The URL can be used to link to this page

Home My WebLink About83-1377 - Sewage DisposalDEEP OBSERVATION HOLE LOGS NO SCALE DEEP OBSERVATION HOLE 1 EL. = 10.45 DATE OF TESTS: 12/13/95 DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0" — 10" Af 100 Vt = 1,172 GPD FOR TWO FIELDS 200 FILL 0" — 10" A LOAMY SAND 7.5YR 2.5/1 EXISTIN ONE ( 1 ) — 2500 GAL SEPTIC TANK 10" — 30" B LOAMY SAND 10YR 5/4 NONE MEDIUM TO COARSE SAN 30" — 101" C SAND 10YR 6/3 NONE. MEDIUM TO COARSE SA PERCOLATION RATE ESTIMATED LESS THAN 2 MIN. PER INCH IN THE C (SAND)STRATUM WITNESSED BY : JOHN SCHNAIBLE, CEC AMY VON HONE, R.S., AGENT GROUNDWATER ENCOUNTERED AS NOTED a GROUNDWATER ENCOUNTERED I AT A DEPTH OF 85", EL. - 3.4 DEEP OBSERVATION HOLE 2 EL. = 10.1 DEPTH FROM SURFACE SOIL HORIZON SOiL TEXTURE SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0" -- 60" Af 100 Vt = 1,172 GPD FOR TWO FIELDS 200 FILL 60" —"72" A LOAMY SAND 10YR 4/2 EXISTIN ONE ( 1 ) — 2500 GAL SEPTIC TANK 72" — 124" C SAND 10YR 6/3 NONE MEDIUM TO COARSE SAN DESIGN CALCULATIONS NQTE HIGH GROUNDWATER OBSERVED AT EL- - 3.4 CONSTRUCTION INSPECTION SCHEDULE 1. ENGINEER SHALL INSPECT WHEN THE REOUIRED EXCAVATION IS COMPLETE. 2. ENGINEER SHALL STAKE FOOTING PRIOR T4 INSTALLATION 3. ENGINEER SHALL INSPECT WHEN CLEAN FILL MEETING REOUIRED GRADATION HAS BEEN PLACED. 4, ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SYSTEM HAVE INSTALLED AND THE PUMP MECHANISM HAS BEEN INSTALLED. CONSTRUCTION NOTES 1. MATERIAL SHALL NOT BE STOCKPILED ON THE NORTH SIDE OF SOUTH SHORE DRIVE. 2. AREAS DISTURBED BY CONSTRUCTION SHALL BE REVEGETATED PRIOR TO COMPLETION OF CONSTRUCTION. PUMP SPECIFICATIONS 1. PUMPS (2) TO BE MYERS WHR5 SUBMERSIBLE SEWAGE PUMPS, 1/2 HP SINGLE PHASE, 230 VOLTS PUMP RATE = 75.9 GPM 0 15.9 TDH 2. CONTROLS ARE TO BE FOR A DUPLEX ALTERNATING PUMP SYSTEM 3. FORCE MAIN TO BE 2' DIA. SCHEDULE 40 PVC PIPE WITH A MINIMUM OF 3' OF COVER. 1 C.F. THRUST BLOCKS ARE TO BE PROVIDED AT FORCE MAIN ANGLE POINTS. 4. A SEPARATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH THE PUMP CONTROLS. 5. A MYERS RW20S RAIL PUMP LIFT OUT SYSTEM SHALL BE INSTALLED FOR EACH PUMP PROPOSED DISTRIBUTION PROPOSED 44' L. X 18' W. LEACHING FIELD IS THE MAXIMUM OBSERVED FROM MONITOR WELLS ON SITE, AT THEBOX _ EDGE OF THE SEA MOTEL AND AT THE ADJACENT RIVIERA MOTEL- �. ALL PUMP INSTALLATION HARDWARE SHALL $E .sZ. GROUNDWATER ENCOUNTERED AT A DEPTH OF 83", EL. - 3.2 DESIGN FLOW: 9 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 990 GPD 1000± S.F. OFFICE AT 75 GPD/1000 S.F. = 75 GPD SIZE TOTAL DESIGN FLOW = 1065 GPD 41009 A 44' L, x 18 ' W. LEACHING FIELD CAN LEACH: 50 Vt="'€44( 18)1x.74=586 GPD PER FIELD 100 Vt = 1,172 GPD FOR TWO FIELDS 200 INSTALL: TWO ( 2 ) — 44' L. x 18' W. x 0.5' D. LEACHING FIELDS Vt = 1,172 GPD ONE ( 1 ) — 2000 GALLON PUMP CHAMBER 3 max. TWO ( 2 ) -- DISTRIBUTION BOXES ( 9 OUTLET) (H-20) EXISTIN ONE ( 1 ) — 2500 GAL SEPTIC TANK 10, SEE Tgg�E BELOW NOTE: CAPACITY OF EXISTING SEPTIC TANK IS BASED UPON RECORD INFORMATION. CAPACITY AND ADEQUACY OF TEES SHALL BE VERIFIED AT TIME OF CONSTRUCTION. GALLON NOTES 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN, 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF W/SANITARY TEES THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED. WITH SUFFICIENT .STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H,T.O. H-20 WHEEL LOADS. 