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HomeMy WebLinkAbout42.157 - Site Plan2.9 2.5 25 • 4.4 2.5 2.8 . 4.6 PROPOSED LOT COVERAGE HOUSE 2206±S.F. DRIVE 1220±S.F. PORCH, DECK 380±S.F. 2.6 TOTAL 3806±S.F. 3806 S.F/18,375 S.F.=20.7% 2.3 LEGEND TH 1 TEST HOLE LOCATION, NUMBER -- W- PROPOSED WATER SERVICE W EXISTING WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) 1 9 5 x8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POI 23 �G--- EXISTING CONTOUR _g---- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) SITE PLAN FOR N/F 11 OWOCKI. 6.4 R=40 00 3" . 7.3 N/F 11 6.5 ,,, ----- OWOCKI 11 PROP. SILT FENCE WORKLIMIT 'r'. 5.4 1 / t 1 i sa i JOB NO. Yll-02 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 64 1 /' 5 NOTES 88 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 1 i 5+35 i SCHWELM.DWG 8.1 1. LOCUS IS A.M. 42, PARCEL 157. FB 26/1-2 SB 12/2 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT -NO, 11, STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. N/F JULY 2, 1992.'- 11. WHITE 4. 5. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) SWALE CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER, 9. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. ELIMINATE / /r 1 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). FILL OWOCKI ISLAND 56 / 8. IF TWO OR WORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 13. 1 i sa i D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 64 1 /' 5 8.0 88 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 1 i 5+35 i 8.1 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 4 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. .7 \ I I 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, I'• 5 5,5 \ ; PROVIDE VEGETATED DRAINAGE SWALE CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 1 ; t 6,7 1 N/F i 55� 12. IF AN OVERDG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING ELIMINATE / /r 1 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). FILL OWOCKI ISLAND 56 / 8,9 13. PUMP AND ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN 1 % i' LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 1 I / x 1 D.47' Plan --- {- , I 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE 1 • 3.7 ��% 84 86 W 3A 5 / JUS \ BENCH MARK --TOP DISC ON • 1 91 / i _--- -------___--- - N J L +� 3 TH 1 1 I TEST HOLE DATE: January 28, 2011 DEPTH (inches) ELEV.(feet) PERFORMED BY: Ron Cadillac Soil Evaluator CLARE & FREDERICK C. SCHWELM, JR. LOT 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 PAGE 1 OF 2 ©2011 BY R.J. CADILLAC - 1 \ CONC. BOUND=6.70 NGVD29 iI II I / - 5t2, } 8z\ it)WITNESSED BY: Amy Von Hone, RS, CHO 0 \ I I 56 I / / _ .._---- ------ `:; - I PERC RATE: <2'-00 "/inch (C la yer) 4" 7.1 76 :1 SOIL SURVEY(1993): Carver coarse sand11 2 11.2 GEOLOGIC MAP(1986): Harwich outwash plain deposits TH 8„ 24 ` s ' 9.3 DESIGN DATA1' n BUTLER s.s o 27" , v ;a I ; BEDROOMS: 3 W 5A I, I DRIVE m::, 10 1 i i 8 N � 8x5, 8 e GARBAGE GRINDER: No m ILn REQUIRED CAPACITY: 330 GPD 45"a 1 + 6.1 PROPOSED SEPTIC TANK: 1500 GAL. a 1 6 Q�oe �/ w N ^ 1_4 , L ] o EFFECTIVE LEACHING AREA: 482.4 SF Il 5.9 6.7 SF/LF X 8'/UNIT=53.6 S.F/UNIT 68 1 N/F t 1 "' 5" p 1 9 UNITS X 53.6 SF/UNIT=482.4 SF(EFFECTIVE) `1111 ' Z o + I DESIGN CAPACITY: 357 GPD ;1 OWOCKI P 1 t IIII n o0 P1 N ; 120" 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 ' rn; [(482.4 SF) X .74 GPD/SF] -1.8 11111 1� 'ro �V- m I . e.6 1\ S tt 11 t 1 LOT 10 o F ,�i I 9.1 LEACH AREA TEST HOLE 2 1 6.1 '1 6. 