The URL can be used to link to this page

Home My WebLink AboutEngineered Plan - 200510' min. from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. Existing Foundation [house to septic tank TOP OF FOUNDATION = ELEV. 100.00 (Assumed) Septic tank covers must be D -BOX cover must be within 6 In. of finished grade within 6 in. of finished grade NT �,-Grode over Septic Tank - 99.00 /-Grade over D -Box - 99.00 S - 0.02 00 T EXIST PIPE FT2@I EXIST. FOIMDATIDN � U CONCRETE FIAT FOUND4T1 y ar SYSTEM PROFILE Not to Scale NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE PERCOLATION TEST Date of Percolation Test: MAY 5, 2005 Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Results Witnessed By. Amy Von Hone (Yarmouth B.O.H.) EXCAVATOR: Shay Env. Svcs. Percolation Rate: Less Than 2 MPI ® 36" Test Hole No. 1 DEPTH SOILS ELEV. --- - 0 99.00 Sandy Loam 10 YR 3/2 INLET 0"-9' Ae 98.00 Sandy Loom 10 YR 5/6 9'- 36' Be 96.40 Medium Sand 2-5 Y 7/4 36'- 1321 C, RR nn Depth to Perc: 36" to 54" Perc Rate= 2 MPI MIW29/ZONE A - INDEX = 6.4 for 4/05 / ADJUSTMENT = 0.5 FEET OBSERVED H2O Elev. = 120" or 10' below Grade 2-18' DIAM. ACCESS MANHOLES STEEL REINFORCED PRECAST CONCRETE PLAN VIEW 3-24" REMOVABLE COVERS 1 I INLET B' -in.I Lmin. inlet to outlet 6. td min- � old lead 5' -7' ci E 0 o ce. sero. Y oa Ys' W-0, CROSS SECTION 10' Or Greater NULL H -IU )IST. BOX S- 0.01' per foot M p N 15' `r l0 a+ 1 A i i u V O i c C 6 in.of 3/4'-1 1/2' compacted stone 3' Maximum Cover I - SECTION A -A PROFILE VIEW OF ADDITION TO LEACHING SYSTEM over SAS - 99.00 3" of 1/8' - 1/2' Washed Peastone \4-;PVIC " to 1 1/2 ' Washed Crushed Stone oeemsp,vwvvx (CAPPED) INSPECTION PORT TO BEED AND TO BE V47MN 6' OF GRADE -Top OF System- rev. X98.5 "77 ,---10" Effective Depth _ ALL OUTLET PIPES FROM THE DISTRIBUTION BOX SHALL BE SET LEVEL FOR AT LEAST 2 FT. - ` ' 5.5' \ � I PLAN SECTION 0.83 6. ' (10 inches) 5 11 Its 2 25' = 30' � N 3' 3' Ui c'31.25' I . °i 37.25' i 4' I�4' II Effective Length 0 1 3 SOIL ABSORPTION SYSTEM (SAS) Effective vldth 0 INFILTATR❑R HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN o m (OR EQUIVALENT) Not to Scale Z Li NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18' /EFFECTIVE HEIGHT IS 10" ♦Obs. Groundwater - Test Hole 1 Elev.= 88.75 (Adj. Per CAPE COD COMMISSION = ELEV. 89.25) v PROJECT ADJ. Groundwater = ELEV. 89.25 0 q- D C -q. d PROJECT BENCH MARK TOP OF FOUNDATION - ELEV. = 100.00 (Assumed) THE ACCESS COVERS FOR THE SEPTIC TANK. DISTRIBUTION BOX AND LEACHING COMPONENT SET DEEPER THAN 6 INCHES BELOW FINISHED GRADE SHALL BE RAISED TO WITHIN 6' OF FINISHED GRADE. INSTALL TUF-TITS GAS BAFFLES OR EOUALS i4• r.� -FET 'Y -. �-- OUTLET i U - UU 5' -7- 4'-0' min. Liquid depth s 4' -; 0" END -SECTION TYPICAL 1000 GALLON SEPTIC TANK NOT TO SCALE Design Calculations Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V) Garbage Grinder: No Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) Septic Tank : - 2 x 330 Gal./Day = 660 USE EXIST. 1,000 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. = 273.8 gallons Sidewall Area: 0.74 gal./sq. ft. x 78 sq. ft. = 58 gallons Providing: 331.80 gallons Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNIT'S, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE ON THE ENDS. NO STONE UNDER. 0 0 - 50.00 SHEDOT _ _ -r-- 100 TEST HOLE #1 ELEV.= 99.25 37.25.--. e --f 0'-'i 01"M *t, d. 12' CONCRETE COVER 3- 5' OUTLET . 2 KNOCKOUTS OUTLET ,� 12' 39 klayft"er Rd 4' - SCH. 40 Te 1.79' /,; +- ; ,�•.� � O' • � 4 l f C ' r Y 1. �; i CROSS-SECTION 3 HOLE H-10 DISTRIBUTION BOX y° NOT TO SCALEI EXIST. 