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER FOR SMALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 'IPE 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, LIOUID DEPTH 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PR10R APPROVAL FROM THE DESIGN ENGINEER ,AND THE AGENT OF THE: LOCAL BOARD OF BELOW FLOW UNE HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR 4 FT TO CONSTRUCTION. 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS 19 INCHES SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES 6 FT CHANGES IN DESIGN. 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR 29 INCHES TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE THE WORK AREA DURING CONSTRUCTION, 8) THE EXISTING EXISTING LEACHING FACILITY TO BE REPLACED SHALL BE REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN COARSE SAND. IF APPLICABLE: VARIANCE 9) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN X10 CMR: 1 GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERiAL.S. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 1 RE 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. OF 5' THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE 44 SIEVE SHALL MEET THE 2 REI FOLLOWING GRADATION REQUIREMENTS: SIEVE PERCENT SIZE PASSING 41009 3 MAX. 50 10q-100 100 09-209 200 07-59 I STAINLESS STEEL. 3 o 7. AN ELECTRICAL PERMIT WILL BE REQUIRED FOR PUMP — — — — — — — — EXISTING AND CONTROL INSTALLATION. 4" 4 SCH. 40 PERF. PIPE LEGEND MANHOLE — — — — — — — ..- .._., — —7Y1�icAi r-- --- ,� EXISTING CONTOUR R°p r PROPOSEC-"------------- ----'-'- — PROPOSED CONTOUR VENT N OT E '• 4. {J) _ - »_ MPOSEDEXISTING SPOT GRADES L. EXISTING 44' x IS' W. SYSTEM #I SERVES 9 UNITS -------- ------T DRAINAGE SYSTEM O r s PROPOSED SPOT GRADE (DOES NOT DRAIN TO WETLAND) � � V LEACHING HELD •# 1 , 2 & 3 — 36 THRU 41 CF 'f EXISTING RTE RETAlNNG # 2 SERVES 22 UNITS WATER SUPPLY LINE W = WALL, (FACE OF WALL !S COASTAL BANK) # 3 SERVES 14 UNITS � # 4 SERVES 18 UNITS RUN POND x :�',5 .. I Of LEACHING FIELD D ETAI L O fly • .r (SCALE: 1" - 10') ,n F ., .! , OTE_ s r T� ` f ' PROPr -SE�-UPGRADE DRAY r WILL SERVE "-9-U-N.ITS AND VALVE ,:l1000±S-F. -OF OFFIC1r i- NOTE: 1 VAULTI ` i 4 ; r' l f'r — 100 YEAR FLOOD EL. 10.0 EDGE OF 1 �WETLAND CEJOF EXISTING FIRST S12P 'SEPTKTANK' HELPpm t , ! r PROPOSED Qa►, '' r"f r 2800 GALLON VEINY To ROpF' I SE'p a `;PUMP CHAMBER ,' f Jr �` _-. j `1 C S YS r �.. y ' rPROPOSED PROPOSED 1 "' r"3 ��`.�� DIST. BOX `fl• LEACM�II3 FIELD ,; k'' r'(1'YPICAL) ! r 31Ccw4¢R (B.S. (SEE. DETAIL) LPIPE' RAIL ', t C TOP OF WALL \ + _ �- r �,. � r • •`• ,r` - - V EL . $:0 1 4•� SLEEVE RS3 r T f j., r� CRAWL SPACE!. x � � 1 SEP � - INTO GONG s r� 1 ;. �- 1 FOR PIPE POST , i; C _ FIN GREE SET IN EPDXY 1 i5t Ll 4012' vEFT (fI It%% 11 3 ` �+ (_ P�OI.Yv htYl 0TH SIDES S 1 — WRIER 1ff MIN. C - �• , f f 1 I �.,'`. _-"_- souTH �HORrz NORTH, ---� F, �` f f , I _ _ SEpric Y FX S7lrG RESO r 5M IL �y MnW ADE ook 2 ' , ' BUILL)WG fr i CArCCiq I.. r' ii TO Rod /_. I r Y�! L PROPOSED r r .' - -a ri ��ouPACTED Fru REINFORCED 2■4 KEY 16• CONCRETE WALL vTxm 7 1 POLE I �3 15 WORM EXISTING ' .