Loading...
HomeMy WebLinkAboutEngineered Plan - 1997TH 1 W G --OE x 9.5 x 11,0 ,.---6 �8' c,. O LEGEND MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: are both N/F NOTES NOT TO usual outflow elevation. DESIGN DATA AND 2' OF STONE ON ENDS, FOR SCALE 9.9 SPEEL x _ .-,.. 1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 310CMR 15.212. 1. LOCUS IS A.M. 21, PARCEL J59 & J60. p TEST HOLE LOCATION, NUMBER 2. USE 6" COVER OVER SEPTIC & PUMP TANKS AND SEWER PIPE. 310CMR 15.228 (1). 2. ELEVATIONS SHOWN ARE ASSIGNED, _ WATER LINE MARKINGS 3't TO MED. FINE SAND 3. LOCUS IS IN FLOOD ZONE A9 ON FIRM DATED JULY 2, 1992, T GAS LINE MARKINGS (IF SHOWN) ' 6COVER=.5' X 6.17' X 11' X 110 LB./CU. FT. X 1 TON/2000 LBS. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT,. (UNLESS NOTED) ---� OVERHEAD ELECTRIC WIRES (IF SHOWN) H-20 1000 GAL PUMP CHAMBER 5. 'MUNICIPAL WATER ;IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) MAKE FACTORY WATER -PROOF DRILL 3/8" WEEP/VENT HOLE 6. 7. COMPONENTS TO BE AASHTO H-10, UNLESS ;NOTED. INLET TEE TO PROJECT 13, OUTLET TEE DOWN 14". EXISTING CONTOUR 8. ,DOWN J`F TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW PROPOSED :CONTOUR BENCH MARK --TOP OF WOOD '----� 2" t ane D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. UTILITY POLE IF SHOWN STAKE = 9.12 ASSIGNED CHECK VALVE 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. Invert 8.10* ALARM °� 32 BUILD UP COVERS TO WITHIN 1' OF GRADE, MORTOR CHIMNEYS IN PLACE. 9 6 OVERHEAD .UTILITIES (IF )HOWN) I ON 28 ONE OVER OF TANK TO BE WITHIN 6 OF GRADE. LOCATION MAP TREE (IF SHOWN, NOT ALL SHOWN) / x13.5 OFF 24" P 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN, 1/8 TO 1/2"'PEASTONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, EXISTING SEPTIC COVER / 1 0 CONTACT THE BOARD OF HEALTH OR RJ CADILLAC / Bottom 3.60 6" STONE UNDER TEST HOLE 1 x 9.5 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING ;IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). ALARM &PUMP NOTES 10.0 / 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN 1. ALARM TO BE WIRED BY ELECTRICIAN ON 9 xg 8.9 LEACH AREA, AND BURY ONSITE WITH THE. HEALTH AGENTS APPROVAL. DEPTH (inches) SEPARATE .CIRCIU f FROM PUMP. / x 9' 4 x N/F 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. p 2. ELECTRICAL WORK TO BE INSPECTED BY / / OJ 100' ROYSTER N/E TEST HOLE DATE: May 7, 1997 4" WIRING INSPECTOR./ PERFORMED BY: Ron Cadillac, Soil Evaluator 3. ALARM TO BE LOCATED IN HOUSE. / / --- ``r x 9. DICKERMAN 9.85± WITNESSED BY: Amy L. Von Hone, RS 7„ 4. PUMP TO DE CAPABLE OF PASSING / Q 1-1/4" SOLIDS AND INSTALLED IN STRICT Q / �. 