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Home My WebLink About83-1598 - Sewage Disposal System002brte.lry (Jf PALE b ti K -e/ TDP o� cc/✓c- /-/zc/�E�Ty FLFY = �6.85/vU✓v _b LOT 42 q<<�rR 1C EO � r�.o F,p G,cv�Na ✓c/p TREE dgMAt �- GENERAL NOTES �•* � �� i �•' +tom 1. ELEVATIONS REFER TO HCVD DATUM. ELEVATION BENCHMARKS ARE THE TOP OF THE _ CONCRETE PROPERTY BOUNDS: Oil - THE LOT LINE NEAR THE NORTHEAST LOT CORNER; M 2 SOUTHWEST LOT CORNER NEAR GREAT ISLAND ROAD, CONTACT CAPE COD - t . ��• - ENGINEERING, INC. FOR ADDITIONAL ELEVATION INFORMATION. �• - e%s 2. ALL CONSTRUCTION MATERIALS SHALL CONFORM TO THE STATE SANITARY CODE, TITLE I 86 S AND TOWN OF YARMOUTH HEALTH REGULATIONS. T % ^ - <'•^/ 3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE HEALTH DEPT. AND CAPE COD r- d �� tc f�Fl c ENGINEERING, INC. _ ,•� \�`�` "=- 4. INSTALLATION CONTRACTOR SHALL VERIFY WITH PLUMBING CONTRACTOR THE SOIL <� „X/Z.. STR//`/GF/� • PIPE EXIT LOCATIONS AT THE FOUNDATION PRIOR TO SETTING COMPONENTS AND , rr .•- - S/,F if�i� ; /�<</a DS MAKING CONNECTIONS: _. oo� v ,z sE1s 5. WHERE THE PROPOSED WATER SERVICE PIPE CROSSES THE GUEST COTTAGE SOIL PIPE PROVIDE A 20 FT. LENGTH OF SCH. 10 PVC SOIL PIPE CENTERED ON THE POINT OF ,V, ,.•;'` /y a `�_ /077CROSSING. PRESSURE TEST TO INSURE WATER -TIGHTNESS. TI IE SOIL PIPE FOR GUEST COTTAGE CONNECTION TO THE SEPTIC TANK MAY BE INSTALLED AND CAPPED PRIOR TO } 1 to [1 GUEST COTTAGE CONSTRUCTION IF NECESSARY TO LlhtlT FUTURE LANDSCAPE fl DISTURBANCE. + 1Rb 6. A S FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE UNSUITABLE SOIL AROUND �•° L =iiYj= •gyp I AND BELOW THE S.A.S. TO A DEPTH OF APPROXIMATELY 7 FT. REMOVE THE SURFACE \� t SOILS AND THE C! SOIL LAYER SHOWN IN THE SOIL TESTS. REPLACE EXCAVATED SOIL WITH A SUITABLE SAND FILL MEETING TITLE 5 SPECIFICATIONS. CONSTRUCT THE SAS IN .I � •) �I = I ; / OF / l l ti. _ F THE NEW MATERIAL. REUSE EXCAVATED TOPSOIL AND SUBSOIL FOR EARTH COVER AS - KBNft!�gET NEEDED. 7. 7 . INSTALLER SHALL CONTACT CAPE COD ENGINEERING, INC.. (508-896861) FOR A SOIL LOCUS MAP QUALITY INSPECTION OF THE PERIMETER EXCAVATION. CONTACT THE ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. 8. INSTALLER SHALL CONTACT ENGINEER ALSO AT COSSPLETIOti OF CONSTRUCTION FOR ^, - r ,1 F SYSTEM CERTIFICATION IF REQUIRED BY THE TOWN. 9. NO KNOWN WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEMOTHER THAN - �' THE PROPOSED WELL INDICATED. NO KNOWN SEPTIC SYSTEMS EXIST WITHIN 200 FT. OF THE PROPOSED WELL OTHER THAN THE PROPOSED SEPTIC SYSTEM SHOWN. ti 10. PLAN REFERENCE: LCP N 4075 J, SHEET 11 OF 13. 