Loading...
HomeMy WebLinkAboutEngineer Plan*zlZO 'ON 80f Z d0 l 'ON 133HS SNOISIA38 V96Z-S5Z (XV3) ttL8-99Z (909) 3SOdand a3H10 ANV a03 03Sn 38 ION IIVHS ONV' £OOZ-9L-L 31VO 0£ _ 31VOS £0 Ol £ £99ZO Vn 'SNV3180 99£L X08'0'd AINO 000'9L 8W0 OL£ HIM 30NVIldV400 803 038Vd38d SI NVId SIHl .l 'l3 NOLLVONn03 JNI.2/12.1/1S aNVI — JNR133NIJN3 'N0110n81SN00 Ol HOlad SNOISN3AIO NOV813S ALlllln ONV 9NINOZ AJ183A l� 1338Vd £ZZ dVn S,NSSV :30N30J38 Jryry *DNI s0 �J-13-4 -39VM3S Sn001 now ,OOZ 0330X3 NMOHS ION S113M IIV 099ZO VW 'SINN3a •S aVOa aIV3AV/1 a10 8£ L- © OVNOPI NIPIVfN38 `803 ZFISw 8'bb -13 8£Ol'ON I- 038Vd38d ONnO8 313N3N07 30 d01 w 310PV1 c> HMVPIH3N38 e w. �. �,: VW 'SINN30'(% `;'� LL 19d OIAVO o V9 Unoa ozl dVW �oKi -sn�ol 191 9l moo/ AG\' �. 1N3w33aor An Vld 30YM3S V 311S- Oz '� 94 i 096E -ON s 'NOIlOna1SNOO /OQI1 y - < — 01 HOlad 1N3w18Vd3O 0NI0lln8 HEM NOIIVA313 3NH0 r m 33MI3OW ; NOIIV0NL103 0350d08d OM/ 1H013H ONI011nB A31a3A ` '/� ONI151X3 �� �� �� i llin83a �yj 38 01 '311S NO 83011n8 ONV a3NMO AS 03NIWa3130 38 ,ate `' 4 2 1 ����/ /����a 3`Jrar`J bs'�"Wdw4- 01 3MMO 0NV 9NI113MO ONn08r 9NIOV89 IVNl3 :S310N of / `1 -�`� 'ii i : / •Br i ONIISIX3 310d ALniln X 109 NNVI 311d3S o 0 0 ..-� I / 94 C ��y O ati 310H 1S31 HOIH) iii 7/ ti "9z L� �•' ' 9i13d 3NIl a31VM / _.,.0~_-- lSt dVW anO1NOO 03SOdOHd - - / ` ���� l ` O v oa-- � , z1 2inOlN00 9NI151X3 - - - / \ -is0QALR�J 94 113M 03SOdOdd 113M 9NI1SIX3 t / ya \ / i M Bb \ 011d3S 9NI1SIX3 O y 'lOd `20 03AOw38 38 Ol ££Z dVW H030 R 03HS / ON3�37 O Y JNI113M0 ONLLSIx3 / ( i (1IV130 33S) / V3aV H3V31 -b 94 / a3SOd0ad za i /y 84 ('OV 3=95'0) 6L '10d / '3Sy./:FM''./4Z ist dVW Y�aY 44 '13d l9t dVW snoo-i i o Z £4 '10d CC, g SIN \ LSL dV" (37YJS ON) snoo7 31VOS ON 'IlVl3a V3MV H3V33 'dAL 3NIl N011n\ I X08-0 dA1 838WVHO H3V3l a� •92 •o/ Et. 48.5' TOP OF FOUNDATION - DWELLING - EL 45.5' TOP OF SLAB - GARAGE our FINAL SEPTIC TANK GRADE DESIGN LOADING H-10 *Do BOX FINAL LEACH CHAMBERS EL 42.5' A EL 45't DESIGN LOADING H-10 GRADE DESIGN LOADING H-10 ACCESS INSTALL GAS BAFFLE EE. 44.5't 12't - A PORT 0 OUTLET TEE 2' OF t/e' - 1/2" ACCESS 16't - 8 ACCESS DOUBLE WASHED STONE PORT -' LA OUT IN i- - OUT PORT 3/4" - 1 1/2" IN - OUT DOUBLE WASHED STONE IN EL 43.5' B EL 42.00' ET. 41.75' ° E3C3 000 EE. 41.50' EL 41,33' z.o' c3C3 1.500 GALLON EL.41.DD' EFFECTNE 000000000 ALL INLETS DEPTH 00 0000000 EL 37.50' EL 39.00' 16't i6't TOTAL ^_F,H DF MASS EXTEND INLET TEE 10� (MIN) BELOW THE LENGTH STONE jy "QC FLOW LINE. WHEN SYSTEM IS DOSED OR SLOPE OF INLET 40' DAVID yG PIPE EXCEEDS 0.08'/FT INSTALL INLET TEE CUT-, SEE SEE F EXTEND OUTLET TEE BELOW FLOW LINE ONE INCH ABOVE OUTLET INVERT. DETAIL DETAIL / B• PER TITLE 5 310 CMR 15.227 (6) LAME INSTALL OUTLET LEVEL TWO FEET MINIMUM. PROVIDE 20" MANHOLES OVER CENTER OF '\ NO. 8 TANK, INLET, AND OUTLET WITH READILY REMOVABLE PROVIDE A MINIMUM SUMP OF 6" BELOW OUTLET INVERT. E -IMPERMEABLE COVERS. INSTALL ACCESS PORT OVER "D" BOX INSTALL ACCESS PORT OVER LEACH CHAMBERS INSTALL ACCESS PORT OVER INLET AND OUTLET