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HomeMy WebLinkAbout83-1893 - Site Plan 42.3 2.5 2.6 25 2,6 2.5 2.9 2.5 2.8 LEGEND T 1 TEST HOLE LOCATION, NUMBER - PW-- PROPOSED WATER SERVICE -W- EXISTING WATER LINE MARKINGS -E OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 x 8,7 EXISTING 8c PROPOSED ELEVATIONS ('X' MARKS 2'3 ,,--6--- EXISTING CONTOUR _8-- PROPOSED CONTOUR pf UTILITY POLE (IF SHOWN) x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) SITE PLAN FOR - 4.4 4.6 JOB NO. Ytt-02 W 1 NOTES SCHWELM.DWG \ N/F A'16q 1 OWOCKI 64 R qo $3- 1• LOCUS IS A.M. 42, PARCEL 157. FB 26/1-2 SB 12/24 1 °o• 7'3 N/F 2. ELEVATIONS SHOWN ARE NOVD29 BASED UPON TOWN MONUMENT NO. 11. N/F 3• LOCUS IS IN FLOOD ZONE A11(EL. 11) ON FIRM DATED JULY 2, 1992. 1 OWOCKI / 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 1 WHITE 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 1 , `♦� g, 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 1 PROP. SILT FENCE WORKLIMIT 5.4 �� 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". r \ 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 1 _ 1 1 6.4 � �' � 5. 80 8 8 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 5+35 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING \ ' i sa P i 8.1 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2 MIN. 1/8 TO 1/2" PEA STONE ON TOP. 1 ;�•7 I i 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 1 li= 5.6yt+ / 5.5 `, ; PROVIDE VEGETATED DRAINAGE SWALE CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 1 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING 1 N/F ELIMINATE % 5S / i' 67 ' IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). t OWOCKI ISLAND / �� 9 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN / 5.6 / i LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 11 I I s /' ! 6,6 1 0 47. SWALE------------ -8 3 I 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE 1 3,7 1 i ' / �, - 84 07 - 3 ', I B,6 TEST HOLE DATE: January 28, 2011 DEPTH (inches) ELEV.(feet) W 3AI I 5 �B _------- N TH 1 \ i PERFORMED BY: Ron Cadillac, Soil Evaluator 0 \ BENCH MARK --TOP DISC ON .9i 1 / j1_-------- P 8.2 in \ WITNESSED BY. Amy Von Hone, RS, CHO \\ CONC. BOUND=6.70 NGVD29 ` 56 1 / / +, . 8,2\` PERC RATE: <2'-00"/inch (C layer) 4" SOIL SURVEY(1993): Carver coarse sand 7 6 x 11 21 1 2 GEOLOGIC MAP(1986): Harwich outwash plain deposits 8„ 6 11 TH N /F \ I ,' ----- a 9.3 DESIGN DATA 14 i; :.y BUTLER 27„ \ 5.5 t • 5',72 I li 6.3 /� 11` °6 - % r BEDROOMS: 3 \ t W 5A I t li /' 0R1VE 1� x11.3 N i $1.�j 8,8 GARBAGE GRINDER: No 45„a t t I B m REQUIRED CAPACITY: 330 GPD t t5� t �6��0 , ' 4.4 \ I , ' FO --- -- O i k I U PROPOSED SEPTIC TANK: 1500 GAL. m \ 6.1 ` t / oQ6 �$1 84 X 14 ] 'O EFFECTIVE LEACHING AREA: 482.4 SF kk t, " - --moi ----- 68„ 1 6 1 5 9 Q / 1 6.7 SF/LF X 8'/UNIT=53.6 S.F/UNIT 0 1 1 1 t u, 6.s 9 UNITS X 53.6 SF/UNIT=482.4 SF(EFFECTIVE) \ N/F 1 1,111z O o DESIGN CAPACITY: 357 GPD01 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 \ OWOCKI Q to a i I 720 -1.8 \ \1 �f 1 ° 0 cTi 1 1 [(482.4 SF) X .74 GPD/SF] r\ i 8.6 2 \ 1 , 11 N 1 ; O p� LOT 10 F � LEACH AREA TEST HOLE 2 \ S,a to , � 9.1 1 `,6'1 1It16,1 6,9 m /, x11.4 , �' (SEE MODIFIED CERTIFICATION FOR GENERAL USE --REV. 2/22/10) • 5.3 \ 1) �\ i`\ a 18, 375 S. F. 51.76 DEPTHinches USE 9 CULTEC C-4 UNITS IN THREE ROWS AS SHOWN EXCAVATE (inches) ) ELEV.( )feet \ PROVIDE 1 62 ` 6,r1,\\ 3 � I A 12' X 24' RECTANGLE, AS SHOWN. RUN PERFORATED PIPES LEVEL o \ PIPE \ 1+\\ o `J 52 I DOWN CENTER OF EACH ROW SET BETWEEN CENTER HUMPS. CAP ENDS. 4" \\ UNDER 11 �� 11;1\ as x .28 I 5' REMOVAL \ DRIVE ;N\ cA .2 819 a' \ 4 t ,� t � \„ _ 9.2 DO 5' ALL AROUND AND UNDER REMOVAL DOWN 3't TO . 5.4 \ 1., t`\\ 1`13 SWALE--------------- C LAYER. \ W H t34„ \\\ 8, 5-------- 6.6 %2 \ \\ 75 --- ___-- --- 13s.4s' 8 LEACHING Be`\ SECTION 'GRADE CHANGES ��� 7,2------ 12.2 ARE PROPOSED 7.9 Proposed Top Foundation .. \t`,\ 4S \ ° \ \ 6.6 " BENCH MARK --TOP DISC ON Invert 9.50 Invert 9.10 9 CULTEC 71" \ \ �6 \`�. �� `\ � �� CONC. BOUND=7.37 NGVD29 Proposed PVC Use Gas Baffle Invert 8.80 C-4 UNITS \ 5 e CLARE & FREDERICK C. SCHWELM, JR. LOT 100 20 BASS RIVER TERRACE, SO. YARMOUTH, M, 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 PAGE 1 OF 2 ©2011 BY R.J. CADILLAC 8.4 0 layer A/E layer 10yr 4/2 loamy sand B layer 10yr 5/8 loamy sand 5,7 C layer 10yr 6/6 medium sand (5% gravel) observed water 2.5 � \ 6 `� �"\ ``�; PROVIDE VEGETATED DRAINAGE SWALE S=1/8"/ft+ g„ min. cover Proposed 9.21 120 -1.s \ 7J ' a.2 \\ `; \ � \ Proposed S=1/8"/ft Top Units@Filter Cloth \ Invert =9.351500 Gal. \ \ �� x`7'0 . `\ \`\\\ � 6.6 73 N/F i Proposed Septic Tank ------------ / 11 �3„ I, 4.4 N /F \ ' / OWOCKI " :\\ TUERS, TR. T W EA �\ 6.8 \ I Invert 8.97 Invert 8.75 8'5 10.27 1\.\ 6`7.3, a 7,7 I 6 Stone or compact Proposed 5 Bottom !0 r Proposed , 10.00 ♦\ ,i t i N i 1 O -� t- it --� , " r---2 �--t Hi h Ground Water=3.5 , i 10.09 ♦A i �_ FJ P 1.T USGS Adjustment < 1 ♦ � 3 �♦♦ \ < Provivi ded Using MASH 29 ♦< \`♦ \ CD Jan 2011 --Zone A* 8 1♦.0 �� \ 81 OBSERVED WATER=2.5 1 O = 4EDGE . 'r"J .1 11 11 \-\Te PROP. *Locus is within 300' of Ruh Pond I /I S \ c ♦♦ \ \'�`♦` \ EDGE EXIST. Shrub Meadow Swamp / 11 s ♦` 7.3 \ \ q,��l DIRT WAY PROVIDE VEGETATED DRAINPGE SWALE 963 1 ♦♦♦♦♦ ��� \\ ���� ♦♦`♦ A 00, STREET BB STREET SIGN = 9.4 9.5 II 1 PROP. SILT FENCE WORKLIMIT b 1.4 1 W DA. �,2�F\\ EXIST. HAND' DUG f%'' I 19.76 6.7 ♦ \� DRAINAGE x e 913 li 9.B6 li 4'7 I rn �w2Qy ♦`�.�\�--' 6. - _ 73 _ ---------- __ e.e 70.7_1 , 7.55o. V 2 / --=--- ----------r y z -- B.B 11 8.2 THIS PLAN IS A VALID COPY ONLY IF IT BEARSo---- --------�--�--£ 920 00 AN ORIGINAL RED STAMP AND SIGNATURE. 8.1 =7 �� - _ --- �;_ Bc /F 8.4 8,7 ` t M - a.9 1 I_ -ago,_ _ �' t,Gpes4 i F N/F 8.6 0 -E 8J PAVEMENT x.17 9.s4 c,JK�.,-,,; i4 I w c �'o y 8.9 TUERS, TR. 70.72' 8.75 0 q� 1s # 6.3 WATER VALVE N/F �s ASF FOUND BASEMENT So a 913 --�50 1 ® ,64 t . COTE DISCHARGE EXISTING ' 92 °" % %` �9.a2 ,. i HERE N/F \ L Lv zoirtw B 87 NOSSITER ISLAND \ `\ 932 II 11,2 70 '3 3 9.2 \ 1r EXIST. HOUSE (��--� 1XI/s 1 HEALTH AGENT APPROVAL DATE \\ s 1 1 9.24 N0. N0. 1Np0Us£ REV. 2/28/11 --ENTRANCE ISLAND