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HomeMy WebLinkAboutEngineered Plans - 1995I ALL. LOTS WITHIN 100 FEET OF PROPOSED SEPTIC SYSTEM ARE ON TOWN WATER. RTE 28 VARIANCES REQUESTED DETAIL 1 20 p �. „ ca ° 1. VARIANCE FOR A WALL INSTEAD OF NATURAL `t�1 rn Wilfin Rd BREAKOUT. \ tick Gardiner 2. VARIANCE OF A 25' ALL AROUND REMOVAL ��� Lane TO BE 5' ALL AROUND. ` INSTALL 6 INFILTRATORS AS SHOWN WITH .3 OF STONE ON �/� 3. VARIANCE OF THE FOUR FOOT SEPARATION ` �q�, THE SIDES AND 1 OF STONE ON THE ENDS FORA 40'-8 TO GROUNDWATER TO BE 3 FEET ABOVE CoC/ BY 9 BY 6 DEEP LEACH AREA. (SEE DETAIL TO RIGHT) OBSERVED HIGH GROUNDWATER. 4. vARIANCE OF LEACHING TO BE 6.7' FROM A PROPERTY LINE. INSTALL 1000 GALL -ON H-10 PUMP ,, ® NO SCALE 5. VARIANCE FROM 100% RESERVE AREA. CHAMBER - INSTALL 8" CONCRETE RETAINING WALL 1' OFF PROPERTY LINE AS SHOWN. PROPOSED WALL IS 52' ALONG REAR LINE AND EXTENDS 30'-4" LOCATION MAF' x 7.J x 6.8 ALONG BOTH SIDES. LOT 3A �� 1 7. \.' +� REMOVE 15"± OF TOPSOIL UNDER AND 5' NOTES N ALL AROUND LEACHING AREA DOWN TO tea.•1. LOCUS IS A.M. 21, PARCEL K3C. SANDY SUBSOIL (PERCED Q 2'-30"/INCH.) REPLACE WITH CLEAN SAND TO EL. 8.11. 2. ELEVATIONS SHOWN ARE �O_ �• / c?•a ASSIGNED. Ln_ 7. �,� '� 3. LOCUS IS IN FLOOD ZONE A9(EL.10) v - \ (�G== "" 7.7 ON FLOOD INSURANCE RATE MAP DATED JULY 2, 1992. a� Gtr\ ���P' �� Pis• HB 5 \ +. 7.2 F / <7.5 6 1 ca�1 x 8.4 +SSA //�-- = 7 6 7.7 INSTALL 1000 GALLON H-10 SEPTIC TANK C g 'L -_ %®Q = = gj7 e BENCH MARK--- TOP CORNER OF 7 4 _ o -_ CONC. STOOP 7.83 ASSIGNED 76 s� \2 5400 SF s \ - 7 7.9 PUMP. AND FILL OLD LEACHING FACILITY-.- A T � -LOCATION NOT 0 TFIIS PLAN IS A VALID DOPY ONLY IF IT BEARS LOT 4CDETERMINEQ. AN ORIGINAL RED STAMP AND SIGNATURE. \ _ ,�7 \ x L.7 �\\ X 7.9 776 . BENCH MARK- TOP CORNER OF CAD°_1_/ ti INSPECTION REQUIREMENTS. �\\ .Jx o v CONC. STOOP = 7.99 ASSIGNED \ ` v S_ rosu��<� BOARD OF HEALTH REQUIRES R. J. `CADILLAC TO STAKE \ \\ % AND INSPECT CONSTRUCTION AT THE FOLLOWING TIMES: �\ �C 1. INSPECT AFTER EXCAVATION REMOVAL & WALL)3� TI F FOOTING \ 2. STAKE LOCATION 0 3. INSPECT FOOTING & REBARS PRIOR TO WALL POUR 7.6 4. INSPECT AFTER FORMS STRIPPED SITE PLAN 5. INSPECT AFTER CLEAN FILL DEPOSITED 6. INSPECT SYSTEM COMPONENTS AND PUMP, FOR INSTALLER TO PULL ELECTRICAL PERMIT FOR THE WIRING OF THE PUMP AND ALARM SYSTEMS. INSTALLER TO DEMONSTATE OPERATION OF PUMP AND OWAS CINDY ALARM SYSTEM TO R,J CADILLAC AT FINAL INSPECTION. TH BOYLE AVAILABILITY OF R. J. CADILLAC FOR INSPECTION PURPOSES q ©© YARMOUTH, I v HINGES ON TWO DAYS NOTICE OF ANTICIPATED WORK. 1 Af�► I AN 1 ��t�J T IYI LOT -C, 0 L , L GENA MARCH 29, 1995 SCALE: 1 20' TH 1 TEST HOLE LOCATION, NUMBER ---W WATER LINE MARKINGS RONALD J. CADILLAC, PLS, RS ----G--- GAS LINE MARKINGS __ E OVERHEAD ELECTRIC WIRES PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN U OVERHEAD UTILITIES P.O. BOX 258 x 7.9 8.9 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) WEST YARMOUTH, MA 02673 -6 - EXISTING CONTOUR - 8- PROPOSED CONTOUR _ (508) 775--9700 cob UTILITY POLE HEALTH AGENT APPROVAL. GATE PAGE 1 OF 2 (OVER) I ALL CONSTRUCTION TO MEET IF UNSUITABLE SOILS, OR SOILS SYSTEM PROFILE STATE SANITARY CODE AND DIFFERING FROM THE SOIL LOG TOWN OF YARMOUTH BOARD ARE FOUND, CONTACT THE ALARM & PUMP NOTES OF HEALTH REGULATIONS, BOARD OF HEALTH AND 1. ALARM TO BE WIRED BY ELECTRICIAN ON NOT TO SCALE R. J. CADILLAC. SEPARATE CIRCIUT FROM PUMP, 2. ALARM TO BE .LOCATED IN HOUSE. TOP REMOVE ,TOPSOIL .DOWN TO MEDIUM TO FINE SAND W/SILT (SUBSOIL) WALLCONC. MAIN 3. PUMP TO BE CAPABLE OF PASSING DIMENSIONS HOLD L. 8.8 FOR 5 ALL AROUND AND UNDER PROPOSED SYSTEM AND REPLACE TAPER WINGS 1-1/4" SOLIDS AND INSTALLED IN .STRICT WITH CLEAN COURSE SAND UP TO TOP PEASTONE AT ELEV. 8.1. CONFORMANCE WITH MANUF'ACTURER'S W/GRADES AS SPECIFICATIONS. 2" MIN. OF WASHED 3/8" PEASTONE SHOWN ON SITE PLAN: SEE SITE PLAN FOR EXISTING AND PROPOSED GRADES PROPOSED GRADE 9.1 use #5 rebars PROVIDE SANITARY TEE on 24" vertical DRILL WEEP HOLE ABOVE CHECK VALVE and horizontal ELEV. r PROPOSED GRADE 8.3 � 2„ pvc PROVIDE 1 MINIMUM OF COVER � spaceing--3" PROPOSED GRADE 7.9 INVERT 7.64 4» sch 40 pvc Amin. cover , � � 6", MIN. COVER � 8„ EXISTING GROUND q= n1 1 crawl - _� 3„ 6„ a�� 5 Removal =� --AAA _ � _Removal j space / s 4" sch 40 pvc I' CHECK VALVE 7.10 bottom 3' hS-.02 10 14 5.93 S=.02 INVERT 7.81 INVERT 7.60 3.0' �"' min 4' S. 1. ALARM ON 38"' - EL. 4.49 g„ INVERT 6.60 INVERT 6.18 5' 7" PUMP ON 34 P 5' 7„ �. �� h�hest observed ground water* 16„ PROPOSED PUMP OFF 2� EL. 4.10 -----) �`'`� USE MYERS MW50, 1/2 HP PUMP, OR EQUIVALENT APPLY ASPHALT MASTIC & 0.040 GAUGE POLY FILM LINER BOTTOM 1.68//'8' 6' BOTTOM 1.41 - g, 6„ oil PLUMBING TO BE RAISED AS IT EXITS HOUSE TO ELEVATION SHOWN. INSTALLER TO PLUG BOTTOM HOLES AND MAKE SEAM WATERTIGHT. *OTHER GROUND WATER OBSERVATIONS MAnF WITHIN .35n' nF I nC'II<;- 9/1 /94 3.6' 10C 11/21/94 3.7' 9D 3/23/95 4.1' LOCUS 21, 1' 19' 9" LEVEL VO - LEVEL j THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. SOIL LOG OF HAND BORING 1 ~' JAI FS TEST DATE: MARCH 23, 1995 o CADILLAC DEPTH EL. PERFORMED BY: RON CADILLAC v ,��#t1060�Q G 0 7.6 /ST WITNESSED BY: AMY L. VON HONE S"NITA0�� TOPSOIL PERC RATE: < 4 MINo,/IN 15" 6.3 WATER TABLE: 3.5' OBSERVED HIGH MED. TO FINE SAND DESIGN DATA, w W/ SILT Q 30" (SUBSOIL) NUMBER OF BEDROOMS: 3�BEDROOMS 36" - 4.6 GARBAGE GRINDER: (�"� 0 REQUIRED CAPACITY: 330 GPD"(110/BR) MEDIUM SAND SEPTIC TANK SIZE: 1000 GALLON 42' r serv_ed water 4.1 BOTTOM LEACHING AREA: 366 SF - (9' X 4.0.67') SIDE LEACHING AREA: 49.7 SF (:5' X 99.33 LF) 72 J 1.6 DESIGN CAPACITY: 403 GPD (366 SF X 0.83GPD/SF + 49.7 SF X 2GPD/SF) /9> DETAIL PLANS FOR THOMAS C. &CINDY A. BOYLE AT LOT 3-C, 12 GARDINER LANE, SOUTH YARMOUTH, MA MARCH 29, 1995 SCALE: AS SHOWN RONALD J. CADILLAC, FLS, RS PROFESSIONAL LAND SURVEYOR & REGISTEREDSANITARIAN R.O. BOX 255, WEST YARMOUTH, MA 02673 (508) 773--9700 PAGE 2 OF 2 (OVER)