The URL can be used to link to this page

Home My WebLink AboutEngineer PlanFOUNDATION— 10 SEPTIC TANK 27 D' BOX 26' LEACHING Lacus Co!4+ od t 151oed SOC FACIUTY LOCUS MAP SCALE 1"=2000'± *INSTALLER TO CONFIRM LEACH FACILITY ELEVATION PRIOR ASSESSORS MAP 5 PARCEL 12 TO INSTALUNG PROPOSED SEPTIC TANK AND D'BOX, TO CONFIRM GRAVITY FLOW. OWNER OF RECORD CHRISTIAN NOLEN SUSAN DENNY f.8 REFERENCES NOTES t. DATUM IS NAVD LCI 4075P, LOT 101 AREASDUNE RESOURCE SHOWN 2. MUNICIPAL WATER IS NOT AVAILABLE CONSERVATION FILINGSE3-1S PER 9 3. MINIMUM PIPE PITCH TO BE 1/e PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS � } ZONING SUMMARY TO BE AASHO H-10 (STI AND H-20 (0'BOX) ZONING DISTRICT: R 87 DISTRICT � S. PIPE JOINTS TO BE MADE WATERTIGHT. - -,_ - - ._ J � � OPEN SPACE $UBDIVISI$ION 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 {TITLE V.} #� - MIN. FRONT SETBACK 25' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO �� Q MIN. SIDE SETBACK 12' BE USED FOR LOT LINE STAKING OR ANY OTHER Cy PURPOSE. ff 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC. ° �% f NOTES 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED I { j f J �] 1. BUILDINGS ARE WITHIN FLOODZONE AE EL 11 WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. o 11 2. SITE IS WITHIN COASTAL BARRIER RESOURCE AREA 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING % 4 4 3. BUILDINGS DO NOT LIE WITHIN PRIORITY/ESTIMATED DIGSAFE (1-888-344-7233) AND VERIFYING THE �f 1 J f HABITAT LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES a / PRIOR TO COMMENCEMENT OF WORK. n,�I f 4. WETLAND & D DUNE AREAS ORIGINALLY DELINEATED BY HOSLEf tl 5. 8 BEDROOM SEPTIC. SYSTEM INSTALLED 2001, SHOWN AS PER AS -BUILT CARD ON FILE AT HEALTH DEPT. l i NOTE: ELEVATIONS ADJUSTED TO REFLECT CURRENT DATUM. INSTALLER TO CONFIRM EXISTING SEPTIC SYSTEM ELEVATIONS AND ADJUST PROPOSED SEPTIC TANK AND D'BOX ELEVATIONS ACCORDINGLY 6. EXISTING BEDROOM COUNT = 6` O \ C.7 ' PROPOSED BEDROOM COUNT: 8 Q f Q 7. HATCHED AREA IS APPROVED BUILDING ENVELOPE PER CAPE COD COMMISSION 8. ROOF RNTSOMREAEVIA ORYWELLS OR DRIP IES RUN-OFF TO o a v 0 i r 1 i PRI Y NE AREA II ✓� I all �Y" v I w C'1 "�._s-✓ . `"� Ile I`' `r J �/'�(l'``� / ELIC DUN£ AREA D ww , G e J CS l � f, i � � o � � � 0 On v C IS\A TF,�VEGETATED WETLAND � Bo D ` A rev D L, v 6 Cs h D WELD_ r r . v.' t o ` �tw✓`"5 ".,`""�'".�,.-u .l^• \ . '"` V EXISTING r 2000 GAL ST �. PROP. WORK LIMIT I 1 h WOOD WALK `A LINE OF STAKED t ON GRADE 8 ILT fE X Q 3 r• � �'.� � TRANSECT (TYP) q PROXI N m 19 (SEE NOTE ABOVE) �� c" , t 9' D LE' 4. 1 AC 14 L✓,' EXo.2 AR o oI NE a �a 46 a f % 02 Jam'^ CONC. "'i NEW EDGE OF . BOUND �) OR14E FES ^- FOND EN CSIN SMITH'S POINT AD SITE PLAN AT Y b mh per, i. 71 SMITH'S POINT ROAD A :� HE;=Irr, >; WEST YARMOUTH ''$ _ _ f ,.. _1 PREPARED FOR CHRISTIAN NOLEN & SUSAN DENNY"°' ss`��F �a qv %2\DANIEL 4t DA A. "yam N m 0" 566-362-45 0 G r,L,4 fox 508-362-9880 MARCH 25, 2021 10 OPLA s> j{/ CIVIL "IF' downca e.com D s No X0980 \ Mn. 45502 t` F' REV. 4-16-21 (SHOW ADDITIONAL FLOOD ZONES PER CONSCOM APPROVAL) �� a o ,� � �oF�ss o< �E s4,s, ¢ own cage errginaerrnI inr. ON. L e' Scale.1 30' 9x e Civil engineers �. land surveyors -"_._ 9.39 Main Street ( Rte 6A) 0 15 30 45 60 75 FEET "i' YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. JOB #99-257 SYSTEM PROFILE (NOT To SCALE? i1Rsr rL ELEV.. 15.51 ACCESS COVERS TO WITHIN 6' OF FIN. GRADE COYER TO GRADE . \CI 13.0,H-zD .RISER MINIMUM .75' OF COVER PRECAST •:: PRECAST H-10 'SC1440 PJC RISERS CTYP.) _ 4`9rSCk40 PVC .: - PIPES LEVEL IST 2' 2 dNV'S EL. 92 ■ 3' �rDES 12.5' 10, PROPOSED 14+ a^Pa .. _�— .. CRAWLSP {PROP) 11.0' TEE 1500 GAL H-10 TEE sEPRc TURK S' LW. LEVEL GAS $Aii°a°a°a,°,o4 10.75' u oyvaenoo°aa e� a o °°a�pg va°°°°ACME GR EQUAL a a]—a ocao4" ° aoo 4' o y aoo0nu °o,0o0ou00o000 o0 onnnonoonQn4nu EXISTING C9)L. 7. H-20 500 GAL, LEACHING CHAM$ERS OR EQUAL,DEPTH OF FLOW n.. P (NO ALTERATIIINS PROPOSED). TEE SIZES: B" CRUSHED NE OR MECHANICAL. INLET DEPTH = 1Q". COMPACTION. (15.221 (21) OUTLET DEPTH MIN (_R SLOPE) (--Lx SLOPE) (-!