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HomeMy WebLinkAbout83-1893 - Site Plan 52.9 cl �uL>eme,�zI _ S a.0 PL;c, 1 75 1., noel 2.5 2.5 i 2.3 3806 S.F/18,375 S.F.=20.7% 2.5 WE PROPOSED LOT COVERAGE TEST HOLE LOCATION, NUMBER HOUSE 2206±S.F. DRIVE 1220±S.F. PORCH, DECK 380±S.F. 2.6 TOTAL 3806±S.F. i 2.3 3806 S.F/18,375 S.F.=20.7% 2.5 WE SITE PLAN FOR 1 W 1 1 N/F l 1 OWOCKI. 6.4 1 l 6'. 1 11 a.a PROP. SILT FENCE WORKLIMIT 1 i • 1 � i 1 1 6.4 Ir s. 1 � �.7 r 1 it? 1 �, sir 1 N/F ELIMINATE i 1 OWOCKIISLAND 1 , b + 1 , � , • 3.7 1 1 + 1 W 3A 1 BENCH MARK --TOP DISC ON 91 `J \\ CONC. BOUND=6.70 NGVD29 1 5.0 \ 1 , 1 ' 4,6 \ \ 1 ' \\ 5.5 5,72 1 W 5A ; , , • 4,4 1 1 1 1 + 1 1 + +61 1 r1 011 N/F' 1 OWOCKI ¢ ', , Z 1 1 1 PROVIDE 5 ,' 53 1 10" DUCTILE 11 IRON PIPE 1 UNDER DRIVE 11 INV. -5.05 1 15.41 \W HA \ �O • 4.3 \ • 4.2 \ • 4.4 N/F \\ OWOCKI \, '_ARE & FREDERICK C. SCHWELM, JR. T 109 20 BASS RIVER TERRACE, SO. YARMOUTH, MA FEBRUARY 3, 2011 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 1 OF 2 ©2011 BY R.J. CADILLAC JOB NO. Y11-02 A=1 g NOTES SCHWELM.DWG 4' $ R`4p00 7.3 N/F 1. LOCUS IS A.M.42, PARCEL 157. FB 26/1-2 SS 12/24 _ 2. ELEVATIONS SOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11. OWOCKI N/F 3. LOCUS IS IN FOOD ZONE A11(EL. 11) ON FIRM DATED JULY 2, 1992. 4. ALL PIPES T03E 4" SCH 40, WHITE 5. MUNICIPAL DPITCHED IN WAER IS AVAILABLE. WITHIN 1004 REARE RONOOTOWT. N WATER.TNLESS NOTED) 9, 6. COMPONENTS '0 BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO'ROJECT DOWN 13", OUTLET TEE DOWN 14". sa t 8. IF TWO OR MOLE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT P'ES TO BE LEVEL FOR FIRST TWO FEET. s. 8,0 8.8 9. DEPTH OF COWONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 5Q35 I 8.1 COVERS: BUILC UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, / 5.5 + PROVIDE VEGETATED DRAINAGE SWALE I ` CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 6'7 12. IF AN OVERDIC IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEYN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). / 5.6 / �i .9 13. PUMP AND FIL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, 4ND DISPOSE OF AS DIRECTED BY HEALTH AGENT. / 6.6 1 0 47' plan SWALE____---- --8K3 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. l � - I -_ - 8,4- 7 186 TEST HOLE 1 - -------------- - 3 N N .3 TH 1 TEST HOLE DATE: January 28, 2011 DEPTH (inches) ELEV.