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Home My WebLink About38.2 - Detail Sheet (Copy 2)_TOP FOUND. 13.3 13.8 } 4'OSCH40 PVC ❑ 10' 19" / S=1% 10.25 10. 2000 GAL 14' AT 2% COMPARTMENT 19" TEE 4'OSCH40 PVC / r-GAS-Ec E ELECTRIC PERMIT REQUIRED 14.4 EL. t 4'm5C l . pN /- S=1 MIN I 1 -kms !v.v 9.9 ^,054 ,,. 19" TEE MECHANICAL COMPACTIONN 6 STONE 310 CMR 15.226 1 v=� ! 10.09' I 5.4 t' 17.0' r 3000 GAL ST- ACME 7X17 OR APPROVED EOUAL IIGN DATA TO D -BOX I _ - PITCH TO ILOW.ALARM W I L TYP.ARM ON Ip CHECK VALVE ttP. ON OFFQATSWITCH - SETTINGS: IuP 6" WORKING RANGE SET AS SHOWN 6" GRAVEL & MECH. COMPACTION (TYP.) DUAL MYERS SRM4 4Ao HP PUMPS PUMP CHAMBER MOUNT ON MYERS CHAIN PULL STAINLESS STEEL RAIL MOUNT SYSTEM (NO SUBSTITUTIONS) 1500 GAL H-20 PUMP CHAMBER ACME ORQAL SEPTIC PROFILE NOT TO SCALE • r `� V PUMP INSTALLATION TITLE 5 FLOW: RESIDENTIAL: 8 BEDROOMS (110 GPD/BEDROOM) = 880 GPD DESIGN FLOW 1. SEPTIC SYSTEM PUMPS SHALL BE MYERS SRM 4/10 HP PUMPS OR EQUAL. NO GARBAGE DISPOSALS ALLOWED PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SEPTIC TANK: 880 GPD (200%) = 1760 GALLON 1ST COMPARTMENT SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER SEPTIC TANK: 880 GPD (100%) = 880 GALLON 2ND COMPARTMENT SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR APPROVAL INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR PER 15.223(8) USE 3000 GALLON H-20 DUAL COMPARTMENT SEPTIC TANK FOR THE PUMP(S)IS AVAILABLE AT THE SITE. NOTE STAINLESS STEEL RAIL MOUNT REQ. WITH 1800 GAL 1ST COMPARTMENT AND 1000 GAL 2ND COMPARTMENT USE C1 LAYER CLASS t SOILS FOR LEACHING- USUITABLE REMOVAL REQUIRED. 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN THE OFFICE IN T LEACHING: 880 GPD/0.74 GPD/SF =1190 SF LEACHING AREA REQUIRED. ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND USE I 1280 SF LEACHING FIELD LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY WITH EACH OPERATION APPLYING 110 GALLONS TO THE LEACHING FIELD. BOTTOM CAPACITY = 1200 SF X .74 GPD/SF = 888 GPD O.K. PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: a. PUMPS OFF ON REQUIRED SEPTIC INSPECTIONS AND CERTIFICATION S AE ARM ONAD PAND LAG PUVP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP COVER TO GRADE SUBSTITIUTES FOR FAILED PUMP) LeSARON CAST I)POINTS 1 D -BOX ACME DB -5 OR EQ. ----I NLfT T£f-R RUN PIPE LEVEL 2" PEASTONE OVER COARSE AGGREGATE TOP- WALL 13.6 - - FOR FIRST 2' TOP PEASTONE = 13.4 9" COVER MIN. 73.17 AT .D05 )1 CLEAN MEDIUM SAND/ BACKFILL ADJUSTED WATER ADJ. GROUNDWATER EL. 7.17' REINFORCED CONCRETE RETAINING I FAC.HI!