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Home My WebLink About83-1471 - Site PlanT.F. EL 1 12.42' 1207' 23' AT 1.5% 4"SCH40 PVC CONC, COVER TO 6" OF GRADE 9- MIN. COVER OVER S/T. LANDSCAPE TIMBER WALL POURED CONC. 6" GRAVEL & MECH. 1:12 RAMP OVER COMPACTION PIPES (TYP,) T.F EL 14.00t t_,_• 2.49' 12.28 ll 21' AT 1.07 L H-10 TEE:ACME TEE ANK ; LEVEL GAS - R EOUA 8BAFFLE •- MONITORING WELL POURED CONC. 6" GRAVEL & MECH. 1:12 RAMP OVER COMPACTION PIPES (TYP,) T.F EL 14.00t t_,_• 18' AT 1% 4"OSCH80(GREY) PVC 11.84 GRADE RAISED OVER PIPE 6" MIN. COVER 9" MIN. COVER OVER S/T TO S/T 12.11 4' AT 1.0% 4"SCH40 PVC U 6" GRAVEL & MECH. IN FROM KITCHEN SINKS COMPACTION & DISHWASHER ONLY SEE PAVEMENT CROSS SECTION I 9" MIN. COVER Ir c' n n 140N FABRIC OVER STONE 3"0SCH40 PVC � 9" TOTAL OF .75" - 1.5" STONE WITH TITLE 5 ORIFICES DOUBLE WASHED ONLY CONNECT ENDS AND VENT r I r -LL NOT TO SCALE 15' MIN. NEW PAVEMENT OVER LEACHING / BREAKOUT EL. 11.86' SEE PAVEMENT SECTION 11.86 I 1.vv v ,e ",•"" 10.95 -_. INV'S. 11.49 - -- 11 45 3"OSCH40 PVC AT 0.005 FT. /F LEVEL 1ST 2' TITLE 5 ORIFICES IN BOTTOM. H-20 D -BOX ON 12" COMPACTED GRAVEL 4"H-20 F&C SET ON CONCRETE DISK POURED AROUND D -BOX AND PIPES. ACME DBS H-20 OR EQUAL DJ. 2.49' 12.28 El. 21' AT 1.07 - 4"SCH40 PVC 18' AT 1% 4"OSCH80(GREY) PVC 11.84 GRADE RAISED OVER PIPE 6" MIN. COVER 9" MIN. COVER OVER S/T TO S/T 12.11 4' AT 1.0% 4"SCH40 PVC U 6" GRAVEL & MECH. IN FROM KITCHEN SINKS COMPACTION & DISHWASHER ONLY SEE PAVEMENT CROSS SECTION I 9" MIN. COVER Ir c' n n 140N FABRIC OVER STONE 3"0SCH40 PVC � 9" TOTAL OF .75" - 1.5" STONE WITH TITLE 5 ORIFICES DOUBLE WASHED ONLY CONNECT ENDS AND VENT r I r -LL NOT TO SCALE 15' MIN. NEW PAVEMENT OVER LEACHING / BREAKOUT EL. 11.86' SEE PAVEMENT SECTION 11.86 I 1.vv v ,e ",•"" 10.95 -_. INV'S. 11.49 - -- 11 45 3"OSCH40 PVC AT 0.005 FT. /F LEVEL 1ST 2' TITLE 5 ORIFICES IN BOTTOM. H-20 D -BOX ON 12" COMPACTED GRAVEL 4"H-20 F&C SET ON CONCRETE DISK POURED AROUND D -BOX AND PIPES. ACME DBS H-20 OR EQUAL DJ. ER WATER El. 5.64' 1000 GAL H-10 10" GREASE TRAP .TEE 4' LID. LEVEL ACME OR EQUAL 12 WATER EL. 4.1 5 OGre 18' AT 1% 4"OSCH80(GREY) PVC 11.84 GRADE RAISED OVER PIPE 6" MIN. COVER 9" MIN. COVER OVER S/T TO S/T 12.11 4' AT 1.0% 4"SCH40 PVC U 6" GRAVEL & MECH. IN FROM KITCHEN SINKS COMPACTION & DISHWASHER ONLY SEE PAVEMENT CROSS SECTION I 9" MIN. COVER Ir c' n n 140N FABRIC OVER STONE 3"0SCH40 PVC � 9" TOTAL OF .75" - 1.5" STONE WITH TITLE 5 ORIFICES DOUBLE WASHED ONLY CONNECT