(feet) I / / - 0----"-- '1 P 8.2 \ I PERFORMED BY: Ron Cadillac, Soil Evaluator 0 + 82\ WITNESSED BY: Amy Von Hone, RS, CHO If ' 71 __- - ` ' I PERC RATE: <2'-00"/inch (C layer) 4" r.... 7.6;;:;;< 2 11Y2 _ + SOIL SURVEY(1993): Carver coarse sand v o 1.2.. ; .,.;: TH I, ._;. s ``` ; 6 II GEOLOGIC MAP(1986): Harwich outwash plain deposits g ' 11x '.:, E. 1 / DESIGN DATA I. 6.3 ; - o �y « X9.3 BUTLER 27" I 1 j pRIVE mC, 10' lX -� ;Q BEDROOMS: 3 $*5� 8 8 GARBAGE GRINDER: No a I <) --- - - - - 5•"` m % cNn REQUIRED CAPACITY: 330 GPD 45 gq , PROPOSED SEPTIC TANK: 1500 GAL. 115.9 Quo +� N -0 X 11.4-----"� O ° EFFECTIVE LEACHING AREA: 482.4 SF 1 1 c 6.s ' Y.:;. O 6.7 SF/LF X 8'/UNIT=53.6 S.F/UNIT 68" i Ill 'S rozp o i 9 UNITS X 53.6 SF/UNIT=482.4 SF(EFFECTIVE) cn 0 + DESIGN CAPACITY: 357 GPD 8.2 0 layer A/E layer 10yr 4/2 loamy sand B layer 10yr 5/8 loamy sand 5.95 C layer 10yr 6/6 medium sand (5% gravel) observed water 2.5 1-1 8 LEGEND } TH 1 TEST HOLE LOCATION, NUMBER �V_ PROPOSED WATER SERVICE W- EXISTING WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) ' 9.5 X8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POIN 23 EXISTING CONTOUR -$- PROPOSED CONTOUR ray UTILITY POLE (IF SHOWN) X - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) SITE PLAN FOR 1 W 1 1 N/F l 1 OWOCKI. 6.4 1 l 6'. 1 11 a.a PROP. SILT FENCE WORKLIMIT 1 i • 1 � i 1 1 6.4 Ir s. 1 � �.7 r 1 it? 1 �, sir 1 N/F ELIMINATE i 1 OWOCKIISLAND 1 , b + 1 , � , • 3.7 1 1 + 1 W 3A 1 BENCH MARK --TOP DISC ON 91 `J \\ CONC. BOUND=6.70 NGVD29 1 5.0 \ 1 , 1 ' 4,6 \ \ 1 ' \\ 5.5 5,72 1 W 5A ; , , • 4,4 1 1 1 1 + 1 1 + +61 1 r1 011 N/F' 1 OWOCKI ¢ ', , Z 1 1 1 PROVIDE 5 ,' 53 1 10" DUCTILE 11 IRON PIPE 1 UNDER DRIVE 11 INV. -5.05 1 15.41 \W HA \ �O • 4.3 \ • 4.2 \ • 4.4 N/F \\ OWOCKI \, '_ARE & FREDERICK C. SCHWELM, JR. T 109 20 BASS RIVER TERRACE, SO. YARMOUTH, MA FEBRUARY 3, 2011 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 1 OF 2 ©2011 BY R.J. CADILLAC JOB NO. Y11-02 A=1 g NOTES SCHWELM.DWG 4' $ R`4p00 7.3 N/F 1. LOCUS IS A.M.42, PARCEL 157. FB 26/1-2 SS 12/24 _ 2. ELEVATIONS SOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11. OWOCKI N/F 3. LOCUS IS IN FOOD ZONE A11(EL. 11) ON FIRM DATED JULY 2, 1992. 4. ALL PIPES T03E 4" SCH 40, WHITE 5. MUNICIPAL DPITCHED IN WAER IS AVAILABLE. WITHIN 1004 REARE RONOOTOWT. N WATER.TNLESS NOTED) 9, 6. COMPONENTS '0 BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO'ROJECT DOWN 13", OUTLET TEE DOWN 14". sa t 8. IF TWO OR MOLE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT P'ES TO BE LEVEL FOR FIRST TWO FEET. s. 8,0 8.8 9. DEPTH OF COWONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 5Q35 I 8.1 COVERS: BUILC UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, / 5.5 + PROVIDE VEGETATED DRAINAGE SWALE I ` CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 6'7 12. IF AN OVERDIC IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEYN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). / 5.6 / �i .9 13. PUMP AND FIL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, 4ND DISPOSE OF AS DIRECTED BY HEALTH AGENT. / 6.6 1 0 47' plan SWALE____---- --8K3 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. l � - I -_ - 8,4- 7 186 TEST HOLE 1 - -------------- - 3 N N .3 TH 1 TEST HOLE DATE: January 28, 2011 DEPTH (inches) ELEV.(feet) I / / - 0----"-- '1 P 8.2 \ I PERFORMED BY: Ron Cadillac, Soil Evaluator 0 + 82\ WITNESSED BY: Amy Von Hone, RS, CHO If ' 71 __- - ` ' I PERC RATE: <2'-00"/inch (C layer) 4" r.... 7.6;;:;;< 2 11Y2 _ + SOIL SURVEY(1993): Carver coarse sand v o 1.2.. ; .,.;: TH I, ._;. s ``` ; 6 II GEOLOGIC MAP(1986): Harwich outwash plain deposits g ' 11x '.:, E. 1 / DESIGN DATA I. 6.3 ; - o �y « X9.3 BUTLER 27" I 1 j pRIVE mC, 10' lX -� ;Q BEDROOMS: 3 $*5� 8 8 GARBAGE GRINDER: No a I <) --- - - - - 5•"` m % cNn REQUIRED CAPACITY: 330 GPD 45 gq , PROPOSED SEPTIC TANK: 1500 GAL. 115.9 Quo +� N -0 X 11.4-----"� O ° EFFECTIVE LEACHING AREA: 482.4 SF 1 1 c 6.s ' Y.:;. O 6.7 SF/LF X 8'/UNIT=53.6 S.F/UNIT 68" i Ill 'S rozp o i 9 UNITS X 53.6 SF/UNIT=482.4 SF(EFFECTIVE) cn 0 + DESIGN CAPACITY: 357 GPD 8.2 0 layer A/E layer 10yr 4/2 loamy sand B layer 10yr 5/8 loamy sand 5.95 C layer 10yr 6/6 medium sand (5% gravel) observed water 2.5 1-1 8 0 A 12' X 24' RECTANGLE, AS SHOWN. RUN PERFORATED PIPES LEVEL '♦+,\ o ° 9•4.•;; DOWN CENTER OF EACH ROW SET BETWEEN CENTER HUMPS. CAP ENDS. � "' 4 5' REMOVAL 81 \\ �`11.2 8Y9 9.2 DO 5' ALL AROUND AND UNDER REMOVAL DOWN 3't TO ,`1 N SWAT -E------------- C LAYER. %62 8 ----- 34" %�. `\\\6 75 ��------------------ 5 138.43' 8R 8.8 LEACHING SECTION \ A,\\ 7�2----- GRADE CHANGES 13.1 ARE PROPOSED 71 9 Bottom Flood Prop. Top Found. \,6 6 +\ Ven t=11.5 BENCH MARK --TOP DISC ON Invert 9.50 Invert 9.10 71' 6 9\ �,+\ CONC. BOUND=7.37 NGVD29 Proposed PVC 9 CULTEC Use Gas Baffle C-4 UNITS N \�'s 7.3 Top Slab Invert 8.80 ` \ '�`\ PROVIDE VEGETATED 120" 8.4 0 layer A/E layer 10yr 4/2 loamy sand 8 layer 10yr 5/8 loamy sand 5.7 C layer 10yr 6/6 medium sand (5% gravel) observed water 2.5 -1 6 6. � DRAINAGE SWALE ,� 1 8.6 [(482.4 SF) X .74 GPD/SF] I LOT 10 =moo F V\ 1 6.9 S=1 /8"/ft+ N %, 91 LEACH AREA TEST HOLE 2 16.1 18,375±S.F. 1500 Gal. Septic Tank '+ X 11.4 v 62,`1 „ ,+ .,' rr, "' B:4' a":•. 6,. 51+ SEE MODIFIED CERTIFICATION FOR GENERAL USE --REV. (2/22/10) cp I, V,1 � ,o o+- ;•; DEPTH (inches) ELEV.(feet) USE 9 CULTEC C-4 UNITS IN THREE ROWS, AS SHOWN. EXCAVATE 0 A 12' X 24' RECTANGLE, AS SHOWN. RUN PERFORATED PIPES LEVEL '♦+,\ o ° 9•4.