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HomeMy WebLinkAboutSeptic New 1390 John Fitch Boulevard s- f Y U�ttxUtYt n� �n�� in��,ax Department of Pollution Control SOUTH WINDSOR, CONNECTICUT' DRAIN LAYER'S PERMIT Application for Permit to Install or Repair Individual Sewage Disposal System Dalene Property Check # 153. Fee Paid $. .......................... By .........XXXXXXXXXXXXXXXXXXXXXXXUXXXXXXXXXXX:..:.. Permit No. ......... ................................... Date ..................'.......................................................... Pursuant to written application, permission is hereby granted to the Licensed Drain Layer named herein for repair ......... or construction :..':::. of an individual sewage disposal system concerning which the following information is submitted: 1. Owner of Property .. :. ..:.;. ::.. ............. Address of Owner 2. 'Location of Property ........::::::.::.:::........................................................................................................................................................................ Lot No. .............................. 3. Type of Structure .:— .:,,'..,. . . i ...;�.. a ,,,: . .: . . .... .............................. n (Dwelling, ' Commercial Building, Store, etc.) 4. Number of Families or Persons to Occupy Premises ................................................................................................................................................................ 5. Number of Bedrooms ................................................ 6. Average Daily Flow ................................................... Manufacturer and 7. Liquid Capacity of Septic Tank;..., �...::.:. . ........ Material of Septic Tank .......: .. :..:....................:...... $. Soil Conditions: Type of Soil,:..............................................................................................................:............................. (Sand, Gravel, Clay, etc.) Maximumground water table ............................................................................................................................................................................. 9. If not served by public water supply: Distance from Owner's well ........................................................................ From adjacent wells ............................................................................................. 10. Distance to nearest water course, drainage ditch, storm drain or embankment ....................................................................................... 11. Percolation Tests: Time for 1" drop in soil test .....'.:..:..::.................::................:. ..;:::. Classificationof soil ....................................................................................................................................:..................................................I............ 12. Minimum square feet of effective seepage area required .......:::.:::.::....::.I,-,.......:............................................................................................................ 