`_f WALL (SEE DETAIL) FACILITY INSPECTION PORT: 1 REQUIRED MANHOLE COVER SEE DETAIL 2%MIN• M 8 MIL LINER ON INSIDE WALL OVER FOUNDATION PAINT 4'0 PRECAST DONUT 2" OVER FIELD ENGINEER SHALL INSPECT WHEN REQUIRED OVERDIG EXCAVATION IS COMPLETE. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY TO DEPTH OF FOOTINGS AND ROLLER COMPACTED. 4" THICK 4000 PSI CONC. W/WWF VALVE BOX TO GRADE AT LLEDEPOSITED (2 PER GALLESEPARATE / 16"0 OBSERVATION HOLE IN CTR. / / 12" PERF. HDPE PIPE TO BOTTOM L.F. 3. LEACHING FIELD WARNING LIGHT AND AUDIBLE SGNAL WITH PRESS TO SILENCE SWITCH. THEOF 9" MIN. COVER i 4" PERF. SCH40 AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 2" PEASTONE OVER PVC AT .005 FF./FT. CROWN TITLE 5 ORIFICES - 2" °°° °°°°°°° °°°° ENGINEER SHALL INSPECT WALL FORMS AND REBAR PRIOR TO POURING 000 0°0°000 0°0 4" °0°0%�0°o°0°a°o 0°0 CONC. �L Z 0°0°0°0°000°0°0° °0° °°0°0°0°0°0°0°0° °0 0 0 0 VARIES 00 0 0° x 0 0 �0 00 5. x000000000000°000 4. WATER TESTING, ENGINEER TO WITNESS AND CERTIFY BOTTOM LEVEL AT EL. 12.17' 3/4" TO 1-1/2" DOUBLE WASHED STONE d PUMPS MUST ALTERNATE H-20 RATED FEMALE ADAPTOR & THREADED PLUG 1. 2. ENGINEER SHALL INSPECT WHEN REQUIRED OVERDIG EXCAVATION IS COMPLETE. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY TO DEPTH OF FOOTINGS AND ROLLER COMPACTED. 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN SHALL CONSIS BY A CIRCUIT FROM THE PUN? POWER. THE ALARM SHALL CONSIST OF A RED VALVE BOX TO GRADE AT LLEDEPOSITED (2 PER GALLESEPARATE CHAMBERS / (TYP.) C.B. TRAP 3. ENGINEER SHALL INSPECT FOOTING FORMS AND REBAR PRIOR TO POURING WARNING LIGHT AND AUDIBLE SGNAL WITH PRESS TO SILENCE SWITCH. THEOF VARIES, SEE PLAN i ELBOW AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD FOOTING. CONFIRM ELEVATION OF FOOTINGS PRIOR TO POURING WALL ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A - ' 2 CU FT 4. ENGINEER SHALL INSPECT WALL FORMS AND REBAR PRIOR TO POURING HIGH WATER LEVEL CAUSED BY PUMP FAILURE. .R HORIZONTAL REINFORCEMENT (9)$3-S TOTAL TOP STRUCTURE EL. LISTED ON PL CONC. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. OF WALL. CONFIRM ELEVATION OF' FOOTINGS PRIOR TO POURING WALL. PROPER FUNCTION OF PUMPS. CONTROLS AND ALARMS SHALL REDEMONSTRATED BY 2" MIN. PEASTONE 2 CU FT -;-_- Ica 5. ENGINEER SHALL INSPECT 8 MIL LINER PRIOR TO BACKFILLING WALL 4. WATER TESTING, ENGINEER TO WITNESS AND CERTIFY - AND MIRAFI 140Nt CONC. SLEEVE PIPE TO ALLOW 2" CLEAR 3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. CLEAN ° FABRIC OVER GALLEY A MOVEMENT 6. ENGINEER SHALL INSPECT AND CERTIFY ALL SEPTIC COMPONENTS, FACTORY TOP STRUCTURE C.B. TRAP AND MIRAFI 140NS RETAINING WALL NOTES: 10DO GALLON PRECAST RUBBER BOOTS, PUMP MECHANISMS AND FLOAT SETTINGS AFTER INSTALLATION- ELEV. 9.9 FI SCH40 PVC FITS INTO TOP SUBSOIL H-20 LEACHPIT 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO OF CHAMBER ' • ,\\,�. BE 14 DAYS AFTER 3 //\\//\\//\\/�\\/�\�\�/�\�� COMPACT ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT INV. 7.9 -.. THE RETAINING WALL, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE WITH CLEAN ORIG. GROUND EL. 11.0t BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED SAND. PLAN. OVERLAP 18" LEACHING FIELD SECTI NOT TO SCALE ludllt� �i in rpt i,n rt,�uu�uu�uu�u � . CLEANOUT DETAIL NOTES: NTS 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 6. C.I. RING &COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 7. ALL SEPTIC PIPING 4"0 SCH-40 PVC UNLESS NOTED. LEBARON LA0910 OR E0. OVER CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 8• COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT SHORT LENGTH OF CLEANOUT/INSPECTION PORT TO GRADE. ' (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR INSPECTION BY BOARD OF HEALTH AND PERMSS:ON OBTAINED 7H CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. FROM BOARD OF HEALTH. 8"H-20 F&G 12" PIPE FROM MANHOLE TO SEE PAVEMENT SECTION off 508-362-4541 fox 508 362-9880 down cape engineering, Inc. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. BUILDING DOWNSPOUTS 6" LOAM & SEED A.J_ DISTURBED AREAS (TYP,) CLAN�U TO GIA_ - I / I 4"OSCH40 POOF DRAIN TO ROOF CRYWELL OR DRAINAGE AT 2% MIN. ROOF DRAIN PIPES NDT TO SCALE 12 E COD BERM 1' TOPCOAT MASS DPW MDPW M1.03.1 VIE. ROLLER COMPACTED REMOVE TOP & SUBSOIL NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% DRY WEIGHT PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 957 MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. NEMENT CROSS SE( NOT TO SCALE EL. 9.83 EL. 9.0 8"H-20 F&G RIM 10.6 TOP OF WALL EL. 13.6 EQUIPMENT IN E 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 9, ALL STORMWATER RUNOFF TO BE RETAINED O!N SITE. RIM 10.6 CHAMBERS / (TYP.) C.B. TRAP PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGS. r -ren, COORDINATE UTILITY INSTALLATtO`LS WITH AP. zC ATE VENDORS. 