCAVATE A 6"x6" SILT END OF THE POST MANHOLE EXTENDED TO GRADE- STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND 5'UPSLOPE POST UPSLOPE FROM POSTS FENCING (REQUIRED If FILL OVER TANK OCCEEOS 12•) j --- FOR STABILITY MANHOLES SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT AND SELF- CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND CLEANING. \ \ SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE NOTE: SEPTIC SYSTEM DESIGN FOR SUBDIVISION ' i' MIn. I \ Filter Fabric FOR ALL STABILIZATION REQUIREMENTS. APPROVAL USED PERC TEST 18 AS BEING INLET--- 3 /\ -REPRESENTATIVE OF SOILS IN AREA OF R %,,b Zo OunrT("TH MTEt) 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. SEPTIC SYSTEM. 3. ALL ROADWAY UTILITIES ARE 0 T BE INSTALLED I IN COMPLIANCE S OUT BAFFLE / \ \ I \ " WITH THE APPROVED "VINTAGE HILLS" SUBDIVISION PLANS. PERCOLATION TEST: 5A xRLtTeACON $ 1 Broken Stone i 3. ATTACH FILTER FABRIC TO 4. BACKFlN THE CONNECTION AT MD DE91H 9 OAS DEFLECTOR /\� / \ Gravel or Screened DEPTH OF PERC. HOLE: 29 INCHES FILTER THE WRE FENCING AND EXTEND TRENCH AND COMPACT � 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH THE EXCAVATED solL. FABRIC IT TO THE TRENCH 1 S REWIRED , 2/3 REQUIRED ARTMNCAPACITY IN CITY IN SECOND , 4'-0' DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION TIME READING CALC. RATE FIRST COMPARTMENT COMPARTMENT 18 Min, AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. COMPACTED 6' MI (MINUTES) (INCHES) (MIN/INCH) BACKFlU. 4'-0" min. GROUND WATER 5. PARCEL ZONED RURAL RESIDENTIAL RR. 1:24 14 3/4 - ` - I LENGTH NOT GREATER THAN 4 TIMES WDTH OR DEPTH 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE S LEDGE ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE 1:29 15 20 TWO COMPARTMENT SEPTIC TANK CONNFCTICUT PURI IC HFAI TH conF I Ain AT A MINIMI IM CI OPP OF 1 /4' PFR I INFAR F'nnT - - -- --- - - ---._ .._.._... _...� ... .. .............., .,�.,. .. .,. ., ". �...�.... . .,., .. 1 34 NOT TDSCALE ... .. 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, 15 1/4 20 CONSTRUCTION OF SYNTHETIC FILTER BARRIER TYPICAL LEACHING GALLERY IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN 2:00 16 1/4 26 CONSTRUCTION RECEIVED FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED NOT TO SCALE IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO " TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT NOTE: 5 OF PRESOAK WATER IN HOLE ® \ \ I \ JUN 2 9 2004 IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL START OF TEST \\ \ \ \ \ \ \ \ 20' STREET TREE AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL \ \ \ EASEMENT IN \ \ � f SOUTH WINDSOk TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND + \ �Q \ 0 FAVOR OF THE \ I ENGINEERING DEPT SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. SELECT I \ �7 Q' � `� I 1 FILL TO MEET TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. / 0 TOWN `OF SOUTF�O I r \ r r- S�I,LT FENCE \ \ "iNOSUR I ► I `SEE SEPARATE SELECT FILL GRADATION CRITERIA) \ 1 TYP PERCOLATION TEST: 18 \ \ S87 14 4� W 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED / \ \ ..,..-- ■� w >• ■■ I� 11�� I TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. �---- ■t. 11 DEPTH OF PERC. HOLE: 24 1/2 INCHES � l `�..��.-�.F•�� ...�,1 •• �• '� �' '� �\ \ S��a �\ , �� I lI \ 9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED TIME READING CALC. RATE LB GALLERY \ \ \\ �v ♦��-47 59 BEFORE ANY SITEWORK IS PERFORMED. (MINUTES) (INCHES) 354.67 \ ( ) (MIN/INCH) i I T 10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 4.14 12 _ I 354.34 n / 11. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER I ( P'-'5 3 .6�_fib --�--- \ \ �4 ♦ 2/03l , SHALL SUPERVISE STAKING OF THE SEPTIC To ASSURE CONFORMANCE 4:19 13 1/2 3.33 I • PR� \ /� �� �N \ TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH \ \ CpDE pF THE STATE pF rpNNErTif�l IT 4:25 14 3/4 4.8 I 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT 4:29 15 1/4 8.0 I \ \ o `Nv 3q3• � F \ / ��� ���� I OF HEALTH CODE. 4:34 15 3/4 10.0 13. NO STORMWATER GROUND WATER COOLING WATER OR MATERIALS CLASSIFIED AS HAZARDOUS - A„� T„ .,� ,..�,,;,.�,.�., �,. �,� ;.�.,�. ...-.,... 4:39 16 1/2 6.67 I TP234 PpnpncFn \ AI[E IV at UIJL.r1AMUtU 1 V -I NE SEY I1C SYS I tM. `"' ""'- �/� •� \ \ r J �. t 14. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS 4:44 17 10.0 (, 20'X40' �0 \-' bVl 1 # \ 1 ' I PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE 4:49 17 3/4 6.67 I , POOL goo \ 41 101 S. •� I �� 3+ 00 0 (Y\ � DESIGN ENGINEER IMMEDIATELY. �y o 4:54 18 1/2 6.67 \\ , d\ \\ \\ AC I O 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE m 5.00 \ \ \\ I 1 ( I I _.._W Q\\ AS SOON AS POSSIBLE. 5:17 19 1 2 23 I (n / M \ \\\ U N \ �I/ \ / rn \ o W w \ \ I 1 1 \16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE 5:46 20 1/2 29 ( 1 \ o 10 RUNOFF AWAY FROM THE SEPTIC SYSTEM. f < \ �1p0 --� \ o \ 1 1 \ 1 W m / lsir-n PTIC TANK • � TP3\ 332t4047 TMIIr% Ll MJA11 klf%-r mr nrf7\IITTf'1'1 /1At rLIC Cil1 Anr7A AI-Tt15 TLJC L-t1�CT 4r," /1C CIII UA%lr 1 1� 1 rAI I nnlc �. _ , i I/. IRVVRJ SHALL IVV 1 BE FERMI I IEU VIV IHE FILL AREA Ar IER ME f IRSI IG Vr- f ILL rVmYG I y vv v. •a..�v,�v \ N r � O° BEEN PLACED AND COMPACTED. ( LC) rn /� NV IN: 348.90 \ L1.00, \;� \ 18. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE ' r-- D IN A L V OUT: 348.65 ,\ C\ 467' \ 3� 2' 4 \ EXCAVATION FOR THE TRENCHES. d' ( .r- / MA LES- LF 4 ' C�INV. 349.��57 V 1 ,�Y1 I. � � A n r ���� i L•\ p 4.24 4Z \ \ \ \ \ \ 1 W 19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION LOCATION & ELEVATION TO 0 Gn V c ►✓ 36 333 t 1 THE EN NF 'r' FOR THE P 0 _ C- ^rcAr. tG I ? B THE HE 77 � �} � \ \ 41 'c: F r'_I C" S7 tC {IpP C:" ;' C,,.� i.�-a n,- C- :JIf� ✓RMt�I�V FOR i )A: Ti•S.! O �� u � � , \ \ 351t7 1 \ \ � \ \ ♦`.. --}- W / \ \ \ \ \ Y 3 /DEPARTMENT. a 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR N z / \ \ SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. / I / \ 3 LF 4 PVd\ Z.o \ \ \ \ 5.0 \ ry SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. / / S=1.0% \ \ \ \L- 19. 1 21. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM / �` PUMP CHAMB�B \ n 1 OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR / / �` INV IN: 348.60 / �j0 / \ \ \ 1- G ONSTRUCT�OW ENTRAI CE PAD LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. / / I ( \ L�- 4 "-21" ST OVER FIL ER 22. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. / / m ( \ I 2 FORCE MAIN i '� \ \ ♦ ! r-A Mr9 179 / Of4'� - - - - - - \ I \ 70 U �-D BOX i \ \ -L �-I o ---` 1 I 11 1 I V I N: 354.51 i \ d- CO \ I� -P I-� { 11 REFERENCE NOTE: I I D w I IN OUT: 354.34 1 TP38 \ \ \ ♦ \ ',_, 1CJl I 1 BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS I� 117TII T 306 ENTITLED VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT I I D I I 1I O, S Cy) "� 1 t \ " '`QO { 1 PREPARED FOR JACQUES CONSTRUCTION LLC, BY DESIGN PROFESSIONALS, INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11. 01I - ----I- - -Ln � I 1 P-1 g I 1 11 1 `\ \ \ I 'p+��6P �Chi,•SELECT FILL.• I I I I I 11 \ \ I I e '� ACT 1. THE FILL SHAD.NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. �� 'c" ' I °�Rpt 2. UP TO 45X OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE I I { 2 5. 0 -- I I I 1 ``•t RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). _ •^"" r 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVEANALYSIS ARTED. 1 6 LF ..I. » 4. THE REMAINIR NO SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA J I I �� 12" GALLERY ` S87o 14' 42\W I 1 \ I 1 SIEVE SIZE: X PASSING: ' 1 I TOP: 354.67 #4 100 ' ' I � I N V: 354.34 #04°0 10 - 500(SE•E NOTE BELOW) ' I - - - - - ' BOT: 353.67 OPEN SPACE / \ ' 1 \ \� I ► II #2� 0 - 20 0 - a I I` 1 \ I I I I LEG ND NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO ® IRON PIN TO BE SET NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE SEPTIC SYSTEM DESIGN 0 MONUMENT TO BE SET WES _ _300_ _ EXISTING CONTOUR NOT EXCEED tOX AND THE #200 SIEVE DOES NOT EXCEED 5X. N0. BEDROOMS = 4 30o PROPOSED CONTOUR THE RESPONSIBILITY FOR THE PREPARATION of A LEACHING AREA UTILIZING NO. LARGE CAPACITY TUB/JACUZZI = 0 'SELECT MATERIAL' IS THAT of THE PROTECT THE INSTALLER. THE INSTALLER SHALL x 287.3 PROPOSED SPOT GRADE SOILS FROM OTAKE THE �COOMPACTION AND ARY STEPS TO SILTATIONONCE EXPOSED.ATURALLY OCCURRING 100 - 200 GAL. = 0 >200 GAL. = 0 REQUIRED TANK CAPACITY = 1250 GAL ■" '� '�' SILT FENCE �_10• PROVIDE MANHOLE z87.3 EXISTING SPOT GRADE TO GRADE PERC RATE = 1-10 MIN/IN -F- PROPOSED FND. DRAIN Twical System Min. 6" Cover I �I r REQUIRED LEACHING AREA = 660 SF � " pvI^ c �nR_ � - Select Fin �" t "Mot. 4"p CV GV 2" Out USE SYSTEM WITH EFF. AREA = 5.9 SF/LF " """ _" - VC 1n `' El. 348.60 -> PROVIDE 2 SETS OF GALLERIES - 56 LF EACH S=0.5% MIN.) s• Top n TOTAL LEACHING AREA PROVIDED = 661 S.F. -G-- PROPOSED GAS SERVICE :• , '"�--� •-R•..