ENDS AND VENT r I r -LL NOT TO SCALE 15' MIN. NEW PAVEMENT OVER LEACHING / BREAKOUT EL. 11.86' SEE PAVEMENT SECTION 11.86 I 1.vv v ,e ",•"" 10.95 -_. INV'S. 11.49 - -- 11 45 3"OSCH40 PVC AT 0.005 FT. /F LEVEL 1ST 2' TITLE 5 ORIFICES IN BOTTOM. H-20 D -BOX ON 12" COMPACTED GRAVEL 4"H-20 F&C SET ON CONCRETE DISK POURED AROUND D -BOX AND PIPES. ACME DBS H-20 OR EQUAL DJ. ER WATER El. 5.64' �OBSV. WATER EL. 4.1 COMPACT BACKFILL SEE PAVEMENT SECTION I EL. 11,86 TO -11.56 �_� 2" CONNECT ENDS OF PIPES WITH 3" SCH40 PVC AND VENT EXISTING 4' X 3.1' FREESTANDING 18' X 61' LEACHING FIELD BRACE WITH P.T. 4"X4" POST SIGN TO BE DI STAINLESS STEEL STRAP AND SCREEN RESTORED & SEE CROSS SECTION I __I sAZM RE -LETTERED _ 10.64'.' _. REMOVAL MAY VARY AS INV 11.14 yj' 'f1 ,`Is M OF B LAYER VARIES (30"t) 5' CER TO INSPECT REMOVAL 5' SIGN DETAIL ADJ. WATER EL. 5.64' REMOVAL N.T.S. TBM HYDRANT TAG BOLT 111 EL. 16.17 NGVO ONE WAY IN ONE WAY OUT NORTH ROAD O SIGNAGE (TYP.) O (J SECTION \ �w 8 5' REMOVAL REQUIRED 30"t DEEP / /'� qY I �rOU EXISTING GRANITE CURB TO BOTTOM B LAYER .4 8� 1 OVERHEAD ELECTRIC APPROX. SCALE: 1" = 5' HORIZ. & VERTICAL 1" TOPCOAT VE N AT SIDEWALK TYP °°o° -� J 3" INV. EL. 11.45 TO 1 1 .14 4°4°� 0o Qe 6„ o 15 TO 10.64' o°°Oo NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE. THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD29, 4. NOTE THAT CONSTRUCTION OF THE LEACHING SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOIL. UNSUITABLE SOIL SHALL BE REMOVED TO ITS MAXIMUM DEPTH FROM UNDER AND WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). Ili 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 12. STATE OFFICE OF CHILDREN TO APPROVE -DAY CARE AND ISSUE LICENSE, PROP.H-20 8" F&G EL. 10.4 MIRAFl 140E wERva s' PAVED APRON 2'X 2' GRATE (TYP.) FABRIC OVER SEE PAVEMENT CROSS SECTION 4' PEASTONE /CC BERM 12"0 SLOTTED H-20 \ CC ) CORRUGATED HDPE PIPE DRILL (2) 1"o MORTAR ADS N-12 OR EQUAL T,P ` .75"-1.5" DOUBLE EL. 9.7 HOLES ( ) WASHED STONE I 3 EL7.7- J C.B. TRAPS CAP ENDS 2"0 HDPE PIP ELBOWS S.H02a 6.g .. 3yl EL5.7 600 GAL. LEACHPIT TRENCH CROSS SECTION SHOREY OR EOVAL NIS PROPOSED LEACHING TRENCH 2' STONE AROUND PIT (BOTH SIDES) C I mC NOT TO SCALE TYPE IOPW OWNERS ENGINEER TO INSPECT 7p• '83 ( -) - QUOTE ADDITIONAL REMOVAL PRICE GRASS- ISLAND�8 00'• G 2" BINDER BY VOLUME IN CASE REQUIRED \�o / w - ' \ `Q T. EXISTING WATERLINE � / O O O 0 ) i ABANDON �,; EXISTING SIGN pOp pOp-00000 J F ;!. L ___e -- _�. t:�' ! t SEE DETAIL ABOVE PAINT