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HomeMy WebLinkAbout83-1899N `F SALT MARSH K. COSMIDIS, TR. \� EDGE OF SALT MARSH S Top o v�o 1 --------- �� SOX R`�S PROPOSED S gANK _v� \X�, RETAINING O S WALL REMOVE T °- � '� X� REMOVE SHED ------1� N �, X X 9 EXISTING /v) � 0 8,0 HOUSE \ � -, �) X 7 , 4 �� �L.10 EX:. 0 Al2 XSCALE D FL00 `ONE W__ ��9,' 8 �- D O - - - _ - - NE B S AILED F 10 , X DX "J�� I YJ \ q, It Exist. _X _ 1 . M OVE 10 ) �� isyowX , 8.3 Patio X WALK 8 PROPOSED WORK LIMIT PROPOSED 1 RETAINING WALL 15,r5' 10 62 X 11 Exist. ;; 117 1 5 Ret. 14 X TH 1,0 ` Walls X\10,8 BENCH MARK --TOP OF MAG. NAIL IN PAVEMENT=12.74 NGVD29 � `� X 11,4 Q x `1 ��� ��� 131 11,4 o� X o` �T) vL 1i IL I f S�� -� 12, X 1 .t onoSkid���y �, 4' / /Sea .Y -X,,12 0 YY 4 X 1 X14,0 -' 1 .7 TH 2 �_ - is i �, ,� Abandon ; � X 12.3 ��, Existing Septic System P Y 4 6X00 `� h N/F7 79 i 1 i N. VILENISKIS k, 14 5 \ _ - 13,E 2X X 12.8 X ILlf, 2� 13,67fill 13,3 / LOT 9 BENCH MARK -TOP OF MAG. NAIL\\\\ 12. 0 0± ACRES �v IN PAVEMENT=13.67 NGVD29 X 13.5\ 1 ill I HIGH POINT IN ROAD=11.8 13.1 X 13.1 / 1° (� ' L 12. 8 1G�xS5CGpe plan N X ,501 r,0� 3 35.57' • w ASH \� S 89059'20 W v^,~ RONALD�y�RONALD LEGEND JAMES ( JAMES CADILLAC CADILLA/ CSc� ml TH 1 TEST HOLE LOCATION, NUMBER _\ `~!, 9Fn1osD�a o#asrrso�� W- WATER T R L INE MARKINGS �� SgNST� P�' <� aEss4 yoe G GAS LINE MARKINGS E. STAFFORD, JR. ------ i 9.5 A55.5 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �6EXISTING CONTOUR _8--- PROPOSED CONTOUR x - FENCE (IF SHOWN, NOT ALL SHOWN) OTREE (IF SHOWN, NOT ALL SHOWN) REV. 5/04/11 --PROPOSED HOUSE, PROPOSED SEPTIC REV. 8/31 /10- TO NGVD29, CONTOURS, DRIVEWAYS t A 9 60 N /F R. PAPPAS � TR. BENCH MARK --TOP OF MAG. NAIL IN PAVEMENT=12.74 NGVD29 � `� X 11,4 Q x `1 ��� ��� 131 11,4 o� X o` �T) vL 1i IL I f S�� -� 12, X 1 .t onoSkid���y �, 4' / /Sea .Y -X,,12 0 YY 4 X 1 X14,0 -' 1 .7 TH 2 �_ - is i �, ,� Abandon ; � X 12.3 ��, Existing Septic System P Y 4 6X00 `� h N/F7 79 i 1 i N. VILENISKIS k, 14 5 \ _ - 13,E 2X X 12.8 X ILlf, 2� 13,67fill 13,3 / LOT 9 BENCH MARK -TOP OF MAG. NAIL\\\\ 12. 0 0± ACRES �v IN PAVEMENT=13.67 NGVD29 X 13.5\ 1 ill I HIGH POINT IN ROAD=11.8 13.1 X 13.1 / 1° (� ' L 12. 8 1G�xS5CGpe plan N X ,501 r,0� 3 35.57' • w ASH \� S 89059'20 W v^,~ RONALD�y�RONALD LEGEND JAMES ( JAMES CADILLAC CADILLA/ CSc� ml TH 1 TEST HOLE LOCATION, NUMBER _\ `~!, 9Fn1osD�a o#asrrso�� W- WATER T R L INE MARKINGS �� SgNST� P�' <� aEss4 yoe G GAS LINE MARKINGS E. STAFFORD, JR. ------ i 9.5 A55.5 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �6EXISTING CONTOUR _8--- PROPOSED CONTOUR x - FENCE (IF SHOWN, NOT ALL SHOWN) OTREE (IF SHOWN, NOT ALL SHOWN) REV. 5/04/11 --PROPOSED HOUSE, PROPOSED SEPTIC REV. 8/31 /10- TO NGVD29, CONTOURS, DRIVEWAYS t A 9 60 - JOB NO. Y10-25 0 so TEST HOLE DATE: April 21, 2011 NOTES Salwcci3a.dwg Heritage Dr, w Ron Cadillac, Soil Evaluator 1. LOCUS IS A.M. 17, PARCEL 19. FB 25/46 SB12/28 WITNESSED BY: a 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM24. <2'-00"/Inch (G layer) Q' in in 3. LOCUS IS IN FLOOD ZONES B & Al2 (EL. 10) ON FIRM DATED JULY 2, 1992. o ko N 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Prop. Top Found. 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. Invert 11.00 r N 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 20 HIGH CAPACITY 0 p 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". z & IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW - /4"/ft S-1 4 ft / Seo Gull z D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Prop1/2"/ft R of. Q 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO 97" I Proposed Septic COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 4 ON LEACHING SCALE U 10. " " " STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2WITH 2MIN. 1/8 TO 1/2PEA STONE ON TOP, LOCATION MAP J 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,.. CONTACT THE BOARD OF1 HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3): TEST HOLE' 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. NGVD29 BENCH MARK --TOP OF MAG. NAIL IN PAVEMENT=12.74 NGVD29 � `� X 11,4 Q x `1 ��� ��� 131 11,4 o� X o` �T) vL 1i IL I f S�� -� 12, X 1 .t onoSkid���y �, 4' / /Sea .Y -X,,12 0 YY 4 X 1 X14,0 -' 1 .7 TH 2 �_ - is i �, ,� Abandon ; � X 12.3 ��, Existing Septic System P Y 4 6X00 `� h N/F7 79 i 1 i N. VILENISKIS k, 14 5 \ _ - 13,E 2X X 12.8 X ILlf, 2� 13,67fill 13,3 / LOT 9 BENCH MARK -TOP OF MAG. NAIL\\\\ 12. 0 0± ACRES �v IN PAVEMENT=13.67 NGVD29 X 13.5\ 1 ill I HIGH POINT IN ROAD=11.8 13.1 X 13.1 / 1° (� ' L 12. 8 1G�xS5CGpe plan N X ,501 r,0� 3 35.57' • w ASH \� S 89059'20 W v^,~ RONALD�y�RONALD LEGEND JAMES ( JAMES CADILLAC CADILLA/ CSc� ml TH 1 TEST HOLE LOCATION, NUMBER _\ `~!, 9Fn1osD�a o#asrrso�� W- WATER T R L INE MARKINGS �� SgNST� P�' <� aEss4 yoe G GAS LINE MARKINGS E. STAFFORD, JR. ------ i 9.5 A55.5 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �6EXISTING CONTOUR _8--- PROPOSED CONTOUR x - FENCE (IF SHOWN, NOT ALL SHOWN) OTREE (IF SHOWN, NOT ALL SHOWN) REV. 5/04/11 --PROPOSED HOUSE, PROPOSED SEPTIC REV. 8/31 /10- TO NGVD29, CONTOURS, DRIVEWAYS t A 9 60 - T A-8.68 0 EJECTOR PUMP IS PROPOSED TEST HOLE DATE: April 21, 2011 12" FOR BATH IN BASEMENT PERFORMED BY: Ron Cadillac, Soil Evaluator High Groundwater=3.6 ELEV..