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Home My WebLink About88.91.1C1 - Z Donuts Septic System DesignDEEP OBSER VA TI DATE OF TESTS: APRIL 24, 2004 DEEP OBSERVATION HOLE 1 EL = 98.9'f WITNESSED BY : JOHN G. SCHNAIBLE, CEC LYNN MULKEEN, HEALTH AGENT DEPTH FROM RF SOIL HORIZON SOIL TEXTURE SOIL COLOR MUNSELL SOIL MOTTLING OILIER 0'-4' 0 4!DIA SCH 40 PVC IRON FRAMES AND PIPE IS 1/8' PER FT COMPACTED BASES 4" - 10' A LOAMY SAND 10 YR 5/1 19'1 (gTCIHEN WASTE ONLY) 00�♦7�♦f♦L,�♦�♦t♦�♦�♦� 10' - 30' B LOAMY SAND 10 YR 5/8 NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. 5) 30" - 132" C SAND 10 YR 7/6 NONE MEDIUM SAND TO CONSTRUCTION. 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS � �L♦ ♦� SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES LOOSE DEEP OBSERVATION HOLE 2 EL = 99.1'1 DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR MUNSELL SOIL MOTTLING OTHER 0"-4' 0 4!DIA SCH 40 PVC IRON FRAMES AND PIPE IS 1/8' PER FT COMPACTED BASES 4" - 9' A LOAMY SAND 10 YR 4/1 19'1 (gTCIHEN WASTE ONLY) 00�♦7�♦f♦L,�♦�♦t♦�♦�♦� 9' - 32" B LOAMY SAND 10 YR 5/8 NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. 5) 32' - 132" C SAND 10 YR 7/6 NONE MEDIUM SAND TO CONSTRUCTION. 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS � �L♦ ♦� SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES LOOSE PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN THE 'C' HORIZON OF DOHA & DOH#2 In.• �. i:iS• Ip`il ELEVATION - 101.60 28' HEAVY DUTY CAST IRON FRAMES AND - COVN TO FINISH GRADE 9' MIN. 7 MAX. I SCH 40 PVC OR AS REQb /` '� 2r 9e.2a fano GALLON BO1H 98,00 (H-20) GREASE TRAP BY MASS. BLDG. CODE 1) GARBAGE (MINDERS ARE NOT ALLOWED WITH THIS DESIGN. LA I THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF 28' HEAVY DUTY CAST THE MINIMUM SLOPE FOR > f 'z 4!DIA SCH 40 PVC IRON FRAMES AND PIPE IS 1/8' PER FT COMPACTED BASES COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. W/ 6' LAYER O F" PRIOR M SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER CRUSHED STONE 19'1 (gTCIHEN WASTE ONLY) 00�♦7�♦f♦L,�♦�♦t♦�♦�♦� AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 19'± BUILDING SANITARY SEWER 0 NOTES 1) GARBAGE (MINDERS ARE NOT ALLOWED WITH THIS DESIGN. 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF 28' HEAVY DUTY CAST THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT 10%-100%00% STRENGTH TO SUSTAIN ALL LOADS M BE IMPOSED ON THEM. ANY IRON FRAMES AND COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST 26' HEAVY DUTY CAST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. 