ARROWS AS SHOWN O O O p O n 00 n-`�Jss EXIT ONLY THIS SIDE. D -BO ��- (0- r ASSESSORS MAP 30 PCL 21 8.5" DENSE GRADED CRUSHED STONE / } \ - _ I PLAN REF. PB 257 PG 19 MDPW M2.01.7 VIB. ROLLER COMPACTED 18' 61' LEACHING _ D' \ ro O 92.05 Q DB 1649 PG 69 SEPTIC SYSTEM 12---1 ZONING DISTRICT: 82 (PROPOSED -SYSTEM) o- \ ^ v SAwCUTt p„ W G SETBACKS: 30' FRONT, 25' SIDE, 20' REAR __IMENT CROSS SECTION a9 op /zgT`` PROPOS N0 G S uN MAX BUILDING COVERAGE 257 �1/ SAWCUT EXIST. �cMENT AS REO 12 52 \� as ' S` GRASS AREA MAX IMPERVIOUS COVERAGE: 70% MATCH EXISTING GRADES NOT TO SCALE 4`� / - - I '. 3° C00'RDMA w1IH 20 ^� (EYP.) GROUNDWATER OVERLAY DISTRICT: NONE 1 EXIST. SPRUCE 0J / T GI z �, YAR. WATER DFrf: �� DUFFER Jl FLOODZONE: B & A9 - G/ EXIST. ED E PAVE b tier EXISTING YAR, PANEL 5) a / cA LANDSCAPE S. PLANTERG/T /p, /U2 R o 0 USE: H-11 MISC. RETAIL STORE AROUND S./T & GIT 2� O a)D 00 Oo0 7 TOP OF WALL EL. 14.2' cot 1 A RC y ORSFp PROPOSED USE: P-7 DAY CARE FACILITY ¢ 26 ''RAISE GRA ES9 T?gh // AREPROPIN600 GAL P-1 EDUCATIONAL INSTITUTION PARKING CALCULATIONS: USE: P-7 AS DET. ADEQUATE BY BLDG. INSP. & SPR: 12 EMPLOYEES MAXIMUM + 3 VISITORS = 15 RED, 17 SPACES PROVIDED. (INCL. 1 HCP) NOTE: PUBLIC SCHOOL BUSSES WILL DROP OFF PASSENGERS AT THE FRONT OF THE BUILDING, (PER BUS CO.) LOT SIZE: 62,241 SFt (1.43 AC.f) PROPOSED AREA DRAIN � 1 % ;' X00. 3 c, PAVE/STRIPE ? / 6'X5' H-20 W/ 2' STONE F&G EL. 10.4 % ;' / E (, U4' 11.93 - .,,_/ooa , Q -"\4. H-20 F&G EL.11.5 EXISTING IMPERVIOUS COVERAGE: 16,832 SF =27% PROPOSED STORM WATER '£ �' / TyP 10 M/,1, cQQ 7y pg /SOP PROPOSED INVERTS - CONNECT DOWNSPOUTS WITH PROPOSED IMPERVIOUS COVERAGE: 15,497 SF = 25% J ?' EL. 12.49' & 12.42' f CONNE p PVC S 2% MIN AS SHOWN r _ BUILDING COVERAGE: 3946SF = 6% DRAINAGE TRENCH 3'X3'X56'/ / SIZE p ^ L. /'�J t� i / O RESTRIPE PARKING + ,� - U Q COVER W/ CONC. RAMP / / PAVED APRON AS SHOWN PAVED SWALE TO BASIN // i LOT AS SHOWN )� ,^ AS SHOWN 11 = /........�,/ a� a ,' EXISTING / N �/ _-ZONE A9 \ ! / EX()STING EDGE PAVEMENT 1 7 A BUILDING ' a 6" LOAM &SEED DISTURBED AREAS 11.54 O Q X3946 SF FOOTPRINT (TYP.) UO ' > ? �O �/ `40 1_ "'/ EXISTING LOADING DOCK AND SEE PAVEMENT CROSS SECTION DRAINAGE I nT A L� A T T TT A f To T TC ; 100' OFF BVW r 3 C� N PAVEMENT TO BE REMOVED 8" H-20 FAG El. 11.6 tl 1 � AG L C ALC V LA 1 1 1V wJ � �-� 6" LOAM & SEED AREA, �/\ , PL/+NTIN;S WAT R NEW DOORS & STEPS AS SHOWN ---- DRAINAGE AREA = 3069 SF, 25 YR STORM t _ / 4 ADJUSTING BLOCKS/H-20 RISER RATIONAL METHOD O=CIA = 0.95(4.50)(3069/43560)(448.8)=135 GPM 1 X1.