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HomeMy WebLinkAboutEngineer Plans - 2020ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY 5' (5' PROVIDED). VARY LEACHING TO BASEMENT BY UP TO 5' (15' PROVIDED) 310 CMR15.211 (1). 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 310 CMR 15.212. 3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. JOB N0: Y19-17 0 NOTES Berube2.dwg o m 1. LOCUS IS A.M. 29, PARCEL 140. FB34/43 FB34742' 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM20 AND VERTCON. > 3. LOCUS IS IN FLOOD ZONE X(<0.2% RISK) AND AE(11) ON FIRM DATED JULY 16, 2014. 3° 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 174" PER FOOT_ (UNLESS NOTED) BrewsterRoad m 5: MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100` ARE ON TOWN WATER. a & COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. o 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. 1F TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9., DEPTH OF COMPONENTS NOT TO EXCEED 3, OR VENTING MUST .BE PROVIDED. NOT TO 'rrnicoc. of n I Io: rnvrec Tn R" ocl nw. connr__1 nki r%_onv O'nni I rnrurnfr SCALE A layer loyr 373 sandy loom B layer 10yr 5/8 sandy loam 9.0 C1 layer 10yr 674 silt loam 5.8 C2 Mayer.l0yr 67. silty clay loam Did not break intoe 5(�g8---------- 24 190 -3.3 X /I}�-} - sand. --Do not 10� / of t0•12 5 12.57 %��, .13.6 �' O BASINS NOT T use for water table 8 TH 1 13.08 13.41E / . 12. TIED TO WATER Invert 9:70 7.7 Invert 9.90 ^ 13 5 BODY proposed 4,' Bottom �T HOLE 13 .:' � + 13 46 6" 'JtflrtE or CflrTaPgCt I 0.2L 10� \ ` v` -- 1:r_. AREA=10,80OtS x 0.9 L -5T I- i %--`I',-i ::High Groundwater=3.7 QC 6 ` ...°' et`�' , 10. 4 I I. !-71 3 0.4'of 0.7 AdJ'ustment DEPTH (inches) ELEV.(feet) cz t I < December 2079 3:4335: 3 �"f e } IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15:255(3), TEST HOLE 1 ro Zone A Observed. 13. PUMP AND FILL ANY EXISTING CESSPOOLAEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, 26 llv� oc PERFORMED BY: Ron Cadillac, Soil Evaluator x 1 {j AND STONE IN LEACH AREA; AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5. AND LOCAL REGULATIONS DEPTH (inches) ELEV.(feet) 125 WITNESSED BY: Philip ,Renaud, Inspector A layer loyr 373 sandy loom B layer 10yr 5/8 sandy loam 9.0 C1 layer 10yr 674 silt loam 5.8 C2 Mayer.l0yr 67. silty clay loam Did not break intoe 5(�g8---------- 24 190 -3.3 X /I}�-} - sand. --Do not 10� / of t0•12 5 12.57 %��, .13.6 �' O BASINS NOT T use for water table 8 TH 1 13.08 13.41E / . 12. TIED TO WATER Invert 9:70 7.7 Invert 9.90 ^ 13 5 BODY proposed 4,' Bottom �T HOLE 13 .:' � + 13 46 6" 'JtflrtE or CflrTaPgCt I 0.2L 10� \ ` v` -- 1:r_. AREA=10,80OtS x 0.9 L -5T I- i %--`I',-i ::High Groundwater=3.7 QC 6 ` ...