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HomeMy WebLinkAbout1 Channel Point Dr 1SYS'TEIVl . rAyr llin I, ITEST HOLE Lt�GS TOP FNDN. AT EL. _9.5' (Nor To SCALE) j ACCESS COVER TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORT WITHIN ARNE H. OJALA, PE .. 6' OF FINISH GRADE ACCESS COVER (WATERTIGHT) TO ENGINEER: O MINIMUM .75' OF COVER OVER PRECAST WITHIN 6 zzz9.25 " OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM r DAVID FLAHERTY, RS WITNESS: =7.09'1 *2" DOUBLE WASHED PEASTONE MIN 0.75' DATE: 4/27/05 f cb RUN PIPE LEVEL FOR FIRST 2'8.5'COVER PERC. RATE _ < 2 MIN/INCH 6.25'±* PROPOSED1500 v GALLON SEPTIC 5.22' o , �o CLASS I SOILS 7 5.47 TANK (H i- 10) GAS �La TEE $.1 Jr 8.08 WATERPROOF BAFFLE a� 8.32' `:""`> 80 0.58 c� 0 �o o� 7.5r 1 ELEV. (-2-% SLOPE) 6" CRUSHED STONE OR MECHANICAL0" 8.3' ' COMPACTION. (15.221 [21) DEPTH OF FLOW = rr rr SI�� 1 SLOPE) { 1 sLoP 3/4 TO 1 1 /2 DOUBLE WASHED STONE FILL IZES: IZES: I 27 , INLET DEPTH 10 I 14" OUTLET DEPTH = A r LS PUMP LEACHING '' 9,47 46 GRE N 8HO 19.12 9.45 POOL 9.4 7 2 13 9.45 .45' 9.51f 9.80 .46 9.•20 CONC. 63 `.ir; L,17 APRON 4 _ g 9,12 915 / 9l8 9;04 T 0 i 9 ,8 ` 2ND ST. DECK 6 0 I ti off 548-362-4541 fax 508 362-9884 F rn 11 cape engineering; .inc. CIVIL ENGINJuERS " LAND SURVEYORS main st. yarmouth, ma 102675 ry � � I � 1_oltl BR PLANTED r t AREA �81� invert out OF 1 CHANNEL POINT DRIVE 49 AS o, *6.3LOAM i METER BENCHMARK A IN THE TOWN OF: COR LANDING X6.31 EL, 925. 02 ELEv - s,s' LOT 104 , E�:as' YARMOUTH SFt(WEST) 20,107 `�' ,/ , WOVEN GEOII^XTILE FABRIC � •t i 9.23 2 P�� ,' (MIRAFI) USED As TIEBACK a fi PREPARED FOR: STEPHEN P . H A YE S 'x.07 : PT 1 ' 6 BULLNOSE DECKING a.. .+7.24. WITH MIRAFI ATTACHED BY 3 SCREWS rErpC/iy /--1 �� AT 16";CENTERS STAGGERED SPIKES _ • `s' F 40 MIL. • .,tib r 20 O 20 40 60 1 POLY BARRIER R, r PLANTED 6.93 6.66 SECTION VIEW -'�::p r . •. 9 STONE `� {!c7,45AREA r 6" x 6' P.T. LANDSCAPE TIE KNEE WALL 18" HIGH 6" DEEP ,05 8,83 DRIVE/ '�.