3) PRIOR M SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER IRON FRAMES AND SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, 00�♦7�♦f♦L,�♦�♦t♦�♦�♦� AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL 3 MAX FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF PERC AT 66' HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS � �L♦ ♦� SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES DRON20 M MAX CHANGES IN DESIGN. 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND LINE UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE 27' WORK AREA DURING CONSTRUCTION. 8) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN 1000 GALLON GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN -2D) GREASE1RAP 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE PERC AT 86' THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE J4 SIEVE SHALL MEET THE SEPTIC TANK FOLLOWING GRADATION REQUIREMENTS: PERCENT SIZE PASSING 28' HEAVY DUTY CAST 50 10%-100%00% 100 IRON FRAMES AND 200 26' HEAVY DUTY CAST COVERS TO FINISH GRADE IRON FRAMES AND i♦A♦f♦A♦&U♦A1&'&% 00�♦7�♦f♦L,�♦�♦t♦�♦�♦� ♦ ♦ fAVA �♦�♦�♦ COVERS M FINISH GRADE �B ♦OL+♦nv�♦ 3 MAX MIN. ZABFL A300 FILTER SSUUPppppRRT PER Mi:FR. SPECIFICATIONS ZABEL A300 FILTER SUPPORT PER MNFIt MAX. v �V-'=--A � �L♦ ♦� SPECIFICATIONS DRON20 M MAX 4 LINE 97.75 27' 97.45 10' sm Ma 1000 GALLON 97.70(F -2D) GREASE1RAP 97.35 2ODD GAL 2. BOTH SEPTIC TANK W/SANITARY TEES COMPACTED BASE W/ 6' LAYER OF CRUSHED SIO°•: VINYL SLATS (COLOR PER ARCHITECT) 8" DIA. GALVANIZED STEEL POST CEMENT CONCRETE FOOTING (TYP.)� SIEVE PERCENT SIZE PASSING 50 10%-100%00% 100 O%-20% 200 0%-5% DESIGN CALCULATIONS DAILY DESIGN FLOW: 36 SEATS + 10 POTENTIAL FUTURE SEATS FAST FOOD RESTAURANT x 20 GALLONS PER DAY/ SEAT = 920 G.P.D. (1,000 MIN. PER TITLE V) 310 CMR 15.214 - NITROGEN LOADING, LIMITATIONS : 440 GALLONS OF DESIGN FLOW PER 40,000 SQ. FT. (440 GAL) X 85,562 SQ. FT. = 941.2 G.P.D. ALLOWED, 920 G.P.D. POTENTIAL DESIGN FLOW 40,000 SQ. FT. GREASE TRAP: 46 SEATS x 15 GALLONS PER DAY/ SEAT = 690 G.P.D.; USE (2) 1,000 GALLON TANKS SEPTIC TANK: 920 GPD X 200% - 1,840 GALLONS; USE 2,000 GALLON TANK LEACHING FACILITY: ONE (1) - 80' L x 12.83' W. x 2' D. LEACHING GALLERY CAN LEACH: Vt = 80 (2) 2 x .74 + 80 (1283) x .74 + 12.83 (2) 2 x .74 = 1,034.3 GPD > 1,000 GALLON MIN. REQ'D INSTALL TWO ( 2) - 1,000 GAL (H-20) GREASE TRAPS ONE ( 1) - 2,000 GAL (H-20) SEPTIC TANK ONE ( 1) - 9 OUTLET DISTRIBUTION BOX (H-20) ONE ( 1) - 80'L x 12.83'W. x 21). (H-20) LEACHING CHAMBER ONE (1)- 80'L x 12.83'W x 2'D LEACHING CHAMBER CONSTRUCT BY PLACING NINE 8'-6' x 4'-10' x 3'-O' LEACHING CHAMBER UNITS END TO END WITH 1'-9' STONE ON ENDS AND 4'-0' STONE ON SIDES & V-0' OF STONE BELOW UNITS. (USE 500 GALLON LEACH CHAMBER UNITS AS MANUFACTURED BY SHOREY PRECAST OR EQUAL). 