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HomeMy WebLinkAbout1991-9-19 - 1390 John Fitch Boulevard - Septic As Builts3m sANbERsoN a:WASHBURN av WDATEcArH..._:.,.--.’9‘2?‘9‘ CHKD.3Y€V/$7'DATEI9’/£»?/t39o JOHN :tTcH'gLva SOUEH wlmoggg'.co~w., suaJECT L-NKwoao.E Mr RE N/F KAT.BRILK CO. INFORMATION FOR LOCATION OF SEPTICNOTE: X LA SIMSBURY,CONN. SCALE IN‘40’ Joa PLANS APPROVED BY THE PLANNING AND ZONING COMMISS {ON . 1.)INSTALLATION OF SEPTIC REPAIR SYSTEM AND WATER LINE SUPPLIED BY INSTALLER. 6g,szaioQ;-'19"w/99.Z9'éNET1SAM/0051-~}.§9NT‘AANEMA I I ‘i “~’"‘T us' rsu’éx’E"Wg',. .Im',_,t L ,IOQA’ it I‘o aygLDwQ CHECKED Be‘ugom" SNéT’- '3 63‘.:n; /D-Zl’9’ O501.0 I}.tr,no.4'L 'J i“s"}l}' w Po!‘m 75A,H-Lo INF'L‘rRAroRSIk——{3EA.' H TANK,s 5A.u~zo "um 7RAroA5 5p;PumpDOORS f'ixr-x“:g ‘. ,wj’ywMERs I 52.0'4510‘ .BUtLmNG CHEcKéb oq. 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NOTE;INFORMATION FOR LOCATION OF SEPTIC SYSTEM AND WATER LINE SUPPLIED BY INSTALLER. v 5 29i00‘-L9~_'\wK?x;I D8.2.9 ',.7 w—'OV,$Awousr‘S Ix‘xebggr 1 '}_¢pm'mN§§Tv ‘L ''J‘V __‘ wt’‘09:? éBwLpmG cwecné‘u >>'‘3gu‘oigy /o—z,,—9n 5~€r T.‘ 59100 J a: i Ho..4' Jww .~..~~5m 7 EA [H1 w [NFIuTRA ro Rs ' I _‘}-—4 L—-———to:tooo GALSsPTW—TANK f¢Pump CHAN???”*1 HANWR$) 52.0'4s 9‘ Bumavwe cuscmsn n.-7~69 9L3' N Z‘b‘to‘ougy'g 2.3372: N/F CONSOL‘DATEO RAM..-CORR THE INFURHATION SHOWN OJ THIS PLAN HAS BEE‘J VERIFIED LN THE FILLD AS TO LOCATION,LLbVA' TION AND (,OMPLLTENBSS.THF FOLLOWI‘QQ LISTED ITEMQ ARE THE‘ONLY DFVIATlONb FROM THL ORIOINAL PLAN APPROVED BY THE PLANNINO AND ONTNO LOMMI$Q EON*‘1 ){NSTAILATION OF QbPTIL RFPAIR -� 1.�10Sg1 irn•oS 16 -6-6 A3�j -LlTD 09NNOD � n�Sw IS 19 NOS'd-3(3N,dS 1 �C) -3,D 1J:�0 I j 'C3I '`)nd N/A ON S SV -� �lb� C-ddN3-�I)q NHCr cC)0/\/\"'1N i do f �� p3aa s �QN�s * SSLS 'ON +� Af 'y - Q,m I nnzH vmiv 3AESS2U 2HZ 3JI(`1,L NVHJ RNQW S34IAOHJ SIM '17glaO XNVs nIJd3S ')NILLSIX3 30 3NI`I M,073 Ai? 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F•F. 76.IJ N/F CONSOLIDATED RAIL CORP I SGALE /" =40' DESIGN OF SEPTIC SYSTEM FOR EACH BUILDIN'_' SOIL PROFILE 0— 5" CINDER FILL 6"-32" — SAND & BRICK RUBBLE 32"-77" — BROWN MEDIUM SAND 77"-96" — COARSE SAND DAMP @ 90 " "MOTTLING @ 54 PERCOLATION RATE — 1 MINUTE/INCH NUMBER 017 L'IPLOYEES 15 GALLONS USED PER DAY 2:� TOTAL GALLONS 375 PER DAY PERCOLATION RATE — 1 MINUTE PER INCci APPLICATION RATE — 2 GALLONS PER S�)UARig FOOT PER DA'. 375 = 137.5 SQUARE FEET EFFECTIVE AREA REQUIRED 2` USE 10 - 3' x 6' x 15" H.D. INFILTW\TORS ().2-)' LONG) 10 x 6.25 = 62.5 x 3 = 137.5 S;?UARE FEET EFFECTIVE AREA PRO- VIDED. I.TSE ROTUNDO - S.T. 5xU 1000 G,,`kLLON H.D. SEPTIC TANK OR EQUIVALENT INFILTRATOR DETAIL - H, D. 2 0 1N5PECT10N PO:, 4-7 CONNEC-7 I NG PO I N. , FROM SEP i 1C Ta.N1G 15. iA �J oO' �%0 B1-DG '13' �Im j 3' i /o o% RESE►'�YE BLDG B �Er Zell P� [PRIMAkY 13tDG A SLAB 76.i.' - EXIST', WATER LING © —PC_DCATED WATER LINO DE,- a P! r 4' PCRC4[.AT+ON rEST l ` PRO�'OSED FiNJSNED GRAVE of OONgi A. ��•wABNB�Ci t� n A��$ No.5735 y�73TE%'.-o �ti0sURVE�p IrGi k. 1MAgh t� ,° fi�Y♦G 4L�t c. I a ` •tom; �'� ���� � .'ryi>°y,. 4L ?M4 $73E f � L e�(� C RED. "J-2.b-9i REV. 9-9-91 ,-V +1 0 11 11 EL SC -AL 6 I ►p' BLD& 'A' -» A S' SLAB 7S.t I IA.b To,Q rAm K 7s. 9 TO iAnc-74 75, 9 74.S_T I SaaTIG SYS7-Em F O R I NKWSOD FUPkNl T uRE 1 139 0 JoHN �ITCH w OUT WINDS,0p -CONNECT(CUT SA! —AS SHCWN AUK. 0FFF' SANDEP,50N W�\ � 1--�U R N '51 m 5 Bup, y CONNECTICUT TELEPHONE (203) 05$- Z307 .L -a) 3NUHd3-73� Nn�'��ti,n/� N0S"d�a�ld 'y { n a h -►r�o N� �� NHC 0 ! 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