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Home My WebLink About979 Great Island Road Proposed Sewage Disposal System 4\ BENCHMARK: TOP OF 11' C8 CONCRETE BOUND \ FND PLOT PLAN �- ELEV.=18.5 NAVD88 / 1 + SCALE: 1 in. = 30 P. / / 190.83,1 L I 1 LOT AREA: 200,400 SQ.FT.± (4.6 ACRE ±) e� `'o / 22.1 ALL -'""20 f /off {\ 2� WELL 2 r r PIT ! I ► �t ii F F \ / / pu ! I / ;Phe �6 OOAsOM roa : 1 r i Il /Q IL o ;00 FROM / I /�m�.1Al I COASTAL eqk 1\ /./)j� ; BOULDERS /hc) .� 1 1 I i ) \ \ /. 8" PITCH PINE / ` O \ / p / / < \ /( / SNE /) / " / / rW � � I I LOCUS MAI' SCALE: 1 in. = 1500 ft. LO r NOTES: 1. ZONING CLASSIFICATION: RESIDENTIAL R-87 2. PARCEL AREA: LOT 24 = 4.6 ACRES± � { I ^14 / '� I�� ,...- ,.J� �.,� (,./LL ` �+ / CA \ ` I [ r l.,,h/ ift-14 k� PITCH PIN ( / 4 CO 1 Vim/ \ I�JJ /� F J -f ( / a �/ \ \ \ / I t i t J BOULDER TH ESTAIRSG ) 1 o l j ° o PROPOSED FLOOD ZONE "VE EL 15" \ 1 `' { / °� / DWELLING 41 C8 z I / SHONE ON MAP N0. t } ® 4{ 7H T.O.F. 20. Y N + 25001 CO782J V 0 { { #3/4 114 1 I a 4„ 0 I FIND / A ' R Y K r i DATE. JULY 16, 2014 1l G / 14 I I 0 ,fir _1 Y { 10" CEDAR 2 7 ' / 1' ;\ 4" CEOA/ / l LIWORK F {1 I{ !! r L� DEEP TEST HOLE OBSERVATION LOG #i DATE: NOVEMBER 5, 2008 DATE: NOVEMBER 5, 2008 JOB: 979 GREAT ISLAND ROAD PERFORMED BY: ROBERT M. PERRY, P.E. WITNESSED BY: BRUCE MURPHY, YARMOUTH BOH ELEVATION (FT) DEPTH FROM SURFACE (IN) SOIL HORIZON SOIL TEXTURE (USDA) - SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 17.2-14.7 14.7-14.2 143-135 135-10.2 10.2-7.2 0-30 30-36 36-44 44-84 84-120 FILL A 8 C1 C2 LOAMY SAND LOAMY SAND LOAM. SAND MED. SWD 10YR2/2 10YR5/6 P3Y514 10YR7/4 NONE NONE NONE PARENT GEOLOGICAL MATERIAL: GLACIAL OUTWASH PARENT GEOLOGICAL MATERIAL GLACIAL OUIWASH STANDING WATER IN HOLE: NO STANDING WATER IN HOLE: NO WEEPING FROM FACE: NO STANDING WATER IN HOLE: NO DEPTH TO BEDROCK: I DEPTH TO BEDROCK: ESTIMATED SEASONAL HIGH GROUNDWATER AT EL - PERCOLATION TEST: PERCOLATION TEST: PERC TEST AT 67" 12--g- ON 4 MN. 9'-6" IN 6 MIN. RATE a <2MPI I I LOCUS MAI' SCALE: 1 in. = 1500 ft. LO r NOTES: 1. ZONING CLASSIFICATION: RESIDENTIAL R-87 2. PARCEL AREA: LOT 24 = 4.6 ACRES± � { I ^14 / '� I�� ,...