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Home My WebLink AboutEngineered Plan - Rev. 2017INFILTRATOR QUICK4 LOW PROFILE CHAMBER BED NOT TO SCALE BACKFILL MATERIAL NATIVE SAND, OR TITLE 5 FILL MINIMUM 9' COVER QUICK4 LOW PEOFILE INFILTRATOR (TYP.) DEPTH PER II J DESIGN 34 LF-ACHINC, FACILITY INFILTRATO- • • OLO C QUICK 4 PLUS STANDARD LOW PROFILE CHAMBER TOP VIEW ..... I �i ��i 11� � IIS 0 0 0 0 I lion0 0 0 0 ��►I � ulI I�� cul I�uI ..... ..... 53$1 SIDE VIEW 31 48 (EFFECTIVE LENGTH) END,VIEW 8 34" QUICK4 PLUS END CAP 80$ 7 3.3" INVERTJ 18 4.5" EFFECTIVE LENGTH* —6 CF�CDSS SEfCTIC)N NTS SCALE: NONE NOTE,: If PLUMBING CAN NOT BE RAISED TO 100.02' WE REQUEST A VARIANCE Of THE THE 5! GROUND WATER SEPARATION ,TO 4' AND RAISE THE PLUMBING TO AT LEAST 99.02' ALL PPOfILE_ELEVATION5 TO BE RAISED ACCORDINGLY PLUMBING WILLBE RAISED A5 HIGH A5 PRACTICABLE Dff-51GN CALCULATIONS ESTIMATED51fWAGIff FLOW: Family Dwelling, 51n-�Ic per bedroom TYPE OF ESTABLISHMENT: UNIT: NUMBER OF UNITS: 5 REQUIRED FLOW PER UNIT- 110 GPD/UNIT EXISTING OR PROPOSED GARBAGE GRINDER?: NO 5 BEDROOMS x 110 GPD/BEDROOM = 550 GPD VOLUME OF SEPTIC TANK: 550 GPD x 2 (200% Of DESIGN FLOW) = 1100 GPD INSTALL NEW 1500 GALLON SEPTIC TANK FERC * 501 L DATA: FERC RATE: _ 2 MIN./INCH 501L CLASS: 501L TEXTURE: 5 EFFLUENT LOADING RATE: .74 Lff-AC11ING Af;;?,EA REQUIREMENTS: INFILTRATOR QUICK FOUR LOW PROFILE CHAMBERS 5f REQUIRED: 550 GPD / 0.74 5f/GPD = 744 5f UNITS REQUIRED: 744 5f / 4.73 5f/Lf = 157.3 Lf REQUIRED 157.3 LF/ 4 Lf PER UNIT = 39.3 OR 40 UNITS REQUIRED: 40 UNITS PROPOSED = 5GO GPD INSTALL 1500 GALLON SEPTIC TANK AND PLACE* MAGNETIC LOCATOR TAPE OR METAL 40 "QUICK 4" PLUS LOW PROFILE CHAMBERS OBJECT AT D BOX, SEPTIC TANK CLEANOUT 10 UNITS LONG BY 4 UNITS WIDE PORT, AND INSPECTION PORT. -1_10T 52 �V—W—w > 8,500 "SQ. - FT. C) 0.20 ACRES 1 0,_ BH `�� 1 ' WINDOW v SILL I EL 100.94 INSTALL 4" PERFORATED PIPE PORCH INTO LEACH BED DOWN TO////INNIECT '�rqoALL -V CONN LLIMBING� BED BOTTOM. PIPE TO HAVE J SCREW ON TOP AND BE WITHIN —10' Nbkfi4 'OUTLET 3" OF SURFACE. LOCATION MAY VARY II 7" I. I� � 4( jN OF UIS PUMP CRU5HAND FILL EXISTING CESSPOOL ROBERT AND LEACH PIT. REMOVE REMNANTS OF OLD SEPTIC M. SYSTEM WITHIN 5' OF PROPOSED SYSTEM CAFARELLI C3 CIVIL cn AND REPLACE'- WITH EXISTING SAND OR TITLE 5 FILL. o No.30026 /ST N P L.AN V I EW 1 SCALE: III= 201-011 z NOY 01 2011 NOTES— TEES TO BE SCHEDULE 40 PIPE AND -TEES. ARE 4" DIA REMOVABLE COVER Lij 0 4" MIN. SEPTIC SYSTEM TO BE INSTALLED ACCORDING TO .310 CMR 15.000 r_ 20" MIN. MANHOLE ;0 SITE w TITLE 5 AND THE TOWN OF __YARMQLJH__ RULES AND REGULATIONS Li C/) 3" MIN. (Tl G" MIN. (TYP.) 