The URL can be used to link to this page

Home My WebLink AboutEngineered Plan - 19971. VARY SEPARATION TO GROUNDWATER BY 4" (4.7' PROVIDED) 310 CMR 15.212. 2. USE EXISTING 1000 GALLON TANK. 310CMR 15,223 (jl ). CONTRACTOR NOTE:: ASK WATER DEPARTMENT TO MARK VVA'TER SERVICE (LINE IN MAY LANE PRIOR TO COIN-- STRUCTION, LEACHING CAN BE SHIFTED V MORE AWAY' FROM MAY LANE IF NEEDED. BENCH MARK--P.K. NAIL SET IN WALK == 19.99 .ASSIGNED 1 f 20.' BENCH MARK ---NE CORNER OF BOT'rom STEF1=20.00 ASSIGNED „moo• "° 0.0 (j) �--� 19.0 PAVED WAY 0 _ '19. ,....-�' 18.2 n_ I L 0 T' PARKINGI 50, 18.6 1H181H �u °� 18.G 1 u 6 9 19.j �x 19.0// X1. co 70 N /I'= C' 1 1 , ori 1 x y WOLF 1 1. 1 11 X 7 G D� ,., �"'� S 11 .p, ,_2„ - , -'.19.5 - 6►,w' SCS. �®,,,®"°m� xl N,/F. CONANT 19. -� 19.1_ -- 9. ,9 191, 9 N'0 G,;ADE CHANGES ARE PROPOSED I I NOT S. 1. LOCUS IS A.M. 36, PARCEL 1.15. 2. ELEVATIONS SHOWN .ARE ASSIGNED. 3. LOCUIS IS IN FLOOD ZONE B ON FIRM DATED JUNE 17, 1986., 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1,/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE'. LOTS WITHIN 10,0' ARE ON TOWN (NATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13",• OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. BUILD IJP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1,/2" WITH 2" MIN. '1/8 TO 1/2" PEASTONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF 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 GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). 13•. PUMP AND FILL EXISTING CESSPOOLS --LOCATION UNCERTAIN, IN OR NEAR RESERVE. IFJN ST. n NOT TO SCALE WILLOW , ST. -.A LOC'A110114 14AP TEST HOLE 1 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL_ REGULATIONS. (DEPTH (inches) 0 TEST HOLE DATE: January 22, 1997 12,, - Fill PERFORMED BY: Rion Cadillac, Sail Evaluator 20.155± WITNESSED BY: Amy L. Von Hone, RS 17"'E (loamy sa d/3 --- PERC RATE: <2'-00"/inch (C1 layer) B layer 10yr 5/6 / YOP FOUND. SOIL SURVEY(1993): Carver- coarse sandloamy sand / GEOLOGIC MAP(1986;): Harwich outwash plain deposits 36" ----- Invert 17.20± ° LTSe G17s Baffle CC)N'fACTOR 1 C)O's a Existing Invert 15.22 C: layer 2.5y 6/'4 Proposed loamy med• 15.6 sand ----' -----/S=3 3/4"/ft TOP' PEA STONE anwaterExisting __ S:=1 `4/ ft 114Lobservedwater., 1000 Gal. --�-- Tank _ 120" --- ---- �-' �T _'Invert 15.39 Invert 15.107 , '�}.-6--..-_ Use 6" Stone under Proposed Proposed - �� Bottom _29'- 6'- -- -- 0.4' 8/10 Year Adjustment DESIGN � DATAA Using Iu1ASH29-JAN.9,7=7.15 x.7Zone A OBSERVED WATER==9.5 BEDROOMS. 4 GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GIRD LEACH AREA EXISTING SEPTIC TANK: 1000 GAL.. BOTTOM LEACHING AREA: 59.4 SF USE 6 CULT EC CONTACTOR 100'S [(54' X 11')] WITH 4' OF STONE ALL AROUND SIDE LEACHING AREA: 65 SF AND A 6'' GAP IN THE MIDDLE [2(11'+ 54') X 0.5' DEEP)] FOR A 11' X .54' X 6" DEEP DESIGN CAPACITY: 487 GPD LEACHING AREA. [(594 SF + 65 SF) X .74 GPD/SF] THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL_ RED STA�JP AND SIGNATURE, . 0 A w - rFi AGENT APPROVAL_ 5/z5�97 APR 0 8 1997 SITE PLAN HEALTH _E E LEV.