6- C PRovI�E 18 375 S. F .4 . 5.3 1 10" DUCTILE t`, A 9 ,, m 8.4 ss, x11 (SEE M)DIFlED CERTIFICATION FOR GENERAL USE --REV. 2/22/10) 6.21\\ A "w J s. 51 +' USE 9 CULTEC C-4 UNITS IN THREE ROWS, AS SHOWN. EXCAVATE DEPTH (inches) ELEV.(feet) 1 ` 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 PROVIDE VEGETATED _ ropose -ta � �,\ � 10.5`-• 9 min. cover \\ 6 t, S=1 /8"/ft+ a 2 DRAINAGE SWALE s.21 \ ` \�`�` \ ` Proposed S=1}8 /ft. Top Units®Filter Cloth Invert 9.35 1500 Gal. I \ • 4.4 N/F \\ x`7,0 `\\• �. 6.6 73 N/ F ; Proposed Septic Tank ----------- 1 , ' OWOCKI \ " °v�\ TUERS, TR. I 3 1 1 IRON PIPE�- ;` A 12'X 24' RECTANGLE, AS SHOWN. RUN PERFORATED PIPES LEVEL 0 \ UNDER DRIVE ` f 9'4 DOWNCENTER OF EACH ROW SET BETWEEN CENTER HUMPS. CAP ENDS. 4PI 1 \ CO 5 REMOVAL 8, 1 INV. -5.05 4 11.2 1 a ; \\ �\\ __9 9.2 DO 5 ALL AROUND AND UNDER REMOVAL DOWN 3't TO • 54 \ �� �'vA N -- C LAYER. W H SWALE__-------_ 62 ___ _$rJ-------- 34„ \ t`t ((,\ t`k\\6 75 \1�_---------- 138.43' s 8.8 LEACHING SECTION GRADE CHANGES \ t V� ' 6,� `\ 7 2 - ARE PROPOSED 7,91 sProp. 'TO -`FouK' � t �`\ *� Bottom'�flood- • 4,3 \\ t \\ 6.6 �\ `\ t" Vent -11.5- Invert 9.50 \ t � t BENCH MARK --TOP DISC ON s Inert 9.10 71" \`• 6.9 CONC. BOUND=7.37 NGVD29 Proposed PVC 9 CULTEC \ t t \ \06s 7,3. -...TO op -Slab Uie Gas Baffle P d C-4 UNITS 120" Invert 8.80 \ P 11 6.8 ■ W EA Invert &S" I^ve-t 8.75 8.5 X7.3 7.7 I 6 Stone or compact Propose: I �` I �� ~•�``\ I P , P Frac„__.. 5, I 5 Bottom i Apr 16.00 110.27 10 I Ground Water=3.5 , II I Ili 10,09 5 V OF 1.7' USGS Adjustment I �I Provided UsingMASH29 "�` B.1 `- t Jcn 2011--Zne A• • 4.1 i s `� F\/ \�/ �\ \ OBSERVED WATER=2.5 \ f \7.B EDGE PROP. WAY �\ .i�� \ EDGE EXIST. 'Locus is within 300' of Run Pond / i ) 90 I 1\1\ \ DIRT WAY Shrub Meadow Swamp 1 � I ° 7.3 �`� v R °��r 4� PROVIDE VEGETATED DRAINIGE SWALE �� 963 4 °°, 05STREET SIGN 1 PROP. SILT'I FENCE WORKLIMIT l W DA x F\�� '4. '`•5 EXIST, HAND' DUG F ,3 6.� �`,2� ,'�\\ `.,,.a` �\ DRAINAGE .'� 913 9,76 I `�\ o 9 8647 93 I 93 \"jV\im. 3 I I • `7.3 ,9\2 `` `,�%. 6�`- 70.71'q,'1 954 'I 755 9� I w�N2q �o. 2-�---------�- -- ` . 7 -sea------ _ - 80 W / l ---------- / THIS PLAN IS A VALID COPY ONLY IF IT BEARS I ez �0- --------------------- 6 r 3 9 -- 9.pa ��_-- 2h ----- ----e-- 00 AN ORIGINAL RED STAMP AND SIGNATURE. 8.1 27 F' $T3____� T 8.4 8,7 9e I �r'f NFK.E61� F 8,28 ` -ham------_--g 2_ // ````` E N/F �o �s -E -e 38 e69 c 8.6 4es I W C SOT TUERS, TR. PAVEMENT 3.66 70.72' 8,75 9.0 �� 9,3 9.54 fv Cfa % 6.3 �. A1g 91 7s S� WATER VALVE 'q. a / FOUND N/F A -NT�� 60 .64 D COTE G'�CHARGE EXISTING 92 °°. •N. 942 , { 5.5 87 HERE N/F t ® 3 fG�zo��\Iw BIL �O�" NOSSITER ISLAND •�`\� c'a I I 11.2 1 10 EXIST. HOUSE �0 Ek�ST s 2 N0. HEALTH AGENT APPROVAL DATE \\ 9 NO N�Oo OUSE REV. 3/24/11 -NOTE 8, 70P FOUND., LOT COVERAGE REV. 2/28/11 -NOTES 8 & 9