'v" FOR THE SUBSURFACE DISPOSAL OF SEWAGE. INSTALL OUTLET <= U) 2) EXISTING AND FINAL GRADES AS SHOWN wLU TEE FILTER. �Iw LLI — LU OUTPUT ;LEV 10 NI 1 T EVATI 0 r4 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 0 INLET TEE 10" MIN. 7=1 WITHSTANDING H-10 LOADING. 10 INFILTRATORS (40.00') .E n SEE OUTLET . TEE. 2" MIN. TO TABLE 8 Lf 4" DIA. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. MIN. WALL THICKNESS: 3" MAX. BELOW - 5CHED 40 PIPE fN Z 3" W1 REINFORCING? LU LL- 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED > 4" W/O REINFORCING -4 EX15T GRADE Z 100, RESTRICTIONS OR ZONING. Uj 0 C, A-S-RAER F SOUND --6)—THE--INSTAL-L-E-R-IS-TO-VE-RIF-Y-+HE—L-OC-ATION-OF-UTiL-ITIE-S-AND-SEWER (17 Lf) LU LL�>_�F 7-1 �LJIDWTM DEPTH Of OUTLET TEE MIN. FLOOR THICKNESS: Lij LINE ELEVATIONS PRIOR TO INSTALLATION. < 4 FEET :4:NCHE 5 3" W1 REINFORCING 5 FEET 9 NCHE5 c FEET 241NGHE5 0 7) 100, 4" W/O REINfORCING 7 FEET 29 INCHE5 NEW SOIL ABOVE THE B LAYER (SHOWN ON SOIL LOGS) SHALL BE REMOVED M 5 FEET 341NCHF5 1500 GAL AND REPLACED WITH CLEAN SAND ACCORDING TO MASS. LOCAL > SPECIFICATIONS WITHIN 5' AND BELOW THE S.A.S. CL Z� SWHFD STONE BASES 8) EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL EXTEND 5 FEET Uj xx/\y/,\,x/,_ LATERALLY BEYOND S.A.S. N COMPACTED 51,113-549E 9) VERTICAL DATUM ... ASSUMED ( 10 UNIT BY 4 UNIT DED) S FTIC TAN K,- 10) BENCHMARK CELLAR WINDOW SILL ELEV; 100.94' _-1 INVERT AT FOUNDATION 11) ALL PRECAST UNITS ARE TO BE PLACED ON 6" MIN. CRUSHED STONE 5' MIN. SEPARATION BOTTOM Of INfILTRATOR13ED 08.35' EX15t 95.7 MECHANICALLY COMPACTED. 12) GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT EXCEED 3 FEET 13) ALL EXISTING UNUSED COMPONENTS SHALL BE PUMPED, REMOVED AND/OR LU FILLED WITH CLEAN SAND ACCORDING TO LOCAL REGULATIONS. WATER @ 93.38' Window 5ill t cjracic @ 100.94' 14) CONTRACTOR TO VERIFY ALL PLUMBING IN THE BUILDING FLOWS TO cl) IV PROPOSED SEPTIC TANK. 15) THIS PROPERTY DOES NOT FALL WITHIN THE WATER RESOURCE AREA. > 0 SCALE: NONE NOTE,: If PLUMBING CAN NOT BE RAISED TO 100.02' WE REQUEST A VARIANCE Of THE THE 5! GROUND WATER SEPARATION ,TO 4' AND RAISE THE PLUMBING TO AT LEAST 99.02' ALL PPOfILE_ELEVATION5 TO BE RAISED ACCORDINGLY PLUMBING WILLBE RAISED A5 HIGH A5 PRACTICABLE Dff-51GN CALCULATIONS ESTIMATED51fWAGIff FLOW: Family Dwelling, 51n-�Ic per bedroom TYPE OF ESTABLISHMENT: UNIT: NUMBER OF UNITS: 5 REQUIRED FLOW PER UNIT- 110 GPD/UNIT EXISTING OR PROPOSED