The URL can be used to link to this page

Home My WebLink About349 Route 28 Sewage Disposal System DesignSOIL TEST PIT DATA. PERI C. _ INDICATES INDICATES OBSERVED -__- ESTIMATED TEST GROUND WATER SEASONAL HIGH GROUND WATER TEST PIT TP -1 GRD. EL. 12.1 GW. EL 4.8 r" 51 121 DATE: 11-19-03 TEST BY: THE BSC GROUP, INC. WITNESSED BY: DAVE FLAHERTY TEST PIT TP -2 GRD. EL. 12.7 GW. EL. 4.9 0"-17=77 �- 32" 94 SOIL EVALUATOR DATE: SOIL EVALUATOR CRAIG FIELD 11-19-03 CRAIG FIELD TEST BY: SOIL CLASS: THE BSC GROUP, INC. CLASS I WITNESSED BY: DAVE FLAHERTY L.T.A.R. PERC. RATE: 0.74 G•P.D./SQ.FT, <- MIN./INCH DISTRIBUTION BOX DETAIL: NOT TO SCALE NO. OF OUTLETS: 9 RAISE M.H W/ 18" DIA C.I. HEAVY DUTY MANHOLE SEWER BRICK COVER BROUGHT To FINISH GRADE do MORTAR l REMOVABLE4 3" WALLS NOTES' COVER 1 1• DIST. BOX AND MANHOLE COVER TO 4• WITHSTAND H-20 LOADING. T2. FIRST TWO FEET OF PIPE OUT OF DIST. T BOX TO BE LAID LEVEL 8" T 3. RECOMMENDED MANUFACTURER-ROTONDO 6" 9-5" OUTLETS L 8" LEl OR APPROVED EQUAL - A; 4. CONSTRUCTION SHALL BE WATERTIGHT. e� ae ae ae " "eG YbeA a n 5. RAISE MANHOLES TO FINISH GRADE WITH SEWER BRICK AND MORTAR. FULL OUTER 6" MIN. 3/4" TO 1 1/2" MORTAR PARGE TO PROVIDE WATER TIGHT CROSS-SECTION CRUSHED STONE ON SEAL• COMPACTED, LEVEL AND 6 FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 8. 18" DIA. M.H. CAST INTO COVER 30 1/2" PRECA DIST. BOX TRUE TO GRADE STABLE BASE ? DAVID J. CRISPIN � t CIVIL No.32112 PLAN VIEW LEACHING FIELD D 4" PVC 3:1 MAXIMU 171 6" ETAIL: NOT TO SCALE 36" MAX COVER VENT BIT. PAVEMENT FINISHED GRADE VENT ENDS .=4' -MF 4TMVC=0.0= e,\L 45• BENDS i'f� b� �� •°°f�9°%a,R'frb�4°1'f 4�u� 6" DEPTH 28' LEVEL BOTTOM ' PROFILE 36" MAX. - 12" MIN. COVER 2% MIN. FINISH GRADE BIT. PAVEMENT r 1_ I g' I 6 T^ 3/4" TO 1-1/2" DOUBLE WASHED STONE (NO FINES), „ , t DATUM: 2" MIN. OF 1/8" TO 1/2' WASHED STONE VERTICAL DATUM: N.G.V.D. 1929 BENCH MARK USED: HYDRANT FLANGE BOLT CLOSEST TO THE STREET, ELEVATION 14.62 VARIANCES REQUESTED: TOWN OF YARMOUTH TOP OF FOUNDATION IS 0.7' ABOVE HIGH POINT IN ROAD IN LIEU OF 2' REQUIRED. PROFILE: NOT TO SCALE: a :: MANHOLE COVERS AS REQUIRED (BRING TO FINISH GRADE) NOTE: ADD 18" Cl HEAVY DUTY FRAME AND COVER ON D. BOX, BRING TO FINISH GRADE 4" PVC SCH 40 2,500 GALLON PRECAST CONCRETE SEPTIC TANK =C/9 OUTLET DIST. BOX I=D PROPOSED LEACHING FIELD 0 I N HIGH WATER EL -I J -V 1=H H-20 2500 GAL SEPTIC TANK NOT TO SCALE: 3-24" DIA C.I. HEAVY DUTY MANHOLE TEE TO BE UNDERCOVERS BROUGHT TO FINISH GRADE M.H. OPENING_F90 MIN. S36_ MAX;) s 6'-0" 5,_0" 7'-0" a PLAN VIEW A�l 6" MIN. 3/4" TO 1 1/2" CRUSHED STONE ON COMPACTED, LEVEL AND TRUE TO GRADE STABLE BASE <.' NORMAL WATER r 12" < 4• 3"7 OUTLET lwLEj 4" INLET TEE :g4'-3" 0 !