- ,.J� �.,� (,./LL ` �+ / CA \ ` I [ r l.,,h/ ift-14 k� PITCH PIN ( / 4 CO 1 Vim/ \ I�JJ /� F J -f ( / a �/ \ \ \ / I t i t J BOULDER TH ESTAIRSG ) 1 o l j ° o PROPOSED FLOOD ZONE "VE EL 15" \ 1 `' { / °� / DWELLING 41 C8 z I / SHONE ON MAP N0. t } ® 4{ 7H T.O.F. 20. Y N + 25001 CO782J V 0 { { #3/4 114 1 I a 4„ 0 I FIND / A ' R Y K r i DATE. JULY 16, 2014 1l G / 14 I I 0 ,fir _1 Y { 10" CEDAR 2 7 ' / 1' ;\ 4" CEOA/ / l LIWORK F {1 I{ !! r L� DEEP TEST HOLE OBSERVATION LOG #2 DATE: NOVEMBER 5, 2008 DATE: NOVEMBER 5, 2008 JOB: 979 GREAT ISLAND .ROAD PERFORMED BY: ROBERT M. PERRY, P.E WITNESSED BY: BRUCE. MURPHY, YARMOUTH BOH ELEVATION (FT) DEPTH FROM SURFACE (IN) SOIL HORIZON SOIL TEXTURE (USDA) iSOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 16.2-15.5 15.5-13.8 13.8-7.9 7.9-5.2 0-9 9-29 29-700 100-132 A 8 C1 C2 LOAMY SAND LOAMY SAND LOAM. SAND MED. SAND 10123/2 10YR4/6 I'10YR6/6 2,5Y7/3 I NONE NONE NONE LOAMY SAND LOAMY SAND LOAM. SAND MED, SWD PARENT GEOLOGICAL MATERIAL: GLACIAL OUTWASH PARENT GEOLOGICAL MATERIA: GLACIAL OUTWASH STANDING WATER IN HOLE: NO WEEPING FROM FACE: NO WEEPING FROM FACE: NO STANDING WATER IN HOLE: NO DEPTH TO BEDROCK: ESTIMATED SEASONAL HIGH GROUNDWATER AT EL. = ESTIMATED SEASONAL HIGH GROUNDWATER AT EL PERCOLATION TEST: PERCOLATION TEST: GROUNDWATER AT EL I I LOCUS MAI' SCALE: 1 in. = 1500 ft. LO r NOTES: 1. ZONING CLASSIFICATION: RESIDENTIAL R-87 2. PARCEL AREA: LOT 24 = 4.6 ACRES± � { I ^14 / '� I�� ,...- ,.J� �.,� (,./LL ` �+ / CA \ ` I [ r l.,,h/ ift-14 k� PITCH PIN ( / 4 CO 1 Vim/ \ I�JJ /� F J -f ( / a �/ \ \ \ / I t i t J BOULDER TH ESTAIRSG ) 1 o l j ° o PROPOSED FLOOD ZONE "VE EL 15" \ 1 `' { / °� / DWELLING 41 C8 z I / SHONE ON MAP N0. t } ® 4{ 7H T.O.F. 20. Y N + 25001 CO782J V 0 { { #3/4 114 1 I a 4„ 0 I FIND / A ' R Y K r i DATE. JULY 16, 2014 1l G / 14 I I 0 ,fir _1 Y { 10" CEDAR 2 7 ' / 1' ;\ 4" CEOA/ / l LIWORK F {1 I{ !! r L� 3. ASSESSORS: LOT 24 = MAP 1, PARCEL 2 4. THE PROPOSED DWELLING AND SEPTIC SYSTEM COMPONENTS AS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP FOR THE TOWN OF YARMOUTH, MA. MAP NUMBER 25001CO782J EFFECTIVE DATE JULY 16, 2014. THE LOCUS PARCEL FALLS PREDOMINENTLY WITHIN FLOOD ZONE "X" AND PARTIALLY WITHIN FLOOD ZONE "VE EL 15". 5. ELEVATIONS REFER TO THE NORTH AMERICAN `1 e� - (Ia 1 0 1 i -{/�6 _ STI a2o.s VERTICAL DATUM OF 1988. SEE BENCHMARK II ON PLAN. iFi12 " OAK / t 'J �/ �• BOULDER / J / S• + (%� J i+ + l / 11 /1 l { l AREA CLEARED L I I + ~ �/ OF UNDER r I Q �1 stoRY r I I W i DEEP TEST HOLE OBSERVATION LOG #3 DATE: NOVEMBER 5, 2008 DATE: NOVEMBER 5, 2008 JOB: 979 GREAT ISLAND .ROAD PERFORMED BY: ROBERT M. PERRY, P.E. WLTNESSED