10 � TOP FOUND. PERC RATE: <2'-00"/inch (C layer assumed) CONFORMANCE WITH MANUFACTURER'S / / g 0 A 9.1 x �.' �. 0 SOIL SURVEY(1993): Carver coarse sand SPECIFICATIONS. / Q "� ��, 5 GEOLOGIC MA'P(1986): Harwich outwash plain .deposits 20 5. USE MEYER MW50, 1/2 HP PUMP, OR / Q / OJ 1 �' 4 �`� x x 9.7 ;Invert 8.71 36„ EQUIVALENT. / *�, .. ~,". 1 Proposed Invert 8.16 6. USE A PUMP .WITH SEPARATE ON / / x g Use Gas Baffle AND OFF FLOATS, WHICH CAN BE / / x 9.1 �. 1 3 H�-20 Invert" 11.92 ADJUSTED FOR A 4" DEEP CYCLE, G� :::- `� '4: » Proposed AS SHOWN. / x �.2 ::.-::::+.,,,` '� 96 factory "` x 9.7 provide 6 cCSver see defait 12.4\ 9.7 ater-prof ........... 13.MAKE FACTORY STOP P MOVE SHED 1500 Gal. WATER -PROOF P _INSPECTION SCHEDULE: ^' /1' Inert 8.41 Sanitary- - - - Call R.J. Cadillac to / �/ C� _ �'��` �,,� IEf�LUM6 SEWER LINE Proposed Tee inspect: / / �� 1. When 5 removal done. / / ,g 1 . 9 2. At final prior to / backfill. / O / x 9.1 1 factory Give adequate notice, / 9 7 W water -proof ,F x 9.2 x' / /10, 8.7 12 10 8 AS SHOWN WITH CEN R - �Z` J 11 1�2- BELOW TOP I Bottom 3.66 14;9. � Invert 12.09 Invert 11.90 Use H-20 tanks each with OF CONC. BLOCK. I Use 6" Stone under Proposed Proposed I cast in place rubber boots" 9.7 I 1 1 , 1 1 ,I 1 x1 12 eliminate other knockouts- � 15 ��-1 1- 3 12� 1� 1 SETIC TANK:�l 9. 3 77NG HOUSE _ = BOTTOM LEACHING AREA: 14102.5 SF / OE ___ _ [37.5' X 11')] OJ / /OE 8 - -� -- __.___ __ _ x 5 SIDE LEACHING AREA: 48.5 SF BENCH MARK --TOP OF COIJC. [2(11'+ 37.5') X 0.5 DEEP)] BOUND = 9.95 ASSIGNED 9.5 DESIGN CAPACITY: 341 GPD / ( x 9.0 x 9.0 I ) [(412.5 SF + 48.5 SF) X .74 GPD/SF] 4' STONE 6" 84" 11.4 0.0' 8/10 Yr. Adjustment Using "Mash 29 -April & May 97 Zone A OBSERVED WATER=7.4 A layer 10yr 2/1 sandy loam E layer 10yr 6/1 loamy sand B layer 10yr 4/6 sandy loam observed water C layer 10yr 6/2 medium to fine sand ELEV.(feet) 9.1 7.4 6.1 2.1 boots © pump are both N/F CALCULATIONS H-20 PUMP CHAMBER 3 at ` "J2 usual outflow elevation. DESIGN DATA AND 2' OF STONE ON ENDS, FOR 7 9.3 9.9 SPEEL x _ .-,.. BEDROOMS:., 3 SET CONTACTORS _ p GARBAGE GRINDER: No - _--- _ ----== 9.1 A 5' REMOVAL REQUIRED CAPACITY: 330 GPD SETIC TANK:�l 9. 3 77NG HOUSE _ = BOTTOM LEACHING AREA: 14102.5 SF / OE ___ _ [37.5' X 11')] OJ / /OE 8 - -� -- __.