1r �I Ln 4 S `0 O I / I QEn�Cf1M 4,Q k z �oF of cc�✓G. /'i¢c/�E�rY zlz EG = /8.96 A1C -V,0 ZG/JE of /NF1-vEN �6 , � / 2oF7- wFsr / r t of J ,f Jvv o j Pe > yx , �0 ,E l � �6P t O��'O 1 -• �� -� � _ Tv?� /N � W- `� _ _GX__ 1 0 �,�G o n^ 17 Cel �_ _ t ..`-_ 22..q 6f Xx X O V ` �3 17 26 l r 5• DEEP OBSERVATION 110LE M2fX/ST//V G• SToi✓E' Test Dae: by Marcerth M. Perry, Wit , (] Oe .TE TT Y Teal Date: March 31, 1999; Witness: Amy Von Ifonq Yarmouth Health Dept , VQ s -211 ZV DESIGN DATA - Sl'STEIII DESIGNED FOR GARBAGE DISPOSAL IIYDRAULIC LOADING - 6 BEDROOMS X I10GPD/BR = 660.0 GPD DEEP OBSERVATION HOLE 0 1 TANK DESIGN Performed by Robert M. Perry, PM PROVIDE TWO SEPTIC TANKS IN SERIES Tot Dale: March 31, 1999; Witness: Amy Von Bone, Yormouth Health Dept. NI. 200 % X 660 GAL, = 1,320 GAL, - PROVIDE 1500 GALLON SEPTIC TANK, I1-10 02.100% 660 = 660 GAL- PROVIDE 1000 GALLON SEPTIC TANK, 11-10 SAS DESIGN PERCOI.ATION RATE - LESS THAN 5 NirI I,ONC TERN I1V'DRAULIC IA.AD RATE = 0.74 crns.e. t l s = OA9G.Ai./S.F. SIDEW'ALL AREA (2 UNITS)(2)(39'+12.83')(2') = 414.6 S.F. BOTTOM AREA a (2 UNITS) 39'x 12-83'= 1,000.7 S.F. LOADING: (414.6 S.F. + 1000.7 S.F.) 0.493 G AL/S.FJDAY = 697.8GPD TOTAL LEACHING CAPACITY= 697.8 GPD Analioo deptb(in.) borrsee Instars color mottling other I brte.lry (Jf PALE b ti K -e/ TDP o� cc/✓c- /-/zc/�E�Ty FLFY = �6.85/vU✓v _b LOT 42 q<<�rR 1C EO � r�.o F,p G,cv�Na ✓c/p TREE dgMAt �- GENERAL NOTES �•* � �� i �•' +tom 1. ELEVATIONS REFER TO HCVD DATUM. ELEVATION BENCHMARKS ARE THE TOP OF THE _ CONCRETE PROPERTY BOUNDS: Oil - THE LOT LINE NEAR THE NORTHEAST LOT CORNER; M 2 SOUTHWEST LOT CORNER NEAR GREAT ISLAND ROAD, CONTACT CAPE COD - t . ��• - ENGINEERING, INC. FOR ADDITIONAL ELEVATION INFORMATION. �• - e%s 2. ALL CONSTRUCTION MATERIALS SHALL CONFORM TO THE STATE SANITARY CODE, TITLE I 86 S AND TOWN OF YARMOUTH HEALTH REGULATIONS. T % ^ - <'•^/ 3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE HEALTH DEPT. AND CAPE COD r- d �� tc f�Fl c ENGINEERING, INC. _ ,•� \�`�` "=- 4. INSTALLATION CONTRACTOR SHALL VERIFY WITH PLUMBING CONTRACTOR THE SOIL <� „X/Z.. STR//`/GF/� • PIPE EXIT LOCATIONS AT THE FOUNDATION PRIOR TO SETTING COMPONENTS AND , rr .•- - S/,F if�i� ; /�<</a DS MAKING CONNECTIONS: _. oo� v ,z sE1s 5. WHERE THE PROPOSED WATER SERVICE PIPE CROSSES THE GUEST COTTAGE SOIL PIPE PROVIDE A 20 FT. LENGTH OF SCH. 10 PVC SOIL PIPE CENTERED ON THE POINT OF ,V, ,.