�, �� ,%,, NOT TO SCALE SCALE: 1rr 20' DATE: MAY 10, 2005 PARKING 9130 . r►, `V x.76 ELE6 ,� - 84 \� REV 10/13/05 (5 BR) METER 8,57 ' 35 �I57,76 AVED �{ /` `� APR O ,/ OF ZH CFII �,SYi trigs / L �S .28 ,� Q, �o`� ARNE H y�� ARNE ©fi H,, IVfLL OJALA cn 7,31 i.08 No. 30792 Yo, 26348 t 7,22 /� Q BOARD OF HEALTH �0 4S' 715 : �S G, SU U '� 1 is P �> ELEC RISER APPROVED DATE TEL RISER os ,' AR E H. OJALA, P.E., P.L.S. ATE FOUNDATION 35' SEPTIC TANK 25' 43' D' BOX 12 FACILITY ' 530" 10YR 3 2 / FOUNDATION 39' CHAMBER ASSESSORS MAP 14 PARCEL 21 B VARIANCE REQUESTED UNDER 15.211: REDUCTION IN I I L5 T 15' ACK SA O C LLAR WALL 20' 0 SETS S T E r ) { 8.5' II EINSTALLER SHALL VERIFY THE ALARM AND CONTROL PANEL I' I' r 48 10YR 3 4 431 TO BE INSTALLED INSIDE 'ATIONS OF ALL'', UTILITIES AND ALL - -DING SEWER OUTLETS AND ELEVATIONS �UILDWG. ALARM TO BE ON INV. IN 4.97JONRESERVE --- USE ADJ. WATER AT ELEV. 2.5 i C LEGEND aR TO INSTALLING ANY PORTION OF SEPARATE CIRCUIT FROM PUMP 1500 GAL. H-10 S 2 PRESSURE LINE " TIDALLY INFLUENCED TIC SYSTEM 700 GAL:+ SLOPE TO DRAIN BACK TO PC 100.0 PROPOSED SPOT ELEVATION ALARM FLOAT SWITCH '; WEEP HOLE SETTINGS: PUMP ON _ s CHECK VALVE MS 100x0 EXISTING SPOT ELEVATION 4.4" WORKING RANGE MYE RS SRM 4 PROVIDE VtNT WITH CHARCOAL A FILTER AND BUGSCREEN (FINAL PLACEMENT WITH PUMP OFF 4.4 12" SUBMERSIBLEMODEL 4/10 HP PUMP ,I, SYSTEM (OR EQUAL) I „ 72 OBS WATER 2.3 1 Q0 PROPOSED CONTOUR HOMEOWNER' CONSULTATION) �"8g ea000cso �ae>cxa c�aoo oaoo 2.5Y 6/6 100 EXISTING CONTOUR ' PUMP CHAMBER: 5' REMOVAL OF UNSUITABLE SOIL79 ` •'`, 102 -0.20 REQUIRED AROUND PERIMETER OF (NOT TO SCALA --""- NOTES: E. LEACHING FACILITY,: DOWN TO 7.28 7'18, WATERPROOF SUITABLE SOIL LAYER. REPLACE �. WITH CLE AN MED. SAND. 7, 7,03 i' NGVD 1. DATUM IS JSE CAUTION IN AREA z OF 3 SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 2. MUNICIPAL WATER IS EXISTING 'ASLINE, RE --ROUTE AS a PROP. LANDSCAPE TIE RETAINING WALL (AROUND 3 SIDES OF SAS, As SHOWN). DESIGN FLOW: _5_ BEDROOMS (!JD --GPD) -GPD � _ 3. MINIMUM PIPE PITCH TO BE 1/$ PER FOOT, JECESSARY .15 1 7.64 �.\` TOP AT ELEv. 8.5'. sEE DETAIL BELOW. .550 USE A 550 `GpD DESIGN FLOW( _ _ 4. DESIGN LOADING FOR ALL PRECAST UNITS 0 BE AAS HO H- 10 `58.5 7 Y�� 29 9,3� SEPTIC TANK: 550 GPD ( 2) = 1100 5. PIPE JOINTS TO BE MADE WATERTIGHT. 7.9z 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 0 L X6.66 USE A 1500 GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. ® + , 040 22 LEACHING: 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT �b + .53 8.5 `� z 8.28 z r� 3 I '� � / �'� ( 2 88 �` / ll T 82 + 7.83 .58 7 4 ( � ( TO USED FOR ANY OTHER PURPOSE. BE E ;HMARK: USE oF';POOL AT O' .:r r*� " 8,52 �. ` ���� Oq - i SIDES. - 88 � ,� J _' x 7.83 (.74) 509 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9.5' 8. 