___ __ _ x 5 SIDE LEACHING AREA: 48.5 SF BENCH MARK --TOP OF COIJC. [2(11'+ 37.5') X 0.5 DEEP)] BOUND = 9.95 ASSIGNED 9.5 DESIGN CAPACITY: 341 GPD / ( x 9.0 x 9.0 I ) [(412.5 SF + 48.5 SF) X .74 GPD/SF] 4' STONE 6" 84" 11.4 0.0' 8/10 Yr. Adjustment Using "Mash 29 -April & May 97 Zone A OBSERVED WATER=7.4 A layer 10yr 2/1 sandy loam E layer 10yr 6/1 loamy sand B layer 10yr 4/6 sandy loam observed water C layer 10yr 6/2 medium to fine sand ELEV.(feet) 9.1 7.4 6.1 2.1 1p.' JBUOYANCY W LEACH -AREA N/F PUMP CHAMBER STORAGE CAPACITY: 330 GAL. CALCULATIONS H-20 PUMP CHAMBER USE 5 CULTEC CONTACTOR 100'5 WITH 4' OF STONE ON SIDES, AND 2' OF STONE ON ENDS, FOR A 11' BY 37'-6" BY 6" DEEP LEACH AREA. SET CONTACTORS LEVEL WITH PERFORATED PIPE DOWN CENTER FOR EVEN ;DISTRIBUTION OF EFFLUENT. A 5' REMOVAL IS CALLED ;FOR DOWN 3't TO MED. FINE SAND 1p.' JBUOYANCY W I N/F PUMP CHAMBER STORAGE CAPACITY: 330 GAL. CALCULATIONS H-20 PUMP CHAMBER / x 9.4 11 , x 9 • J DOSES PER DAY: > 4 MACARTHUR WEIGHT OF EMPTY CHAMBER AND 6" OF COVER 'O 9,3. / x 0.0 O' x CHAMBER= 7:25 TON (PER SHOREY) \ i I BUOYANCY CALCULATIONS 1500 GAL. H-20 6" COVER= .5' X 5.25' X 9' X 110 LB./CU. FT. X 1 TON/2000 LBS. / \x 10.0 g' 4 / / D WEIGHT OF EMPTY SEPTIC TANK AND 6`' OF COVER 6" COVER=1.30 TON TOTAL= 7.25 TON + 1.3 TON = 8.55 TON TANK= 10.61 TON (PER SHOREY) WEIGHT OF WATER --HIGH GROUNDWATER DOWN \ / ' 6COVER=.5' X 6.17' X 11' X 110 LB./CU. FT. X 1 TON/2000 LBS. _3 6) X 5 2 62.4 LB/CU. FT. X 1 TON/ 2000 LBS. D 6" COVER=1.86 TON TOTAL= 10.61 TON + 1.86 'TON 12.47 TON WE 6,48 9' WEIGHT TANK AND 6" COVER ARE HEAVIER BY 2.0 TON. \0.1 ' rh WEIGHT OF WATER --HIGH GROUNDWATER DOWCy. I (8.0 -3.66) X 6.17' X 11 X 62.4 LB/CU. FT. X 1 TON/ 2000 4.6S. �AAI WEIGHT WATER= 9.19 TON 4 x ig ix 9,7 TANK AND 6" COVER ARE HEAVIER BY 3.TON. 9.0 t 3 _ - x,.40 NOT PgVCD 9. 130 L.F. of 4' Deep Impervious 9.7 Barrier --Top 0=12.5 THIS :PLAN IS A VALID COPY ONLY IF IT BEARS Prop. 13.3 Top r)eastone Prop. 13.4 Prop. 13.5 AN ORIGINAL RED STAMP AND SIGNATURE. exist.- grade - _ _ _ SECTION A- A SCALE: 1 "= 4' *Use AFCO 30 Mil Vinyl Flashing, or equivalent. Overlap ends 1 foot. Seal with Lap cement. Obtainable from H.A. ;Harris & Sons, Medfield 508--359-7321 �HEAI AGENT APPROVAL -�3% DATE SITE PLAN FOR ROBERT J. & BARBARA A. LOTS 59 & 60, 28 HOPE ROAD, S. JULY 10, 1997 SCALE: CAVANAUGH YARMOUTH, MA RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02873 IE 0 CCE 0 � � UD (508) 775-9700 0 C T 2 1 1997 PAGE 1 OF 1