� embankment TOTALPROPOSED WATER SERVICE C ' A,W-f Grade 1. CHAMBER TO BE ROTONDO PC 4x6 F _ ,^^ ^A. NOTES DISCHARGE VOL. �`+ RA I C C � BI IRF ACE IIRAINAf;E OR APPROVED EQUAL FLOW DIRECTION Original Grade 2. LIQUID CAPACITY = 180 GAL/FOOT1`0 �' HYDRAULIC FACTOR(HF)=42 18" Minimum 20 GPM AGAINST 0 FT OF3. PUMP TO BE CAPABLE OHEAD.PING N (DEPTH=22 /SLOPE=4.9%) 4' Minimum 032' Alarm PUMP FLOW FACTOR FF =2.0 APPLICANT: Common Fill 4. PROVIDE MINIMUM OF 660 GAL. MEYERS ( ) Maximum Groundwater (Shall If select FL STORAGE CAPACITY ABOVE ALARM 1 r On Off ( ) JACQUES CONSTRUCTION, LLC Elevation material If designated O.6T-o WHRSA Ledgerock as reserve area) FLOAT LEVEL - 0.25 4 BR PUMP C�IAy1BER CROSS SECT10I�1 PERCOLATION FACTOR (PF)=1.2 67 RIDGE ROAD (PERC. RATE = 1-10 MIN/IN)NOT TO SCALE SOUTH WINDSOR, CT 06074 MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER M.L.S.S.=HF X FF X PF TEL (860) 432-1823 AND EXTENT OF FILL. = 42 X 2.0 X 1.2 = 100.8 LF N.f.A n n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY ANO MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-z0 A Tel. 860.291.8755 M(� �/](�(}� (�f��( DEPENDENT RESURVEY PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED.ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE Fox 860.291•8757 �UllUU` QO l/ L'�U1JU�U V U INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE J:jesnign . ■ �O�Q��O�\ p�Q� ' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 20 0 10 20 40 VINTA GE HILLS ES TA TES' LL 1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. - i rofesslonals Mnc BY A LICENSED LAND SURVEYOR PRIOR TO ■ CONSTRUCTION. ( Itt FEET ) , civil engineers • planners 1 inch surveyors DES/GN.•GBS/JAS DRAWN.•JAS CHECKED.• GBS LOT #6 - M N\ ATURTS WAY � • 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 6/29/04 TOWN COMMENTS GBs to 20 ft. landscape architects • gis • gps JOB ND.: 1430 DATE.• 05-18-04 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY S 165 South Satellite Road, South Windsor, Connecticut 06074 DRAK�ING NO.: bbS 1430 /ot /ans 1430-5 ® H ��§®� S'® M�' �'UT as bLr`1 NOTES: 0.5' Mir). r�^r- 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES 2. STAPLE THE SILT 1. SET POSTS AND FENCING TO THE NOT PERMIT `'CEDING, THEN THE LOT MUST BE STAL. _IZED WITH ANGLE POSTS EXCAVATE A 6•x6• SILT END OF THE POST MANHOLE EXTENDED TO GRADE- STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND 5• UPSLOPE Pasr UPSLOPE FROM POSTS. FENCING (REQUIRED IF FILL OVER TANK EXCEEDS 12•) , SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT ANDFOR STABILITY / AND SELF- MANHOLES \ CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND CLEANING. \ \ SEDIMENIATIC. PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE NOTE: SEPTIC SYSTEM DESIGN FOR SUBDIVISION z 1' Min. \ Filter Fabric FOR ALL STABILIZATION REQUIREMENTS. APPROVAL USED PERC TEST 18 AS BEING - INLET-" . 3 REPRESENTATIVE OF SOILS IN AREA OF ` R10 t' to ounET(wITMFIUER) \\ /\ 12' 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. SEPTIC SYSTCvt. I, o , I _ !!t 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE -INLET BAFFLE L.J$ '�W vv yry w \\ I �` 1" Broken Stone N PERCOLATION TEST: 5A _ / or Screened WITH THE APPROVED "VINTAGE HILLS" SUBDIVISION PLANS. 4. BACKFILL THE CONNECTION AT MID DEPTH 3. ATTACH FILTER FABRIC TO TRENCH AND COMPACT GAS DEFLECTOR \\i� \ Gravel 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DEPTH OF PERC. HOLE: 29 INCHES FABRIC THE WIRE TRENCHENCING AND EXTEND THE EXCAVATED SOIL. FABRIC IT TO THE TRENCH DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION �/a REQUIRED CMAaTY 1N CO ARTMEfD CAPACITY IN SECOND 4'_0" TIME READING CALC. RATE F�25T COMPARTMENT COMPARTMENT I18rnin, AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. - - - - '� cOCKFILL D ��� I I I I I 6' Mi BACKfILL 5. PARCEL ZONED RURAL RESIDENTIAL RR. (MINUTES) (INCHES) (MIN/INCH) © GROUND WATER 4'-0' Min. 1:24 14 3/4 - , ` - I LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH ! 