4n 6 .,\ �� BOTTOM: _'II ,gNglrs \ r' �� 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 9 66 TOTAL: !� S.F. 591 D GP INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED -1-8,49 , 9 / 9,0 invert out \ USE 12 STANDARD INFILTRATORS 1N CONFIGURATION SHOWN FROM BOARD OF HEALTH. r 6.25'± ' '• 10. PUMP&I REMOVE OR FILL W CLEAN SAND) EXISTING SEPTIC SYSTEM ) WITH 2.5 AT SIDES �'k6,30 AND 3.25. AT ENDS NOTE: UNKNOWN LOCATION 44 + ,88 9 , ; �/ / DECK 8.45 � 1 11. INSTALLER TO CONFIRM ADEQUACY OF ELECTRICAL SYSTEM 9.07 ---159 2 o "'I- l 3 {� % '� 6,25 - I FOR PUMP INSTALLATION 9 �1 EXISTING .1'0 9. / �' - - • f � i\ � I �� �� 12. CAL PERM) 7 REQUIRED ELECTRICAL §,13 .44 " 48 9�3 TOP FNDNNG 9.5' 9 98 ss7 ;, -K6.82 \N r `CpN I '' 9,47 46 GRE N 8HO 19.12 9.45 POOL 9.4 7 2 13 9.45 .45' 9.51f 9.80 .46 9.•20 CONC. 63 `.ir; L,17 APRON 4 _ g 9,12 915 / 9l8 9;04 T 0 i 9 ,8 ` 2ND ST. DECK 6 0 I ti off 548-362-4541 fax 508 362-9884 F rn 11 cape engineering; .inc. CIVIL ENGINJuERS " LAND SURVEYORS main st. yarmouth, ma 102675 ry � � I � 1_oltl BR PLANTED r t AREA �81� invert out OF 1 CHANNEL POINT DRIVE 49 AS o, *6.3LOAM i METER BENCHMARK A IN THE TOWN OF: COR LANDING X6.31 EL, 925. 02 ELEv - s,s' LOT 104 , E�:as' YARMOUTH SFt(WEST) 20,107 `�' ,/ , WOVEN GEOII^XTILE FABRIC � •t i 9.23 2 P�� ,' (MIRAFI) USED As TIEBACK a fi PREPARED FOR: STEPHEN P . H A YE S 'x.07 : PT 1 ' 6 BULLNOSE DECKING a.. .+7.24. WITH MIRAFI ATTACHED BY 3 SCREWS rErpC/iy /--1 �� AT 16";CENTERS STAGGERED SPIKES _ • `s' F 40 MIL. • .,tib r 20 O 20 40 60 1 POLY BARRIER R, r PLANTED 6.93 6.66 SECTION VIEW -'�::p r . •. 9 STONE `� {!c7,45AREA r 6" x 6' P.T. LANDSCAPE TIE KNEE WALL 18" HIGH 6" DEEP ,05 8,83 DRIVE/ '�.�, �� ,%,, NOT TO SCALE SCALE: 1rr 20' DATE: MAY 10, 2005 PARKING 9130 . r►, `V x.76 ELE6 ,� - 84 \� REV 10/13/05 (5 BR) METER 8,57 ' 35 �I57,76 AVED �{ /` `� APR O ,/ OF ZH CFII �,SYi trigs / L �S .28 ,� Q, �o`� ARNE H y�� ARNE ©fi H,, IVfLL OJALA cn 7,31 i.08 No. 30792 Yo, 26348 t 7,22 /� Q BOARD OF HEALTH �0 4S' 715 : �S G, SU U '� 1 is P �> ELEC RISER APPROVED DATE TEL RISER os ,' AR E H. OJALA, P.E., P.L.S. ATE