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HomeMy WebLinkAboutEngineer Plan - 19880 PM 20 tttttt� � 10 N F;OusE FI14I514 FLOOR EL.M.S 5.. 17-71 OD 1506 (SAL. f(IROON) ELEV. P CAST , 1 I , t SEPTIC TAUK-'-"'-" �p" 00X. DQY WELL (P(IT N0. 1 TEST PIT NO. 2 INV 24.37 • .' `; _�_: I NV. 23.92 INV. 2¢17 INV 23.55 I V. 23.15 Y/4'= IYz WASH Er I 5T'ONE s. _ 17, (o' 6' TO 12 ' DARK MED. SAND W/ 1 , SCALE: V=10' 30 M 20 1" 10 Z �A 0 0 1 M NOTE: GRADE AWAY FROM FOUNDATION' AT 3/4"PER FOOT FOR 15 FEET PERCOLATION TEST LOG Tine: /Cp: 3t� Lot NO. l 3-1 C��� is,vn V. Daae : ESNE-'�7Fti'�' health Agent:_T;lit - Engineer: No� Suitable/Subsurface Seiaaga:Yes:_No: Expansion Area:Yes:_ ion Area Tested:Yes:_No: Leaching Field: its: Trenches* Expans Unsuitable: If No -Why? ' Well: Town Water: Subdivision/Owners Name: . I�Lt�S la! Test ul Test #2 \ 1 \ \ l / / ROAD + � �NO X15T CONTOUR P CONTOUR \ I J 1 I I I 1 ' i� OD /O 11 Z L�J-'rte -- - �N530- 334- 06 CONTOURS BASED ON MGVD OF 1929 AS PER BENCH MARK 1168 ELEV. 12.30 FT. LOCKS MAP y?' --, . tea- � %, `< ✓ ="-� . i �J; _r:. \: PRECAST DRY WELL. DW 6 i i �I Z "OF fg n �Z N w,4s11Eo sroAvE 18" DIA. COVER i EL. 25.a t 5.. 17-71 OD 1'4 /141/N IV10VI Cor W , 1 I , t ` M NOTE: GRADE AWAY FROM FOUNDATION' AT 3/4"PER FOOT FOR 15 FEET PERCOLATION TEST LOG Tine: /Cp: 3t� Lot NO. l 3-1 C��� is,vn V. Daae : ESNE-'�7Fti'�' health Agent:_T;lit - Engineer: No� Suitable/Subsurface Seiaaga:Yes:_No: Expansion Area:Yes:_ ion Area Tested:Yes:_No: Leaching Field: its: Trenches* Expans Unsuitable: If No -Why? ' Well: Town Water: Subdivision/Owners Name: . I�Lt�S la! Test ul Test #2 \ 1 \ \ l / / ROAD + � �NO X15T CONTOUR P CONTOUR \ I J 1 I I I 1 ' i� OD /O 11 Z L�J-'rte -- - �N530- 334- 06 CONTOURS BASED ON MGVD OF 1929 AS PER BENCH MARK 1168 ELEV. 12.30 FT. LOCKS MAP y?' --, . tea- � %, `< ✓ ="-� . i �J; _r:. \: PRECAST DRY WELL. DW 6 i i �I Z "OF fg n �Z N w,4s11Eo sroAvE 18" DIA. COVER i EL. 25.a t �i 10RaPEtzTy • Design Loading - Light Duty I .J PRECAST SEPTIC TANK. ST 1500. 1,500 GALLONS. 5.. 17-71 -`RATE = 4 MINUTES PER INCH 1'4 /141/N IV10VI Cor BY T. HAYES YARMOUTH B.O.H. SEPT. 28, 1988 , 1 I , t ` 5._8.. I 1 1 1 (P(IT N0. 1 TEST PIT NO. 2 .� •.5" DIA. INLET _ - _ _ _ _ _� pO 1 ® ®®® ®®® • .' `; _�_: o O I` 5" DIA. OF GREY SILTY W/ TRACES OF SILT. OUTLET ,. 6' TO 12 ' DARK MED. SAND W/ 1 , ED -FINE SAND SOME SMALL STONES i ©® Im ®®® p 8".9"COVER 18"DIA.COVER / 10". 14' COVER. 1" TAPER ' Iret,Z5 0.0 ®®® ®®® ®® I --�4 INLET E6, \ 2447 ®®® ®®® ®® SIDEWALL = 2TTR X H X RATE INV. EL, 23.91 = 2 X 3.14 X 6 X 5.6 X 2.0 GAL/S.F. = 422.2 GAL 3;,_ ®® ® go ® In ©� 5 -4 - ,[ to" PITS TOTAL -SYSTEM CAPACITY = 103.2-.4,GA-t./DAY 4._8., 3,0 rAt/F�PACE 5-7 ®© © ® © ® ®® ' tank and di L OUID 3 -WALLS LEVEL - CROSS SECTION VIEW 3" SPECIFICATIONS 1 ®0 • Concrete Minimum Strength -4,000 P.S.I. @ 28 Days • Steel Reinforcement - 6" X 6" X 10 ga. steel wire mesh I • Construction Joint -Sealed with asphalt cement or equivalent GVAs�fiED ST E © ®® ® ®EQ OEM ®®® ® © IT] ®® ®®® ® ® ® ®® 1 021 C9 M] E91 M 903 UVD45AIRB,6404 .a•--6-6" EAR71Y /2 0' O/ METER ' I I SPECIFICATIONS - • Concrete Minimum Strength - 4,000 P.S.I. @ 28 Dlys • Steel Reinforcement - ASTM A-615-75, Grade 60 1" Min. Cover �i 10RaPEtzTy • Design Loading - Light Duty I .J PRECAST SEPTIC TANK. ST 1500. 