12"0 CPP VARIES, SEE PLAN i ELBOW AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 10. ❑o❑o❑o❑a❑oma❑� LZI ED ❑�❑�❑'�❑0❑0L_1 �o�o�o=o�om ED El LJ U-3 o0DODUEoo0D ElollOoDOElaE - z z SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT, it. ALL LIGHTING SHALL CONFORM 70 ZONING CRyNANCE. .R HORIZONTAL REINFORCEMENT (9)$3-S TOTAL TOP STRUCTURE EL. LISTED ON PL * a ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. ------__ iO CONTINUOUS (LAP SPLICE 21'� 2" MIN. PEASTONE 2 CU FT -;-_- Ica ' AND BARNSTABLE HEALTH REGULATIONS. - AND MIRAFI 140Nt CONC. 7.9 2" CLEAR 3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. ,' ° FABRIC OVER GALLEY A .. INV. o°oe°000000 4. DESIGN LOADING FOR ALL PRECAST UNITS TOP STRUCTURE C.B. TRAP AND MIRAFI 140NS RETAINING WALL NOTES: 10DO GALLON PRECAST TO BE PASHTO -H20 UNLESS NOTED. ELEV. 9.9 12"0 CPP SUBSOIL H-20 LEACHPIT 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO ELBOW ' • ,\\,�. BE 14 DAYS AFTER 3 //\\//\\//\\/�\\/�\�\�/�\�� COMPACT BE USED FOR PROPERTY LINE STAKING. INV. 7.9 -.. MIRAFl 140N WITH CLEAN ORIG. GROUND EL. 11.0t FABRIC OVER SAND. OVERLAP 18" d ' 13 HOP.IZ. REINF (TYP.) DOWN EACH SIDE OF TRENCH * - y A 3' PEASTONE OVER PIPE m SOLID H-20 1` ADJUSTED STORMTECH SC -310 CHAMBERS IN GALLEY CONFIGURATION �`- CORRUGATED HO ME 4 WATER LEVEL BETWEEN STRUCTURES ADS N-12 OR EQUAL INTO STORVTECH SC -310 CHAMBER ELEV. 6.4 SET IN WASHED STONE, SEE SECTION J5'-1.5' DOL='LE ,. .., - BOTTOM OF LEACHING GALLEY •r r WAS4ED STONE ELEVATION 7.4 H-20 DEEP SUMP ^ 1000 GALLON PRECAST SET IN CLEAN CATCH BASIN SAND ONLY I REMOVEEI 34" SECTION THRU DRAINAGE T_Q" SUBSOIL r _I FOR 5' AROUND AND WITH CLEAN REPLACE GALLEY CROSS SECTION A -A NOT TO SCALE COMPACTED SAND. NTS off 508-362-4541 fox 508 362-9880 down cape engineering, Inc. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. BUILDING DOWNSPOUTS 6" LOAM & SEED A.J_ DISTURBED AREAS (TYP,) CLAN�U TO GIA_ - I / I 4"OSCH40 POOF DRAIN TO ROOF CRYWELL OR DRAINAGE AT 2% MIN. ROOF DRAIN PIPES NDT TO SCALE 12 E COD BERM 1' TOPCOAT MASS DPW MDPW M1.03.1 VIE. ROLLER COMPACTED REMOVE TOP & SUBSOIL NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% DRY WEIGHT PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 957 MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. NEMENT CROSS SE( NOT TO SCALE EL. 9.83 EL. 9.0 8"H-20 F&G RIM 10.6 TOP OF WALL EL. 13.6 �e 2X, 4 e . e , jj COMPACT ' . 