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE LEDGE A f`Tt. A 000 nn A nnonvrn rnI I A I A c cnt-/nlCtCn InI TA DI C I) nC TUC 1:29 15 2D HJim H-000, UR rrrrrwv�u Lt�Ur�L rrJ JrGIifIGV IIv Ir�o�� vt t - -- -- - -- - - CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. TWO COMPARTMENT 5EPT1C TANK t 1:34 15 1/4 20 CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOT T�SCALE 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, TYPICAL LEACHING GALLERY IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN 2:00 16 1/4 26 CONSTRUCTION FINE SAND Vvi I LESS THAN 5% FINES, PLACED AND COMPACTED NOT TO SCALE 11\1 F" I IFTC Tft Qn% nP-NIgITY PH I AAATFRIAI TO RF PI Arm PRIOR TO nInTC. c" TIC DDCCnAI! WATCD IAI unt C n -1. 1_ .0 90- D"1.r, , ,. , ,..,., .., ... . L. CED . ...C.. 1- Ivv I L. J yr t r�LJvrr� Y1'/-1 I L.r\ II'l 1 1"" w TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT START OF TEST \ \ \ \ \ I \ \ \ \ 1 IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL \ \ \ \ \ 20> \STREET TREE \ I � AREA AFTER TOPSOIL REMOVAL UNTIL 12' OF FILL. MATERIAL \ \ \ \ \ EASEMENT IN \ I TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND \ \ \ � \ FAVOR OF THE \ I SPREAD AND COMPACTED WITH_ ^DRIVEN VEHICLES. SELECT T,, -- r I _ e\1I r I \ 0 O Tr)WN VlP" C(ll ITI_ I I rT KILL IU MEET ItCHNICAL 51ANUAKUS OF ItIt 51AIt h'Ut3L1(: IitALIti t;Uut. \ JI\LI i"UNL.t \ 57 - """ ' """ " ' �� I I l I (SEE SEPARATE SELECT FILL GRADATION CRITERIA) / / 1- , ) INDSOR \ PERCOLATION TEST: 18 \ \ \ \ S87°1 4'42 VY 8. SYSTEM AREA TO BE LOAMED SEEDED \ - --AND GRADED \ "' ..� \ ! MMM = .r I \ TO SHED SURFACE RUNOFF AWAY FROM SYSTEM DEPTH OF PERC. HOLE: 24 1/2 INCHES / ,,,,,,,,,,.,_..,...56...L.F. -.., ,., .. �. \ �.�� \ ♦ _ \ .0 j \ 9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED TIME READING CALC. RATE 12 GALLERY \ \ \ ♦ I I I \ BEFORE ANY SITEWORK IS PERFORMED. (MINUTES) INCHES MIN INCH I TOP' 354.67 (INCHES) ( / ) I�I V'•�354.34 \ \ T E T % / \ \ Iv. �UIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 4:14 12 - , BO i _: ._55_3._6_7 \ ------ J-ram /q- ° ��i�.3�� 11. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER 4:19 13 1/2 3.33 ' I-'-JA `fiP1 ' �\ P \ //; / tN% /5 - ` - SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH 4:25 14 3/4 4.8 CODE OF THE STATE OF CONNECTICUT. 4:29 15 1/4 8.0 I \ 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT V• 343. OF HEALTH CODE. 4:34 15 3/4 10.0 13. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS 4:39 16 1/2 6.67 ! T P 2 3 4 ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. f PROPOSED c \ \ Q 11 11 4:44 17 10.0 /�\ 1 20 X40 �OSo ` �' `' L 7t \ I ' ' ' W dA is Ontt nnA1r%I'n^?1C ADC CAI/�n11AITCDCr1 TUAT ADC 111CCCDCAIT TUAAI AC nCDlr`TCn nnl TWIQ ( l� /� \ �_ I , ` t Imo• PLAN,IF >VILTHEIINSTALLER SHALL STOP IWORK tIAND�NOTIFY THE vHEALTH DEPARTMENT AND THE 4:49 17 3/4 6.67 \ COOL �\ Q// 2'0� \ 4L 101 S. 3+ 00 t 0 CY\ DESIGN ENGINEER IMMEDIATELY. / •C4-• \ ! I I n W \ \ ' 4:54 18 1/2 6.67 0 ! \ \ \ \\ 0 0. 4 AC O . l-- \ I I I I 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE ' M / C� \\ \\\ N \ W Cr Q \ AS SOON AS POSSIBLE. 5:17 19 1/2 23 WM 4- 1 \ 16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE 5:46 20 1/2 29 \\ • -a\ ` �,p�6� \\ I t ` I I ` ��� \\ \ RUNOFF AWAY FROM THE SEPTIC SYSTEM. W M / S PTIC TANK 17. RUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE > / 1 50 GALLONS \\ N °0 TP3\ , 1 r1 �` ,, X332140 �\ BEEN PLACED AND COMPACTED. m // i N V I N: 348.90 \ $ \ Lo \ \ \ ��� \ RI SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE r- D V OUT: 348.65 ,\ I^� 1.00' 4.67' \o 3\ �LI 4 \ 18. ALL FILL MATERIAL � ) / A A LES ��� NINV: 349;957 \ ^ \ \\ \ \ EXCAVATION FOR THE TRENCHES. 1 19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO I ( ( DO TO GR DE "� 2a�j%2-\ 1 0 424 \ JE.42 351,7 \\ \ \,` \, \\ \\ 33391 C / THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH 0 z-1 ® \ + 4 W DEPARTMENT. f 0 \ 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR 4°° PV 4 0 \ \ \ \ \ - \ 7 W SMALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. / / \ 3 LF \ Z. \ \ \ \ \ 5.0 SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. / ' / S=1.0% \ \ \ \L_ 1 g. 1 21. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM // / SAS PUMP CHAMB� / \ \ \ n OF 18 TO MOTTLING, AND 48 TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR / INV IN: 348.60 / / \ f LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. J / cJ� \ \ CONSTRUCT�01 /ENTRA CE PAD 2" FORCE MAIN I \ Q 4 � �"-2" STOPd� OVER FILE ER 22. THIS MAP IS DEPENDENT ON THE MAP REFL,<ENCED HEREON. j ` I j x D BOX IN V IN: 354.51 I /fig \ \ \ CO 1 0 I 1 D I W , IN OUT: 354.34 j90 I TP38 \ \ \ \ j\ i REFERENCE NOTE: j BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS jl D I T 306 I M ENTITLED "VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT ! I I j 2 0 \ . \ " '`Co I 1 PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, t \ r \ INC. DATED 12 03 01 REV. 7-16 02, SHEETS 8 11. ---j I I- M j , P--18 j I 1 \ \ SELECT FILL• t. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. 2. UP TO 459 OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE I ' I j 5• 06 RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). 3. THE MATERIAL THAT PASSES THE #14 SIEVE IS THEN REWEIGHED AND THE SIEVE 6 -_ --L •�� �! \ \ I ! ANALYSIS RESTARTED. + -`�• , \ I 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: I ` 12" GALLERY ` S 87°14f 42\W SIEVE SIZE: x PASSING: 1 TOP: 354.67 - too I i II 1 � INV: 35434 o 10#40 - so(SEE NOTE BELOW) BOT: 353.67 ()PEN SPACE 00 0 - 20 #1200 0 - 5 LEG6D NOTE ,pw IRON PIN TO BE SET : PERCENT PASSING THE SIEVE CAN BE INCREASED TO El MONUMENT TO B E SET NO GREATER THAN 75%IF THE PERCENT PASSING THE #1100 SIEVE SEPTIC SYSTEM DESIGN DOES NOT EXCEED 10% AND THE #!200 SIEVE DOES NOT EXCEED 5r THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING NO. BEDROOMS = 4 _ _300_ _ EXISTING CONTOUR SELECT MATERIAL" IS THAT of THE LICENSED INSTALLER. THE INSTALLER SHALL NO. LARGE CAPACITY TUB/JACUZZI = 0 300 PROPOSED CONTOUR TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. 100 - 200 GAL. = 0 >200 GAL. = 0 x 287.3 PROPOSED SPOT GRADE REQUIRED TANK CAPACITY = 1250 GAL SILT FENCE I_t0' PROVIDE MANHOLE PERC RATE = 1-10 MIN/IN 287.3 EXISTING SPOT GRADE REQUIRED LEACHING AREA = 660 SF Min. 6" cover TO GRADE -F- PROPOSED CND. DRAIN Typical System Select Fill Mot. ¢" USE SYSTEM WTH EFF. AREA = 5.9 SF/LF (6" PVC SDR-35 pvc to `> cv cv 2" oLlt El. 348.60 > PROVIDE 2 SETS OF GALLERIES - 56 LF EACH S=0.5% MIN.) Top of TOTAL LEACHING AREA PROVIDED = 661 S.F. -G- PROPOSED GAS SERVICE �----� -y embankment ° -W- PROPOSED WATER SERVICE DISCHARGE VOL. N Original Grade E 100 GAL. =_ M.L.S.S. SURFACE DRAINAGE 1. CHAMBER TO BE ROTONDO PC 4x6 OR APPROVED EQUAL o Original Grade 2. LIQUID CAPACITY = 180 GAL/FOOT FLOW DIRECTION 18" Minimum 3. PUMP TO BE CAPABLE OF PUMPING N HYDRAULIC FACTOR(HF)=42 4' Minimum �- 20 GPM AGAINST 10 FT OF MEAD. (DEPTH=22"/SLOPE=4.9%) Common Fill 4. PROVIDE MINIMUM OF 660 GAL. 032> Alarm MEYERS FLOW FACTOR (FF)=2.0 APPLICANT: Maximum Groundwater (Shall be select OF STORAGE CAPACITY ABOVE ALARM On ' Elevation material if designated FLOAT LEVEL 0'6 5' Off WHR5A (4 BR) JACQUES CONSTRUCTION LLC Ledgerock as reserve area) �0.25 PERCOLATION FACTOR (PF)=1.2 ' PUMP CkAMBER CROSS SECTION (PERC. RATE = 1-10 MIN/IN) 67 RIDGE ROAD NOT TO SCALE SOUTH WIINDSOR, CT 06074 MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER M.L.S.S.=HF X FF X PF TEL 860 432-1823 AND EXTENT OF FILL. = 42 X 2.0 X 1.2 = 100.8 LF N.T.S. u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 ® Tel. 860.291 •8755 ���I�On/7�{ln(�(1D� DEPENDENT RESURVEY PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ® Fox 860.291•8757 ((l1� \\vVf� (( I((��(M BE ORS DTION. ALL VERIFIED PRIORNTOUTILITIES CONSTRUCTIION.D STATE OF SURVEY CONFORMS CONNECTICUT" HORIZONTTAL ACCURACY THE CLASSCONNECTICUT ANDASSOCIATION VERTICAL ACCURACY CLASS SURVEYORS, INC. THIS 20 GRAPHIC SCA20 LE 4o &r0fessmionals, essgn �� (� 0 0 p VINTA GE HILLS' ES'7'.A TES, LLC 2. ALL UTILITIES ARE TO 8E STAKED IN THE FIELD ilk L�'0����0� ���� BY A LICENSED LAND SURVEYOR PRIOR TO 70 THE BEST OF MY KNO DGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. _ nc■ CONSTRUCTION. ( IN FEET ) civil engineers • planners surveyors DESIGN:GBS/JAS DRAWN. JAS CHECKED: GBS LOT *6 - 10 N\ ATUR a S WAY • 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 6/29/04 TOWN COMMENTS CBS 1 inch = 20 ft landscape architects giS gpS JOB NO.: 1430 DATE 05-18-04 OF THERO ESSIONALL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY RIC MARTEL 165 South Satellite Road, South Windsor, Connecticut 06074 ORAty1NG NO.: s 9430lot /ans1430-6 ION SEAL AND ORIGINAL SIGNATURE ����� ��§®� ���� �rI��� v bb f 1 South Windsor BUILDING DEPARTMENT RECEIVED lr.a�wrl77 r..0 ttrrt to+s lu. ere to at the proposedrbuild nQ(Gircat.: a ;.: ue cted atteratlorra JUN 3 . 