1000 L. _=� _= �-. Failed SEPTIC TANK Leach Pit (i - 99- --- ----- ------- --- 99 �)(I b -I 0 CL 101 CII LOT # 170A co 1 ' LOT #169 EXISTING t > I kj 2 BEDROOM i F 1 ] I HOUSE 1 x F I #30 I I ►----+ -98 I I 1 I I I I 97--------------------�--- -I LOT #170 i l 6,300 Square Feet 96 -------__-----_ I 1 1 95 --- -- 1 I I -, �\ 50.00 I 1 II I I II I I 1 11 I I / 1 --------------------------- -----I------------ --------L----------------------------- I CB D.H. FN D MA YF'L O EYE -n R OA IB (40 FOOT RIGHT OF WAY) 0 20 40 50 SCALE: 1 "=20' V 7 'k AOFAM4 `>p 41N10 y( EXIST. I LO 1,000 GAL. SEPTIC TANK IQ (ILO Ose Beth � OI n H-10 n i ar level on 6" of 3/4"-1 1/2" stone. i 6 In.of 3/4"-1 1/2' d - compacted stone i c NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE PERCOLATION TEST Date of Percolation Test: MAY 5, 2005 Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Results Witnessed By. Amy Von Hone (Yarmouth B.O.H.) EXCAVATOR: Shay Env. Svcs. Percolation Rate: Less Than 2 MPI ® 36" Test Hole No. 1 DEPTH SOILS ELEV. --- - 0 99.00 Sandy Loam 10 YR 3/2 INLET 0"-9' Ae 98.00 Sandy Loom 10 YR 5/6 9'- 36' Be 96.40 Medium Sand 2-5 Y 7/4 36'- 1321 C, RR nn Depth to Perc: 36" to 54" Perc Rate= 2 MPI MIW29/ZONE A - INDEX = 6.4 for 4/05 / ADJUSTMENT = 0.5 FEET OBSERVED H2O Elev. = 120" or 10' below Grade 2-18' DIAM. ACCESS MANHOLES STEEL REINFORCED PRECAST CONCRETE PLAN VIEW 3-24" REMOVABLE COVERS 1 I INLET B' -in.I Lmin. inlet to outlet 6. td min- � old lead 5' -7' ci E 0 o ce. sero. Y oa Ys' W-0, CROSS SECTION 10' Or Greater NULL H -IU )IST. BOX S- 0.01' per foot M p N 15' `r l0 a+ 1 A i i u V O i c C 6 in.of 3/4'-1 1/2' compacted stone 3' Maximum Cover I - SECTION A -A PROFILE VIEW OF ADDITION TO LEACHING SYSTEM over SAS - 99.00 3" of 1/8' - 1/2' Washed Peastone \4-;PVIC " to 1 1/2 ' Washed Crushed Stone oeemsp,vwvvx (CAPPED) INSPECTION PORT TO BEED AND TO BE V47MN 6' OF GRADE -Top OF System- rev. X98.5 "77 ,---10" Effective Depth _ ALL OUTLET PIPES FROM THE DISTRIBUTION BOX SHALL BE SET LEVEL FOR AT LEAST 2 FT. - ` ' 5.5' \ � I PLAN SECTION 0.83 6. ' (10 inches) 5 11 Its 2 25' = 30' � N 3' 3' Ui c'31.25' I . °i 37.25' i 4' I�4' II Effective Length 0 1 3 SOIL ABSORPTION SYSTEM (SAS) Effective vldth 0 INFILTATR❑R HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN o m (OR EQUIVALENT) Not to Scale Z Li NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18' /EFFECTIVE HEIGHT IS 10" ♦Obs. Groundwater - Test Hole 1 Elev.= 88.75 (Adj. Per CAPE COD COMMISSION = ELEV. 89.25) v PROJECT ADJ. Groundwater = ELEV. 89.25 0 q- D C -q. d PROJECT BENCH MARK TOP OF FOUNDATION - ELEV. = 100.00 (Assumed) THE ACCESS COVERS FOR THE SEPTIC TANK. DISTRIBUTION BOX AND LEACHING COMPONENT SET DEEPER THAN 6 INCHES BELOW FINISHED GRADE SHALL BE RAISED TO WITHIN 6' OF FINISHED GRADE. INSTALL TUF-TITS GAS BAFFLES OR EOUALS i4• r.� -FET 'Y -. �-- OUTLET i U - UU 5' -7- 4'-0' min. Liquid depth s 4' -; 0" END -SECTION TYPICAL 1000 GALLON SEPTIC TANK NOT TO SCALE Design Calculations Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V) Garbage Grinder: No Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) Septic Tank : - 2 x 330 Gal./Day = 660 USE EXIST. 1,000 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. = 273.8 gallons Sidewall Area: 0.74 gal./sq. ft. x 78 sq. ft. = 58 gallons Providing: 331.80 gallons Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNIT'S, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE ON THE ENDS. NO STONE UNDER. 0 0 - 50.00 SHEDOT _ _ -r-- 100 TEST HOLE #1 ELEV.= 99.25 37.25.--. e --f 0'-'i 01"M *t, d. 12' CONCRETE COVER 3- 5' OUTLET . 