° 1N FRONT OF FENCE GAT / ,'TOP FOUNDATION ,: V` / i J PROP. 600 GAL CAUTION: TOP STRUCTURE 135 GPM/0.7GPM/SF=193 SF REQUIRED O _ 1,,,,� 3 L, �! / ,` /�/ `• GAS LINE EL. 10 3 MORTAR ALL COMPONENTS USE 6'X5' LPIT W/ 2' STONE = 204 SF O.K. // / �\ 0 4 Yy, FIRST- FLP. O H-20 W 2' STONE I 0 _ (TYP.) 1 1 "� EL. 14.Ot AREA DRAIN 2: 6'X� 4 1 CONCRETE COVER 8' DN. '"' Co jf 8 -4 �'-� --EL. 15.21 DRAINAGE AREA = 3120 SF, 25 YR STORM t )�j( TH1 1➢+� ,.- � ._ � - i "' -'<,- - 9 _-.. --- i 3' CRAWLS PACE ! TOP STRUCTURE EL. -103' 77 RATIONAL METHOD F -CIA S 0 EQUI50)(3120/43560)(448.8)=137 GPM O / / I,, `1 \ .-, oo , AND MIN. 140NS 137 GPM/0.7GPM/SF=196 SF REQUIRED / 1 10.76 ti_ -- ?p t.,, 1R6 -- - / ! hh /,, 4'6SCH-40 PVC AT 2% MIN, USE 6'X5' LPIT W/ 2' STONE = 204 SF. O.K. / \ 00 FABRIC OVER STONE -.. I 109a �'S; O / FROM R - 0 _ � 2 ROOF DRAINS o DRAINAGE AREA = 14,027 SF, 25 YR STORM _ 2 J MAP 30 PCL 20 H-20 ARE X. TREELIKET TER MAIN U Q REMOVE FILL & ROOF/PVT = 9027 SF, GRASS 5000 Sf CN=0.74 - ¢ % Q v TERRI L NOYES ° RATIONAL METHOD O=CIA = 0.74(4.50)(14027/43560)(448.8)=481 GPM OLD TOP & SUBSOIL °0 600 GAL. / ) I FOR 5' MIN, -'° ° LEACHPIT 481 GPM/0.7GPM/SF-688 SF REQUIRED / 1 TH2 65PGCF"-� {ABANDON j 'nue ° a 0" CEMENT COVER ONLY USE 56' X 3' X 3' LEACHING TRENCH +PIT= 708 SF O.K. / \ 1U.G I /IQ �` /'" EXISTING PAVEMENT AROUND STONE o °'o'° .°o o ON DRYWELL I<J2 I FUTURE EPFJiS: SIJ ° o , SHOREY OR EQUAL ° o 0 0 Gb O� REPLACE WITH �w./// CLEAN SAND h UTILITY POLE x �'------- f _ EXIST. OR PROP. t 2" BUFFER TREE 5 OGre DRAINAGE MANHOLE C- z z MONITORING WELL OCATCH BASIN •�: 0 ', r (WOODEN FENCE AGAINST PARKING) L / / LIGHT POLE ��<!A'�OQ'� r1 TELEPHONE MH S SOP r r LOCUS / 0� / 8.71 EXIST. ELEV. \ A. �. 3/4" - 1 1/2" DOUBLE WASHED STONE_ EARTH MOUNDS EXISTING CI_EAF:ING O P - _ _. _ _ ._ _ _ _ _. _ __ _ _ _ _... _.. _ __ --- MAP 30 PCL 22 �2 _ / ' THIS AREA''S�%"" _ '�' � TO BE LOAMED &SEEDED --.., I/ '1�� 2' MIN. AROUND PIT WEST YARMOUTH MA HOT LTD. / \� (TO BE CwEAPED AND LEVELED )\\ LOCUS MAP �'` ti,4 /• SCALE I"= 1000' �� D -BO ��- (0- r ASSESSORS MAP 30 PCL 21 8.5" DENSE GRADED CRUSHED STONE / } \ - _ I PLAN REF. PB 257 PG 19 MDPW M2.01.7 VIB. ROLLER COMPACTED 18' 61' LEACHING _ D' \ ro O 92.05 Q DB 1649 PG 69 SEPTIC SYSTEM 12---1 ZONING DISTRICT: 82 (PROPOSED -SYSTEM) o- \ ^ v SAwCUTt p„ W G SETBACKS: 30' FRONT, 25' SIDE, 20' REAR __IMENT CROSS SECTION a9 op /zgT`` PROPOS N0 G S uN MAX BUILDING COVERAGE 257 �1/ SAWCUT EXIST. �cMENT AS REO 12 52 \� as ' S` GRASS AREA MAX IMPERVIOUS COVERAGE: 70% MATCH EXISTING GRADES NOT TO SCALE 4`� / - - I '. 