•;'` /y a `�_ /077CROSSING. PRESSURE TEST TO INSURE WATER -TIGHTNESS. TI IE SOIL PIPE FOR GUEST COTTAGE CONNECTION TO THE SEPTIC TANK MAY BE INSTALLED AND CAPPED PRIOR TO } 1 to [1 GUEST COTTAGE CONSTRUCTION IF NECESSARY TO LlhtlT FUTURE LANDSCAPE fl DISTURBANCE. + 1Rb 6. A S FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE UNSUITABLE SOIL AROUND �•° L =iiYj= •gyp I AND BELOW THE S.A.S. TO A DEPTH OF APPROXIMATELY 7 FT. REMOVE THE SURFACE \� t SOILS AND THE C! SOIL LAYER SHOWN IN THE SOIL TESTS. REPLACE EXCAVATED SOIL WITH A SUITABLE SAND FILL MEETING TITLE 5 SPECIFICATIONS. CONSTRUCT THE SAS IN .I � •) �I = I ; / OF / l l ti. _ F THE NEW MATERIAL. REUSE EXCAVATED TOPSOIL AND SUBSOIL FOR EARTH COVER AS - KBNft!�gET NEEDED. 7. 7 . INSTALLER SHALL CONTACT CAPE COD ENGINEERING, INC.. (508-896861) FOR A SOIL LOCUS MAP QUALITY INSPECTION OF THE PERIMETER EXCAVATION. CONTACT THE ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. 8. INSTALLER SHALL CONTACT ENGINEER ALSO AT COSSPLETIOti OF CONSTRUCTION FOR ^, - r ,1 F SYSTEM CERTIFICATION IF REQUIRED BY THE TOWN. 9. NO KNOWN WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEMOTHER THAN - �' THE PROPOSED WELL INDICATED. NO KNOWN SEPTIC SYSTEMS EXIST WITHIN 200 FT. OF THE PROPOSED WELL OTHER THAN THE PROPOSED SEPTIC SYSTEM SHOWN. ti 10. PLAN REFERENCE: LCP N 4075 J, SHEET 11 OF 13. 1r �I Ln 4 S `0 O I / I QEn�Cf1M 4,Q k z �oF of cc�✓G. /'i¢c/�E�rY zlz EG = /8.96 A1C -V,0 ZG/JE of /NF1-vEN �6 , � / 2oF7- wFsr / r t of J ,f Jvv o j Pe > yx , �0 ,E l � �6P t O��'O 1 -• �� -� � _ Tv?� /N � W- `� _ _GX__ 1 0 �,�G o n^ 17 Cel �_ _ t ..`-_ 22..q 6f Xx X O V ` �3 17 26 l r 5• DEEP OBSERVATION 110LE M2fX/ST//V G• SToi✓E' Test Dae: by Marcerth M. Perry, Wit , (] Oe .TE TT Y Teal Date: March 31, 1999; Witness: Amy Von Ifonq Yarmouth Health Dept , VQ s -211 ZV DESIGN DATA - Sl'STEIII DESIGNED FOR GARBAGE DISPOSAL IIYDRAULIC LOADING - 6 BEDROOMS X I10GPD/BR = 660.0 GPD DEEP OBSERVATION HOLE 0 1 TANK DESIGN Performed by Robert M. Perry, PM PROVIDE TWO SEPTIC TANKS IN SERIES Tot Dale: March 31, 1999; Witness: Amy Von Bone, Yormouth Health Dept. NI. 200 % X 660 GAL, = 1,320 GAL, - PROVIDE 1500 GALLON SEPTIC TANK, I1-10 02.100% 660 = 660 GAL- PROVIDE 1000 GALLON SEPTIC TANK, 11-10 SAS DESIGN PERCOI.ATION RATE - LESS THAN 5 NirI I,ONC TERN I1V'DRAULIC IA.AD RATE = 0.74 crns.e. t l s = OA9G.Ai./S.F. SIDEW'ALL AREA (2 UNITS)(2)(39'+12.83')(2') = 414.6 S.F. BOTTOM AREA a (2 UNITS) 39'x 12-83'= 1,000.7 S.F. LOADING: (414.6 S.F. + 1000.7 S.F.) 0.493 G AL/S.FJDAY = 697.8GPD TOTAL LEACHING CAPACITY= 697.8 GPD Analioo deptb(in.) borrsee Instars color mottling other 13.5-23.2 0-4 O HEMIC ' 23.2 - T3.0 4 - 6 E loom. toed 10YR Sft Iy2 "Uo�3[;LLer I OTTtOM OF' 23.0-22.8 6.9 A loom. sand IOYRL4 BE 11.4E SAME OSZ. 22.8-21.2 9-28 B loom sand IOYR 5A �pICAL LEACi_-_(_S�STrM CRl�`'�-StGTiON 21.2 - 16.8 28-90 CI sand. loom 2.5Y S'4 potters t. loam 16.8 - I2.5 90-132 Cs loam sand Meaner