(feet) 19.0 9.5 9..0 FOR DANIEL. & FR 0 B E R" TA S111CHNABEL LOT 31, 29-31 SOUTH STREET, S. 'YARMOUTH, MA MARCH 25„ 199% SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 0.3673 (508) 775--9700 PACE 1 OF 1 q E' LEGEND TH 1 TEST HOLE LOCATION, NUMBER ---�N-- WATER LINE MARKINGS WATER SHUT OFF ---0E--- OVERHEAD ELECTRIC WIRES (IF SHOWN) X '8.1 EXISTING ELEVATION ('X' MARKS POINT) EXISTING CONTOUR UTILITY POLE (IF SHOWN) ---OU-- OVERHEAD UTILITIES (IF SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) Os EXISTING SEPTIC COVER 11 EXISTING DRAINAGE CAT;,HBASIN , -'.19.5 - 6►,w' SCS. �®,,,®"°m� xl N,/F. CONANT 19. -� 19.1_ -- 9. ,9 191, 9 N'0 G,;ADE CHANGES ARE PROPOSED I I NOT S. 1. LOCUS IS A.M. 36, PARCEL 1.15. 2. ELEVATIONS SHOWN .ARE ASSIGNED. 3. LOCUIS IS IN FLOOD ZONE B ON FIRM DATED JUNE 17, 1986., 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1,/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE'. LOTS WITHIN 10,0' ARE ON TOWN (NATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13",• OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. BUILD IJP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1,/2" WITH 2" MIN. '1/8 TO 1/2" PEASTONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF 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 GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). 13•. PUMP AND FILL EXISTING CESSPOOLS --LOCATION UNCERTAIN, IN OR NEAR RESERVE. IFJN ST. n NOT TO SCALE WILLOW , ST. -.A LOC'A110114 14AP TEST HOLE 1 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL_ REGULATIONS. (DEPTH (inches) 0 TEST HOLE DATE: January 22, 1997 12,, - Fill PERFORMED BY: Rion Cadillac, Sail Evaluator 20.155± WITNESSED BY: Amy L. Von Hone, RS 17"'E (loamy sa d/3 --- PERC RATE: <2'-00"/inch (C1 layer) B layer 10yr 5/6 / YOP FOUND. SOIL SURVEY(1993): Carver- coarse sandloamy sand / GEOLOGIC MAP(1986;): Harwich outwash plain deposits 36" ----- Invert 17.20± ° LTSe G17s Baffle CC)N'fACTOR 1 C)O's a Existing Invert 15.22 C: layer 2.5y 6/'4 Proposed loamy med• 15.6 sand ----' -----/S=3 3/4"/ft TOP' PEA STONE anwaterExisting __ S:=1 `4/ ft 114Lobservedwater., 1000 Gal. --�-- Tank _ 120" --- ---- �-' �T _'Invert 15.39 Invert 15.107 , '�}.-6--..-_ Use 6" Stone under Proposed Proposed - �� Bottom _29'- 6'- -- -- 0.4' 8/10 Year Adjustment DESIGN � DATAA Using Iu1ASH29-JAN.9,7=7.15 x.7Zone A OBSERVED WATER==9.5 BEDROOMS. 4 GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GIRD LEACH AREA EXISTING SEPTIC TANK: 1000 GAL.. BOTTOM LEACHING AREA: 59.4 SF USE 6 CULT EC CONTACTOR 100'S [(54' X 11')] WITH 4' OF STONE ALL AROUND SIDE LEACHING AREA: 65 SF AND A 6'' GAP IN THE MIDDLE [2(11'+ 54') X 0.5' DEEP)] FOR A 11' X .54' X 6" DEEP DESIGN CAPACITY: 487 GPD LEACHING AREA. [(594 SF + 65 SF) X .74 GPD/SF] THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL_ RED STA�JP AND SIGNATURE, . 0 A w - rFi AGENT APPROVAL_ 5/z5�97 APR 0 8 1997 SITE PLAN HEALTH _E E LEV.(feet) 19.0 9.5 9..0 FOR DANIEL. & FR 0 B E R" TA S111CHNABEL LOT 31, 29-31 SOUTH STREET, S. 'YARMOUTH, MA MARCH 25„ 199% SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 0.3673 (508) 775--9700 PACE 1 OF 1 q E'