13. Leaching System: Number of trenches .........Zour (A).......... Length ...........184...tt.................. Width ..........XXXXXXX,..,.„2.,,5 f t. Total ...k6.0 ..sq.,.;f..t............ Other ........................................................................................................................................................................ 14. Plot Plan Attached. .....No................................................... 15. Layout Approved. ...........X .s.............................................. 16. This permit expires ..........::..':...::'..:.::::..::........ 1 . a Signature ..................................... (Licensed Drain Layer) Installation Completed, Inspected and Approved in accordance with State Public Health Code and Local Ordinances .................................................................. .................. ....................... 19.. , ,..,.... By ..... z .......................................................... . ... PollutionProblem abated Date .............................................................................. ........................................................................................................................... ...........,... Inspector N OFF IC_L ADOiT 1 pId 4 RSA y GA&AIS C 0 Io I � � I I � I i � J I \ I � I I � !4a 38 �4s NOTES No scale used. SOUTH WINDSOR POLLUTION CONTROL Mint "A" is the NW Side frame of the LOCATION 1390 John Fitch Boulevard left garage door. Point "B" is the east side frame of the walk-in door. OWNER TYPE OF WORK Se tic Installation A 24.0 3 Bp DATE 04-2 -72 PERMIT 72-21 PIPE 4" O.B. B 21.0 30.0 A INSTALLER Nutmeg Plumbing INSPECTOR & ME DRAWN BY ME �,1 SANDERSON 8c WASHBURN SIMSBURY. CONN. Sy C.ATH DATE /0-2 -41 SUBJECT L-INKW200 EURN110" SCALE_ J r,s 4pr CHKO. BY�DATE �'/ �/ 1390* JDHN PITCH aLVQj JOB SOvrM Wit4050A CDNN• SNET ► tb9S -_.S96� N wti 1F K.F BRILK CO. a NOTE: INFORMATION FOR LOCATION OF SEPTIC SYSTEM AND WATER LINE SUPPLIED BY INSTALLER. j _ sz9'_oo g"w j jr )JL-111 ZT,r O r lll AAA s�MtuusT t6 f 109.3' Z4' "IF JONN �. I r� BVLLDINrl CHECKED 111 6t..LOOY 0Soto z o0IL TRAToRS � 3 EA. ►ODO GAL tlo SEPTIC TANK.VJAT; . M-ZO wF s,"AT AS sf RV. am- ICA. SDOORS0 PVMP C.NAMBER- Pto NrERs -I '-t 45-,o' 4 DUIL0trVG CNECKELI --- I ol Z39.77-' NYF GONSOLIDArCD RAIL- CORP, THE INFORMATION SHOWN ON THIS PLAN HAS SL._.N VERIFIED IN THE FIELD AS TO LOCATION , ELEVA- TION-, AND COMPLETENESS . THE FOLLOWTNI G LISTED ITEMS ARE THE ONLY DEVIATIONS FROM THE ORIGINAL PLANS APPROVED BY THE PLANNING AND ZONIN(I COMMISSION . 1 . ) INSTALLATION OF SEPTIC REPAIR � : SA►NDERSON & WASHBURN - SIMS6uRY, : C NhL ®Y 'CAr.H _eATE.. 9. SUSJBCT LINKWO �b x7U RNtr F�� S�/ LE I 4P• / CHKO. DY CV DATE O� 0 JO HK P ITC H aL V D,,. JOB SOcJTN WiND312g' C.ONN, Sfy6T 9', •C�46t wig '` 1F F' R i z O. 1 NOTE: INFORMATION FOR LOCATION OF SEPTIC �01�O• SYSTEM AND WATER LINE SUPPLIED BY INSTALLER. l -- S Z9'-DO f9' W /QI 8.Z9' yNET � L1 J $AWOi}3T 1�1 L�s O O SAwDyxP T rntuut� � Al i6.2 io9.3' Z4' . OHM . {7(/It.D/NG GNE'GKkp' 4 Bvc.L.QoY i f � � smirr o-�c O Nh Sazb a ! to.4' tj EA. IOOD GAL �t,GOPPi SEPTtG TANK WArCW 9 EA. N•Zo INF RATva3 << lr a V. F t EA 'O r DOORS 5ql PUMP r-04AMijfA PLA NrEAs 4s.0' } BUILDING GFIECKCC? o -- H rfi , N NYF CONSOLIDA-rGO RAIL. CORP. THE INFORMATION SHOWN ON THIS PLAN HAS BEEN VERIFIED IN THE FIELD AS TO LOCATION , ELEVA- TION, AND COMPLETENESS. THE FOLLOWING LISTED , �s� C ITEMS ARE THE ONLY DEVIATIONS FROM TILE ORIGINAL ., PLANS. APPROVED BY THE PLANNING AND ZONING -4mS?