2004 10 /Uct 1» (U f (n SOUTH'WIND togAther with t�✓J�� amendments t :— rear ENGINE£RI��4�EAT. 211ey with plan end 1 n ,,; guil,tln� g e to Ppilcatto anc and st,,ta comply with ail zvhtn� faau:,d laws and SUCK or as by the ESutldt.^.E; ,;,.pa,-rmer, shalt be e this ePPlication and linal issuanceuof a P•mtlt. a Pendency buitdinp Signed This plan Is aP?roved subject to orders and ordinances the condition eornplied nIth. 7egWating bulldln that 8 shall be Conditionally Approved These filed with nu.Id" lospcctor Clerk NOTES: � 0.5' Min. 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES 2. STAPLE: THE SILT NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH 1. SET POSTS AND FENCING TO THE �-- ANGLE POSTS EXCAVATE A 6%6" SILT END OF THE POST MANHOLE EXTENDED TO GRADE- STRAW \ OR EROSION CONTROL NETTING TO PREVENT WINTER AND 51 UPSLOPE Pasr UPSLOPE FROM POSTS. FENCING (REWIRED IF FILL OVER TANK EXCEEDS 12") FOR STABILITY MANHOLES SPRING EROSION. . PROPERLY INSTALLED EROSION AND SEDIMENT AND SELF- CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND CLEANING. SEDIMENTATION PROBLEMS. THE BUILDER OWNER 1S RESPONSIBLE 95 I / NOTE: SEPTIC SYSTEM DESIGN FOR SUBDIVISION ` IN�y Z ' 1' Min. { \ Filter Fabric FOR ALL STABILIZATION REQUIREMENTS. APPROVAL USED PERC TEST 18 AS BEING -OW m s / REPRESENTATIVE OF SOILS IN AREA OF 2 I 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. SEPTIC SYSTEM. Q� Z ouT1ET(WITHF1LTeR> \ 1 /\ 1 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE iV -OUTLET BAFFLE - 1 INLET BAFFLE 1" Broken Stone WITH THE APPROVED "VINTAGE HILLS" SUBDIVISION PLANS. PERCOLATION TEST: 5A \ �\ or Screened 3. ATTACH FENCING FABRIC TO 4. BACKFILL THE FFNNECTItNJ AT MO DEPTH o / DEPTH OF PERC. HOLE: 29 INCHES FILTER THE WIRE FENCING AND EXTEND TRENCH AND COMPACT GAS DEFLECTOR /\d' \ Grave( 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH THE EXCAVATED SOIL. \\ FABRIC IT TO THE TRENCH 2/3 REQUIRED CAPACITY IN DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION , ^arTMl°N`�sE +O 4'-D' TIME READING CALC. RATE ter COMPARTMENT COMPARTMENT 18" min. AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. COMPACTED 6' MI BACKFILL 5. PARCEL ZONED RURAL RESIDENTIAL RR. (MINUTES) (INCHES) (MIN/INCH) 4 -0 min. GROUND WATER 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE 1:24 14 3/4 - \ l LENCTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH i ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE 1:29 15 20 LEDGE CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. TWO COMPARTMENT SEPTIC TANK �- 1:34 15 1/4 20 CONSTRUCTION OF SYNTHETIC FILTER BARRIER TYPICAL LEACHING GALLERY 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN 2:00 16 1/4 26 CONSTRUCTION FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO NOT TO SCALE NOTE: 5 OF PRESOAK WATER IN HOLE @ TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT START OF TEST \ \ \ \ I \ IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL \ \ \ 20' STREET TREE AREA AFTER TOPSOIL REMOVAL UNTIL 12 OF FILL. MATERIAL \ \ 1 TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND / I 0Q \ \0 EASEMENT IN SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. SELECT / I \ \ 37 FAVOR OF THE I I FILL TO MEET TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. / /-- S� LT FENCE � TOWN YJF �3 SOUT�b (SEE SEPARATE SELECT FILL GRADATION CRITERIA) . / (T�(p ) \ INDSO,R 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED PERCOLATION TEST: 18 \ \\ S87°1 4 42 W _ \____�„_,._..._�.. "\C�•"-' _ "�� \ TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. �...- 1 \ DEPTH OF PERC. HOLE: 24 1/2 INCHES zMM1 . ~� "' �w � '�� ttttt■ t� tt� \ � ' �� , �� I 9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED TIME READING CALC. RATE / 12 GALLERY \ \ ♦ 7.%9 I i BEFORE ANY SITEWORK IS PERFORMED. \ (MINUTES) (INCHES) (MIN/INCH) I STOP- 354.67 �' \ \ j I \ 10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. I INV'3354.34 \ T 6 9. 8� J� \ 4:14 12 - P-5 A B O I : J .6______,P 1 9 - �~ �� o ' /' - 11. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER 1 � \ \ �/4' 2,03 SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE 4:19 13 1/2 3.33 1 TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH \ \ / CODE OF THE STATE OF CONNECTICUT. 