(feet) WITNESSED BY: Amy Von Hone, RS; CHO PERC RATE: <2'-00"/Inch (G layer) 16.5 SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 3`1 Prop. Top Found. Invert 11.60 Invert 11.00 48..a Proposed Use Gas Baffle 20 HIGH CAPACITY 50" Proposed p Invert 9.60 INFILTRATORS W/O STONE 3' maJG Proposed A-10.01=Top Units - /4"/ft S-1 4 ft / B-9.93=Top Units Prop1/2"/ft @ Filter Cloth Invert 11.25 1500 3' max. cover 97" I Proposed Septic 11 120" A layer 10yr 3/2 sandy loam B layer 10yr 5/8 sandy loam C1 layer 10yr 5/6 loamy med. sand C2 layer 2.5y 6/4 med. sand Observed Water 11.0 8.2 6.8 2.9 10 i neer . Invert B 9.52 T A-8.68 j Invert 9.77 Propose B-8.6 5' 6 Stone or compact Proposed- 1 min. BOTTOM LEVEL TEST HOLE 2 16' -- 30'- I N r A -O- High Groundwater=3.6 ELEV..(feet) I - , � B-% DEPTH (inches) NGVD29 0.7� of 1.4' Adpastment" < ProvidedMarch 2011 0 N Mash29 011Pch A Observed Water=2.9 NGVD29 20" DESIGN DATA *Locus Is within 300' of Salt Marsh BEDROOMS: 6 LEACH AREA GARBAGE GRINDER: No (SEE MODIFIED CERTIFICATION FOR GENERAL USE --REV. 6/30/10) REQUIRED CAPACITY: 660 GPD USE 20 HIGH CAPACITY INFILTRATORS IN 4 ROWS, AS SHOWN. 38 PROPOSED SEPTIC TANK: 1500 GAL. COVER WITH FILTER CLOTH AND BACKFILL WITH CLEAN SAND EFFECTIVE TRENCH LEACHING AREA: 973.7 SF TO TOP OF UNITS, OR VIRGIN C LAYER FROM SITE MAY BE 7.79 SF/LF X 6.25'/UNIT=48.69 S.F/UNIT , IF IT CAN BE KEPT FREE OF TOPSOIL, SUBSOIL, AND DEBRIS, 56" 20 UNITS X 48.69 SF/UNIT=973.7 SF(EFFE'C71VE) DESIGN CAPACITY: 72.0 GPD [(973.7 SF) X .74 GPD/SF] ADDITIONAL NOTES 120" 1. STREAM LOCATION SCALED FROM LAND COURT PLAN 21255B. 2, RECOMMEND GRADE OF 10.2 MINIMUM OUTSIDE BASEMENT DOORWAY. 3. RECOMMEND ALL MECHANICAL EQUIPMENT SERVICING BUILDING IN BASEMENT BE A MINIMUM OF 1.2' ABOVE BASEMENT SLAB. (WITH PROPOSED SLAB=9.0) 5, EXISTING STONE PATIOS AND WALKWAYS WILL NEED TO BE MOVED, ADDED TO, OR SUBTRACTED FROM CURRENT LOCATIONS TO ACCOMMODATE SHIFTED HOUSE. SITE PLAN FOR A layer 10yr 3/2 sandy loam B layer 10yr 5/8 sandy loam C1 layer 10yr 5/6 loamy med. sand C2 layer 2.5y 6/4 med. sand No Water 3.4 1 54 HERITAGE DRIVE REALTY TRUST LOT 91 54 HERITAGE DRIVE, WEST YARMOUTH, MA SEPTEMBER 9, 2008 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 ©2010 BY R.J. CADILLAC PAGE 1 OF 1