BY: BRUCE MURPHY, YARMOUTH BOH ELEVATION (FT) DEPTH FROM SURFACE (IN) SOIL HORIZON SOIL TEXTURE (USDA) (MUNSELL) SOIL COLORflNONNE SOIL TEXTURE (USDA) OTHER 14.7-73.9 13.9-12.0 12.0 6.7 6.7-4.7 0-9 0-32 32-96 96-120 A B C1 C2 LOAMY SAND LOAMY SAND LOAM, SAND MED. SAND IOYR4/2 t0YR5/6 10YR6/6 2.SY7/3 LOAMY SAND LOAMY SAND LOAM. SAND MED, SWD (GRAVELLY) PARENT GEOLOGICAL MATERIA: GLACIAL OUTWASH (GRAVELLY) STANDING WATER IN HOLE: NO WEEPING FROM FACE: NO STANDING WATER IN HOLE: NO WEEPING FROM FACE: NO DEPTH TO BEDROCK: ESTIMATED SEASONAL HIGH GROUNDWATER AT EL DEPTH TO BEDROCK: PERCOLATION TEST: GROUNDWATER AT EL 3. ASSESSORS: LOT 24 = MAP 1, PARCEL 2 4. THE PROPOSED DWELLING AND SEPTIC SYSTEM COMPONENTS AS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP FOR THE TOWN OF YARMOUTH, MA. MAP NUMBER 25001CO782J EFFECTIVE DATE JULY 16, 2014. THE LOCUS PARCEL FALLS PREDOMINENTLY WITHIN FLOOD ZONE "X" AND PARTIALLY WITHIN FLOOD ZONE "VE EL 15". 5. ELEVATIONS REFER TO THE NORTH AMERICAN `1 e� - (Ia 1 0 1 i -{/�6 _ STI a2o.s VERTICAL DATUM OF 1988. SEE BENCHMARK II ON PLAN. iFi12 " OAK / t 'J �/ �• BOULDER / J / S• + (%� J i+ + l / 11 /1 l { l AREA CLEARED L I I + ~ �/ OF UNDER r I Q �1 stoRY r I I W i 6. FOR REFERENCE SEE - LAND COURT PLAN 4075J, LOT 24 7. EXISTING CONDITIONS INCLUDING TOPOGRAPHY WERE OBTAINED BY FIELD SURVEY DECEMBER, 2013. GENERAL NOTES 1. ELEVATIONS REFER TO NAVD 1988. SEE BENCHMARK ON PLAN. 2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 OF THE MASSACHUSETTS STATE ENVIRONMENTAL CODE AND THE BOARD OF HEALTH REQUIREMENTS FOR THE TOWN OF YARMOUTH. J. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND SCHOFIELD BROTHERS OF CAPE COD. 4. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED ( j 1 / I I I I AT LEAST ONCE PER YEAR. THE TANK SHOULD BE PUMPED WHEN THE / / I •/////�% X16.0 t- / / TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 OF ITS UOUID DEPTH if ---/-- :�; / /f 1 � --'� /� � I %• ) \tee/ l I l OAK `\ is t � 7r• DEEP TEST HOLE OBSERVATION LOG # 1-14 DEEP TEST HOLE OBSERVATION LOG 14 DATE: NOVEMBER 5, 2008 IIIWITNESSED BY: AMY VON HONE, YARMOUTH BOH JOB: 979 GREAT ISLAND ROAD PERFORMED BY: ROBERT M. PERRY, P.E. WITNESSED BY: BRUCE MURPHY, YARMOUTH BOH ELEVATION (FT) DEPTH FROM SURFACE (IN) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 14.7-13.9 13.9-12.0 12,0-6.7 6.7-4.7 0-9 9-32 32-96 96-120 A B C7 C2 LOAMY SAND LOAMY