'I . FILL o . l- ROLLER COMPACT FILL UNDER FOOTINGS WHEELSTOP NOT TO SCALE 2'-10' TAIL 26' NOTE: TRANSISTION TO LANDSCAPE TIMBER WALL SPIKED AND BATTERED BACK AS INDICATED WHERE REVEAL OF WALL IS LESS THAN 12" NO WALL REQUIRED WHEN GROUND EL. ABOVE 13.4 ✓✓ I�T 24 1/4" H-20 RATED F&C TOP OF WALL EL. 73.6 8 MIL LINER \ LeBARON L6268-3 H-20 OR EQUAL (TYP.) C.B. TRAP TOP STRUCTURE MANHOLE FRAME AND COVERS 12"0 CPP ON INSIDE WALL ^ LABELED "DRAIN" ELBOW C L ❑o❑o❑o❑a❑oma❑� LZI ED ❑�❑�❑'�❑0❑0L_1 �o�o�o=o�om ED El LJ U-3 o0DODUEoo0D ElollOoDOElaE - z z 11.51 1 .R HORIZONTAL REINFORCEMENT (9)$3-S TOTAL TOP STRUCTURE EL. LISTED ON PL * a .• iO CONTINUOUS (LAP SPLICE 21'� Ica ' BEND AT CORNERS 1'RAD. MIN. v. VERTICAL REINFORCEMENT (YS AT 12" ON CENTER 2" CLEAR ,' CONTINUOUS FROM TOE FOOLING TO TOP OF WALL 4" MIN. PEASTONE SAND ONLY o°oe°000000 FILL TO 12.01 COFH-20 DEEP SUMP AND MIRAFI 140NS RETAINING WALL NOTES: 10DO GALLON PRECAST 1. REINFORCING STEELv ASTM A 615 GRADE 60 SUBSOIL H-20 LEACHPIT 2. CONCRETE 3000 PSI MIN. 3/4" MAX AGG. SIZE FOR 5' AROUND ' • ,\\,�. BE 14 DAYS AFTER 3 //\\//\\//\\/�\\/�\�\�/�\�� COMPACT °oxo° ° ° °000 FILL POURING OF WALLBACKFILLED CONCRETE. WITH CLEAN ORIG. GROUND EL. 11.0t 000000°°° SAND. 1 -4 ' 13 HOP.IZ. REINF (TYP.) �e 2X, 4 e . e , jj COMPACT ' . 'I . FILL o . l- ROLLER COMPACT FILL UNDER FOOTINGS WHEELSTOP NOT TO SCALE 2'-10' TAIL 26' NOTE: TRANSISTION TO LANDSCAPE TIMBER WALL SPIKED AND BATTERED BACK AS INDICATED WHERE REVEAL OF WALL IS LESS THAN 12" NO WALL REQUIRED WHEN GROUND EL. ABOVE 13.4 4 1 /2" MANUF. LeBARON, BROCKTON, MA MODEL: LT 105 WEIGHT: 430 LBS TYPICAL ACCESS COVER SCALE: 3/4" - 1'-0" LABEL SEWER OR DRAIN AS APPROPRIATE 10" P-vEA. MAX. LANDSCAVE TIMsEP. WALL : 4 ✓✓ I�T 24 1/4" H-20 RATED F&C 1 r aA I � v 7 N t �; I \ LeBARON L6268-3 H-20 OR EQUAL (TYP.) C.B. TRAP TOP STRUCTURE MANHOLE FRAME AND COVERS 12"0 CPP ELEV. 9.9 LABELED "DRAIN" ELBOW DRILL (2) 1"m HOLES IN COVER ❑o❑o❑o❑a❑oma❑� LZI ED ❑�❑�❑'�❑0❑0L_1 �o�o�o=o�om ED El LJ U-3 o0DODUEoo0D ElollOoDOElaE N HOLES (TYP.) 11.51 1 TOP STRUCTURE EL. LISTED ON PL * a t 1 /A" g N 4 1 /2" MANUF. LeBARON, BROCKTON, MA MODEL: LT 105 WEIGHT: 430 LBS TYPICAL ACCESS COVER SCALE: 3/4" - 1'-0" LABEL SEWER OR DRAIN AS APPROPRIATE 10" P-vEA. MAX. LANDSCAVE TIMsEP. WALL : 4 H-20 RATED F&C M MORTAR \ LeBARON L6268-3 H-20 OR EQUAL (TYP.) C.B. TRAP TOP STRUCTURE MANHOLE FRAME AND COVERS 12"0 CPP ELEV. 9.9 LABELED "DRAIN" ELBOW DRILL (2) 1"m HOLES IN COVER DRILL (2) i" HOLES (TYP.) 11.51 MORTAR ALL COMPONENTS (ttP.) TOP STRUCTURE EL. LISTED ON PL * a g N Ica N v. SET IN CLEAN 'O00000°o- o°0°0°0°0 o° 4" MIN. PEASTONE SAND ONLY o°oe°000000 4'X 6'm COFH-20 DEEP SUMP AND MIRAFI 140NS REMOVE 10DO GALLON PRECAST CATCH BASIN SUBSOIL TH1 SOIL EVALUATOR: DANIEL A- OJALA