3° C00'RDMA w1IH 20 ^� (EYP.) GROUNDWATER OVERLAY DISTRICT: NONE 1 EXIST. SPRUCE 0J / T GI z �, YAR. WATER DFrf: �� DUFFER Jl FLOODZONE: B & A9 - G/ EXIST. ED E PAVE b tier EXISTING YAR, PANEL 5) a / cA LANDSCAPE S. PLANTERG/T /p, /U2 R o 0 USE: H-11 MISC. RETAIL STORE AROUND S./T & GIT 2� O a)D 00 Oo0 7 TOP OF WALL EL. 14.2' cot 1 A RC y ORSFp PROPOSED USE: P-7 DAY CARE FACILITY ¢ 26 ''RAISE GRA ES9 T?gh // AREPROPIN600 GAL P-1 EDUCATIONAL INSTITUTION PARKING CALCULATIONS: USE: P-7 AS DET. ADEQUATE BY BLDG. INSP. & SPR: 12 EMPLOYEES MAXIMUM + 3 VISITORS = 15 RED, 17 SPACES PROVIDED. (INCL. 1 HCP) NOTE: PUBLIC SCHOOL BUSSES WILL DROP OFF PASSENGERS AT THE FRONT OF THE BUILDING, (PER BUS CO.) LOT SIZE: 62,241 SFt (1.43 AC.f) PROPOSED AREA DRAIN � 1 % ;' X00. 3 c, PAVE/STRIPE ? / 6'X5' H-20 W/ 2' STONE F&G EL. 10.4 % ;' / E (, U4' 11.93 - .,,_/ooa , Q -"\4. H-20 F&G EL.11.5 EXISTING IMPERVIOUS COVERAGE: 16,832 SF =27% PROPOSED STORM WATER '£ �' / TyP 10 M/,1, cQQ 7y pg /SOP PROPOSED INVERTS - CONNECT DOWNSPOUTS WITH PROPOSED IMPERVIOUS COVERAGE: 15,497 SF = 25% J ?' EL. 12.49' & 12.42' f CONNE p PVC S 2% MIN AS SHOWN r _ BUILDING COVERAGE: 3946SF = 6% DRAINAGE TRENCH 3'X3'X56'/ / SIZE p ^ L. /'�J t� i / O RESTRIPE PARKING + ,� - U Q COVER W/ CONC. RAMP / / PAVED APRON AS SHOWN PAVED SWALE TO BASIN // i LOT AS SHOWN )� ,^ AS SHOWN 11 = /........�,/ a� a ,' EXISTING / N �/ _-ZONE A9 \ ! / EX()STING EDGE PAVEMENT 1 7 A BUILDING ' a 6" LOAM &SEED DISTURBED AREAS 11.54 O Q X3946 SF FOOTPRINT (TYP.) UO ' > ? �O �/ `40 1_ "'/ EXISTING LOADING DOCK AND SEE PAVEMENT CROSS SECTION DRAINAGE I nT A L� A T T TT A f To T TC ; 100' OFF BVW r 3 C� N PAVEMENT TO BE REMOVED 8" H-20 FAG El. 11.6 tl 1 � AG L C ALC V LA 1 1 1V wJ � �-� 6" LOAM & SEED AREA, �/\ , PL/+NTIN;S WAT R NEW DOORS & STEPS AS SHOWN ---- DRAINAGE AREA = 3069 SF, 25 YR STORM t _ / 4 ADJUSTING BLOCKS/H-20 RISER RATIONAL METHOD O=CIA = 0.95(4.50)(3069/43560)(448.8)=135 GPM 1 X1.° 1N FRONT OF FENCE GAT / ,'TOP FOUNDATION ,: V` / i J PROP. 600 GAL CAUTION: TOP STRUCTURE 135 GPM/0.7GPM/SF=193 SF REQUIRED O _ 1,,,,� 3 L, �! / ,` /�/ `• GAS LINE EL. 10 3 MORTAR ALL COMPONENTS USE 6'X5' LPIT W/ 2' STONE = 204 SF O.K. // / �\ 0 4 Yy, FIRST- FLP. O H-20 W 2' STONE I 0 _ (TYP.) 1 1 "� EL. 14.Ot AREA DRAIN 2: 6'X� 4 1 CONCRETE COVER 8' DN. '"' Co jf 8 -4 �'-� --EL. 15.21 DRAINAGE AREA = 3120 SF, 25 YR STORM t )�j( TH1 1➢+� ,.