GARBAGE GRINDER?: NO 5 BEDROOMS x 110 GPD/BEDROOM = 550 GPD VOLUME OF SEPTIC TANK: 550 GPD x 2 (200% Of DESIGN FLOW) = 1100 GPD INSTALL NEW 1500 GALLON SEPTIC TANK FERC * 501 L DATA: FERC RATE: _ 2 MIN./INCH 501L CLASS: 501L TEXTURE: 5 EFFLUENT LOADING RATE: .74 Lff-AC11ING Af;;?,EA REQUIREMENTS: INFILTRATOR QUICK FOUR LOW PROFILE CHAMBERS 5f REQUIRED: 550 GPD / 0.74 5f/GPD = 744 5f UNITS REQUIRED: 744 5f / 4.73 5f/Lf = 157.3 Lf REQUIRED 157.3 LF/ 4 Lf PER UNIT = 39.3 OR 40 UNITS REQUIRED: 40 UNITS PROPOSED = 5GO GPD INSTALL 1500 GALLON SEPTIC TANK AND PLACE* MAGNETIC LOCATOR TAPE OR METAL 40 "QUICK 4" PLUS LOW PROFILE CHAMBERS OBJECT AT D BOX, SEPTIC TANK CLEANOUT 10 UNITS LONG BY 4 UNITS WIDE PORT, AND INSPECTION PORT. -1_10T 52 �V—W—w > 8,500 "SQ. - FT. C) 0.20 ACRES 1 0,_ BH `�� 1 ' WINDOW v SILL I EL 100.94 INSTALL 4" PERFORATED PIPE PORCH INTO LEACH BED DOWN TO////INNIECT '�rqoALL -V CONN LLIMBING� BED BOTTOM. PIPE TO HAVE J SCREW ON TOP AND BE WITHIN —10' Nbkfi4 'OUTLET 3" OF SURFACE. LOCATION MAY VARY II 7" I. I� � 4( jN OF UIS PUMP CRU5HAND FILL EXISTING CESSPOOL ROBERT AND LEACH PIT. REMOVE REMNANTS OF OLD SEPTIC M. SYSTEM WITHIN 5' OF PROPOSED SYSTEM CAFARELLI C3 CIVIL cn AND REPLACE'- WITH EXISTING SAND OR TITLE 5 FILL. o No.30026 /ST N P L.AN V I EW 1 SCALE: III= 201-011 z NOY 01 2011 LLICo. HEALTH DEPT Lij 0 > r_ C/) ;0 SITE w 0 Li C/) 0 C) <= U) wLU LU 6 �Iw LLI — LU 1 r4 N 0 O Z Ld 10 INFILTRATORS (40.00') LU ry Lj_j 8 Lf 4" DIA. z a. < 0- 5CHED 40 PIPE fN Z Lj LL- 0 5CHEE),40 PIPE 0 > tu > EX15T GRADE Z 100, 2% @ 0 MIN Uj LU > SOUND (17 Lf) LU LL�>_�F I I FINISHED GRADE Lij FIN GRADE < LOCATION MAP 0 100, NEW M U'UNIT5=99.04' 1500 GAL 1% MIN > SEPTIC TANK CL Uj DISTRIBUTION E30X 40"QUICK 4"INfILTRATOR5 f ( 10 UNIT BY 4 UNIT DED) LU LU _-1 INVERT AT FOUNDATION 5' MIN. SEPARATION BOTTOM Of INfILTRATOR13ED 08.35' EX15t 95.7 nU RN5f_ PLUMBING TO 1,00.02' LU GROUND WATER @ 93.38' Window 5ill t cjracic @ 100.94' cl) IV F FZ,(D ff I LF SCALE: NONE NOTE,: If PLUMBING CAN NOT BE RAISED TO 100.02' WE REQUEST A VARIANCE Of THE THE 5! GROUND WATER SEPARATION ,TO 4' AND RAISE THE PLUMBING TO AT LEAST 99.02' ALL PPOfILE_ELEVATION5 TO BE RAISED ACCORDINGLY PLUMBING WILLBE RAISED A5 HIGH A5 PRACTICABLE Dff-51GN CALCULATIONS ESTIMATED51fWAGIff FLOW: Family Dwelling, 51n-�Ic per bedroom TYPE OF ESTABLISHMENT: UNIT: NUMBER OF UNITS: 5 REQUIRED FLOW PER UNIT- 110 GPD/UNIT EXISTING OR PROPOSED GARBAGE GRINDER?: NO 5 BEDROOMS x 110 GPD/BEDROOM = 550 GPD VOLUME OF SEPTIC TANK: 550 GPD x 2 (200% Of DESIGN FLOW) = 