med. PROVIDE 2 SEPARATE GALLEY- TYPE LEACLEACHINGFNITS EACH CONSISTING OF 4 PRECAST Parent material: Ice Contact Deposit CONCRETE, 500 GALLON, 11-20 LEACHING DRYW'ELLS, END - TO - END, CENTERED IN A 39 FT. Depth to Groundwater. not encountered - LONG X 12.83' WIDE TRENCH, SURROUNDED BY %" TO I Ys" DIAMETER, DOE'BL&NvASIIED STONE. Pert. test dao: Presoaked. Perked 12"-9": 2 min.6 ten; Ii win. 4 sec. SET TO THE SPECIFIED ELEVATIONS, AT THE LOCATION SIIOWN ON INE PLAN. Bottom of percolation teal bole a112 Inches depth PERCOLATION RATE: Len Ann 5 Mrl XAANNOLE s1 COVER-MIN.OIA-Z4" - /75ta7U4NT ui T -m WITE41P, a: Or / FlN{�5}iEp GPJ\pE 1NY.:O•Fx s' Q\OUTi 1 1 KNOaIOIlT'- s�{ thlv.- 20 • 6 7 4:- 0- T3AF FLE LIQUID v•5' OP -3/w" •IO 1 - LEVEL BELOW TANK sI • . e„ a •try s s , : s e \ O\ a Ftorc: ALL Pi TO 6G �P, 4'V.C.TIGHT �LFyT1C I< JOIEIT. cory+ctTy . /�'OQ csA.L LONS PRC CAST :2ClhyFdIZCCD Q7NCRC-Tt Zr .4 Z I GAs ` elevation depth (in.) horizon texture color mottling I other 23.5-23.3 0.3 O HFMIC ' 23.3-23.1 3-5 E nam. aand ION R 5.2 Iy2 "Uo�3[;LLer I OTTtOM OF' 23.1-22.8 6-9 A Ioam. sand ION R 314 BE 11.4E SAME OSZ. 22.8-21.0 9-30 B loam. sand 1n1'R 5•'8 �pICAL LEACi_-_(_S�STrM CRl�`'�-StGTiON 21.2-16.5 28.84 Cs sand. loam 2.51'5A pod.rts s. loam 16.5-12.5 80-132 Ca loam. sand deane� I , -7- Parent Parent material: Ire Contact Deposit - I S 10 Depth to Groundwater, not enrountered 0T!>NQR o P9 S1eD ZO Peer test date See In t N l S T/ G Ie G it -7 P O T$ S W PERCOLATION RATE : I,ss Ihan S MPI SE r- T- 1 C SYST E NA T''120FI LE: I•rtANUQL6 19 COVER -MIN.OIA-24" DtmUGNT Ur TO WITHIN r�'• Or- 2"LATER Fl Nl5NEt7 G{ZlapE A51-4ED STONE STcPP1NG S7'olv4e5,, el'"18C-abbelb !N LAW4V" $LVCSYOnrE a/xOLII /S PC-$- AFMOW• ---- _ __-- /Y o TE S TO N Iii C- S# O V N WILL i wve �c''� - wv.=i9t>> N�'I' 8e Co/vSTiaVC,i�fD V. owTNS s TMC- r I GAS $AF FL 11� LIQUID LEVEL a o` SE TAN It CgryGIT'iYy /O!i 0 Ci'�L LENS - PRCCASti'"i2Gl1yC-012CED Q�NCRETt f9C'z CD 1-1 C3 ..., 17�oo=o1:1oF7] 00 a. 3Te7NC Cl Q Q C:Jn OMOOClE�oaQ El0C1Q C1Fa0 .y e.o•o ' _ �ISTTJI6 VTION T30X ---�- ' 3/,47_ Iy2 "Uo�3[;LLer I OTTtOM OF' I o(= ALL OUTLC-TS TLS BE 11.4E SAME OSZ. USE ROTA-nN(�j WIER- ovrL6TS �pICAL LEACi_-_(_S�STrM CRl�`'�-StGTiON OUTLET PIPC-5 SHALL BE - -coca ScaL6- LEVCL Ta Gz AT Li TWO Pi - 4 _ GL/I/V scF)LE /"= 2d µ I ¢,. .✓UY.ip W..aJ ,av 1 DATES D PLAN OF PROPOS D S URFACE SEWAGE DISPOSAL SYSTEM FOR A PROPOSED SINGLE FAMILY DWELLING SCALE: S NOTFD LOT 42 GREAT ISLAND ROAD • r��f<2 3Es c/s T/ / s DATE: MAY 14,20021 111 YARMOUTH, MASSACHUSETTS AS- Art/� T CAPE COD ENGINEERING, LVC 50 LELAND RD. BREWSTER MA 02631 508-596-4861 - ORAWINci NUMBER