=' LIQUID LEVEL e. O- BOTTOM ON LEVEL STABLE BASE b a v CROSS-SECTION VIEW 4W"%� p90' BEND ON OUTLET TEE FOR GAS CONTROL NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK TO WITHSTAND H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. INLET AND OUTLET TEES TO BE CAST IRON, SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVERS. 6. RECOMMENDED MANUFACTURER-ROTONDO OR APPROVED EQUAL. INVERT ELEVATIONS: ROUTE �° FINISHED FIRST FLOOR 16.60 1p ROPOSED 2" HDPE WATER ROUTE 2 ERVICE To TIE IN To FINISHED TOP OF FOUNDATION 15.60 F XISTING TOWN WATER MAIN HIGH POINT (STATE HIGHWAY - VARIABLE WIDTH) IN ROAD A. 4" INVERT AT BUILDING 13.77 ppB PROPOSED 20 / VALVEROPOST BOX URB STOP ELEV 14.9 B. 4" INVERT AT SEPTIC TANK (IN) 13.53 BENCHMARK: HYDRANT C. 4" INVERT AT SEPTIC TANK (OUT) 13.28 FLANGE BOLT CLOSEST TO ++ THE STREET ELEVATION 14.62_ D D DExIRSBnNOGUT D D D. 4 INVERT AT DIST. BOX (IN) 13.08 D D EXISTING CBD D D D (NGVD 1929 GRANITE CURBE. 4" INVERT AT DIST. BOX (OUT) 12.91 RIM=11.5A / _'- \S 70.28'00' E 265.55' nn'214.9l'13 i S INVERTS AT LEACHING FACILITY: INCE � � � (o f� 20' (TYP) 1 - ��ONF°� PROPO�D VJIT „ k,{�;?o�o a 4 INVERT AT BEGINNING EXISTING CB a o UPL aF o 15xs F. OF LEACHING TRENCH 12.74 4 (EXISTING CB _11x2-1) 13x1 ' 4" INVERT AT END RlM=10.8 D _ t x G. OF LEACHING TRENCH 12.60 �f. \ 1z7 15x5 I �+ . 1 ELEVATION AT BOTTOM 1 H. OF LEACHING BED 1 REPAVE ENTRY !y 13x4 'v 12.10 w/ 1/2" OVERLAY axssv ESTIMATED GROUNDWATER x Si § ' MATCH EX. GRADE dliI_ 1sx �� #1 X13 > ,1 1 - ELEVATION 7.10 x I 12.1- 6x5 1� •� rr'`` IEM T 121 ' D. BOX 0 OUAET �- - Wlw 4' CAST IRON MANHOLE COVER =-a- ,2x7 PROPOSED 2 -STORY t 4 t 13 x0 OFFICE BUILDING 15x i SLID ) FF V= 1s.6 \4 2• DESIGN CRITERIA: 1 x13x2 4 \ I I 1 1 3 DESIGN FLOW: o M x $DFlEo� 9,792 S.F. ®75 GAL/1000 S.F.= 734 GAL O \ \ No.38039 C POOL �O� \\ °o �� o �� 4" PVC VENT PIPE °° M N _ 1 �� REQUIRED SEPTIC TANK: O N V)'.3 13x2 4x5 sx7 14x a 734 GAL x 200% = 1,468 GAL. Z 13x8 _ SEPTIC TANK PROVIDED: _ X 500 -GAL. I PERVIOUS SOe FF 1k PAVERS 9' UFR �9g 19 13x2 13x4 �OtiF SIZE OF LEACHING FACILITY REQUIRED: MATCH X. GRADE/ oyo .. i '6 CONC. % ' �x 73x8 1 \ 13x DESIGN PERC. RATE: 2 G.P.D/S.F. PAD I ya / i-- '� pNE 6 ,3x6 �! cc LONG TERM APPL. RATE 0.74 MIN./ INCH �tieti19 �opD Z �E ,1 13x8 734 GAL/0.74 GPD/S. F.