SAND LOAM. SAND MED, SWD IOYR412 TOYR5/6 IOYR6/6 2,5Y7/3 NONE NONE NONE_ (GRAVELLY) PARENT GEOLOGICAL MATERIA$ GLACIAL OUTWASH STANDING WATER IN HOLE: NO WEEPING FROM FACE: NO :INLET OUTLET ' DEPTH TO BEDROCK: ESTIRWTED SEASONAL HIGH GROUNDWATER AT EL PERCOLATION TEST: 6. FOR REFERENCE SEE - LAND COURT PLAN 4075J, LOT 24 7. EXISTING CONDITIONS INCLUDING TOPOGRAPHY WERE OBTAINED BY FIELD SURVEY DECEMBER, 2013. GENERAL NOTES 1. ELEVATIONS REFER TO NAVD 1988. SEE BENCHMARK ON PLAN. 2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 OF THE MASSACHUSETTS STATE ENVIRONMENTAL CODE AND THE BOARD OF HEALTH REQUIREMENTS FOR THE TOWN OF YARMOUTH. J. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND SCHOFIELD BROTHERS OF CAPE COD. 4. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED ( j 1 / I I I I AT LEAST ONCE PER YEAR. THE TANK SHOULD BE PUMPED WHEN THE / / I •/////�% X16.0 t- / / TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 OF ITS UOUID DEPTH if ---/-- :�; / /f 1 � --'� /� � I %• ) \tee/ l I l OAK `\ is t � 7r• DEEP TEST HOLE OBSERVATION LOG # 1-14 DATE: JUNE 5, 2014 JOB: 0-11151 PERFORMED BY: LAURA SCHOFIELD, SE IIIWITNESSED BY: AMY VON HONE, YARMOUTH BOH ELEVATION (FT) DEPTH FROM SURFACE (IN) SOIL HORIZON SOIL TEMPE (USDA) SOIL COLOR (MUNSELL) SOIL MOTIUNG OTHER 15.1-12.6 12.6-8.4 8.4-3.8 0-30 30-80 80-136 nu&B Cf C2 VARIES LOAMY. SAND SAND VARIES IOYR5/8 10YR6/3 - NONE NONE SGP., LOOSE SGR, LOOSE COARSE - MEDIUM PARENT GEOLOGICAL MATERIAL' GLACIAL OUIWASH STANDING WATER IN HOLE: NO WEEPING FROM FACE: NO DEPTH TO BEDROCK: ESTIMATED SEASONAL HIGH GROUNDWATER AT EL - BELOW ELEV. 3.8 PERCOLATION TEST: TOP OF PERC. AT 71" M C1, 24 CAL BELOW 9' IN 13:00 MIN., PERC. RATE<2 Vol 5. SCHCFIELD BROTHERS OF CAPE COD DOES NOT ASSUME RESPONSIBILITY FOR MATERIALS ENCOUNTERED DURING EXCAVATION. 6. ALL UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE EXCAVATED AND REMOVED TO A DISTANCE OF 5 FEET FROM ALL SIDES OF THE SOIL ABSORPTION SYSTEM (S.A.S) AND TO A DEPTH AT WHICH THE Ci HORIZON IS ENCOUNTERED. BACKFILL WITH CLEAN SAND MATERIAL MEETING TITLE 5 SPECIFICATIONS TO APPROX. ELEVATION 12x1. CONTACT SCHOFIELD BROTHERS IF ANY DOUBT OR QUESTIONS ARISE REGARDING SOIL QUALITY. 7. INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHERS FOR EXCAVATION INSPECTION AND PRIOR TO BACKFlLUNG FOR SYSTEM CERTIFICATION. 