-415 44 COMMISSION. 1 . ) INSTAI..LATION OF SEPTIC REPAIR '` ski".li + BLpG 'B SLAB — SL,AS x' tt � z Tv;R ran A ` n 2 sb 8-r," , , 7S.9 � � o��t -7 P Q � tii Z 11 T-- T op rAN �4 _—S 74 �i _____� 7S• 3.S' � SCALE ! ,�_ ►� , EXIST, WATER L/N6 8 —RELOCATED WATER Lr,uE Q ` bEEP, prr 4 ' AERCOLA-MON TEST �s•� PRO aOS ED F'IN+S NE� G QA G E OF CONS WAS C� t tit �f0 �Gf� 11 P # Ko.5755 ST�,° S E P r!G Y s r nor �Np 8•LI CIO LAN FOR r , L i NKWOQD FuqNl T URE. 1-3 (-3 0 joHN � a �` � TGH UI" G �fAL, SOUTH ''�e,srf�•�` �� -G O N N E C T ( G U T de �. . .�- SCAL E - AS SHQ OFFICE CIF p ERSON WASHBURN C(DNN' ECTlCU -F �Ev. 9-g-91 TEt:,�PHON� (z03) roSS-Z30-7� S 46 a 06 w ci 529 00'- l9"W O _ r t�� /�� h�c Nih 4d%Im �5' Isr/iv ra i000 64c. co,'VCAC 6 SA-Pric rAAolk TO HE REM0yrD tt f 5YSrE AREA i IS M I► , i'0 i7 F.F. 76.IS fi r- 2 m N/F CON SOL 14ATED RAIL CpRP SGA L E / " = 4 0' DESIGN OF SEPTICSYSTEM FOR EACH BUILDING ` - SOIL PROFILE F p... G" CINDER FILL V-32" SAND & BRICK RUBBLE 32"-77" BROWN MEDIUiK SAND 77"-96 - COARSE SAND ; DAMP @ 90" MOTTLING @ 54" PERCOLATION RATE .- 1 MINUTE/INCH NUMBER OF &JPLOYEES 15 GALLONS .US`ET) PER DAY _25 TOTAL GALLONS 375 PER DAY Z4 PERCOLATION RATE - 1 MINUTE PER INCH M+M""""""„`,•a > PPI.ICATION RATE - 2 GALLONS PER SQUARE FOOT PER DAB' " WA3 . 375 187 . 5 SQUARE FEET EFFECTIVE AREA REQUIRED ��#I+ eG�ti U$E 10 - 3 ' x V ' x 15" H.D. INFILTR.yTORS (6 . 25' LONG) �,0 x 6. 25 = 62. 5. x 3 = 187 . 5 SQUARE FEET EFFECTIVE AREA PRO- � q. VID13.. ooFy�o, 5�"00�� SE ROTUNDO I- S.T, Gx6. 1000 .GALLON H.D. SEPTIC TANK OR � Virrgi ,. _. �F 0• s7 a' - F FROM SLPT 1 C 'TF.N k 4 O , 6 -S sr . kw' Qv O) A ,O ' 2 � 76. a 4e Z OQ �� F F.' 77 4 f / J GONcA6TB "prsc TAA01k td�� Fur�RE REs�R E r P.F. 7�.�S 77. (1 NIF CONSOLIZATCD RAIL CARP ggj(;N 'O.P S.BPTIO SYS2'EX ,FOR BOTH BUILDINGS 'In"Eik OF R"pwyLES 30 QAZ&WS ` M' PUR DAY '2 S TOTAL GALLONS' 750 PER DAY fajtc LATION RATE I MIND E P8R INCH Fcory F' AkPL,ICA'I'1O4t RATE 2 GALLONS PER SQUARE FOOT PER DAY 0�'P wAs'yc ,0p a �' � . . `7' 750 = kk 3?'g,0 SQUARE FEET EFFECTIVE AREA REQUIRED � �C'=o 2592 ` SQUARE FEET GROSS AREA PROVIDED --+ -- 864.0 SQUARE FEET EFFECTIVE AREA PROVIDED a •••••= Essta�4 "`'�regc�air - ` 4 COft4KEG 1Ac. Qplt4 *µ FRt?�t -fit T"yl N yy SCA L C P = /0" AiAv '::. .1 arp Hl D-, AMA To Lo w. THIS ' `` Ai TV tca. 'P# E R .SEi E ARrW i QIJ"xF��H. { i _ f • ff, i i i ,.R.,t..r,. .µ-... - EilG_ ._. .L C,:... AcN � ",Y' � T..�• ,..__T"a .�.` c _..__.'ter." _^� _ ___ _ —_•——__' _ -_—-� — __ �" — _ _ } t P fv��'p.'wggN'9fi�� t r w � # No.573°S tib auav ° p FoR 0 �./ U R N I I 1390 JOHN FITGH C- 0UL F-v� a� 1 O U T H r.► 0 ,5 op , O NI N E CT t C U T .._ � SGALF- - AS SHOWN AU &. IC, I 1 - r - O F F t E © F l Np RSQN & WASi--iBUPN � m .s BU Q Y CONNECTiCUT