= 992 S.F. �! +�� PNK ZO E P 13 _ 13x0 M PROPOSED LIMIT OF CLEARING 13 -1pP O4 - ` 4 13 1 % /i'pwPG �/ /� SIZE OF LEACHING FACILITY PROVIDED: HAYBAND SILT FENCE ALES �//pPs P�f1 / / / A �2 Q �3 1 6Gr / ja # 5 UNI -LOCK PERVOUS 1C�•i�� s a N To <FR USE (2) 28 x24LEACHING FIELDS 3,2501 S.F. ACCESS A ,ECj PAVERS (TYP.) �, 3 ?0 2 FIELDS x (28'x24')= 1,344 S.F. PROVIDED UTILITY EASEMENT p % 'BVW #16 �,` 7 tiF 992 S.F. REQUIRED BVW #14 • `AREA OF B� #77V `� PROPOSED 6'H - � � N COASTAL BANK FENCE \ \ PROVIDE 4-28 LONG PERFORATED PIPES pm j � �. A BVw#18 AL 0--j-J IN EACH LEACH FIELD /-+0 14� / I ( 1 //�b � WETLANDS , \ �r 9 12x9 t 35' NOFER Il PPAVE S LOCUS PLAN: NO SCALE I I1 ^ '� (BVW 113 \ V I /�AWL RYW #19 PARCEL "B-2" m `. 54,426tS.F. UPLAND \ PROPOSED LIMIT OF CLEARING I I] _ /f/ 22,710±-S.F. VIETLAND , PROPOSED HAYBALES p, I . 77,136tS.F. TOTAL ' N/F so AND SILT FENCE P I / w 1.77±ACRES TOTAL ' YARMOUTH RESORT, LLC. ASSESSORS MAP 30 C:3 BVW #12 PORTION OF PARCEL 22 \yo 0 �. BVW #20 A,- L O� Z \ / \ A � BVW #22 BVW #23 �I N �/BVW #21 BVW \� #„ AIL AL AL 00 LOCUS VIEW LOCUS CB I l PLAN V (E W 1 NOT TO SCALE q i SCALE: 1" = 20 FEETAL BVW 24 J & BVW #10 A` 0 10 20 40 FAL 1 1 REVISIONS 15'-0" r GENERAL NOTES: PRECAST SEPTIC TANK 6" WALL = o = CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 14'-0' MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL 130ARD OF HEALTH REGULATIONS, 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER s 6'-0" 5,_0" 7'-0" a PLAN VIEW A�l 6" MIN. 3/4" TO 1 1/2" CRUSHED STONE ON COMPACTED, LEVEL AND TRUE TO GRADE STABLE BASE <.' NORMAL WATER r 12" < 4• 3"7 OUTLET lwLEj 4" INLET TEE :g4'-3" 0 !=' LIQUID LEVEL e. O- BOTTOM ON LEVEL STABLE BASE b a v CROSS-SECTION VIEW 4W"%� p90' BEND ON OUTLET TEE FOR GAS CONTROL NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK TO WITHSTAND H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. INLET AND OUTLET TEES TO BE CAST IRON, SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVERS. 6. RECOMMENDED MANUFACTURER-ROTONDO OR APPROVED EQUAL. INVERT ELEVATIONS: ROUTE �° FINISHED FIRST FLOOR 16.60 1p ROPOSED 2" HDPE WATER ROUTE 2 ERVICE To TIE IN To FINISHED TOP OF FOUNDATION 15.60 F XISTING TOWN WATER MAIN HIGH POINT (STATE HIGHWAY - VARIABLE WIDTH) IN ROAD A. 4" INVERT AT BUILDING 13.77 ppB PROPOSED 20 / VALVEROPOST BOX URB STOP ELEV 14.9 B. 4" INVERT AT SEPTIC TANK (IN) 13.53 BENCHMARK: HYDRANT C. 4" INVERT AT SEPTIC TANK (OUT) 13.28 FLANGE BOLT CLOSEST TO ++ THE STREET ELEVATION 14.62_ D D DExIRSBnNOGUT D D D. 4 INVERT AT DIST. BOX (IN) 13.08 D D EXISTING CBD D D D (NGVD 1929 GRANITE CURBE. 