8. PROPOSED BUILDING SEWER INVERTS SHALL BE VERIFIED IN FIELD PRIOR TO COMPONENT INSTALLATION. CONTACT SCHOFIELD BROTHERS IF SIGNIFICANT DISCREPANCIES EXIST. 9. SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL TO BE STOCKPILED AND REUSED AT OWNERS OPTION. RE -SPREAD OVER 1 DISTURBED AREAS TO .PROMOTE OPTIMAL GROWTH. r r ( ( 10. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE it li M / f \ \ i ' ` ` a x._.,.,,,._ -RESERVE LEACHING AREA. 'I Yarmouth Health Department � 11. ALL SEPTIC SYSTEM COMPONENTS ARE DESIGNED FOR A MINIMUM H-20 I, (BOILDER LOADING. ANY COMPONENT THAT WILL BE SUBJECT TO VEHICLE OR / 1 J // /'ai • , OTHER HEAVY EQUIPMENT TRAFFIC SHALL BE INSTALLED WITH H-20 LOADING CAPACITY. - / '�{ �..,,, -� ` ' I UVJ• ��" `�- -- ^•"- 12. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL h \ i 'arae D2tC VERIFY ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 13. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED LEACHING AREA , 1, EXCEPT THOSE THAT ARE SHOWN - INC ( f A VARIANCE IS REQUESTED FROM THE YARMOUTHBOAR( (3.7)O FOUNDATION OF DWELOF HEALTH LINGS SHALL FOLLOWS: SHALLNOT BE LESS THAN 2 FEET ABOVE THE HIGHEST POINT OF THE ROAD jo AFFRONTING EACH LOT. ( /� •�J �( ; THE HIGH POINT IN THE ROAD IS EL 20.7, APPROXIMATLY 180 FEET NORTH EAST OF THE PROPOSED BUILDING. THE PROPOSED TOP OF THE `� h2 ) FOUNDATION ELEVATION IS 20.41. FINISHED GRADING 15 f �o Q 1t TO SLOPE AWAY FROM THE BUILDING FOR A DISTANCE / /fo Jy ,0 Im ) OF TEN FEET, MINIMUM. THE SITE TOPOGRAPHY SLOPES ///X) % Q / / 4 / DOWNWARD TO THE WEST FROM THE PROPOSED DWELLING AND AWAY FROM THE ROAD. •'��/ - ROBERJOHN T 4� // ! H 0 15 30 60 120 FEET FREEMAN A H \ / // /. �� /i)-. `// I /O No. 32655 1� Y'''1bFE45L0�PyOR' Il/ II�/ t IMPROVE OF lI 2 \ s ayp sMR� ¢ 0 5 10 20 METERS MEN /� \ DESIGN CALCULATIONS 1. ESTIMATED HYDRAULIC LOADING: 8 BEDROOMS AT 110 GPD PER BEDROOM = 880 GPD GARBAGE GRINDER IS NOT ALLOWED WITH THIS DESIGN 2. SEPTIC TANK SIZE: AVERAGE DAILY FLOW = 880 GPD X 2 DAYS 1760 GALLONS SEPTIC TANK PROVIDED = 2000 GALLONS 3. DESIGN PERCOLATION RATE � LESS THAN 2 MINUTES PER INCH SOIL TEXTURE LOAMY SAND, CLASS 1 310 CMR 15.242 EFFLUENT LOADING RATE = 0.74 GPD/SF 4. LEACHING AREA: TOTAL SIDEWALI_ AREA PROVIDED = 331.2 SF X 0.74 GPD/SF 43.1 GPD TOTAL BOTTOM AREA PROVIDED = 896.0 SF X 6.74 GPD/SF X60.0 GPD MAXIMUM ALLOWABLE LOADING UNDER TITLE 5 = 908.1 GPD ACTUAL HYDRAULIC LOADING = 880 GPD (SEE 1.) DESIGNED LEACHING AREA EXCE S L HING AREA REQUIRED UNDER BOTH TITLE 5 AND THE TOWN OF YARMOUTH BOARD OF HEALTH REGULATIONS 5. NITROGEN SENSITIVE AREA LOADING CALCULATION: %• SCALE TYPICAL LOT SIZE REQUIRED = 880 GPD X, 10000 SF/110 GPD = 80,000 SF / -,, .