2 KNOCKOUTS OUTLET ,� 12' 39 klayft"er Rd 4' - SCH. 40 Te 1.79' /,; +- ; ,�•.� � O' • � 4 l f C ' r Y 1. �; i CROSS-SECTION 3 HOLE H-10 DISTRIBUTION BOX y° NOT TO SCALEI EXIST. 1000 L. _=� _= �-. Failed SEPTIC TANK Leach Pit (i - 99- --- ----- ------- --- 99 �)(I b -I 0 CL 101 CII LOT # 170A co 1 ' LOT #169 EXISTING t > I kj 2 BEDROOM i F 1 ] I HOUSE 1 x F I #30 I I ►----+ -98 I I 1 I I I I 97--------------------�--- -I LOT #170 i l 6,300 Square Feet 96 -------__-----_ I 1 1 95 --- -- 1 I I -, �\ 50.00 I 1 II I I II I I 1 11 I I / 1 --------------------------- -----I------------ --------L----------------------------- I CB D.H. FN D MA YF'L O EYE -n R OA IB (40 FOOT RIGHT OF WAY) 0 20 40 50 SCALE: 1 "=20' V 7 'k AOFAM4 `>p 41N10 y( PLOT PIAN OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR DONALD KAVANAUGH. AT #30 MAYFLOWER ROAD YARMOUTH, MA E. SH00 1. "1f PREPARED BY: I ARJIEYV E. ,BILA 'J CrS-V �� 641Vlrra.�pa T 0 SCALE: 1 "=20' PROJECT#SD774 PdVVIRONMENTAL SERVICES, INC 4,0. BOX 627 EAST FALMOUTH, MA 02536 EL/FAX : 508-539-7966 DRAWN BY: CES FILENAME: SD774PP.DWG DATE: JULY 18, 20 SHEET 1 OF 1 mos ®?ZIP: Rand M: WCd Gia y�w!ff12LC'S HayTEO � I GENERAL NOTES 1. Contractor is responsible for Digsafe notification, Verification of Utilities and protection of all underground utilities and pipes. 2. The septic tank and distribution box shall be set level on 6" of 3/4"-1 1/2" stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. a N p 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. H 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan and Local Regulations. 6. If, during installation the contractor encounters any soil conditions or site conditions that are different ' from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. 8. Install Tuf-Fite gas baffles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4' diameter Schedule 40 NSF PVC ipes. 10. All solid piping, tees & fittings shall be 4" diameter Schedule 40 NSF PVC pipes with water tight joints. 11. Municipal Water is Connected to ALL OF The Residence and Abutting Properties Within 150 Feet. THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN ENTITLED SUBDIVISION PLAN OF LAND IN WEST YARMOUTH, MA DATED DECEMBER 4, 1929 - PLAN BOOK 47 PAGE 113 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. EXISTING LEACH PIT TO BE PUMPED OUT AND REMOVED NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE FROM THE EXISTING LEACH PIT TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS. -�- THERE -ARE NO -WETLANDS -ARE PRESENT- WITHIN-2ff OF THE PROPER ASSESSORS MAP 30 PARCEL 44 PLOT PIAN OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR DONALD KAVANAUGH. AT #30 MAYFLOWER ROAD YARMOUTH, MA E. SH00 1. "1f PREPARED BY: I ARJIEYV E. ,BILA 'J CrS-V �� 641Vlrra.�pa T 0 SCALE: 1 "=20' PROJECT#SD774 PdVVIRONMENTAL SERVICES, INC 4,0. BOX 627 EAST FALMOUTH, MA 02536 EL/FAX : 508-539-7966 DRAWN BY: CES FILENAME: SD774PP.DWG DATE: JULY 18, 20 SHEET 1 OF 1 104X1 I DENOTES PROPOSED I SPOT GRADE X 104.46 DENOTES EXISTING SPOT GRADE PL PROPERTY LINE 9t n1 PROPOSED CONTOUR - - - - - -97 EXISTING CONTOUR a N p DEEP TEST HOLE & PERCOLATION TEST LOCATION H 6 FOOT STOCKADE FENCE PLOT PIAN OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR DONALD KAVANAUGH. AT #30 MAYFLOWER ROAD YARMOUTH, MA E. SH00 1. "1f PREPARED BY: I ARJIEYV E. ,BILA 'J CrS-V �� 641Vlrra.�pa T 0 SCALE: 1 "=20' PROJECT#SD774 PdVVIRONMENTAL SERVICES, INC 4,0. BOX 627 EAST FALMOUTH, MA 02536 EL/FAX : 508-539-7966 DRAWN BY: CES FILENAME: SD774PP.DWG DATE: JULY 18, 20 SHEET 1 OF 1