4" INVERT AT DIST. BOX (OUT) 12.91 RIM=11.5A / _'- \S 70.28'00' E 265.55' nn'214.9l'13 i S INVERTS AT LEACHING FACILITY: INCE � � � (o f� 20' (TYP) 1 - ��ONF°� PROPO�D VJIT „ k,{�;?o�o a 4 INVERT AT BEGINNING EXISTING CB a o UPL aF o 15xs F. OF LEACHING TRENCH 12.74 4 (EXISTING CB _11x2-1) 13x1 ' 4" INVERT AT END RlM=10.8 D _ t x G. OF LEACHING TRENCH 12.60 �f. \ 1z7 15x5 I �+ . 1 ELEVATION AT BOTTOM 1 H. OF LEACHING BED 1 REPAVE ENTRY !y 13x4 'v 12.10 w/ 1/2" OVERLAY axssv ESTIMATED GROUNDWATER x Si § ' MATCH EX. GRADE dliI_ 1sx �� #1 X13 > ,1 1 - ELEVATION 7.10 x I 12.1- 6x5 1� •� rr'`` IEM T 121 ' D. BOX 0 OUAET �- - Wlw 4' CAST IRON MANHOLE COVER =-a- ,2x7 PROPOSED 2 -STORY t 4 t 13 x0 OFFICE BUILDING 15x i SLID ) FF V= 1s.6 \4 2• DESIGN CRITERIA: 1 x13x2 4 \ I I 1 1 3 DESIGN FLOW: o M x $DFlEo� 9,792 S.F. ®75 GAL/1000 S.F.= 734 GAL O \ \ No.38039 C POOL �O� \\ °o �� o �� 4" PVC VENT PIPE °° M N _ 1 �� REQUIRED SEPTIC TANK: O N V)'.3 13x2 4x5 sx7 14x a 734 GAL x 200% = 1,468 GAL. Z 13x8 _ SEPTIC TANK PROVIDED: _ X 500 -GAL. I PERVIOUS SOe FF 1k PAVERS 9' UFR �9g 19 13x2 13x4 �OtiF SIZE OF LEACHING FACILITY REQUIRED: MATCH X. GRADE/ oyo .. i '6 CONC. % ' �x 73x8 1 \ 13x DESIGN PERC. RATE: 2 G.P.D/S.F. PAD I ya / i-- '� pNE 6 ,3x6 �! cc LONG TERM APPL. RATE 0.74 MIN./ INCH �tieti19 �opD Z �E ,1 13x8 734 GAL/0.74 GPD/S. F.= 992 S.F. �! +�� PNK ZO E P 13 _ 13x0 M PROPOSED LIMIT OF CLEARING 13 -1pP O4 - ` 4 13 1 % /i'pwPG �/ /� SIZE OF LEACHING FACILITY PROVIDED: HAYBAND SILT FENCE ALES �//pPs P�f1 / / / A �2 Q �3 1 6Gr / ja # 5 UNI -LOCK PERVOUS 1C�•i�� s a N To <FR USE (2) 28 x24LEACHING FIELDS 3,2501 S.F. ACCESS A ,ECj PAVERS (TYP.) �, 3 ?0 2 FIELDS x (28'x24')= 1,344 S.F. PROVIDED UTILITY EASEMENT p % 'BVW #16 �,` 7 tiF 992 S.F. REQUIRED BVW #14 • `AREA OF B� #77V `� PROPOSED 6'H - � � N COASTAL BANK FENCE \ \ PROVIDE 4-28 LONG PERFORATED PIPES pm j � �. A BVw#18 AL 0--j-J IN EACH LEACH FIELD /-+0 14� / I ( 1 //�b � WETLANDS , \ �r 9 12x9 t 35' NOFER Il PPAVE S LOCUS PLAN: NO SCALE I I1 ^ '� (BVW 113 \ V I /�AWL RYW #19 PARCEL "B-2" m `. 54,426tS.F. UPLAND \ PROPOSED LIMIT OF CLEARING I I] _ /f/ 22,710±-S.F. VIETLAND , PROPOSED HAYBALES p, I . 