•;; DOWN CENTER OF EACH ROW SET BETWEEN CENTER HUMPS. CAP ENDS. � "' 4 5' REMOVAL 81 \\ �`11.2 8Y9 9.2 DO 5' ALL AROUND AND UNDER REMOVAL DOWN 3't TO ,`1 N SWAT -E------------- C LAYER. %62 8 ----- 34" %�. `\\\6 75 ��------------------ 5 138.43' 8R 8.8 LEACHING SECTION \ A,\\ 7�2----- GRADE CHANGES 13.1 ARE PROPOSED 71 9 Bottom Flood Prop. Top Found. \,6 6 +\ Ven t=11.5 BENCH MARK --TOP DISC ON Invert 9.50 Invert 9.10 71' 6 9\ �,+\ CONC. BOUND=7.37 NGVD29 Proposed PVC 9 CULTEC Use Gas Baffle C-4 UNITS N \�'s 7.3 Top Slab Invert 8.80 ` \ '�`\ PROVIDE VEGETATED 120" 8.4 0 layer A/E layer 10yr 4/2 loamy sand 8 layer 10yr 5/8 loamy sand 5.7 C layer 10yr 6/6 medium sand (5% gravel) observed water 2.5 -1 6 6. � DRAINAGE SWALE =10.5 9 min. cover S=1/8"/ft+ Proposed s.21 Proposed S=1 /8"/ft+ Top Units®Filter Cloth � 7.0<"\ \`\ 6 .6 7.3 N/F ; Invert 9.35 Proposed 1500 Gal. Septic Tank '+ 6.8 6.8 TUERS, TR. I 3 1W EA ` I\\ e \7.3, i Invert 8.97 Invert 8.75 8.5 6 Stone or com act Proposed Bottom � 11 F\ I \ �z7 I P P Proposed i 5 o i0.00 " 1°,27 10' --7 �- 1 1 -1 i r__ 2'-1 High Ground Water=3.5 I D 09 CD + 5' 1' OF 1.T USGS Adjustment It 1 < Provided Using MASH29 i li • ` 41 1 6 1 �F \ 8.1 Jan 2011 --Zone A* I `� \ `� \ OBSERVED WATER=2.5 1 I \ 1 I \ 7,x,\78 EDGE PROP. WAY EDGE EXIST. / 1 9 \ *Locus is within 300' of Run Pond Shrub Meadow Swam DIRT WAY P Il `�\ PROVIDE VEGETATED DRAINAGE SWALE �� r' 9.63 0,� 9.4 0Be88 i 1 9.5 Y PROP. SILT' FENCE WORKLIMIT b STREET SIGN _-"-� 7.3\:.4 `� 8S 9,1 I W DA F\ EXIST: HAND' DUG �^ 6.7 ��• 72'8:.\'\ �\ `�. \ ,. `� ,% li 3 9.76 DRAINAGE ;' 913 • 4.7 1 �`.` ��\ �\��\ �`� 9,3 ° , �.3 % 9.3 I„ ii 986 _ 3 1 / " gi ` 9.1,. 9.54 1 1 �.3 qp2j ��� \` `� \'ti� 6. � �, � � _ _ 8.8 70.71' F, : � �' , � I I 61'0 _ - " - 1 _ 80 -------- 8.8 ^ THIS PLAN IS A VALID COPY ONLY IF IT BEARS 1 8.2 ` �o--B4-------------------8ee- ---------- - -- 6 996 9.�8 �f $23_ e= a2__ --r o --c 82 --------e----z -- -000 AN ORIGINAL RED STAMP AND SIGNATURE. N+,� 8.1 e a7 F - 1 �f a.a- 1 9r 1 -�--� by _ 8,7 �� 8,28 _�'3'_ ••-_-_�-___- - M �_ ---�- __ L_ -8, 9 Sr3�' 11 F�i N/F 8.6 E 40 E=79 -- 97�--E E8.38 8.7� 69 ,� `°A.°`\ ♦d y �I� y , 1 w c Npr y 89 TUERS, TR. PAVEMENT 866 $'9�' J 93`I t 17 t:a 35 $1 6.a 00 70.72 8.7s 9.0 _, r., 9.54 / .7 S WATER VALVE / FOUND N/FAt BASEMENT _�-� 9.3 R.s'�6 I13 y.I, ® .64 / COTE DISCHARGE 2 9� �942 D II y { ss 8.7 10 HERE N/F EXISTING ` %sfllW B NOSSITER ISLAND `.`;\ II 1 �\ { 9,32 N. li I'I 1 10 9,2 10. EXI'T . HOUSE Fk/S 1 HEALTH AGENT APPROVAL DATE \ NO. 9 109 NO. T, y0 REV. 3/24/11 -NOTE 8, TOP FOUND., LOT COVERAGE 700 SE REV. 2/28/11 -NOTES 8 & 9