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HomeMy WebLinkAbout32 Lakeland Avenue Site and Sewage PlanDEEP OBSER VA TION HOLE LOGS NO SCALE DEEP OBSERVATION HOLE 1 EL = 23.0t DATE OF TESTS: AUGUST 27, 2002 vcrm IV I,TTUVnUTTRItK: PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP GROUNDWATER LEVEL. ADJUSTMENT: 1N THE C HORIZON IN DOH # 1 AND DOH ¢2 1 WITNESSED BY : JOHN G. SCHNAIBLE, CEC ACTUAL GROUNDWATER LEVEL 0 SITE: EL= LYNN MULKEEN, HEALTH AGENT ESTIMATED (MAX.) HIGH GROUNDWATER NO GROUNDWATER ENCOUNTERED ESTIMATED LEVELEL= , DEPTH FROM : SURFACEI SOIL. SOIL TEXTURE SOIL COLOR UNSELL SOIL MOTTUNG OTHER 0' - 8" A LOAMY SAND 10 YR 3/1 it JGS 8' - 24" 8 LOAMY SAND 10 YR 6/6 PROJECT NO.. C15774.00 SOME AS SHOW 24' - 131r C SAND 10 YR 7/4 NONE LOOSE, MEDIUM I SS- lswm 260 CRANBERRY HIGHWAY ORLEANS, MASS. 02653 (508) 255-6511 TO FINE SAND DEEP OBSERVATION HOLE 2 EL. = 22.8± DEPTH FROM SURFACEHORIZON SOL SIL TEXTURE` SOIL COLOR MUNSELL SOIL MOTTUNG OTHER 0" - 9" A LOAMY SAND 10 YR 3/2 it JGS 9 - 260 B LOAMY SAND 10 YR.6/6 PROJECT NO.. C15774.00 SOME AS SHOW 26' - 120" C SAND 10 YR 7/4 NONE LOOSE, MEDIUM I SS- lswm 260 CRANBERRY HIGHWAY ORLEANS, MASS. 02653 (508) 255-6511 TO FINE SAND DESIGN CALCULA TIONS DESIGN FLDW: EXISTING 4 BEDROOMS; AT 11D GAL. PER DAY PER BEDROOM = 440 GPD 440 GPD X 200% = 880 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED A 40' L x 10' W. x f D. LEACHING CHAMBER CAN LEACH: Vt'- 40 (2) 2 x .74 + 40 (10) x .74 + 10 (2) 2 x .74 - 444 GPD INSTALL ONE { 1) - 40 'L x 10 V. x 2 `D. LEACHING CHAMBER Vt = 444 GPD > 440 GPD REVD. ONE ( t) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED ONE ( 1) - DISTRIBUTION BOX { 5 OUTLET) NOTES 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 2) THE INSTALLER IIS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL.` SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN AL1. 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 SHALL: VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 4) ALL GRAVITY SEWER PLPE 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 FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL. BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. 6) THE USE OF ALTERNATE MANUFACTURERS FOR.SYSTEM COMPONENTS SHALL NOT BE APPROVED.IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. 7) THE INSTALLER SHALL .ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTIUTIES PRIOR TO EXCAVATION AND SHALL PROTECT UTIUTIES WITHIN THE WORK AREA DURING CONSTRURON. 