4:25 14 3/4 4.8 oo \ 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTCUT DEPARTMENT 4:29 15 1/4 8.0 OF HEALTH CODE. 4:34 15 3/4 10.0 �- 13. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS , ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. 4:39 16 1/2 6.67 I TP234 PROPOSED \ NW Q 14. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS 4:44 17 10.0 20'X40' �\ �Qgo '• \b�l' \ 1 / / W PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE 4:49 i7 3/4 6.67 POOL �\ 0 2pO � 1 ' 1 \ \ ' DESIGN ENGINEER IMMEDIATELY. / f \ '0 41 � 101. S. .\ �� 3+ 0Q 0 f'K\ 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE 4:54 18 1/2 6.67 � \\ d\ �� �� o_ a \ o [�\ AC { 1 I I 0 f o \� Cry 50 \ I I \ AS SOON AS POSSIBLE. 5:17 19 1/2 23 J � � � / � \\ w \ � N \ 1�( W � < \ 16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE 5:46 20 1/2 29 M \ o 14 RUNOFF AWAY FROM THE SEPTIC SYSTEM. < \ 04 \ o W M / S PTIC TANK \� 17. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE D / 1250 GALLONS \ 5 ` l-D U) e, TP3\ 1 \ ,, 332,40 Q� BEEN PLACED AND COMPACTED. :C7 / \ o I INV IN: 348.90 0 � �d�•p0 \ 1 \ ` \ ♦�\ X \ 18. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE D / V OUT: 348.65 \,\ C� 1.00' \ 4 67' 4 \ / EXCAVATION FOR THE TRENCHES. INSTALL IV INV- n \ \ 7 / MA LES 8 LF 1 'f 57 19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO N 00 TO GR DE 2 S%2'\ 0 4.24 \ \ \ \ \ \ 333.1 `0 THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH Cj `� / \ \ \ \ \ �'\ 4 I , v DEPARTMENT. / ^ N 4 \ \\ \\ \\ \ Y 3 +* O / 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR 7 ! / \ 3 LF 4"' PVd o \ \ - \ SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. / 2 SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. + / + S=1.0% \ \\ \\ \\ \\L \ 9. 1 \ ♦ N /\ 21. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM TP 155 I / / J� I PUMP C:HAMBLR / \ _ - 1 11, OF 18 TO MOTTLING, AND 48 TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR 0 th Description Notes / / `'7, INV IN: 348.60 / Q / \ \ \ \ n �-- G � 11 LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. o-5 Topsoil Litter l / I �� \ -\ ONSTRUCTPOI NTRAt�`CE PAD ;;05%11" Sandy Subsoil / Tin 2" FORCE MAIN 1 � � \ Q 4 �� � "N2" STONt OVER FIL ER 22. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 11"-22" Compact Coarse Sand / I \ 22"-4' Till \ 17TI I D I \ \ I AB-� x BOX � 11 a \ \� 1 DT Ledge: ND \ ° DT Water: ND > 1 I IN IN: 354.51 1 0) \ CD \ C6 { DT Mottling: 18" 1 1 ' IN OUT: 354.34 1 °-J° REFERENCE NOTE: I D _ TP38 C') M BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS TP - 156 1 1 1 Cn 1 fTl I ENTITLED "VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT Depth Description Notes T 306 04, Topsoil/Litter /Litter 1 1 I S (� 1 � { 1 PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, 8"-16" Sandy Subsoil-4' Ti I I I 1 v 1 y 1 INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11. 16• ll RJ \\ \ { DT Ledge: ND CoLO 1 I P-1 Et SELECT FILL DT water: ND I 1 DT Mottling: ND 1 1 / I 1 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE 3 INCHES. - 1 I 1 �h}) 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE 157De th Descri tion Notes 1 1 I 1 2 5. O V -��•�""""""� RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). D-4 Litter Topsoil 1 ....-•- "' 1 1 1 \ Icy 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE 4"-14" Sandy Subsoil 1 I -�--�"""'- !•�+ T ANALYSIS RESTARTED. le-S Till t -- ° W 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA I 1 ......... 12" GALLERY \ S 8 7 14 4 2\ SIEVE SIZE: X PASSING: DT Ledge: ND DT Water: ND i / TOP: 354.67 # 70 100 100 : ND DT Mottlin I / 1 I I I g I I / INV: 354.34 100 - 500 (SEE NOTE BELOW) OPEN SPACE I I - - - _ - BOT: 353.67 1 I 1 \ 1 I I #200 0 - 5 TP - 37 I 1 1 1 \ I I I I I I I LEG�N D Depth Description Notes � � 1 1 ' I NOTE PERCENT PASSING THE IF SIEVE CAN BE INCREASED TO o-4' Topsoil SEPTIC SYSTEM DESIGN 0 IRON PIN o MONUMENT O 0BE BE E ET NO GREATER THAN 75%IF THE PERCENT PASSING THE SIEVE "-12" Compact Sand DOES NOT EXCEED 10%AND THE �1200 SIEVE DOES NOT EXCEED 5% 4 P Y Loam 12"-6' Till THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING NO. BEDROOMS = 4 _ _309_ _ EXISTING CONTOUR SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL DT Ledge: ND 3D0 PROPOSED CONTOUR TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING DT Water: ND NO. LARGE CAPACITY TUB/JACUZZI = 0 SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. DT Mottling: ND 100 - 200 GAL. = 0 >200 GAL. = 0 x 287.3 PROPOSED SPOT GRADE REQUIRED TANK CAPACITY = 1250 GAL �" "' �' SILT FENCE TP - 38 410' PROVIDE MANHOLE 287.3 EXISTING SPOT GRADE � Depth Description Notes PR TO GRADE PERC RATE = 1-10 MIN/!N �- Min. 6" Cover 0-9" Topsoil REQUIRED LEACHING AREA = 660 SF -F-- PROPOSED FND. DRAIN Typical System T-20" Compact Sand Loam Select Fill Mat. 20"-7' Till p Y 4"PV CV GV 2" Out USE SYSTEM WITH EFF. AREA = 5.9 SF/LF (S PVC MIN.) 5' Top of C �n `� El. 348.60 -> PROVIDE 2 SETS OF GALLERIES - 56 LF EACH S=0.5% MIN.