- � ._ � - i "' -'<,- - 9 _-.. --- i 3' CRAWLS PACE ! TOP STRUCTURE EL. -103' 77 RATIONAL METHOD F -CIA S 0 EQUI50)(3120/43560)(448.8)=137 GPM O / / I,, `1 \ .-, oo , AND MIN. 140NS 137 GPM/0.7GPM/SF=196 SF REQUIRED / 1 10.76 ti_ -- ?p t.,, 1R6 -- - / ! hh /,, 4'6SCH-40 PVC AT 2% MIN, USE 6'X5' LPIT W/ 2' STONE = 204 SF. O.K. / \ 00 FABRIC OVER STONE -.. I 109a �'S; O / FROM R - 0 _ � 2 ROOF DRAINS o DRAINAGE AREA = 14,027 SF, 25 YR STORM _ 2 J MAP 30 PCL 20 H-20 ARE X. TREELIKET TER MAIN U Q REMOVE FILL & ROOF/PVT = 9027 SF, GRASS 5000 Sf CN=0.74 - ¢ % Q v TERRI L NOYES ° RATIONAL METHOD O=CIA = 0.74(4.50)(14027/43560)(448.8)=481 GPM OLD TOP & SUBSOIL °0 600 GAL. / ) I FOR 5' MIN, -'° ° LEACHPIT 481 GPM/0.7GPM/SF-688 SF REQUIRED / 1 TH2 65PGCF"-� {ABANDON j 'nue ° a 0" CEMENT COVER ONLY USE 56' X 3' X 3' LEACHING TRENCH +PIT= 708 SF O.K. / \ 1U.G I /IQ �` /'" EXISTING PAVEMENT AROUND STONE o °'o'° .°o o ON DRYWELL I<J2 I FUTURE EPFJiS: SIJ ° o , SHOREY OR EQUAL ° o 0 0 Gb O� REPLACE WITH �w./// CLEAN SAND h SYSTEM 1: (EXISTING TITLE 5 SYSTEM) SEPTIC TANK: ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 230.200%= 460GAL, REQ.: USE EXISTING 1000 GAL S/T. 46 PERSONS = 46(5) = 230 GPD LEACHING: USE EXISTING 8' X 4' FLOW DIFFUSER WITH 4' STONE ENDS. 2' SIDES NO GARBAGE DISPOSAL ALLOWED CAPACITY: SIDEWALL (16+8)2(0.96)=46 (2.5) = 115.2 GPD BOTTOM: 16' X 8' =128 SF(1.0) = 128 GPD TOTAL: 243 GPD > 230 GPD O.K. SYSTEM 2: (PROPOSED TITLE 5 SYSTEM) SEPTIC TANK: I ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 505'200%= 1010 GAL. REO. : USE 1500 GAL. H-10 S/T (MIN. ALLOWED) 46 PERSONS (+55 FUTURE) = 101(5) = 505 GPD LEACHING: 505/0,74= 682 SF REO. USE A 18'X 61' LEACHING BED= 1098 SF NO GARBAGE DISPOSAL ALLOWED CAPACITY: 1098 SF (.74 GPD/SF) = 813 GPD > 490 O.K. GREASE TRAP: CONNECT KITCHEN SINKS & DISHWASHER ONLY 147(3GPD)=441 GAL. USE 1000 GAL H-10 GREASE TRAP. 99-009 UTILITY POLE �'------- f _ EXIST. OR PROP. t 2" BUFFER TREE O DRAINAGE MANHOLE C- GUY WIRE MONITORING WELL OCATCH BASIN GAS GATE ', r (WOODEN FENCE AGAINST PARKING) L / / LIGHT POLE Q TELEPHONE MH S SOP WATER GATE / 0� / 8.71 EXIST. ELEV. SYSTEM 1: (EXISTING TITLE 5 SYSTEM) SEPTIC TANK: ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 230.200%= 460GAL, REQ.: USE EXISTING 1000 GAL S/T. 46 PERSONS = 46(5) = 230 GPD LEACHING: USE EXISTING 8' X 4' FLOW DIFFUSER WITH 4' STONE ENDS. 2' SIDES NO GARBAGE DISPOSAL ALLOWED CAPACITY: SIDEWALL (16+8)2(0.96)=46 (2.5) = 115.2 GPD BOTTOM: 16' X 8' =128 SF(1.0) = 128 GPD TOTAL: 243 GPD > 230 GPD O.K. SYSTEM 2: (PROPOSED TITLE 5 SYSTEM) SEPTIC TANK: I ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 505'200%= 1010 GAL. REO. : USE 1500 GAL. H-10 S/T (MIN. ALLOWED) 46 PERSONS (+55 FUTURE) = 101(5) = 505 GPD LEACHING: 505/0,74= 682 SF REO. USE A 18'X 61' LEACHING BED= 1098 SF NO GARBAGE DISPOSAL ALLOWED CAPACITY: 1098 SF (.74 GPD/SF) = 813 GPD > 490 O.K. GREASE TRAP: CONNECT KITCHEN SINKS & DISHWASHER ONLY 147(3GPD)=441 GAL. USE 1000 GAL H-10 GREASE TRAP. 99-009 SEPTIC SYSTEM DESIGN DATA s s�• I Doo „ °2 F l off 508-362-4541 '64 fax 508 362-9880 n ,o down cape engineering, inc. f' CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouthport, ma 02675 MAP 30 PCL 19 6 0" A g„ A 9.. ti � � J ALFRED F. ANTHONY B B 7.48 \ _N5`4 7.43 EL. 8.6 24" EL. 8.6 24" ----- _----- a, / Cl Cl CONTACTS: 6.33 p2 - - Z- m EL 7.6 36" EL. 7.6 \36NOTE: REMOVAL DEPTH MAY VARY ADJUSTED ADJUSTED -- •�- WATER EL. 5.64 1 rTOP PERC 24.GAL POURED WATER EL. 5.64' AS 6 LAYER DEPTH VARIES WITH APPLICANT: CAPE COD CHILD DEVELOPMENT PROGRAM BVW LOCATION i' /" ` V6. _ LJ AT 56" 7 MINUTES - ORIGINAL GROUND SURFACE ATTN: ANNE SCOTT 775-6240 % 2-10-99 FLAGS 1 - 5 i / ' fGEr47, / ADJUSTED 1.54' C2 <2 MIN./IN. S C2 83 PEARL STREET ADJUSTED 1.54' HYANNIS, MA 02601-3937 N1 / V GROUND WATER AT 78" ^�^ / EL. 4.10 - EL, 4.10 - /, 6 #3 /- E'T�NO OWNER: 47 TA GLEWOOD RID. GROU D WATER AT 78" MIW-29 JAN 99 LEVEL 9.2 W. YARMOUTH, MA 02673 ZONE A 2.3' ADJ X(2/3) = 1.54' (SELLING PROPERTY TO CCCDEV,) / PER CONSULT. W/ HEALTH DPT. ENGINEER: DOWN CAPE ENG. INC. 362-4541 EL 0.6 120" EL. 0.6 120" MAP 30 PCL 21 / TEST HOLE LOGS JOHN H. ANNESSI 1.43 AC. t - `1 I _ MAP 30 PCL 18 i rJ PATRICK J. RIDGE � coo os„!e 3/.OS E r O DATE f SITE PLAN. OF LAND IN (WEST) YARMOUTH, MA PREPARED FOR CAPE COD CHILD DEVELOPMENT PROGRAM, INC. 367 ROUTE 28 WEST YARMOUTH, MA 02673 SCALE: 1 "=20' DATE: 3-n8-99 REVISED: 3-27-99 (DRAW WA RLINE, RESERVEPARKING) 20 0 20 40 60 Feet �'------- /' c o: • / ', r (WOODEN FENCE AGAINST PARKING) L / / O PROPOSED FENCE AROUND HVAC UNITS I / 0� / r \ \ EXISTING / ! / D -BOX `1 ! �. 