260 HEAVY DUTY CAST RON FRAMES AND COVERS TO FINISH GRADE FINISH GRAUE� D'BOX /��iiiir pp 3' MAX PVC PIPE MIN) 4' DIA SCH 40 PVC PIPE 97.10 I 97.00{ 98.83 96.30 �,�2J` ALL ALL COMPACTED BASE W/ 6' LAYER OF ( 94.30 DO CRUSHED STONE ALL COMPACTED BASE -J GAS BAFFLE USE -J W/ r LAYER OF 'NF -TITS' OR UNE(S) EXITING D'BOX MUST REMAIN CRUSHED STONE APPROVED EQUIVALENT LEVEL FOR 2'-O' BEFORE PITCHING OUTLET IEE DEPTH DOWN TO LEACHING FACILITY 7'1 FROM GREASE TRAP LIQUID DEPTH BELOW FLOW UNE 71 42'3 4 FT 14 INCHES LONGEST RUN 5 FT 19 INCHES 6 FT 24 INCHES 7 FT 29 INCHES SCHEMATIC FLOW PROFILE ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 CHAIN LINK FENCE DETAIL 2" DIA. GALVANIZED STEEL RAIL 8' DIA. GALVANIZED STEEL POST CEMENT CONCRETE FOOTING" (TYP.) 11 GAGE MESH 2" DIA. GALVANIZED STEEL RAIL EXISTING GRADE 0 I CV D'BOX TO 1/2' STONE 2'-0' EFFECTIVE DEPTH I NO GROUNDWATER ENCOUNTERED Y BOTTOM OF DI ELEV. - 87.91 wrAr rACHING NO SCALE ESTIMATED HIGH GROUNDWATER CALCULATION N /A (USGS/CCC METHOD) INDEX WELL:- I- ZONE: DATE OF READING: DEPTH TO GROUNDWATER: GROUNDWATER LEVEL ADJUSTMENT: ACTUAL GROUNDWATER LEVEL 0 SITE: EL= ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL- EL= GUARD RAIL AND POST SIDESLOPE SHOULDET m 2 m 1 POST8' 4 x 8 RAILS CURB GUTTER UNE ROADWAY OASTAL NGINEER] OMPANY, 260 Cranberry Hwy. Orleans, Iv 508.255.6511 Fax: 508.255.670 L GUARD RAIL SECTION CIO NO SCALE N INSPECTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. NOTE: THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS. h a a SCALE DATE DRAWNBY SMR, CHECKED BY 0 N U ti m PROJECT NO. cT6aI ♦J♦� X11=0 i♦A♦f♦A♦&U♦A1&'&% 00�♦7�♦f♦L,�♦�♦t♦�♦�♦� ♦ ♦ fAVA �♦�♦�♦ O�♦O��y♦p�♦�♦�♦�♦�U♦�4U♦ �B ♦OL+♦nv�♦ IN Aj&%1,ffj � �L♦ ♦� �♦� ♦ ♦�UU♦I ♦VIOL® ♦ Jam♦ CHAIN LINK FENCE DETAIL 2" DIA. GALVANIZED STEEL RAIL 8' DIA. GALVANIZED STEEL POST CEMENT CONCRETE FOOTING" (TYP.) 11 GAGE MESH 2" DIA. GALVANIZED STEEL RAIL EXISTING GRADE 0 I CV D'BOX TO 1/2' STONE 2'-0' EFFECTIVE DEPTH I NO GROUNDWATER ENCOUNTERED Y BOTTOM OF DI ELEV. - 87.91 wrAr rACHING NO SCALE ESTIMATED HIGH GROUNDWATER CALCULATION N /A (USGS/CCC METHOD) INDEX WELL:- I- ZONE: DATE OF READING: DEPTH TO GROUNDWATER: GROUNDWATER LEVEL ADJUSTMENT: ACTUAL GROUNDWATER LEVEL 0 SITE: EL= ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL- EL= GUARD RAIL AND POST SIDESLOPE SHOULDET m 2 m 1 POST8' 4 x 8 RAILS CURB GUTTER UNE ROADWAY OASTAL NGINEER] OMPANY, 260 Cranberry Hwy. Orleans, Iv 508.255.6511 Fax: 508.255.670 L GUARD RAIL SECTION CIO NO SCALE N INSPECTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. NOTE: THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS. h a a SCALE DATE DRAWNBY SMR, CHECKED BY 0 N U ti m PROJECT NO. cT6aI