} _ " TOTAL LEACHING AREA PROVIDED = 661 S.F. -G- PROPOSED GAS SERVICE •-5 _, embankment DT Ledge: ND -w- PROPOSED WATER SERVICE DT Water: ND CIL � DT Mottling: 19" Qy. NOTES DISCHARGE VOL. N M.L.S.S. SURFACE DRAINAGE Original Grade 1. CHAMBER TO BE ROTONDO PC 4x6 Original Grade TP - 306 OR APPROVED EQUAL = 100 GAL. Depth I)esctipfion Notes 2. LIQUID CAPACITY = 180 GAL/FOOT �; FLOW DIRECTION 18" Minimum 0-4" 1.itterrropso,T 3. PUMP TO BE CAPABLE OF PUMPING N HYDRAULIC FACTOR(HF)=42 4' Minimum 4"-15" Com act Medium Sand f1 p D'i71� 20 GPM AGAINST 10 FT OF HEAD. Common Fill 15"-22" Silty Ioamw/Sand(OrigTS?) DEPTH=22 /SLOPE=4.9%) Maximum Groundwater (Shall !!a select 22"-31" Sandy Silt Subsoil 4. PROVIDE MINIMUM OF 660 GAL. Alarm PUMP Elevation material if designated 31'•-4s 'r;n 0.32 MEYERS FLOW FACTOR (FF)-2.0 APPLICANT. OF STORAGE CAPACITY ABOVE ALARM 0 6T 60' - On WHR5A FLOAT LEVEL Off (4 BR) JACQUES CONSTRUCTION, LLC 4L.dgk as reserve area) DT Ledge: ND 0.25 PERCOLATION FACTOR (PF)=1.2 67 RIDGE ROAD Mottling.DT Mol DT t« Tiro PUMP C AMBER CROSS SECTION (PERC. RATE = 1-10 MIN/IN) SOUTH WINDSOR CT 06074 ding: ND NOT TO SCALE MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER M.L.S.S.=HF X FF X PF TEL 860 432-1823 AND EXTENT OF FILL. = 42 X 2.0 X 1.2 = 100.8 LF N.T.S. u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 7HRU 20-300b-20 N Tel. 860.291 •8755 �LItIU DEPENDENT RESURVEY PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE 0 Fox 860.291.8757 I�/If�U UO l!�t11/LILSII�j t1 INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONFORMS RI ENDORSED BY THE LASSCONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE esi ■ ® D o VINTAGE .MILLS' ESFTA TES, LLC BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS 7-2. 20 0 to 20 4° ro►fess�t� �� � �. L��C�Q�fl©� pL�Q�I 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BES Y KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. mmommmul BY A CONSTRUCTION. LICENSED LAND SURVEYOR PRIOR TO SLOT #6 - 10 NAT l5J RIE'S WAY CONSTRUCTION. { III FEET ) ® ' DES/GN.•GBS/JAS ORAiYAI.•✓AS CHECKED.• GBS '�t(Ly� civil engineers • planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 inch = 20 ft. landscape architects • gis • gps JOB NO.: 14JO DATE 05-18-04 OFF THE SEAL AND ORIGINAL SIGNATURE 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.: Of)S 1430 /Of lonS 1430-6 SOUTH WINDS®Rp CONMCT ICUT THE PROFESSIONAL ENGINEER/SURVEYOR. N�. DATE DESCRIPTION BY RICHARO P. MARTEL R South Windsor BUILDING DEPARTMENT i (O- c� &Ja Wage filed wit,, ---- Clerk Swiding InEctor sN Hato NO: V V 1300469 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: I 1/01/2013 GIS ID:62350010 FEE: 15.00 MUNIS APPLICATION# 201301593 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ROSA ELECTRIC COMPANY;INC. ADDRESS: IO NATURES WAY ADDRESS: P.O.BOX 723 OWNER: CONRAN SYLVIA I VERNON ROCKVILLE,CT 06066, 10 NATURES WAY 'SOUTH WINDSOR,CT 06074 _,. DESCRIPTION OF WORK: GAS LINE TO FIREPLACE. WIRING FOR FIREPLACE INSERT. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE,WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: R BUILDING OFFICIAL 11/1/2013 3:31 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300485 TOWN OF SOUTH WINDSOR, CT PERMIT NUMi ER PLUMBING PERMIT DATE: 11/01/2013 N GIS ID:62350010 FEE: 15.00 MUNIS APPLICATION# 201301593 M BUILDING DESCRIPTION: APPLICANT LOCATION NAME: BROOKMAN PLUMBING " ADDRESS: AONATURES WAY ADDRESS: 1112 PALISADO AVENUE OWNER: CONRAN SYLVIA I WINDSOR,CT 06095 . IO NATURES WAY -SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: GAS LINE TO_FIREPLACE_._ . V 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 11/l/2013 3:31 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE