The URL can be used to link to this page

Home My WebLink AboutApp# 3-A108.. .�. ..-r. atr ..�,.�, .�.ennn nsa.rgas �r,-w-. rse-..... a vw. ..:_.,!r.�ry .»�..J .... ..r�..�».m-m ..i{ y �,a .a>,��wvu.w+v.�...nr. -� x�..+�,pu Pr,... %s V:..'YY T" ..�.. <�F,u rJAr.. w.4 '2',t"' vtK�+. `rt'<'^�emYag?iceF K"'^X3�'s �s1^£Fiw m£wn' f%rt M.Y.!�'v.°4'^' �m?�r?Y 1.nvnww�.. rv+F'R+V .+ecT.�^'iv� �� .. � �'9i ... .nip f _ �� (.�,' w,e �-., e -4e -ter. v+, _ e. �. � .. .. r _ .. � .: .. � . . _ .. x '. .:. a .. .. .. r -i, , ''ACCESS COVER (WATERTIGHT) 2' DOUBLE WASHED PEASTDNE ACCESS COVER WITHIN 6' TO FIN. GRADE WITHIN 6' TD FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM ,5 MAX EL71.5t EL.70* MINIMUH .75' OF COVER OVER PRECAST EL.65.281 3' MAX. OT ALLOWED) RUN PIPE LEVEL SEPCESIGN D(GARBAGE DISPOSER IS N TI FOR FIRST 2' NUMBER OF BEDROOMS: 4 1,500 PROPOSED EL.63S DESIGN FLOW: 4 BR x 110 G/D/BR 440 C/D USE A 330 G/P REQU GALLON SEPTIC CURED DESIGN FLOW H-10 SFPTIC TANK: TANK <H- 10 > GAg3�7 0o EL.63.08 oo 440 O/D (2) = 880 G/D 0000 FL13V LINE o USE PROPOSED 1,500 GALLON SEPTIC TANK BAFFLE EL.63.25 0 16' L £A HINGE 0 3.5' 2 SIDES SIDE AREA: 2' x Z' x (12.83'+33') 183.3 SF 6' CRUSHED STONE OR MECHANICAL 3.5 8 ' 8 SIDES 10 3' 8 ENDS EL.62.17 BOTTOM AREA: 12.83' x 33' 423.4 SF L- COMPACTION. (15.221 121) 3' ENDS = DEPTH OF FLOW = 4' +BTTSIDES: 183.3 SF H-20 14, OOM 423.4 SF REQUIRED TEE SIZES 14' g�� TOTAL: 606.7 SF INLET DEPTH = 10' MIN. BELOW FLOW LINE g 000"25 L.61.0 _ PROPOSED CAPACITY: 606.7 SF x 0.74 G/D/SF = 449 G/D O.K. OUTLET DEPTH = 14' MIN. BELOW THE FLOW LINE ASEPTIC SYSTEM SI DEGNATA D ('/ MIN. SLOPE) (7. MIN. SLOPE) 3/4' TO 1 1/2' DOUBLE WASHED STONE 4' LEACHING FACILITY 4.0' (� MIN. SLOPE) D' BOX It 6.5' FOUNDATION 18' SEPTIC TANK 31' BOTTOM nL.57. 0 1 SYSTEM PROFILE SEE SOI(NOT TO SCALE THI EL.54.5 SEE SOIL LOGS I -+5� tib o 1 !, \666.14 / j I 1 1 \ (n +89.4 / / j / / / / / l / l l / \ E .h 7787-37'23 / I I \�- l / // / �/ / / / / / /� / 11 54.2 _-__ __` � / C) I r 1 ----- I+87.fo / / / / / 1161ss/�A)n RFOVI /` o �` (O I j -5` PIT I I ! - 0 Il 1 +e .o ! 1 / / / „/W J , Ill 1- 0 \639 - PROPOSED I 0) 1 / / / / / S 87%37 23 x 63.0 /i /+77. 422.Sf 1 I 1 f g I I X161.01 �-X 62.0 DRIVEWAY II I (t, BOULDER/ o � / / // � N 87'37 23 E �E12.2 P 6POSED / / 1 1 TAINING/WALL / / i I 9 11 +85.6-40 moi SETBAC00 K / I 1 +85.6 I / \y^D 5 1 \� - - - - / 63.5 I J I +19,3 'T LOT .4 1 A+f72.2 \ - -_- - - +63.9 II 49,092 s.f. / 1�Ly 1 4 5 -/ 1 �' J I p I Q N +l ! (D I 1.13'CC. I (� /JPROPOSED i 1 . y. /6 PROPOSED J I I n - .6 J p,. DRIVEWAY J I SOIL ABSORPTION SYSTEM - J J 1 a6. 4 HIGH CAPACITY INFILTRATORS H-20 I I p I \ ! ) , ��a IVP �5. �i 1' WITH 5' OF STONE ALONG THE SIDES, 621 I OI Z 1 4' OF STONE AT THE ENDS r, O' C) 9 1 33. AND 14 OF�LtjE BELOW. / w \ \4186.1 / / o / �> 1 13.1' 1 LOT 5 / / 1 1 1 \ 1�f r JJ / \ G Al ' t4 /0�0/PROgOSE9 3 JI W 40,661 S.f. / M BE"DyLUNG > 1 PROPOSED 0.93 OC. / I' I p +83.1 i // ! 1 r I O -BOX / I ro I z /}71.8 I I + 1-63.0 w I f0 I J \ (v 11 // //� I J R l l \ / I I \ p ( / 1 / /-1' f��> / >2 �� J \ +63.4 0 \ ,j' >� �� \ \ +61.3 ` / pn Ij raFnicHM RKc 1 82 T 31.2' \\ \ \ \ \) IJ RO STAKE & TACK II X800 -I --- I fI POSED1 EL.80.94 T 500 GALLON 80 - SEPTIC TANK \ +6\3. 1I ! ! I 1 '- (I I II SPLIT STONE -I782.1 7 .6 f67.0 I 1 + FOUND Y I PROPOSED I I I I �°I 1 x I / I .RETAINING WAL / I / °0 JU ) X65.9< \ 1 f ! TETHOLE LOGS �9 CID I 1 NOT T❑ SCALE -8[- 67.7 N I 81.9' v n n oO r \ 2468 \ \ I 1 I +61.1 / I I +58.3 +76.2 I 7[6.8 I I I \ \ \ 1 I +76.8 I / �- ----- �/ 40'J7�\ \\ +65.2 S 6-4 i-------- �\ I i 1 I I 11-1-97.5 I toff. 508-362-4541 fox 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. Yarmouth, ma 02675 �Z0 157.00\ \�/ --_ +76.4 1 H'78.0 , 0 1 +72.0 TNPCHER +72.4 - +71.0 NSF JOSHUA O "�N SITE PLAN SCALE: 1"=30' LEGEND A\& WATER SHUTOFF VALVE TO BE LOCATED _ EXISTING WATER LINE !. PROPOSED LOCATION I °Oo GAS SHUT OFF VALVE TO BE LOCATED rHP ORT EXISTING GAS LINE - 7- TO BE LOCATED 1 EXISTING PHONE LINE LOCUS TO BE LOCATED MID CAPE Q EXIT l EXISTING ELECTRIC LINE 7 / HIGHWAy _ RT.6 ' TO BE LOCATED EXISTING CABLE T.V. LINE TO BE LOCATED EXISTING CONTOUR FRONT - 30 ft. SIDE/REAR - 20 ft. *TO BE CONFIRMED BY BUILDING COMMISSIONER 4 OWNER OF RECORD ROOERT CHILDS 154 SOUTH STREET SOUTH YARMOUTH, MA 02664 DEED 8K. 4128 PC. PLAN BK. 246 PG. 1106 NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE• THE EXCAVATING H MAY LE . CONTRACTOR SHALL MAKE THE REOUIRED 72 HOUR NOTIFICATION TO DIG SAFE EQUIPMENT IN 7THE )CONSTRUCT COANY NSTRUCTIONER AREAIFITIES WHICH MAY HAVE OR VERIFWHIICATION OF LHAVEOCATBIONSPIPE OR 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-HIO. 5. THIS PLAN 15 FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S). 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION DDTAINED FROM BOARD OF HEALTH. 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 10. PIPE JOINTS TO BE MADE WATERTIGHT. DEPTH (In.) THI ELEVATION SOIL CLASS: I (SANDS, LOAMY SANDS) LOCUS MAP + 70.6 EXISTING SPOT GRADE SCALE V - 2000' -��- PROPOSED CONTOUR LOAMY SAND x22.t0 PROPOSED SPOT GRADE ASSESSORS MAP 94, PARCEL 1, LOT 4 TO SOIL TEST HOLE FLOODZONE: C ENGINEERS MICHAEL S. FARIA, SE SEE TEST HOLE LOG(S) •ZONING DISTRICT: R-40 WITNESS+ AMY VON HONE, RS EXCAVATOR: OWNER'S EXCAVATOR MINIMUM YARD SETBACKS: FRONT - 30 ft. SIDE/REAR - 20 ft. *TO BE CONFIRMED BY BUILDING COMMISSIONER 4 OWNER OF RECORD ROOERT CHILDS 154 SOUTH STREET SOUTH YARMOUTH, MA 02664 DEED 8K. 4128 PC. PLAN BK. 246 PG. 1106 NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE• THE EXCAVATING H MAY LE . CONTRACTOR SHALL MAKE THE REOUIRED 72 HOUR NOTIFICATION TO DIG SAFE EQUIPMENT IN 7THE )CONSTRUCT COANY NSTRUCTIONER AREAIFITIES WHICH MAY HAVE OR VERIFWHIICATION OF LHAVEOCATBIONSPIPE OR 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-HIO. 5. THIS PLAN 15 FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S). 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION DDTAINED FROM BOARD OF HEALTH. 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 10. PIPE JOINTS TO BE MADE WATERTIGHT. DEPTH (In.) THI ELEVATION SOIL CLASS: I (SANDS, LOAMY SANDS) 01 A 67,0 PERC RATE; < 2 MPI (5 MPI DESIGN) SANDY LOAM PRESOAK: 0,00,00-0,09:45 10 YR 4/4 (24 GAL. < 15 MIN.) 4' 66.7 ( 9', 044:21 LOAMY SAND BOTTOM PERC: AT 66' EL.61.5 10 YT5/6 NO WATER OBSERVED - 28' 64.7 FINE SAND DATE: 1/10/00 2.5 Y 6/4 ENGINEERS MICHAEL S. FARIA, SE 150' 54.5 (DOWN CAPE ENGINEERING) WITNESS+ AMY VON HONE, RS EXCAVATOR: OWNER'S EXCAVATOR DEPTH (in.) TH2 ELEVATION SOIL CLASS: 1 (SANDS, LOAMY SANDS) 0• 7A 69.0 PERC RATE: < 2 MPI (5 MPI DESIGN) SANDY LOAM (ASSIGNED @ CI) 10 YR 3/1 6' H Al68.5 LOAMY SAND 10 YT5/6 A _ NO WATER OBSERVED 36' 66.0 LOAMY SAND a 10 Y 5/6 04' 62.0 C2 FINE SAND 2.5 Y 7/4 144' 57,0 `P IN Of t ARNE H. OJALA y No. 26341 9fC1ST E1' APPROVED DATE BOARD OF HEALTH 4'41 We - MA S ?5 w A� `f DATE Ai2I';E H. OJAL A i n,z-� ---SITE PLAN OF LAND IN _YARMOUTHPORT, MA PREPARED FOR SID SIDDHARDTH 'ATED AT LOT 4 OLD HYANNIS ROAD YARMOUTHPORT, MA 02675 E: 1 =30 DATE: 9-25-00 REVISED: ------ 0 30 60 90 Ft. L1 I n, , " LEGEND Y OUTHPORT Yf :C i ' H �So WATER SHUT OFF VALVE To (_I{=K TO BE LOCATEDEXISTING WATER 79 [211 -2 e. . 3� � - PROPOSED LOCATION I DE N S 1 RR. SII 1t?' 0 r .- ON f • ,- ��o GAS SHUT OFF VALVE REC.,LI'JtD TO BE LOCATED TOT, AT EL. (VARIES) ^ A -CESS COVER WITHIN 6' TO FIN. GRADE ///''-''--ACCESS COVER (WATERTIGHT) 2' DOUBLE WASHED PEASTONE - ...,�_ EXISTING GAS UNE WITHIN 6' T❑ FIN. GRADE TO BE LOCATED N ! EL.74,0t VER 2/ SLOPE REQUpRE OVER SYSTEM 6. MAX - LOCUS M IMUM .75' OF COVER OVER PRECAST EXISTING PHONE LINE TO BE LOCATED MID CAPE a EXIT I EL.65.28t RUN PIPE LEVEL n;��_ ��, EXISTING ELECTRIC LINE 7 /HIGHWAY I PROP❑ ED 1,500 FOR FIRST 2' EL. -63.5 S$PTIC DESIGN: (WBADE DISPOSER IS NOT ALLOWED) gA6M1'OujF! CC • TO BE LOCATED RT.6 GALL SEPTIC NUMBER OF BEDROOMS: 4 _,,E EXISTING CABLE T.V. LINE H-10 C] Q [� CD CD CD DESIGN FLOW: a BR x 110 G/D/BR 440 G/D GKI{r26; ,W` \ USE A 440 G/D REQUIRED DESIGN FLOW \J \V TO BE LOCATED TANK - 10 ) GAS . EL.63,06 SEPTIC TANK:. - \U BAFFLE EL63�P5 �� o EL.63.0 CD C] � 0 M 440 G/D (2) = 880 G/D CD C3 r7 � m CJ C3 ID 0 USE PROPOSED 1,500 GALLON SEPTIC TANK EXISTING CONTOUR P 2 ♦=I 0 C3 C3 CI C-1 O O C7 LEACHING- + 70.6 EXISTING SPOT GRADE LOCUS MAP a EL.61.0 3333. . t t 6' CRUSHED STONE OR MECHANICAL �- SIDE AREA 2' x 2' x (12.83'+33') = 183.3 SF -p/- PROPOSED CONTOUR SCALE 1" = 2000' DEPTH OFFLOW 4' COMPACTION. (15.221 121) 3/4' TO 1 1 /2" DOUBLE WASHED STONE BOTTOM AREA: 12383' x 33' - 423.4 SF 6.5' SIDES• -183.3 SF x22.10 PROPOSED SPOT GRADE ASSESSORS MAP 94, PARCEL 1, IAT 4 REQUIRED TEE SIZES- INLET'DEPTH 10' MIN. BELOW FLOW LINE + BOTTOM' 4234 SF O SOIL TEST HOLE FLOODZONE: C 14' MIN. BELOW THE FLIM LINE TOTAL 6067 SF PROPOSED CAPACITY: 606.7 SF x 0.74 G/D/SF = 449 G/D O.K. SEE TEST HOLE LOGS OUTLET!DEPTH ZONING DISTRICT: MINIMUM YARD SETBACKS: ( MIN. SLOPE) ( V MIN. SLOPE) ❑rT❑M THI L 4s SEPTIC SYSTEM DESIGN DATA SIDE/REAR 20 ft. (� MIN. LOPE) _ S TIC TANK 4 D' BOX 4' LEACHING FAJIL[TY SEE SOIL .LOGS ATO BE CONFIRMEp BY BUILDING COMMISSIONER FOUNDATION 36'"-j-"- 1 SYSTEM PROFILE i ( OWNER OF RECORD NOT TO SCALE) ROBERT 154 SOUTH $TRE STREET SOUTH YARMOUTH, MA 02664 DEED 8K. 4128 PG. 169 PLAN BK. 246 PC. 106 off. 508-362-4541 fox 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, ma 02675 1 ( /+50 \\ \\`-�6a.2/ / 1.0 \ +89.4 / / / / / / / / / / \ \ \ 168.14 #\87'37'23" E - - +87.p �s/Im , Rf�OW1 -- -1\\ �A 99 / +8..0 / 1 / / / / / / I, TTI J l 0 PIT 63.9 J w / l l l l +77. / / S 87%3723" W I I i PROPOSED / N { 1 cn BOULDER/ / / 422.81( 1 1 I I$ I I X161.01 / / X 62.0 X 63.0 DRIVEWAY o I OPOSED / / I N 87'37 23 E�•2 /+ I 7TAINOdG/WALL // / i I J �! / , / 159.08 3R 11 +35.6 / / / / / / / I 56 v�r!