- \ PROFILE OF SYSTEM - NO LLEACHING TRENCH CROSS SECTION - NO SCALE LOT SIZE PROVIDED = 200400 SF / - l/ ! •i 5( y1 l / 9 PROVIDE 20" MIN. DIA WATERTIGHT ACCESS MANHOLE AND 2" LAYER OF FG= 18x1 PROVIDE 18" MIN. DfA. WATERTIGHT 3" MIN: - COVER CONSTRUCTED OF DURABLE MATERIAL BROUGHT TO 1/8" - 3/8" ACCESS MANHOLE AND COVER AIR SPACE WITHIN 6' OF FINISHED GRADE DOUBLE WASHED CONSTRUCTED OF DURABLE MATERIAL 17.28 �( i \ .. BROUGHT TO WITHIN 6" OF FINISHED �I 16x61 STONE / '.. � __ KIK w 11 /.5.0 _ DG 14x8 - GRADE FOR ONE CHAMBER 2% MIN GRADE OVER PROPOSED SEWAGE DISPOSAL SYSTEM EFW' I -Yr FG 15x4 MAX), 13x4 (MIN) FOR: A PROPOSED 4 BEDROOM DWELLING AND -/�/ �.,..�' \ \\ ` ,•\ I Ir •,\ \ \ INV = 'li1" "I .fell L z ; \ \� \\ I 3- CW. B _13.�a FIND \ \ \ t 25' _t3_ -49__I :zCLEAN BREAK FUTURE 2 BEDROOM GUESTHOUSE INV. > BACKFILL OUT AT: 979 GREAT ISLAND ROAD 12.22 _ INV. _ _11_62 1NV. = 11 F62 N EL, = YARMOUTH, MASSACHUSETTS 12;1 _ ASSESSOR'S MAP: 1 PARCEL: 2 APPLICANT: WILHELM M. MERCK & TEL. NO.: •• • O ❑ � ❑ ❑ o rpao 0 0000po ❑ C7 ❑ ❑ O 0 ❑ ❑ ❑ O C7 D C7 M E CK INV _ _12.39 ._.. 6" °dc�j° C7 O ❑ O O oo�o 0 3/4" 1.5 �PoDo C7 O E3 0 ❑ E3 ❑ ❑ C7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ °O�°� JOAN BRADY YR h o' o�M DOUBLE WASHED o dog o� a 1032 BAY ROAD o o�q �o STONE oq�°oo�o oj7oo°a SOUTH HAMILTON, MA 01982 # o s' of trg oD ❑ ❑ ❑ ❑ ❑ go oD 4 C7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ C7 ❑ ❑ ❑ ❑ O ❑ ❑ o JOB 0-11151 aoeELow o$ 34.5'_ o(po°Q ° � ❑ ❑ D d $oo�000 °,�o S000 O ED E3 O 0 E7 C7 � ❑ E3 L3 E= 0 ❑ O O �)oa�po DESIGNED BY: MAX DATE: AUGUST 18, 2014 DISTRIBUTION BOX (H-20) I 1' I __ 80TTOM M4S REV: SEPTEMBER. 2, 2014 LAS h INVERT ELEVATIONS OF ALL 4 14.8 -{�- 4 �F f 8.5 ' 1 OF SYST. S4� DRAWN BY: t 4 p'Y oa o �o o a o,°,o�po OUTLETS9TOUBTHE SAME 700' EL. - or SCHOFELD yGN SEPTEMBER 8, 2014- LAS/RJF STONE opo Do odo 0000agp 0 goo D$p Do 12.8' No. 1120 LAS/RJF 00 q9_62_ A. CHECKED 8Y: { } BELOW TANK SEPTIC TANK (H-20) aaooiToO UNUSED OUTLETS SHALL BE G SCHOFIELD BROTHERS OF CAPE COD CAPACITY = 2000 GALLONS USE (8) SHOREY PRECAST ~ i _ PLUGGED WITH HYDRAULIC CEMENT 9 c PRECAST REINFORCED CONCRETE 500 GALLON LEACHING DRYWELLS (H-20) S.A.S