-% SLOPE) 1.5' BOTTOM TH-1 ADJ. WATER (TIDALLY INFLUENCED) FOUNDATION— 10 SEPTIC TANK 27 D' BOX 26' LEACHING Lacus Co!4+ od t 151oed SOC FACIUTY LOCUS MAP SCALE 1"=2000'± *INSTALLER TO CONFIRM LEACH FACILITY ELEVATION PRIOR ASSESSORS MAP 5 PARCEL 12 TO INSTALUNG PROPOSED SEPTIC TANK AND D'BOX, TO CONFIRM GRAVITY FLOW. OWNER OF RECORD CHRISTIAN NOLEN SUSAN DENNY f.8 REFERENCES NOTES t. DATUM IS NAVD LCI 4075P, LOT 101 AREASDUNE RESOURCE SHOWN 2. MUNICIPAL WATER IS NOT AVAILABLE CONSERVATION FILINGSE3-1S PER 9 3. MINIMUM PIPE PITCH TO BE 1/e PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS � } ZONING SUMMARY TO BE AASHO H-10 (STI AND H-20 (0'BOX) ZONING DISTRICT: R 87 DISTRICT � S. PIPE JOINTS TO BE MADE WATERTIGHT. - -,_ - - ._ J � � OPEN SPACE $UBDIVISI$ION 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 {TITLE V.} #� - MIN. FRONT SETBACK 25' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO �� Q MIN. SIDE SETBACK 12' BE USED FOR LOT LINE STAKING OR ANY OTHER Cy PURPOSE. ff 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC. ° �% f NOTES 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED I { j f J �] 1. BUILDINGS ARE WITHIN FLOODZONE AE EL 11 WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. o 11 2. SITE IS WITHIN COASTAL BARRIER RESOURCE AREA 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING % 4 4 3. BUILDINGS DO NOT LIE WITHIN PRIORITY/ESTIMATED DIGSAFE (1-888-344-7233) AND VERIFYING THE �f 1 J f HABITAT LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES a / PRIOR TO COMMENCEMENT OF WORK. n,�I f 4. WETLAND & D DUNE AREAS ORIGINALLY DELINEATED BY HOSLEf tl 5. 8 BEDROOM SEPTIC. SYSTEM INSTALLED 2001, SHOWN AS PER AS -BUILT CARD ON FILE AT HEALTH DEPT. l i NOTE: ELEVATIONS ADJUSTED TO REFLECT CURRENT DATUM. INSTALLER TO CONFIRM EXISTING SEPTIC SYSTEM ELEVATIONS AND ADJUST PROPOSED SEPTIC TANK AND D'BOX ELEVATIONS ACCORDINGLY 6. EXISTING BEDROOM COUNT = 6` O \ C.7 ' PROPOSED BEDROOM COUNT: 8 Q f Q 7. HATCHED AREA IS APPROVED BUILDING ENVELOPE PER CAPE COD COMMISSION 8. ROOF RNTSOMREAEVIA ORYWELLS OR DRIP IES RUN-OFF TO o a v 0 i r 1 i PRI Y NE AREA II ✓� I all �Y" v I w C'1 "�._s-✓ . `"� Ile I`' `r J �/'�(l'``� / ELIC DUN£ AREA D ww , G e J CS l � f, i � � o � � � 0 On v C IS\A TF,�VEGETATED WETLAND � Bo D ` A rev D L, v 6 Cs h D WELD_ r r . v.' t o ` �tw✓`"5 ".,`""�'".�,.-u .l^• \ . '"` V EXISTING r 2000 GAL ST �. PROP. WORK LIMIT I 1 h WOOD WALK `A LINE OF STAKED t ON GRADE 8 ILT fE X Q 3 r• � �'.� � TRANSECT (TYP) q PROXI N m 19 (SEE NOTE ABOVE) �� c" , t 9' D LE' 4. 1 AC 14 L✓,' EXo.2 AR o oI NE a �a 46 a f % 02 Jam'^ CONC. "'i NEW EDGE OF . BOUND �) OR14E FES ^- FOND EN CSIN SMITH'S POINT AD SITE PLAN AT Y b mh per, i. 71 SMITH'S POINT ROAD A :� HE;=Irr, >; WEST YARMOUTH ''$ _ _ f ,.. _1 PREPARED FOR CHRISTIAN NOLEN & SUSAN DENNY"°' ss`��F �a qv %2\DANIEL 4t DA A. "yam N m 0" 566-362-45 0 G r,L,4 fox 508-362-9880 MARCH 25, 2021 10 OPLA s> j{/ CIVIL "IF' downca e.com D s No X0980 \ Mn. 45502 t` F' REV. 4-16-21 (SHOW ADDITIONAL FLOOD ZONES PER CONSCOM APPROVAL) �� a o ,� � �oF�ss o< �E s4,s, ¢ own cage errginaerrnI inr. ON. L e' Scale.1 30' 9x e Civil engineers �. land surveyors -"_._ 9.39 Main Street ( Rte 6A) 0 15 30 45 60 75 FEET "i' YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. JOB #99-257