77,136tS.F. TOTAL ' N/F so AND SILT FENCE P I / w 1.77±ACRES TOTAL ' YARMOUTH RESORT, LLC. ASSESSORS MAP 30 C:3 BVW #12 PORTION OF PARCEL 22 \yo 0 �. BVW #20 A,- L O� Z \ / \ A � BVW #22 BVW #23 �I N �/BVW #21 BVW \� #„ AIL AL AL 00 LOCUS VIEW LOCUS CB I l PLAN V (E W 1 NOT TO SCALE q i SCALE: 1" = 20 FEETAL BVW 24 J & BVW #10 A` 0 10 20 40 FAL 1 1 REVISIONS NO. DATE DESCRIPTION r GENERAL NOTES: PRECAST SEPTIC TANK 6" WALL = o = CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. s 6'-0" 5,_0" 7'-0" a PLAN VIEW A�l 6" MIN. 3/4" TO 1 1/2" CRUSHED STONE ON COMPACTED, LEVEL AND TRUE TO GRADE STABLE BASE <.' NORMAL WATER r 12" < 4• 3"7 OUTLET lwLEj 4" INLET TEE :g4'-3" 0 !=' LIQUID LEVEL e. O- BOTTOM ON LEVEL STABLE BASE b a v CROSS-SECTION VIEW 4W"%� p90' BEND ON OUTLET TEE FOR GAS CONTROL NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK TO WITHSTAND H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. INLET AND OUTLET TEES TO BE CAST IRON, SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVERS. 6. RECOMMENDED MANUFACTURER-ROTONDO OR APPROVED EQUAL. INVERT ELEVATIONS: ROUTE �° FINISHED FIRST FLOOR 16.60 1p ROPOSED 2" HDPE WATER ROUTE 2 ERVICE To TIE IN To FINISHED TOP OF FOUNDATION 15.60 F XISTING TOWN WATER MAIN HIGH POINT (STATE HIGHWAY - VARIABLE WIDTH) IN ROAD A. 4" INVERT AT BUILDING 13.77 ppB PROPOSED 20 / VALVEROPOST BOX URB STOP ELEV 14.9 B. 4" INVERT AT SEPTIC TANK (IN) 13.53 BENCHMARK: HYDRANT C. 4" INVERT AT SEPTIC TANK (OUT) 13.28 FLANGE BOLT CLOSEST TO ++ THE STREET ELEVATION 14.62_ D D DExIRSBnNOGUT D D D. 4 INVERT AT DIST. BOX (IN) 13.08 D D EXISTING CBD D D D (NGVD 1929 GRANITE CURBE. 4" INVERT AT DIST. BOX (OUT) 12.91 RIM=11.5A / _'- \S 70.28'00' E 265.55' nn'214.9l'13 i S INVERTS AT LEACHING FACILITY: INCE � � � (o f� 20' (TYP) 1 - ��ONF°� PROPO�D VJIT „ k,{�;?o�o a 4 INVERT AT BEGINNING EXISTING CB a o UPL aF o 15xs F. OF LEACHING TRENCH 12.74 4 (EXISTING CB _11x2-1) 13x1 ' 4" INVERT AT END RlM=10.8 D _ t x G. OF LEACHING TRENCH 12.60 �f. \ 1z7 15x5 I �+ . 1 ELEVATION AT BOTTOM 1 H. OF LEACHING BED 1 REPAVE ENTRY !y 13x4 'v 12.10 w/ 1/2" OVERLAY axssv ESTIMATED GROUNDWATER x Si § ' MATCH EX. GRADE dliI_ 1sx �� #1 X13 > ,1 1 - ELEVATION 7.10 x I 12.1- 6x5 1� •� rr'`` IEM T 121 ' D. BOX 0 OUAET �- - Wlw 4' CAST IRON MANHOLE COVER =-a- ,2x7 PROPOSED 2 -STORY t 4 t 13 x0 OFFICE BUILDING 15x i SLID ) FF V= 1s.6 \4 2• DESIGN CRITERIA: 1 x13x2 4 \ I I 1 1 3 DESIGN FLOW: o M x $DFlEo� 9,792 S.F. ®75 GAL/1000 S.F.= 734 GAL O \ \ No.38039 C POOL �O� \\ °o �� o �� 4" PVC VENT PIPE °° M N _ 1 �� REQUIRED SEPTIC TANK: O N V)'.3 13x2 4x5 sx7 14x a 734 GAL x 200% = 1,468 GAL. Z 13x8 _ SEPTIC TANK PROVIDED: _ X 500 -GAL. I PERVIOUS SOe FF 1k PAVERS 9' UFR �9g 19 13x2 13x4 �OtiF SIZE OF LEACHING FACILITY REQUIRED: MATCH X. GRADE/ oyo .. i '6 CONC. % ' �x 73x8 1 \ 13x DESIGN PERC. RATE: 2 G.P.D/S.F. PAD I ya / i-- '� pNE 6 ,3x6 �! cc LONG TERM APPL. RATE 0.74 MIN./ INCH �tieti19 �opD Z �E ,1 13x8 734 GAL/0.74 GPD/S. F.