CONSISTS OF EIGHT (8) 1021 X 58" W X 24" EFFECTIVE DEPTH LEACHING DRYWELLS, PLACED END TO END INA SANT AR ENGINEERING -SURVEYING -PERMITTING �` \\x_16 - :' i OUTLET PiPES SHALL BE LEVEL OR APPROVED EQUAL / T P.O. 60X',101, 161 CRANBERRY HIGHWAY ORLEANS, MA 111 NOTE: ALL PIPE TO BE 4" DIAM. PVC TIGHT JOINT SCH. 40 FOR AT LEAST TWO FEE! 70.0' L X 12.8 W TRENCH WITH 3 4" - 1.5" DOUBLE WASHED S10NE SURROUNDING SET TO ELEVATIONS SHOWN. 508 255-2098 v I - 6"MIN. 6" MIN. o 04 2„MIN. 5, 3"MAX. 4" GAS BAF FLE FLOW LINE :INLET OUTLET ' _t3_ -49__I :zCLEAN BREAK FUTURE 2 BEDROOM GUESTHOUSE INV. > BACKFILL OUT AT: 979 GREAT ISLAND ROAD 12.22 _ INV. _ _11_62 1NV. = 11 F62 N EL, = YARMOUTH, MASSACHUSETTS 12;1 _ ASSESSOR'S MAP: 1 PARCEL: 2 APPLICANT: WILHELM M. MERCK & TEL. NO.: •• • O ❑ � ❑ ❑ o rpao 0 0000po ❑ C7 ❑ ❑ O 0 ❑ ❑ ❑ O C7 D C7 M E CK INV _ _12.39 ._.. 6" °dc�j° C7 O ❑ O O oo�o 0 3/4" 1.5 �PoDo C7 O E3 0 ❑ E3 ❑ ❑ C7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ °O�°� JOAN BRADY YR h o' o�M DOUBLE WASHED o dog o� a 1032 BAY ROAD o o�q �o STONE oq�°oo�o oj7oo°a SOUTH HAMILTON, MA 01982 # o s' of trg oD ❑ ❑ ❑ ❑ ❑ go oD 4 C7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ C7 ❑ ❑ ❑ ❑ O ❑ ❑ o JOB 0-11151 aoeELow o$ 34.5'_ o(po°Q ° � ❑ ❑ D d $oo�000 °,�o S000 O ED E3 O 0 E7 C7 � ❑ E3 L3 E= 0 ❑ O O �)oa�po DESIGNED BY: MAX DATE: AUGUST 18, 2014 DISTRIBUTION BOX (H-20) I 1' I __ 80TTOM M4S REV: SEPTEMBER. 2, 2014 LAS h INVERT ELEVATIONS OF ALL 4 14.8 -{�- 4 �F f 8.5 ' 1 OF SYST. S4� DRAWN BY: t 4 p'Y oa o �o o a o,°,o�po OUTLETS9TOUBTHE SAME 700' EL. - or SCHOFELD yGN SEPTEMBER 8, 2014- LAS/RJF STONE opo Do odo 0000agp 0 goo D$p Do 12.8' No. 1120 LAS/RJF 00 q9_62_ A. CHECKED 8Y: { } BELOW TANK SEPTIC TANK (H-20) aaooiToO UNUSED OUTLETS SHALL BE G SCHOFIELD BROTHERS OF CAPE COD CAPACITY = 2000 GALLONS USE (8) SHOREY PRECAST ~ i _ PLUGGED WITH HYDRAULIC CEMENT 9 c PRECAST REINFORCED CONCRETE 500 GALLON LEACHING DRYWELLS (H-20) S.A.S CONSISTS OF EIGHT (8) 1021 X 58" W X 24" EFFECTIVE DEPTH LEACHING DRYWELLS, PLACED END TO END INA SANT AR ENGINEERING -SURVEYING -PERMITTING �` \\x_16 - :' i OUTLET PiPES SHALL BE LEVEL OR APPROVED EQUAL / T P.O. 60X',101, 161 CRANBERRY HIGHWAY ORLEANS, MA 111 NOTE: ALL PIPE TO BE 4" DIAM. PVC TIGHT JOINT SCH. 40 FOR AT LEAST TWO FEE! 70.0' L X 12.8 W TRENCH WITH 3 4" - 1.5" DOUBLE WASHED S10NE SURROUNDING SET TO ELEVATIONS SHOWN. 508 255-2098 v I -