W/PRECAST CONCRETE (OR EQUIV.) .) WATERTIGHT WISPRECONCRETE (OR EQUIV.) WATERTIGHT 1 W/PRECAST CONCRETE (OR EQUN.) WATERTIGHT RISER WITHIN 6- (MIN) OF FINAL GRADE. RISER WITHIN 6" (MIN) OF FINAL GRADE. RISER WITHIN 6" (MIN) OF FINAL GRADE. DEEP OBSERVATION HOLE LOG SOIL EVALUATOR: D. LAJOIE 1 • E 45.0' DATE: 10-10-02 HEALTH DEPT. WITNESS: B. MURPHY UEPiN EUMV MN HORIZp! TExIUxE STNIICiIIBE NOTTIJxG CON56TENLE 0.0' A LOAMY NO NO LOOSE 2.0' 43.0' SAND B LOAMY NO NO LOOSE 4.0' 41.0' SAND MEDIUM Cl FINE SAND NO NO LOOSE PERC 0 5.5' 6.0' 39.0' <2 MIN/IN C2 MEDIUM NO NO LOOSE SAND 11.5' 33.5' SOIL EVALUATOR: D. LAJOIE 2. EL 45.0' DATE: 10-10-02 HEALTH DEPT. WITNESS: B. MURPHY UEPM ELEVAiK1N � MTU STRUCiuRE NOIIUNG CON551ENCE 0.0' A LADY NO NO LOOSE 2.0' 43.0' B LOAMYSAND NO NO LOOSE 4.0' 47.0' MEDIUM Cl FINE SAND NO NO LOOSE PERC RATE 9.0, 39.0' <2 MIN/IN C2 MEDIUM NO NO LOOSE SAND 13.0' 32.0' SECTION VIEW - SEPTIC SYSTEM COMPONENTS( N. T. S. ) GENERAL NOTES 1. ALL CONTRACTORS AND/OR INSTALLERS ARE RESPONSIBLE FOR PROVIDING AND MAINTAINING A SAFE WORK AREA 2. CONTRACTORS AND/OR IN TA RS: VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. CONTRACTORS AND/OR INSTALLERS: VERIFY ALL WASTE LINE LOCATIONS PRIOR TO CONSTRUCTION. 4_ CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH STATE SANITARY CODE 310 CMR 15.000 AND TOWN BOARD OF HEALTH REQUIREMENTS. 5. ELEVATION DATUM IS FROM ❑X U.S.G.S. QUAD. MAP. ❑ N.G.V.D. 6. MUNICIPAL WATER IS AVAILABLE ❑X YES [-]NO 7. ANY ALTERATIONS TO DESIGN MUST BE APPROVED BY FELCO, INC. AND TOWN BOARD OF HEALTH. 8. ALL EXISTING SEWAGE TO BE PUMPED AND FILLED WITH CLEAN MEDIUM SAND. 9. SEPTIC TANKS. DOSING CHAMBERS. GREASE TRAPS, AND DISTRIBUTION BOXES SHALL BE INSTALLED WATERTIGHT. 10. WHEN SEPTIC TANK, DOSING CHAMBERS, GREASE TRAPS, AND DISTRIBUTION BOXES ARE PLACED IN FILL, PROVIDE A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY COMPACTED. VIRGIN GROUND WITH A 6" CRUSHED STONE BASE IS OTHERWISE ADEQUATE. 11. GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36". 12. WHEREVER SEWER LINES MUST CROSS WATER SUPPLY LINES, BOTH PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE OR EQUN. AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. DESIGN FLOW DETERMINATION E4 BEDROOM DWELLING GARBAGE GRINDER ❑X NO ❑ YES FLOW RATE = 440 GAL/DAY SEPTIC TANK S171N •: 440 x 2.0 = 880 GAL/DAY SLSE: 1,500 GAL CONSTRUCTION NOTES 1. LOCATE EXISTING SEPTIC SYSTEM AND DISCONNECT. SEE G.N. 98. 2. PROHIBIT VEHICLE TRAFFIC OVER SEPTIC SYSTEM OR USE H-20 LOAD RATED COMPONENTS. VENT AS REQUIRED. 3. REGRADE AROUND DWELLING AND GARAGE TO INSURE ALL WATER RUNOFF IS DIRECTED AWAY FROM STRUCTURES. LEACHING FACILITY CALCULATIONS: PERCOLATION RATE IS < E$ MIN/INCH Ej CLASS SIDEWALL = F200 (S.F.) x 0.74 = 444 GAL/DAY BOTTOM = 400 (S.F.) FELCO, INC. ENGINEERING - LAND SURVEYING ' (3) 4.8' x 8.3' LEACH CHAMBERS W/ STONE AS SHOWN IN DETAIL 40' LONG x 10' WIDE x 2' DEEP JOB No : 02124 NAME : MONAC DATE : 1-16-2003 SHEET 2 OF 2 REVISIONS : FOUNDATION EL. 3/10/03