3/4" - 1 1/2" DOUBLE WASHED STONE_ EARTH MOUNDS EXISTING CI_EAF:ING O - _ _. _ _ ._ _ _ _ _. _ __ _ _ _ _... _.. _ __ --- MAP 30 PCL 22 �2 _ / ' THIS AREA''S�%"" _ '�' � TO BE LOAMED &SEEDED --.., I/ '1�� 2' MIN. AROUND PIT WEST YARMOUTH MA HOT LTD. / \� (TO BE CwEAPED AND LEVELED )\\ �'` ti,4 /• �� AREA DRAIN SECTION FLAGSHIP MOTEL l�0 / O O / 1 1.1 EXISTING TITLE 5 1 / NOT TO SCALE SEPTIC SYSTEM ✓ TO REMAIN FLAG Ac° +\ PROPOSED FENCED PLAYGROUND (SYSTEM J! I) / - O T BOUND \\\ 1 5' CHAIN LINK FENCING EXISTING 8'X4'FLOw DIFFUSER W 4 -STONE / FOUND TH2 '`•f �� P ENGINEER: ARNE H. OJALA P.E. PLS ENGINEER: ARNE H. OJALA P.E. PLS t� ` I V � - SILT FENCE AT 36' DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING WETLAND AS SHOWN EXIST. 1000 GAL S/T--' --- 0 BOH: BRUCE MURPHY, RS, CHO BOH. BRUCE MURPHY, RS, CHO p_ ', .D:�F __.,_....- ,.r EXCV. CONST. EXCV. BORTOL2-3-9OTTI CONST. �. _. _.. Op DATE 2-3-99 2 PM 2-3-99 DATE: 2-3-99 2 PM - ❑ 1054 _ Y 2C' ---Yl - A 9" SANDY LOAM OYR3/2 110YR6/8 0-9" A SANDY LOAM 10YR3/2 I \` TRAV' '� :''I - ___ -` ' 9-24" B LOAMY SAND 9-24" B LOAMY SAND 10YR6 8 / 809 `�'�--�- _ STAKE Q_ i10Ot (FILLED ----' -- _ -- "� / `7 24-36" ClC1 MED. SAND 2.SY6/6 36-120" C2 M C SAND 2.5Y 6 4 / / 24-36" C1 MED. SAND 36 120" 2.5Y6/6 %FLAG B ��` ,.... SLOPE - TO F __ _'.- -__-\.O / ^ / n' h" C2 M/C SAND 2.5Y 6 4 / SEPTIC SYSTEM DESIGN DATA s s�• I Doo „ °2 F l off 508-362-4541 '64 fax 508 362-9880 n ,o down cape engineering, inc. f' CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouthport, ma 02675 MAP 30 PCL 19 6 0" A g„ A 9.. ti � � J ALFRED F. ANTHONY B B 7.48 \ _N5`4 7.43 EL. 8.6 24" EL. 8.6 24" ----- _----- a, / Cl Cl CONTACTS: 6.33 p2 - - Z- m EL 7.6 36" EL. 7.6 \36NOTE: REMOVAL DEPTH MAY VARY ADJUSTED ADJUSTED -- •�- WATER EL. 5.64 1 rTOP PERC 24.GAL POURED WATER EL. 5.64' AS 6 LAYER DEPTH VARIES WITH APPLICANT: CAPE COD CHILD DEVELOPMENT PROGRAM BVW LOCATION i' /" ` V6. _ LJ AT 56" 7 MINUTES - ORIGINAL GROUND SURFACE ATTN: ANNE SCOTT 775-6240 % 2-10-99 FLAGS 1 - 5 i / ' fGEr47, / ADJUSTED 1.54' C2 <2 MIN./IN. S C2 83 PEARL STREET ADJUSTED 1.54' HYANNIS, MA 02601-3937 N1 / V GROUND WATER AT 78" ^�^ / EL. 4.10 - EL, 4.10 - /, 6 #3 /- E'T�NO OWNER: 47 TA GLEWOOD RID. GROU D WATER AT 78" MIW-29 JAN 99 LEVEL 9.2 W. YARMOUTH, MA 02673 ZONE A 2.3' ADJ X(2/3) = 1.54' (SELLING PROPERTY TO CCCDEV,) / PER CONSULT. W/ HEALTH DPT. ENGINEER: DOWN CAPE ENG. INC. 362-4541 EL 0.6 120" EL. 0.6 120" MAP 30 PCL 21 / TEST HOLE LOGS JOHN H. ANNESSI 1.43 AC. t - `1 I _ MAP 30 PCL 18 i rJ PATRICK J. RIDGE � coo os„!e 3/.OS E r O DATE f SITE PLAN. OF LAND IN (WEST) YARMOUTH, MA PREPARED FOR CAPE COD CHILD DEVELOPMENT PROGRAM, INC. 367 ROUTE 28 WEST YARMOUTH, MA 02673 SCALE: 1 "=20' DATE: 3-n8-99 REVISED: 3-27-99 (DRAW WA RLINE, RESERVEPARKING) 20 0 20 40 60 Feet