8) THE EXISTING SEWAGE DISPOSAL SYSTEM (INCLUDING CESSPOOLS) SHALL BE PUMPED, FILLED WITH SAND, AND ABANDONED: OR SHALL BE REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN COARSE SAND. IF APPU I.E., 9) FILL MATERIALFOR SYSTEMS TED IN FILL,SHALL BE CLEAN GRANULAR SANDFREE OF ORGANIC ;TTER AND OTHER ELETERIOUS MATERIALS THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE t4 SIEVE THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. TH -MA i I TH T PA=S IHd4 ME SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: ExisT� 20.5± A 2035 20.7± 8 rw m1mmw SLOPE FOR 4' OU SOH 40 PVC PIPE 5 1/s' PER FT OWA ., or //b'/ of BARok , ..y . / I —14 � s * NQ.IE- EXISTING LAUNDRY TO BE RELOCATED TO REAR OF DWEL UNG. REPIPE TO EXISTING OUTLET -4 �' e� / 16 ' tz (2)OR® _ '717t STONE r -w NO Iit"DWAIER ENCOL)NTERED. BOTTOI OF DON >R EL -11.5± 4 I1 I I I I ol / / PROPOSED SILT FENCE/WORK LUT ASSESSORS MAP 60 PARCEL 55 ASSESSORS MAP 60 PARCEL 45 ASSESSORS MAP 60 \ PARCEL 46 :D11 �a , r n •a., \ PROPOSED 401 x 1O'W x 21) SCALE: 1'= 20' LEACHING CHAMBER \ (THIS AREA IS SERVED BY TOWN WATER) ~ ASSESSORS MAP 60 \ PARCEL 44 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. N,i ,n Cr( 1 I Srgtro� p PLAN REFERENCE.- PLAN REFERENCE:PLAN BOOK: 95 PAGE: 41 ASSESSORS MAP 60 PARCEL 56 oi PO wn ..� i © CEC 2002 YARMOUTH, MASS. KEY MAP NO SCALE LEGEND 21S TING ® CATCH BASIN 0 DRAIN MANHOLE Gv X GAS VALVE wv D4 WATER VALVE MISC. SIGN � UTIUTY POLE - G GAS MAIN - w - WATER UNE STOCKADE FENCE SPLIT RAIL FENCE PICKET FENCE E3 ELECTRIC METER HYDRANT ® CONCRETE BOUND ---20-- CONTOUR S; ? OAK TREE PROPOSED —22 — CONTOUR am sm ww .-r SILT FENCE / UMIT OF WORK NOV 1JnDjVZ � U 1 HEREBY CERTIFY THAT THE CONDITIONS SHOWN HEREON ARE LOCATED AS THEY EXIST ON THE GROUND. DATE P.LS /'' INSPECTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. 3 6/5/03 MODIFY PROPOSED ADDITION F007MNT SMR/JGS a r 11/11/02 MODIFY SEWAGE DISPOSAL SYSTEM SMR/J 1 it JGS ExisT� 20.5± A 2035 20.7± 8 rw m1mmw SLOPE FOR 4' OU SOH 40 PVC PIPE 5 1/s' PER FT OWA ., or //b'/ of BARok , ..y . / I —14 � s * NQ.IE- EXISTING LAUNDRY TO BE RELOCATED TO REAR OF DWEL UNG. REPIPE TO EXISTING OUTLET -4 �' e� / 16 ' tz (2)OR® _ '717t STONE r -w NO Iit"DWAIER ENCOL)NTERED. BOTTOI OF DON >R EL -11.5± 4 I1 I I I I ol / / PROPOSED SILT FENCE/WORK LUT ASSESSORS MAP 60 PARCEL 55 ASSESSORS MAP 60 PARCEL 45 ASSESSORS MAP 60 \ PARCEL 46 :D11 �a , r n •a., \ PROPOSED 401 x 1O'W x 21) SCALE: 1'= 20' LEACHING CHAMBER \ (THIS AREA IS SERVED BY TOWN WATER) ~ ASSESSORS MAP 60 \ PARCEL 44 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. N,i ,n Cr( 1 I Srgtro� p PLAN REFERENCE.- PLAN REFERENCE:PLAN BOOK: 95 PAGE: 41 ASSESSORS MAP 60 PARCEL 56 oi PO wn ..� i © CEC 2002 YARMOUTH, MASS. KEY MAP NO SCALE LEGEND 21S TING ® CATCH BASIN 0 DRAIN MANHOLE Gv X GAS VALVE wv D4 WATER VALVE MISC. SIGN � UTIUTY POLE - G GAS MAIN - w - WATER UNE STOCKADE FENCE SPLIT RAIL FENCE PICKET FENCE E3 ELECTRIC METER HYDRANT ® CONCRETE BOUND ---20-- CONTOUR S; ? OAK TREE PROPOSED —22 — CONTOUR am sm ww .