= 992 S.F. �! +�� PNK ZO E P 13 _ 13x0 M PROPOSED LIMIT OF CLEARING 13 -1pP O4 - ` 4 13 1 % /i'pwPG �/ /� SIZE OF LEACHING FACILITY PROVIDED: HAYBAND SILT FENCE ALES �//pPs P�f1 / / / A �2 Q �3 1 6Gr / ja # 5 UNI -LOCK PERVOUS 1C�•i�� s a N To <FR USE (2) 28 x24LEACHING FIELDS 3,2501 S.F. ACCESS A ,ECj PAVERS (TYP.) �, 3 ?0 2 FIELDS x (28'x24')= 1,344 S.F. PROVIDED UTILITY EASEMENT p % 'BVW #16 �,` 7 tiF 992 S.F. REQUIRED BVW #14 • `AREA OF B� #77V `� PROPOSED 6'H - � � N COASTAL BANK FENCE \ \ PROVIDE 4-28 LONG PERFORATED PIPES pm j � �. A BVw#18 AL 0--j-J IN EACH LEACH FIELD /-+0 14� / I ( 1 //�b � WETLANDS , \ �r 9 12x9 t 35' NOFER Il PPAVE S LOCUS PLAN: NO SCALE I I1 ^ '� (BVW 113 \ V I /�AWL RYW #19 PARCEL "B-2" m `. 54,426tS.F. UPLAND \ PROPOSED LIMIT OF CLEARING I I] _ /f/ 22,710±-S.F. VIETLAND , PROPOSED HAYBALES p, I . 77,136tS.F. TOTAL ' N/F so AND SILT FENCE P I / w 1.77±ACRES TOTAL ' YARMOUTH RESORT, LLC. ASSESSORS MAP 30 C:3 BVW #12 PORTION OF PARCEL 22 \yo 0 �. BVW #20 A,- L O� Z \ / \ A � BVW #22 BVW #23 �I N �/BVW #21 BVW \� #„ AIL AL AL 00 LOCUS VIEW LOCUS CB I l PLAN V (E W 1 NOT TO SCALE q i SCALE: 1" = 20 FEETAL BVW 24 J & BVW #10 A` 0 10 20 40 FAL 1 1 REVISIONS NO. DATE DESCRIPTION r GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL 130ARD OF HEALTH REGULATIONS, 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL 6. REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: 10% (MAX) BY WT. SHALL PASS No. 50 SIEVE <10 % OF No. 4 SIEVE SHALL PASS No. 100 <5 % OF No. 4 SIEVE SHALL PASS No. 200 UNIFORMITY COEFFICIENT O No. 4 SIEVE </=6.0 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- STRUCTION ACTIVITY WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 AT TEL 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. & THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE LEACHING FAC CITY. BSC Gi\i..! ' V 1 657 Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 PROJECT -TITLE: tMA(CIE ®9SSAL SYSTE if DESIGN #343 MARN STREE` ROUTE 28 YARMOUTH, MA PREPARED FOR: JACK HYNES C/O THE IRISH VILLAGE 512 MAIN STREET (ROUTE 28) W. YARMOUTH, MA 02673 DATE: DECEMBER 2, 2004 COMP. DESIGN: J. REARDON CHECK: D. CRISPIN DRAWN: J. REARDON FIELD: DS/BC FILE NO. 8364-SEP.DWG DWG NO. 5385-d03o SHEET 1 of i JOB N0. 4-8364