�" ,r- ,� - rf, ' Q � -.� pQOt co CONCRETE WALL /4 O 1 f4„ 2'-O` 0 12. O.C. I 1 LIMIT OF 100 YEAR FLOOD LOCATION FLOOD EL - 10 OF EXISTING WATER SERVICE 1 R U I Q ALL n EA1� (NO SCALA S r ' ✓ j J f /' F~ r ^r �i DECK f A' J r� �/fJ t PLAN r f f ONC. SLAB JIRED(MAXIMUM FEASIBLE COMPLIANCE) _LOCAL UPGRADE APPRQVAL (SCALE: 1 " = 30') REQUIRED GROUNDWATER SEPARATION SOIL REMOVAL NOTE D 4' 7 t.,m "., r• nr nnnnnn rn nnn •nr-nnnr,n„ nvrTr.,r nt•t,itt,r - �x` SYL � 9" MIN. 3 MAX. L DROP:7r` mirPLOW UNE 3 max. 10, SEE Tgg�E BELOW XfSTfNG 5500 EXISTING GALLON SEPTIC TANK W/SANITARY TEES INSTALL GAS BAFFLE USE `TUF-TITE` FOR OR APPPOVED EOUNALENT 'IPE LIOUID DEPTH I OUTLET TEE DEPTH BELOW FLOW UNE 4 FT 14 INCHES 5 FT 19 INCHES 6 FT 24 INCHES 7 FT 29 INCHES I STAINLESS STEEL. 3 o 7. AN ELECTRICAL PERMIT WILL BE REQUIRED FOR PUMP — — — — — — — — EXISTING AND CONTROL INSTALLATION. 4" 4 SCH. 40 PERF. PIPE LEGEND MANHOLE — — — — — — — ..- .._., — —7Y1�icAi r-- --- ,� EXISTING CONTOUR R°p r PROPOSEC-"------------- ----'-'- — PROPOSED CONTOUR VENT N OT E '• 4. {J) _ - »_ MPOSEDEXISTING SPOT GRADES L. EXISTING 44' x IS' W. SYSTEM #I SERVES 9 UNITS -------- ------T DRAINAGE SYSTEM O r s PROPOSED SPOT GRADE (DOES NOT DRAIN TO WETLAND) � � V LEACHING HELD •# 1 , 2 & 3 — 36 THRU 41 CF 'f EXISTING RTE RETAlNNG # 2 SERVES 22 UNITS WATER SUPPLY LINE W = WALL, (FACE OF WALL !S COASTAL BANK) # 3 SERVES 14 UNITS � # 4 SERVES 18 UNITS RUN POND x :�',5 .. I Of LEACHING FIELD D ETAI L O fly • .r (SCALE: 1" - 10') ,n F ., .! , OTE_ s r T� ` f ' PROPr -SE�-UPGRADE DRAY r WILL SERVE "-9-U-N.ITS AND VALVE ,:l1000±S-F. -OF OFFIC1r i- NOTE: 1 VAULTI ` i 4 ; r' l f'r — 100 YEAR FLOOD EL. 10.0 EDGE OF 1 �WETLAND CEJOF EXISTING FIRST S12P 'SEPTKTANK' HELPpm t , ! r PROPOSED Qa►, '' r"f r 2800 GALLON VEINY To ROpF' I SE'p a `;PUMP CHAMBER ,' f Jr �` _-. j `1 C S YS r �.. y ' rPROPOSED PROPOSED 1 "' r"3 ��`.�� DIST. BOX `fl• LEACM�II3 FIELD ,; k'' r'(1'YPICAL) ! r 31Ccw4¢R (B.S. (SEE. DETAIL) LPIPE' RAIL ', t C TOP OF WALL \ + _ �- r �,. � r • •`• ,r` - - V EL . $:0 1 4•� SLEEVE RS3 r T f j., r� CRAWL SPACE!. x � � 1 SEP � - INTO GONG s r� 1 ;. �- 1 FOR PIPE POST , i; C _ FIN GREE SET IN EPDXY 1 i5t Ll 4012' vEFT (fI It%% 11 3 ` �+ (_ P�OI.Yv htYl 0TH SIDES S 1 — WRIER 1ff MIN. C - �• , f f 1 I �.,'`. _-"_- souTH �HORrz NORTH, ---� F, �` f f , I _ _ SEpric Y FX S7lrG RESO r 5M IL �y MnW ADE ook 2 ' , ' BUILL)WG fr i CArCCiq I.. r' ii TO Rod /_. I r Y�! L PROPOSED r r .' - -a ri ��ouPACTED Fru REINFORCED 2■4 KEY 16• CONCRETE WALL vTxm 7 1 POLE I �3 15 WORM EXISTING ' .�" ,r- ,� - rf, ' Q � -.� pQOt co CONCRETE WALL /4 O 1 f4„ 2'-O` 0 12. O.C. I 1 LIMIT OF 100 YEAR FLOOD LOCATION FLOOD EL - 10 OF EXISTING WATER SERVICE 1 R U I Q ALL n EA1� (NO SCALA S r ' ✓ j J f /' F~ r ^r �i DECK f A' J r� �/fJ t PLAN r f f ONC. SLAB JIRED(MAXIMUM FEASIBLE COMPLIANCE) _LOCAL UPGRADE APPRQVAL (SCALE: 1 " = 30') REQUIRED GROUNDWATER SEPARATION SOIL REMOVAL NOTE D 4' 7 t.,m "., r• nr nnnnnn rn nnn •nr-nnnr,n„ nvrTr.,r nt•t,itt,r - �x` SYL �