PLS, EIT TH2 SOIL EVALUATOR: DANIEL A. OJALA PLS, Ell TH3 SOIL EVALUATOR: DANIEL A. OJALA PLS, EIT BOH: AMY VON HONE RS BOH: AMY VON HONE RS EXCV. ELLIS BROS. EXCV. ELLIS BROS. EXCV. ELLIS BROS, DATE: 10-30-03 4PM DATE: 10-30-03 3PM DATE: 10-30-03 3PM 0" EL 10 5 0" LL. 1 Z-) EL 33 EL 2 3 FILL- SAND Ap SANDY LOAM 10YR 5/2 B HORIZON LOAMY SAND 10YR 6/6 Cl C7 HORIZON MEDIUM/COARSE SAND 2.5Y 7/4 12" 24" 54" EL. 8.07 PERC RATE: <2MIN/IN. Bott. pert at 60" 24 gal in 6:10 ADJ. GROUNDWATER EL 7.17' GROUNDWATER ENCOUNTERED AT 7.33'- el. 4.97 EL. 2.07 FILL- SAND Ap SANDY LOAM 10YR 5/2 B HORIZON LOAMY SAND 10YR 6/6 Cl Cl HORIZON MEDIUM/COARSE SAND 2.5Y 7/4 ADJ. GRO A SANDY LOAM IOYR 5/2 18" 8" B HORIZON LOAMY SAND 24" tOYR 6/6 EL. 8.33 26" 48" PERC RATE: <2MIN/IN. Cl HORIZON Cl PERC RATE: <2MIN/IN. MEDIUM/COARSE SAND 2.5Y 7/4 GROUNDWATER EL 7 17' ADJ GROUNDWATER EL 6 4' FOURTH FLANGE AT BASINS WITHOUT CURB INLET 4 1/2" SECTION A -A MODEL: LF 2.8-2 WEIGHT: 480 LES FRAME AND GRATE SCALE: 1/2' = 1'-0" 3/4" - 1 1/2" DOUBLE WASHED STONE 4' MIN. AROUND PIT RYWELL S NOT TO SCALE 11 JAXI-1 4141, S�II�� PEAN DWATER ENCOUNTERED GRO DWATER E el. 4.2RED #25 �0S R+/ H0 y�•. 3L ERRA ECE AT 7.1'- el. 4.97 AT 6.3' - N. 4.2 YJ a JijL PREPARED FOR: EL. 2.5 0e^ �V TEST HOLE LOGS. P NC NON I��E TRUS'll, GROUNDWATER ADJ. MM29 ZONE Ar['+� 10/24/03 READING 9.0- 2.2' ADJ. SCALE: 111 201 DATE: 2/20/04 ISSUED FOR PEFv7TING, NOT FOR CONSTRUCTION SHEET 2 OF 2 H-20 RATED F&C 4" LOAM & SEED DISTURBED AREAS LeBARON L6268-3 H-20 OR EQUAL (TYP-) MANHOLE FRAME AND COVERS LABELED "DRAIN" DRILL (2) 1"m HOLES IN COVER 4-6"OSCH-40 PVC AT 2% MIN. FROM ROOF DRAINS 11.51 MORTAR ALL COMPONENTS (ttP.) TOP STRUCTURE EL. LISTED ON PL Ica SET IN CLEAN 'O00000°o- o°0°0°0°0 o° 4" MIN. PEASTONE SAND ONLY o°oe°000000 4'X 6'm 00000000a AND MIRAFI 140NS REMOVE °oxo°°°oa FABRIC OVER STONE SUBSOIL 'o°°°°0o°° H-20 LEACHPIT 00000000 °0°00000 v °0000000 FOR 5' AROUND o0000000o SHO EY OR EQUAL °oxo° ° ° °000 AND REPLACE WITH CLEAN 000000°°° SAND. °0000° 7,0f 'o�OvoQoO00000p00000eo�0000°,0°0°0°o"'oxo°°o°oxo°ooa0000 3/4" - 1 1/2" DOUBLE WASHED STONE 4' MIN. AROUND PIT RYWELL S NOT TO SCALE 11 JAXI-1 4141, S�II�� PEAN DWATER ENCOUNTERED GRO DWATER E el. 4.2RED #25 �0S R+/ H0 y�•. 3L ERRA ECE AT 7.1'- el. 4.97 AT 6.3' - N. 4.2 YJ a JijL PREPARED FOR: EL. 2.5 0e^ �V TEST HOLE LOGS. P NC NON I��E TRUS'll, GROUNDWATER ADJ. MM29 ZONE Ar['+� 10/24/03 READING 9.0- 2.2' ADJ. SCALE: 111 201 DATE: 2/20/04 ISSUED FOR PEFv7TING, NOT FOR CONSTRUCTION SHEET 2 OF 2