/L/ I A6 93R.. +85.6 i I 1 Y 1 / / / ro I \\\ \ r+Y'y ..LOT 4 1 y00 ll3 { 1,2.25 \\\i = _ % +63.9 63.5 J/J N !1 +19.3 49,092 s.f. ^ / t I( 6, hti' , , 1 6N D I o I Q 1.13 OC.IP I/f I 1 J PROPOSED I; I ' / PROPOSED 1 I/ I p I L1� > �� DRIVEWAY I I ( SOIL ABSORPTION SYSTEM '�( 7 a� > WITH 4' OF STO00 GAL. NE ALIONGNG GTHE IDEHAMFERS S. -L//62.1 y 1 o L e° 10� l ��If 3.75' OF STONE AT THE ENDS ' LOT Jc w l \ ` 1 1�- O PROPOSED -'� o { Tn'er. � I 00 BEDROOM DWELLING I W f +83.1 `� SOF / 1 _ To I co { PROPOSED 0.9> ac. ` -84' i 82. o + 71.8 00 1 w / / °° �s� 1 N n {{ 63.0 r w r�� O �� 1 I / fob �> \ 1 / /a ^ I j ��i >� S� / l 163.4 \ J .10 TH 3 .2 \ \ \ 1 61.3 / o I I STAKE TACK{ I I I v l / 1L0 aF''1 1 \ \1 N 1 O EL.80.9 L / N 1 t T \ ., \ I / � + 1 5 1 7 .6 I SPNE 'PROPOSED + 1 ly / Ao \ +611.2 ! / RETAINING WALK X659 \ / I I FOUND / / I 1 ✓ \ \ ( I I /o��HOLLOGSS 01 I 1 NOT TO SCALE 11-67.7 \� I, I 592 + I + 76.2 +16.8 1 1 \\ +66.9 \ \ \ \ \\ \\ +61.1 / I +58.3 +76.8 / / / j r - - - - - _ 403.7a \ \ +651 +68.8 j9g453 W \ \ I I I I I 157 p0 i +7a.a +57.5 \ � �1 I72.0 D jop,CHER W Xr� +72.4 ' +71.0 N�F JO 19.54'53 °o SITE PLAN SCALE: 1"=30' APPROIED DATE BOARD OF HEALTH MA DATE NOUS: 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 SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NM. ELEVATION ASSUMED .FROM QUAD. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10. 5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM($), 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 9. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. 10. PIPE JOINTS TO BE MADE WATERTIGHT. 11. WATER TEST D -BOX FOR LEVELNESS. DEPTH (in.) THI ELEVATION SOIL CLASS: I (SANDS, LOAMY SANDS) 0'A 67.0 PERC RATE: < 2 MPI (5 MPI DESIGN) �r SANDY LOAM PRESOAK- D00:00-0;09:45 10 YR 4/4 I (24 GAL. < 15 MIN.) r , 66,7 4 i I { a I 4 SAND I n, , " LEGEND Y OUTHPORT Yf :C i ' H �So WATER SHUT OFF VALVE To (_I{=K TO BE LOCATEDEXISTING WATER 79 [211 -2 e. . 3� � - PROPOSED LOCATION I DE N S 1 RR. SII 1t?' 0 r .- ON f • ,- ��o GAS SHUT OFF VALVE REC.,LI'JtD TO BE LOCATED TOT, AT EL. (VARIES) ^ A -CESS COVER WITHIN 6' TO FIN. GRADE ///''-''--ACCESS COVER (WATERTIGHT) 2' DOUBLE WASHED PEASTONE - ...,�_ EXISTING GAS UNE WITHIN 6' T❑ FIN. GRADE TO BE LOCATED N ! EL.74,0t VER 2/ SLOPE REQUpRE OVER SYSTEM 6. MAX - LOCUS M IMUM .75' OF COVER OVER PRECAST EXISTING PHONE LINE TO BE LOCATED MID CAPE a EXIT I EL.65.28t RUN PIPE LEVEL n;��_ ��, EXISTING ELECTRIC LINE 7 /HIGHWAY I PROP❑ ED 1,500 FOR FIRST 2' EL. -63.5 S$PTIC DESIGN: (WBADE DISPOSER IS NOT ALLOWED) gA6M1'OujF! CC • TO BE LOCATED RT.6 GALL SEPTIC NUMBER OF BEDROOMS: 4 _,,E EXISTING CABLE T.V. LINE H-10 C] Q [� CD CD CD DESIGN FLOW: a BR x 110 G/D/BR 440 G/D GKI{r26; ,W` \ USE A 440 G/D REQUIRED DESIGN FLOW \J \V TO BE LOCATED TANK - 10 ) GAS . EL.63,06 SEPTIC TANK:. - \U BAFFLE EL63�P5 �� o EL.63.0 CD C] � 0 M 440 G/D (2) = 880 G/D CD C3 r7 � m CJ C3 ID 0 USE PROPOSED 1,500 GALLON SEPTIC TANK EXISTING CONTOUR P 2 ♦=I 0 C3 C3 CI C-1 O O C7 LEACHING- + 70.6 EXISTING SPOT GRADE LOCUS MAP a EL.61.0 3333. . t t 6' CRUSHED STONE OR MECHANICAL �- SIDE AREA 2' x 2' x (12.83'+33') = 183.3 SF -p/- PROPOSED CONTOUR SCALE 1" = 2000' DEPTH OFFLOW 4' COMPACTION. (15.221 121) 3/4' TO 1 1 /2" DOUBLE WASHED STONE BOTTOM AREA: 12383' x 33' - 423.4 SF 6.5' SIDES• -183.3 SF x22.10 PROPOSED SPOT GRADE ASSESSORS MAP 94, PARCEL 1, IAT 4 REQUIRED TEE SIZES- INLET'DEPTH 10' MIN. BELOW FLOW LINE + BOTTOM' 4234 SF O SOIL TEST HOLE FLOODZONE: C 14' MIN. BELOW THE FLIM LINE TOTAL 6067 SF PROPOSED CAPACITY: 606.7 SF x 0.74 G/D/SF = 449 G/D O.K. SEE TEST HOLE LOGS OUTLET!DEPTH ZONING DISTRICT: MINIMUM YARD SETBACKS: ( MIN. SLOPE) ( V MIN. SLOPE) ❑rT❑M THI L 4s SEPTIC SYSTEM DESIGN DATA SIDE/REAR 20 ft. (� MIN. LOPE) _ S TIC TANK 4 D' BOX 4' LEACHING FAJIL[TY SEE SOIL .LOGS ATO BE CONFIRMEp BY BUILDING COMMISSIONER FOUNDATION 36'"-j-"- 1 SYSTEM PROFILE i ( OWNER OF RECORD NOT TO SCALE) ROBERT 154 SOUTH $TRE STREET SOUTH YARMOUTH, MA 02664 DEED 8K. 4128 PG. 169 PLAN BK. 246 PC. 106 off. 508-362-4541 fox 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, ma 02675 1 ( /+50 \\ \\`-�6a.2/ / 1.0 \ +89.4 / / / / / / / / / / \ \ \ 168.14 #\87'37'23" E - - +87.p �s/Im , Rf�OW1 -- -1\\ �A 99 / +8..0 / 1 / / / / / / I, TTI J l 0 PIT 63.9 J w / l l l l +77. / / S 87%3723" W I I i PROPOSED / N { 1 cn BOULDER/ / / 422.81( 1 1 I I$ I I X161.01 / / X 62.0 X 63.0 DRIVEWAY o I OPOSED / / I N 87'37 23 E�•2 /+ I 7TAINOdG/WALL // / i I J �! / , / 159.08 3R 11 +35.6 / / / / / / / I 56 v�r!