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HomeMy WebLinkAbout23.198 - Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. JOB fNd &Y07 -1b � W0* TO NOTES jumes.dwg SCALE J� P DEPTH (inches) ELEV.(feet) 1. LOCUS IS A.M. 23, PARCEL 198. \ �P rn 0 rn 14" Li a_ Co m 36" CL CL 54" 90" _ ....1.02" /F ARBITO A layer 10yr 3/2 sandy :loam B layer 10yr 5/8 loamy sand C Layer 10yr .6/6. med. fine sand Full Adjustment C2 layer 2.5y 7/6 HGW_u_se_d 1.0' of 1.7 med. coarse sand _observed water__ HB 1 8/18/04 PROPOSED GARAGE N /F 01OUGHLIN 00 :- C,1 U7 � ... 14.8 BENCH MARK --TOP SPIKE SET 2. ELEVATIONS SHOWN ARE ASSIGNED. " 1 3. LOCUS IS IN FLOOD ZONE B ON .FIRM DATED JULY .2, 1992. 36 -PURCHASE PURCHASE DOWN 1 = 14.8 ASSIGNED � 4.2� ROAD --8/18/04 � 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) �n (a.2 0� mcg Pnv�ovT ON RANGE UNE Ho. a2) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE. ON TOWN WATER. HAND BORING 1 � SE--R.J. Cadillac cJ� 14 6� / `�' 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 9L Wit. --A. VonHone NQv h\ \ 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 11 8 G 14 7 F, �� 1 �6 \® 8. IF TWO OR MARE LINES, WATER TEST D BOX FOR EQUAL.. FLOW "��N �Jg :'- `' / 1 1 `� 14.e8 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. %�S o 14.6 4'S 9.`DEPTH OF -COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE •PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 10.3 / �/ `` 14 4`4 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 9_.0 N�F ls•2 s�'� _IF UNSUITABLE SOILS, SOILS LOCATION MAP ''X/4S \k 14, 11 CONTACT THE BOARD OF HEALTH,IORRR.J. CADILLAC.E SOIL LOG ARE FOUND, 8 3 THOMAS a �g•.,, HB 1 ,, �� �1`I/ �, `� 5� 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING Adjustment 350 x%14 7 - `''� �/ 3. o �� IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). HAND .BORING S 6fi5 O� ��� �R� G oar 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN 7.3 �5� \S��NG i// 4• PR��N o_ Q v LEACH AREA, AND DISPOSE OF.AS DIRECTED BY HEALTH AGENT. DEPTH 'inches) ELEV.(feet) 6.3 1 X P EP 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 O Or'EO � 1 \ BENCH MARK TOP OF MAG. NAIL TEST HOLE DATE: August 8 2007 6" S R ��-� �\ LOT �� 4 SET IN PAVEMENT=14,83 ASSIGNED PERFORM 16 P 15 i i „� ED BY: Ron Cadillac, Soil Evaluator 1 16S 1�� Q P��\ G i X517 • • -°o o �� �� 10 ,800±-S.E./C' 1 8 (SET a OFF min Pnw+oar ON House rtnrce LINE.) WITNESSED BY. Philip Renaud, Inspector 2 G 16.7 � -• • •�� ° o � 2 •- � � - \layer) ' T ���' SOIL SURVEY(1993): Carver coarse sand ,� ' 1111,5,03°� N• �\ Gly? 1S �\ GEOLOGIC"MAP(1986): Harwich outwash plain deposits 15x4 a a o S 3 k 14 15.73E 17, 2-�;�'�,y^ �� N :: -\� a�trk OG 1a 86 6 CULTEC CONTACTOR ,>a 18 Top of Found. 48 07, �r ch C-4 UNITS J14.8 5.02 = 1 Invert 14.20 :.:.:: • �, S•1 Proposed t 15x24 9� . _l 14 65"z in_ cov_ see detail P 14.61=Top Units 4 ------__- @ Filter Cloth �'S9 f'I Existing �-1__ _ Inspection. 1 �f• 4 ...: > 1 k' rT Port -- /Q 1500 Gal I P , 97„ t , •� \ : •, � �: r 0_. � _ i ,Septic Tank � l �x7� ' 'I' L----------� Sanitary - 3" " ::.....N 3 1 103 14.7 .... 11-.7 6.6 :.\4.9 Tee 6.1 0 �+ ....... :. 15.0 5 550 4,g 13.9 invert -14.37 - Invert `14.1b Bottom HAND BORING 2 x 14 x4�� %yj N :• 47 ACRES AVENUE Proposed Pro ased. ' S E:::•-. •: .. •%��� 12/06/1996 i , , i 2 i DEPTH (inches)- ELEV.