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HomeMy WebLinkAboutEngineered Plan - 2000ki; r '14, ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 CVS a C 6 4 ca c m u; 241 c _ o CENTER PIPE 2'--10" SELOW RL ,5SELL,DWG Run Cadillac, Soil . Evaluator N /F HOESKE x 2: 26,82 x 21.1 ®2G.0� 20,7 x 21,6 a] S 8 �•55ddi' 'W 115.79° .�p- : hb� n. t ! 7 shown 14.125±S,F. C� I PAVE1? RI`JE x ?G 21 0 7,7 20,35 v �0.3 rn x 21,4CIDM 20.4G I C3 x 21,0 LI u► 7,4 W rn r- 1,2 3D, 27 20,9 C 6.0 x 217 TH 1 ,1,1 20,8 6.0 x 20.E 0,5 20,51 `` 51 115 20.6 OM '14, ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 ----W— JOE. NO. Y010-36 TEEN HOLE DATE: Nov, C':,., 2000 Invert 19.70 CENTER PIPE 2'--10" SELOW RL ,5SELL,DWG Run Cadillac, Soil . Evaluator � E WITNESSED B1': Arny L.,. Von Hann, RS S 2# 3 [ I �3 I- LOCUS IS A,M. r55 PARCEL 291. Q ":arver ccrorse sand x 2 .5 ` ' 2. ELEVATION` SHr,WN ARE ASSIGNED. Harwich outwa0i plain deposits 16, r_._.__ Invert 21;.02 3, LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUINE 17, 1 20:. PROPOSED—REPUUMk� 4. ALL PIPES. TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NUTE:D; � 5, MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 117,2' 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED;', r 7. INLET TEE TO PROJECT DOWN 13", OUTLET' TEE DOWN 14". S. IF TWO OR MORE LINES, WATER TEST D–BOX FOR EQUAL FLOW 1?• I� x 2 $ D–BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOT TO -rH'9. DEPTH OF COMPONENTS NOT Tr I EXCEED 3', OR VENTING MUST BE PROVIDED. � $CALE , • m o BUILD UP COVERS TO WITHIN 1 OF GRADE. MORTAR CHIMNEYS IN PLACE. .. a ONE COVER OF TANK 'TO BE WITHIN 6" OF GRADE. ,�,,, b h L�dATI�� MAP TONE ON TOP' s2 10, STONE TO BE DOUBLE WASHED 3/4 TO 1 -1/2 WITH el MIN. 1 /u 1U 1/- PEAS y 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL, LOG ARE FOUND, L �1CONTACT THE; BOARD OF HEALTH, OR R.J. CADILLAC. 1 12, IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FUR' 5' AROUND AND UNDER LEACHANG TEST HOLE I I 1 21,4 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFIC ATIONS OF 310 CMR 11E?.2553.,. 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS, DIRECTED BY HEALTH AGENT. DEPTH (Inches) ' Use Goa Htaffle 3 DRY WELLS Invert 18,€ 0 11 21.4' �? �{ f 20. �= PIMPO*;ed' 112" $�(,.° S�.Ir4„/'ft g m,in. cover 19.`.