/L/ I A6 93R.. +85.6 i I 1 Y 1 / / / ro I \\\ \ r+Y'y ..LOT 4 1 y00 ll3 { 1,2.25 \\\i = _ % +63.9 63.5 J/J N !1 +19.3 49,092 s.f. ^ / t I( 6, hti' , , 1 6N D I o I Q 1.13 OC.IP I/f I 1 J PROPOSED I; I ' / PROPOSED 1 I/ I p I L1� > �� DRIVEWAY I I ( SOIL ABSORPTION SYSTEM '�( 7 a� > WITH 4' OF STO00 GAL. NE ALIONGNG GTHE IDEHAMFERS S. -L//62.1 y 1 o L e° 10� l ��If 3.75' OF STONE AT THE ENDS ' LOT Jc w l \ ` 1 1�- O PROPOSED -'� o { Tn'er. � I 00 BEDROOM DWELLING I W f +83.1 `� SOF / 1 _ To I co { PROPOSED 0.9> ac. ` -84' i 82. o + 71.8 00 1 w / / °° �s� 1 N n {{ 63.0 r w r�� O �� 1 I / fob �> \ 1 / /a ^ I j ��i >� S� / l 163.4 \ J .10 TH 3 .2 \ \ \ 1 61.3 / o I I STAKE TACK{ I I I v l / 1L0 aF''1 1 \ \1 N 1 O EL.80.9 L / N 1 t T \ ., \ I / � + 1 5 1 7 .6 I SPNE 'PROPOSED + 1 ly / Ao \ +611.2 ! / RETAINING WALK X659 \ / I I FOUND / / I 1 ✓ \ \ ( I I /o��HOLLOGSS 01 I 1 NOT TO SCALE 11-67.7 \� I, I 592 + I + 76.2 +16.8 1 1 \\ +66.9 \ \ \ \ \\ \\ +61.1 / I +58.3 +76.8 / / / j r - - - - - _ 403.7a \ \ +651 +68.8 j9g453 W \ \ I I I I I 157 p0 i +7a.a +57.5 \ � �1 I72.0 D jop,CHER W Xr� +72.4 ' +71.0 N�F JO 19.54'53 °o SITE PLAN SCALE: 1"=30' APPROIED DATE BOARD OF HEALTH MA DATE NOUS: 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 SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NM. ELEVATION ASSUMED .FROM QUAD. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10. 5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM($), 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 9. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. 10. PIPE JOINTS TO BE MADE WATERTIGHT. 11. WATER TEST D -BOX FOR LEVELNESS. DEPTH (in.) THI ELEVATION SOIL CLASS: I (SANDS, LOAMY SANDS) 0'A 67.0 PERC RATE: < 2 MPI (5 MPI DESIGN) SANDY LOAM PRESOAK- D00:00-0;09:45 10 YR 4/4 (24 GAL. < 15 MIN.) 4, UNSUVABLE 66,7 < 9'1 0114:21 LOAMY SAND BOTTOM PERC, AT 66' EL.61.5 10 Y 5/6 NO WATER OBSERVED 28' 64.7 FINE SAND DATE, 1/10/00 2S Y 6/4 EL S. FARIA, SE ENGINEER; COW 150' 545 (DOWN CAPE ENGINEERING) WITNESS, AMY VON HONE, RS EXCAVATOR, OWNER'S EXCAVATOR DEPTH (In.) TH2 ELEVATION SOIL CLASS, I (SANDS, LOAMY SANDS) 0' 69.0 PERC RATE, < 2 MPI (5 MPI DESIGN) SANDY LOAM (ASSIGNED @ Cl) 10 YR 3/1 6' UNSUVABLE 68.5 LOAMY SAND 10 Y 5/6 A NO WATER OBSERVED 36'N 66.0 LOAMY SAND 10 Y 5/6 84' 62A CP FINE SAND 2S Y 7/4 144' 57.0 ARNE H. OJALA, P.E., P.L.S. HISTORIC SITE PLAN OF LAND IN YARMOUTHPORT, MA PREPARED FOR SID SIDDHARDTH LOCATED AT LOT 4 OLD HYANNIS ROAD YARMOUTHPORT, MA 02675 SCALE: 1"=30' DATE: 9-25-00 REV. 10/27/00 30 0 30 60 90 Ft. i HISTORIC SITE PLAN OF LAND IN YARMOUTHPORT, MA PREPARED FOR SID SIDDHARDTH LOCATED AT LOT 4 OLD HYANNIS ROAD YARMOUTHPORT, MA 02675 SCALE: 1"=30' DATE: 9-25-00 REV. 10/27/00 30 0 30 60 90 Ft.