(feet) x 9'� '- N./.F TEST PIT , DESIGN DATA 21 I N I---�, HGW=8.9 0 15.1 1 r 0 1ST SE --S. Haas rn 2 2.3' USGS Adjustment HARRINGTON i Wit.--R:J. Codi}lac Using MASH29-July &Aug. Fill o x 14, DEPTH (inches) ELEV.(feet) BEDROOMS: 3 - 2007 Zones A&B 20 = SOME OF OLD REMOVAL ::.• 0 A layer 10yr 5/'6 15 Observed Water=6.6 .0 GARBAGE "GRINDER• No ...... = A B layer ,5 ••• MAY BE REUSABLE 1F IT �==" sandy foam , REQUIRED CAPACITY* 330 GPD loam 2sand /5 12" LEACH AREA y SEPTIC TANK: 1500 GAL _ i '34" CAN BE KEPT CLEAN AND _ _ _ �-- -- _ -- _ � - - - _ x 14.6 FREE OF TOP AND SUSOIL. BOTTOM LEACHING AREA: 460 SF USE 6 CULTEC CONTACTOR, UNITS, B layer 10yr .5/6 loamy sand [(20' X 23'}] LAID LEVEL, AS SHOWN. SEE DETAIL. C toyer, 2.5y 6/6 BENCH MARK--N.W. CORN. OF _ SIDE .LEACHING AREA: 0 .SF CONC. BULKHEAD= 14.61 ASSIGNED 4.80 24 13.0 5, "REMOVAL -med. tine sand N /F BUONOPANE TP 1 12/06`/96 APPROVAL REQUESTED: 1 NO RESLFZVE AREA SHOWN CONSTRUCTION NOTE: OWNER WISHES TO REDUCE GRADES TO THOSE THAT EXISTED PRIOR TO THE CURRENT MOUNDED SYSTEM. (SEE PROPOSED ELEVATIONS) 310 CMR 15.248 Lay ,perforated pipes level down center of C-4 Units, as shown, cap end. Use 8 1/2" depth of stone and .place .stone between humps. EI. 15.6 I 5.7 CL C1 layer 10yr 5/6 40 medium sand Full USGS Adjustment 84" _observed water 8.0 96" 7.0 Use 410 filter cloth, no peastc Stone ti; ;�1 ft��1 �; ;�l �i��l l�r;�l ��r")N 1��1 �i��l Stone rr - �7•J"`1QIJ��1QfJ-'�tII1J-'�1�IJ �1L%JJ �1�IJ �lII1J �IID.1J�'�1C-7� i'�`LIIIJ^�IIIJJ��n „ 20' NONE DESIGN CAPACITY: 352 GPD DO 5' ALL AROUND REMOVAL DOWN [(460 'SF) 'X .74 GPD/SF] TO MED. FINE SAND. PUMP CHAMBER STORAGE CAPACITY. 340 GAL., EXISTING 1000 GALLON DOSES PER DAY: > 4 PUMP CHAMBER 102" _obser_ved water _ 6.6 Recommend Cover EL. 13.5 To Grade 105" 1.3 ALARM & PUMP NOTES 1. CHECK CONDITION OF PUMP AND ELECTRICAL SWITCHES. IF QUESTIONABLE REPLACE. 12.4 lar F 24" Quick Disconnect/ OUYANCY CALCULATIONS 2. MAKE SURE ALARM IS WORKING. Union FOR EXISTING TANKS ON Existing On 16„ Check Valve w/ PRIOR PLAN FOR LOCUS Off 12 o Weep Hole above DATED MAY 1, 2004 5.6 8.50 LEACHING SECTION A- A THIS PLAN IS A VALID COPY ONLY IF IT BEARS 11; 2: AN ORIGINAL. REQ STAMP AND SIGNATURE. ­­ Iflw[r? HEALTH AGENT APPROVAL DATE 7.8 ottorn SITE PLAN FOR JAMES G. 8c PATRICIA. A. JUMES LOT 299 43 ACRES AVENUE, WEST YARMOUTH, MA. DECEMBER 20, 2007 SCALE: 1 "=20' G3L@GOM[E RONALD J. CADILLAC, PLS, RS, P.C. APR 2 4 200E PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIA N° HEALTH DEP' P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 1 ©2007 BY R.J. CADILLAC LEGEND HB 1 HAND BORING LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS x 9.5 x15,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) :EXISTING CONTOUR -- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) 1B EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) ­­ Iflw[r? HEALTH AGENT APPROVAL DATE 7.8 ottorn SITE PLAN FOR JAMES G. 8c PATRICIA. A. JUMES LOT 299 43 ACRES AVENUE, WEST YARMOUTH, MA. DECEMBER 20, 2007 SCALE: 1 "=20' G3L@GOM[E RONALD J. CADILLAC, PLS, RS, P.C. APR 2 4 200E PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIA N° HEALTH DEP' P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 1 ©2007 BY R.J. CADILLAC