-r SILT FENCE / UMIT OF WORK NOV 1JnDjVZ � U 1 HEREBY CERTIFY THAT THE CONDITIONS SHOWN HEREON ARE LOCATED AS THEY EXIST ON THE GROUND. DATE P.LS /'' INSPECTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. 3 6/5/03 MODIFY PROPOSED ADDITION F007MNT SMR/JGS a r 11/11/02 MODIFY SEWAGE DISPOSAL SYSTEM SMR/J 1 10/18/02 SHOW STAKED HAYBALES AND DISTANCES TO WETLANDS JGS ba DATE REMSM1 BY 111111 si TITLE SITE & SEWAGE DISPOSAL SYSTEM PLAN PROJECT NO.. C15774.00 SOME AS SHOW 9-19-02 PROJECT RI CHARDSON RESIDENCE 32 LAKELAND AVENUE YARMOUTH, MA um ffy MAP' MAH CHE00 BY MAWN FILE C15774.dwg COASTAL ENGINEERING u,.COMPANY, INC.1(6 PROFESSIONAL` ENGINEERS & BAND SURVEYORS I SS- lswm 260 CRANBERRY HIGHWAY ORLEANS, MASS. 02653 (508) 255-6511 ExisT� 20.5± A 2035 20.7± 8 rw m1mmw SLOPE FOR 4' OU SOH 40 PVC PIPE 5 1/s' PER FT OWA ., or //b'/ of BARok , ..y . / I —14 � s * NQ.IE- EXISTING LAUNDRY TO BE RELOCATED TO REAR OF DWEL UNG. REPIPE TO EXISTING OUTLET -4 �' e� / 16 ' tz (2)OR® _ '717t STONE r -w NO Iit"DWAIER ENCOL)NTERED. BOTTOI OF DON >R EL -11.5± 4 I1 I I I I ol / / PROPOSED SILT FENCE/WORK LUT ASSESSORS MAP 60 PARCEL 55 ASSESSORS MAP 60 PARCEL 45 ASSESSORS MAP 60 \ PARCEL 46 :D11 �a , r n •a., \ PROPOSED 401 x 1O'W x 21) SCALE: 1'= 20' LEACHING CHAMBER \ (THIS AREA IS SERVED BY TOWN WATER) ~ ASSESSORS MAP 60 \ PARCEL 44 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. N,i ,n Cr( 1 I Srgtro� p PLAN REFERENCE.- PLAN REFERENCE:PLAN BOOK: 95 PAGE: 41 ASSESSORS MAP 60 PARCEL 56 oi PO wn ..� i © CEC 2002 YARMOUTH, MASS. KEY MAP NO SCALE LEGEND 21S TING ® CATCH BASIN 0 DRAIN MANHOLE Gv X GAS VALVE wv D4 WATER VALVE MISC. SIGN � UTIUTY POLE - G GAS MAIN - w - WATER UNE STOCKADE FENCE SPLIT RAIL FENCE PICKET FENCE E3 ELECTRIC METER HYDRANT ® CONCRETE BOUND ---20-- CONTOUR S; ? OAK TREE PROPOSED —22 — CONTOUR am sm ww .-r SILT FENCE / UMIT OF WORK NOV 1JnDjVZ � U 1 HEREBY CERTIFY THAT THE CONDITIONS SHOWN HEREON ARE LOCATED AS THEY EXIST ON THE GROUND. DATE P.LS /'' INSPECTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. C1577'4.00 3 6/5/03 MODIFY PROPOSED ADDITION F007MNT SMR/JGS 2 11/11/02 MODIFY SEWAGE DISPOSAL SYSTEM SMR/J 1 10/18/02 SHOW STAKED HAYBALES AND DISTANCES TO WETLANDS JGS ba DATE REMSM1 BY 111111 si TITLE SITE & SEWAGE DISPOSAL SYSTEM PLAN PROJECT NO.. C15774.00 SOME AS SHOW 9-19-02 PROJECT RI CHARDSON RESIDENCE 32 LAKELAND AVENUE YARMOUTH, MA um ffy MAP' MAH CHE00 BY MAWN FILE C15774.dwg COASTAL ENGINEERING u,.COMPANY, INC.1(6 PROFESSIONAL` ENGINEERS & BAND SURVEYORS I SS- lswm 260 CRANBERRY HIGHWAY ORLEANS, MASS. 02653 (508) 255-6511 C1577'4.00