1100 GPD INSTALL NEW 1500 GALLON SEPTIC TANK FERC * 501 L DATA: FERC RATE: _ 2 MIN./INCH 501L CLASS: 501L TEXTURE: 5 EFFLUENT LOADING RATE: .74 Lff-AC11ING Af;;?,EA REQUIREMENTS: INFILTRATOR QUICK FOUR LOW PROFILE CHAMBERS 5f REQUIRED: 550 GPD / 0.74 5f/GPD = 744 5f UNITS REQUIRED: 744 5f / 4.73 5f/Lf = 157.3 Lf REQUIRED 157.3 LF/ 4 Lf PER UNIT = 39.3 OR 40 UNITS REQUIRED: 40 UNITS PROPOSED = 5GO GPD INSTALL 1500 GALLON SEPTIC TANK AND PLACE* MAGNETIC LOCATOR TAPE OR METAL 40 "QUICK 4" PLUS LOW PROFILE CHAMBERS OBJECT AT D BOX, SEPTIC TANK CLEANOUT 10 UNITS LONG BY 4 UNITS WIDE PORT, AND INSPECTION PORT. -1_10T 52 �V—W—w > 8,500 "SQ. - FT. C) 0.20 ACRES 1 0,_ BH `�� 1 ' WINDOW v SILL I EL 100.94 INSTALL 4" PERFORATED PIPE PORCH INTO LEACH BED DOWN TO////INNIECT '�rqoALL -V CONN LLIMBING� BED BOTTOM. PIPE TO HAVE J SCREW ON TOP AND BE WITHIN —10' Nbkfi4 'OUTLET 3" OF SURFACE. LOCATION MAY VARY II 7" I. I� � 4( jN OF UIS PUMP CRU5HAND FILL EXISTING CESSPOOL ROBERT AND LEACH PIT. REMOVE REMNANTS OF OLD SEPTIC M. SYSTEM WITHIN 5' OF PROPOSED SYSTEM CAFARELLI C3 CIVIL cn AND REPLACE'- WITH EXISTING SAND OR TITLE 5 FILL. o No.30026 /ST N P L.AN V I EW 1 SCALE: III= 201-011 V BR1 BR2 BH qL BATH CL CL PORCH KITCHEN LIVING ROOM FP BUN PORCH FIRST FLOOR IV BR3 CLI CL BATH I CL CL CL BR4 BR5 SECOND FLOOR HOUSE FLOOR PLAN Yarmouth Health Department .Z&PPR 'ED oc"�,ey �Nzi3eDate co 0: z < 20 Lli 1.- 0 0) o 0) Z 00pr x z 0 or LU 0 LU 0 D Lli _j 0 > 0 z NOY 01 2011 LLICo. HEALTH DEPT Lij 0 > r_ C/) ;0 SITE w 0 Li C/) 0 C) <= U) wLU Lj �Iw LLI — LU 1 r4 N < O Z Ld < LU ry Lj_j z0 z a. < 0- Z Lj < 0 0 Uj LU SOUND Lij 0 LOCATION MAP 0 V BR1 BR2 BH qL BATH CL CL PORCH KITCHEN LIVING ROOM FP BUN PORCH FIRST FLOOR IV BR3 CLI CL BATH I CL CL CL BR4 BR5 SECOND FLOOR HOUSE FLOOR PLAN Yarmouth Health Department .Z&PPR 'ED oc"�,ey �Nzi3eDate co 0: z < 20 Lli 1.- 0 0) o 0) Z 00pr x z 0 or LU 0 LU 0 D Lli _j 0 > 0 Lr - CL 0 Ld 0 0 z NOY 01 2011 LLICo. HEALTH DEPT Lij 0 r_ C/) _j 0 Li C/) 0 C) <= U) wLU Lj �Iw LLI — LU LL_ r4 N < O Z Ld < LU ry Lj_j z0 c) < 0- Z Lj < 0 0 Uj LU N Lij 0 0 0 Uj M T_ cr > CL Uj LU LU n nU LU cl) IV U-1 > 0 z z '3 0 0 ir wT_ < Uj a_a_ cl D 0 < Lr - CL 0 Ld 0 0 z NOY 01 2011 LLICo. HEALTH DEPT Lij 0 r_ C/) < Li C/) 0 C) Lj �Iw LLI — C) < C/) LL_ r4 N C/-) 0 Z Ld < LU ry Lj_j c) < 0- Lj z LU 0 cr Uj LU cl) 0 ti Lij cy) O 0 z Lr - CL 0 Ld 0 0 cc_ NOY 01 2011 LLICo. HEALTH DEPT Lij C/) r_ C/) < Li C/) 0 C) Lj �Iw LLI — C) < C/) LL_ r4 N C/-) 0 Z Ld < LU ry Lj_j c) < 0- Lj Lr - CL 0 Ld 0 0 cc_ LU LLICo. Lij C/)