1,500 GALLONS. 1. PERCOLATION TES -`RATE = 4 MINUTES PER INCH I BY T. HAYES YARMOUTH B.O.H. SEPT. 28, 1988 , 1 I , t ` 5._8.. I 1 1 1 (P(IT N0. 1 TEST PIT NO. 2 L__ - � � 1 ✓ ], S" DIA, KNOCKOUTS _�_: INLCT I` 5" DIA. OF GREY SILTY W/ TRACES OF SILT. OUTLET ,. 6' TO 12 ' DARK MED. SAND W/ 1 , ED -FINE SAND SOME SMALL STONES .. I I 1 1 -------- _ -------------------- J L J L_ � - 9 BEDROOMS @ 1 10 GA/BEDROOM = 990 GAL/DAV PIAN VIEW ipfXAo EL. Z6•0 + 8".9"COVER 18"DIA.COVER / 10". 14' COVER. 1" TAPER ' Iret,Z5 0.0 12.0' DIAMETER SEPTIC SYSTEM --�4 INLET E6, \ 2447 04174,c7.. 91.1 SIDEWALL = 2TTR X H X RATE INV. EL, 23.91 = 2 X 3.14 X 6 X 5.6 X 2.0 GAL/S.F. = 422.2 GAL 3;,_ TTOM + SIDEWALL = 94 + 422.2 = 5 16.2 GALLONS/DAY 5 -4 - ,[ to" PITS TOTAL -SYSTEM CAPACITY = 103.2-.4,GA-t./DAY 4._8., tem is to be utilized by guest house 4•_0" tank and di L OUID 3 -WALLS LEVEL - CROSS SECTION VIEW 3" SPECIFICATIONS • Concrete Minimum Strength -4,000 P.S.I. @ 28 Days • Steel Reinforcement - 6" X 6" X 10 ga. steel wire mesh I • Construction Joint -Sealed with asphalt cement or equivalent BASIS OF DESIGN 1. PERCOLATION TES -`RATE = 4 MINUTES PER INCH TEST WITNEST BY T. HAYES YARMOUTH B.O.H. SEPT. 28, 1988 _ 2. TEST PIT DATA . ` TEST (P(IT N0. 1 TEST PIT NO. 2 0' TO V-0" SAN(Y LOAM 0 TO 1' SANDY LOAM I* TO 5' LIGHT FINE SAND W/ V TO 6' LIGHT FINE SAND TRACE OF GREY SILTY W/ TRACES OF SILT. SAND. 6' TO 12 ' DARK MED. SAND W/ 5' TO 12' DARK ED -FINE SAND SOME SMALL STONES 3. WASTEWATER FLO � - 9 BEDROOMS @ 1 10 GA/BEDROOM = 990 GAL/DAV (NO GARBAGE DISPOSAL UNIT). 4. SEPT I C TANK = 1 „ 0 X 990 = 1485 GAL. (USE 1500 GALLON TANK) 5. LEACHING AREA: 12.0' DIAMETER SEPTIC SYSTEM �QREA X RATE \ BOTTOM = -1 13.1 S.F. X 0.0� GAL/S.F. = 94 GAL SIDEWALL = 2TTR X H X RATE = 2 X 3.14 X 6 X 5.6 X 2.0 GAL/S.F. = 422.2 GAL 5. TOTAL FLOW - © TTOM + SIDEWALL = 94 + 422.2 = 5 16.2 GALLONS/DAY „ USE TWO (2) PITS TOTAL -SYSTEM CAPACITY = 103.2-.4,GA-t./DAY NOTE Leaching sy tem is to be utilized by guest house with addi t.i anal septic tank and di tribution box. I _ Sketch • -- --- l�„ 1: c � u t3 o f 4 , r � ,, 1"_ _ - • �,r--_ t'i = = � _ T. c�c•t E3/2 b&e) //0 l ff -- • ' _ - �R . /• 4' 4uo 1 -�_. - - -•' \I SUBSURFACE WASTEWATER DISPO Al SYSTEM to 5,t GREAT ISL L 4 6' ---{. - EA AND OT 3 ' \ 7; 11SRu -- f3�Nu1 MARK FOX At It- GJT tst�lVr� TaRDtAPN� $ - l-- it+l• g i ssrE N07 E.' 36-NC14MARK L.0C_arZ-b APiR.oX, YARMOUTH, MASSACHUSETTS 10' 2Y50' FROM ED61' oc R�RMra rl UNE r ! Client No. 0 CF c 14'� 1 z ter ' �g Water At:�Ft. � Pro�.Manager �, ti I o WARREN tq OF AtC TES' Proj. Designer V WILLIAM -4 Notes: Fe :$10,00 _ ��``� Tf!/j PGAw /J FD.P .�E�T/C �Y.�TE"M DE,�/C.(/ TERRELL y e t Drawn By J. Or B �'� Na 27528 `•` A/v0 /-4 Z14 TD BE" USG`O FO,P..�.!/Y DTft/Ek' Cht c Drsi�a Fr"M S' +� (,' fav+h' MLW II -q-68 Checked By !P,eo cL-PTY c/,t✓E•� JA4G/.W_"a/v Tf! . � PL,4,f/ AeC! , !�3 A,i1 P•�,a Gr-..J,,,� Ari„N11 Noasc. rrt�w It -i`1 -N8 Scale Itr= 40' Sstoxn1 . Precision Park Approved /j4�91 Ili% Sheet 1 of �A�Q suavF c� BA�e'p d.0 C.4,1/D CDL,eT CA1�" ¢07S ,CDT 3 No. Springfield, Inc. Rev. Description I By Date Vermont 05150 Date 9%22/88" 1 D