}= Top Conc: I°ir �nr�y�,�k1 20 31� ' w'=1 /4"/ft 19.3= Top Peastone 1210” � r '14, ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 ----W— REPLUMB SEWER T-0 EXIT WITH TEEN HOLE DATE: Nov, C':,., 2000 Invert 19.70 CENTER PIPE 2'--10" SELOW PERFORMED BY; Run Cadillac, Soil . Evaluator � TCF' OF FOUNDATION. WITNESSED B1': Arny L.,. Von Hann, RS shy 21'2 PERC RATE: <2'-00"/inch (C Iayer) t x 21,1 L 27i r Z 01L SURVEY('1:993): ":arver ccrorse sand x 2 .5 ` ' TOP FOUND. GEOLOGIC MAP1'-IS 6,.: Harwich outwa0i plain deposits 16, r_._.__ Invert 21;.02 InwPut '10.45 PROPOSED—REPUUMk� ' Use Goa Htaffle 3 DRY WELLS Invert 18,€ 0 11 21.4' �? �{ f 20. �= PIMPO*;ed' 112" $�(,.° S�.Ir4„/'ft g m,in. cover 19.`.}= Top Conc: I°ir �nr�y�,�k1 20 31� ' w'=1 /4"/ft 19.3= Top Peastone 1210” � r . � 1 ----W— 5=�1 /B"/ft min. x 20.8 OVERHEAD ELECTRIC WIRES LIF SHOWN) Invert 19.70 15' 0 Gal. � Proposed 2411 0 UTILITY POLE (IF SHOWN) EXISTING DRAINAGE CATCH BASIN g7 43' y jer 21,5 i Invert 18.€.7 Invent '18.70 u= 1 r;'7 5' Bottom s • oef B4 , Sone 6"t I of GC111II)C ICProposeCl1 F'ropGtie,d t I I Iry I_ 3' if 20.4E T��` 16, r_._.__ 24' �� I I I I,�,' Bottom TH2 ro BENCH MA K—TOF' MAG. NAIL SET ��c,?� x � IN F'AVEMEJT:;-- 22.26 ASSIGNED ' BEDROOMS: 5 LEACH AREA GARBAGE GRINDER: No � 9.6�i REQUIRED CAPACITY: 550 GPD USE .'a DRY WELLS ET 6, APART, {. J SEPTIC TANK: 150Q1 GAL. AS SHOWN, WITH 3' OF STONE AT BOTTOM LEACHING AREA: 5158,1 SF END'S AND 4' STI, --,,NE ON 'S(DES, [143.5 X 12.83';}] FOR A 43-6" X 12'-10" t" X 2' BENCH MARK—TOP MAG. NAIL SET SIDE LEACHING AREA: 225.3 SF DEEP LEACH AREA. IN PAVEMENT= 20.55 ASSIGNEE) { [2(12.83'4- 43.5) X 2' [ZEEP;] DES[GN CAPACITY: 579 GPD ® ' C(5,55.1 SF + 225,3 SF) X .74 GPD/SF] REDUCE GRADE BY 1/2' ON NORTH ENC? OF LEACH AREA. i THIS PLAN IS A V'ALIQ COPY ONLY IF IT BEARS AN ORIGINAL REG? .TAMP AND SIGNATURE. 'IPI 1 TEST HOLE LOCATION, NUMBER' ----W— WATER LINE MARKING$ E OVERHEAD ELECTRIC WIRES LIF SHOWN) 8.7 EXISTING &: PROPOSED ELEVATIONS 'CX' MARKS, POINT) EXISTING CONTOUR �– PROPOSED C_.ONTOUR 0 UTILITY POLE (IF SHOWN) EXISTING DRAINAGE CATCH BASIN X --- FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE IF SHOWN, NOT ALL SHOWN) IT - PLAID FOR 1;1q 0111111 q 144„ Fill E layer B Layer ELEV.(feet) 21.7 '11.44 no water TEST I4OLE 2 DEPTH (irwhes) ELEV.(feet) 0 _ A Dyer 10yr 2/1. sandy loam B Isstandyer yI 'ICr Garn5/6 22.2 k i i C laxer 2.Eq 6/6 medium sand I G6" no water 11.7 G3C�C�C �dIE 0 n V 0 6 2000 HEALTH DEPT. 0FM,4.ss9� LOQ' 29, 258 HIGGINS, CROWELL ROAD., W. YARMOUTH, I NA 4 NOVEMBER , 2000 SCALE., 1$$-2 ' #35779 t ssx°�e- �� SURD RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOAC 253 WEST YARMOUTH, MA 02673 DATE508) 775-9700 ,C)21300 BY R.u, CAC�ILLAC PAGE '1 E 1