°' et`�' , 10. 4 I I. !-71 3 0.4'of 0.7 AdJ'ustment DEPTH (inches) ELEV.(feet) cz t I < December 2079 3:4335: 3 �"f e TEST HOLE DATE: December 17, 2019 0 24" DESIGN DATA ro Zone A Observed. 26 llv� oc PERFORMED BY: Ron Cadillac, Soil Evaluator x 1 Water=3.3 WITNESSED BY: Philip ,Renaud, Inspector T N/FNO y � 5P GRADE CHANGES ARE PROPOSED. FERC RATE: <2'-00"/inch(C1 & C2 layers-TH 2) 3 1 SOIL SURVEY(1993): Carver coarse sand 42" ..:' Y6' FORSTHUBER 12.51 {"11 7 _ - GEOLOGIC MAP(1986): Harwich outwash plain deposits No - - _ 12.3 G 41 0�� �'dQ y Q�./ .12 Top 330 GPD LEACH AREA 1 P12.7. x 27 12.37 Q Tope Found: Invert 1.0.47 2--500 GALLON DRY WELLS ! O 1 6 QPM H-10 Existing Use Gas Baffle Invert 9.73 Tap Units=10.53 80" 500 GALLON DRY WELLS, AS SHOWN 52" K 12A2 13.01 13. 11. Proposed 10.10 Filter Cloth LEACH AREA: ti--- 11.18 �Q• : ••. 13.09 WITH -2.5' OF STONE ON THE SIDES �� --------- Existing I 1000 Gal. I S=118"/ft „ �� 3" Max. S=1 /e/ft „-�"� r tnspection Port o5c�e;•" 4,0 BOTTOM AREA 293 SF AND V Invert 10.66 70"a a i 4 13.17 x 13.4 ' 133 1 SIDE AREA: (83')2'=166 SF- Existing I Septic Tank I FOR A TRIANGLE 6" ON BOTH SIDES. 2x42 ELAN & CODY, TRS.3 P L j CAPACITY. ------- ". A layer loyr 373 sandy loom B layer 10yr 5/8 sandy loam 9.0 C1 layer 10yr 674 silt loam 5.8 C2 Mayer.l0yr 67. silty clay loam Did not break intoe 5(�g8---------- 24 190 -3.3 X /I}�-} - sand. --Do not 10� / of t0•12 5 12.57 %��, .13.6 �' O BASINS NOT T use for water table 8 TH 1 13.08 13.41E / . 12. TIED TO WATER Invert 9:70 7.7 Invert 9.90 ^ 13 5 BODY proposed 4,' Bottom �T HOLE 13 .:' � + 13 46 6" 'JtflrtE or CflrTaPgCt I 0.2L 10� \ ` v` -- 1:r_. AREA=10,80OtS x 0.9 L -5T I- i %--`I',-i ::High Groundwater=3.7 QC 6 ` ...°' et`�' , 10. 4 I I. !-71 3 0.4'of 0.7 AdJ'ustment DEPTH (inches) ELEV.(feet) cz t I < December 2079 A sandy�foam72 B layer 10yr 578 loamy 'sand C1 IayerlOyr 674 coarse sand C2 layer 2 5y 674. sand w/clumps silt sand C layer 2.5y 672 coarse & fine sand w/trace :silt observed water _ 13.3 12.3 1 B. � - 9.0 5.4 3.3 •' \ TH 2 Musrc Den BdRm O� \A•. 150 0.8 2.66 �\ x � 5 : ` Rm Below ATTIC < , BENCH MARK --CORNER OF 3.3� \ BRICK STEP=14.64 NAVD88 10 " 26'+ 5' \` 0 x BdRm Computer `` �,-8„ x 12 / w Kit. BdRnn Rm `✓, N/F Bath Bath' BENCH MARK --SW CORNER 9F 12 8 " • DInRm G3`\ '+ 6 CONC. BULKHEAD=14.52 NAVD88 57 ' 130YAN & BRAY t Deck an N/F End Porch 1ST FLOOR Roof I Roof 2ND FLOOR- \ �` FRAITES EXISTING FLOOR PLAN 3r- JUN 03 2020 NOT TO SCALE (IIF SITE PLAN HEALTH DEPT WALSH THIS PLAN IS A VALID COPY ONLY IF IT BEARS FOR LEGENI3 AN fa@l !NAL RED STAMP�4ND SIGNATURE. TEST HOLE LOCATION, NUMBER RECOMMEND FENCE BE GAS LINE APPROX. (METER & GATE FOUND) MOVED 5' TO LOT LINE AT TIME OF CONSTRUCTION -W-- WATER LINE AT FOUNDATION --- OVERHEAD ELECTRIC WIRES (IF SHOWN) EXIST. & PROP. ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR Permit valid for REPAIR OF SEPTIC SYSTEM �.8 PROPOSED CONTOUR ONLY, due to State and Local septic variances. 9J UTILITY POLE (IF SHOWN) Board of Health review and approval is required for any future additions/renovations/alterations to ® EXISTING DRAINAGE CATCH BASIN sewage facilities and/or structures/dwelling, - x - FENCE (IF SHOWN, NOT ALL SHOWN) Yarmouth Health Department 0 TREE (IF SHOWN, NOT ALL SHOWN) APPROVED REV. 6/1/20 --REMOVE 6" X 8" X 8 1/2" TRIANGLE FRO ILE G 2 1 &j % 2p% Na D to RONALD . RONALD JAMES 'A JAMES CADILLAC " " CADILLAC #1 0 # 35779 �O OF t0� QFa187ER !qN ESS yl S'[NITARIP� l I 3U i� aFRO HEALTH AGENT APPROVAL r/-\[Vlr-L./-\ /A. OF_f\UL7 LOTS76 & 789 19 BREWSTER ROAD, W. YARMOUTH, MA FEBRUARY 4, 2020 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE(508) 775-9700 SAGE 1 OF 1 "C2020 BY R.J. CADILLAC 3:4335: eye �"f e x 138 12.9 �o ®7 DESIGN DATA ro Zone A Observed. llv� oc :_.• x 1 Water=3.3 12" T ;• y � 5P .. o.3ox 10 BEDROOMS: 3 PLUG HOLE __. _. ..:' Y6' © (,l _ 7 _ - GARBAGE -GRINDER:-- No - - _ 41 0�� �'dQ y Q�./ 3 REQUIRED CAPACITY: 330 GPD LEACH AREA .11.85 _ X 10,9 EXISTING SEPTIC TANK: 1000 GAL. USE 2 500 GALLON DRY WELLS, AS SHOWN 52" LEACH AREA: 460.7 S.F. BELOW, WITH -2.5' OF STONE ON THE SIDES N�F o5c�e;•" 4,0 BOTTOM AREA 293 SF AND V OF STONE ON. THE ENDS, EXCEPT 70"a a i � 1 SIDE AREA: (83')2'=166 SF- FOR A TRIANGLE 6" ON BOTH SIDES. 2x42 ELAN & CODY, TRS.3 i, ':: ` CAPACITY. 339 GPD 95" 13.9 459 SF X 0.74 GPD/SF BOTTOM AREA=293 SF PERIMETER=83' 8+ 772" 13. x. 14.0 Oak 9p' .- i^\\ f 18 0 a 112" 13 O / ` IQ \\ 120 LivRm Open to ai x\ y. pro. \\ A sandy�foam72 B layer 10yr 578 loamy 'sand C1 IayerlOyr 674 coarse sand C2 layer 2 5y 674. sand w/clumps silt sand C layer 2.5y 672 coarse & fine sand w/trace :silt observed water _ 13.3 12.3 1 B. � - 9.0 5.4 3.3 •' \ TH 2 Musrc Den BdRm O� \A•. 150 0.8 2.66 �\ x � 5 : ` Rm Below ATTIC < , BENCH MARK --CORNER OF 3.3� \ BRICK STEP=14.64 NAVD88 10 " 26'+ 5' \` 0 x BdRm Computer `` �,-8„ x 12 / w Kit. BdRnn Rm `✓, N/F Bath Bath' BENCH MARK --SW CORNER 9F 12 8 " • DInRm G3`\ '+ 6 CONC. BULKHEAD=14.52 NAVD88 57 ' 130YAN & BRAY t Deck an N/F End Porch 1ST FLOOR Roof I Roof 2ND FLOOR- \ �` FRAITES EXISTING FLOOR PLAN 3r- JUN 03 2020 NOT TO SCALE (IIF SITE PLAN HEALTH DEPT WALSH THIS PLAN IS A VALID COPY ONLY IF IT BEARS FOR LEGENI3 AN fa@l !NAL RED STAMP�4ND SIGNATURE. TEST HOLE LOCATION, NUMBER RECOMMEND FENCE BE GAS LINE APPROX. (METER & GATE FOUND) MOVED 5' TO LOT LINE AT TIME OF CONSTRUCTION -W-- WATER LINE AT FOUNDATION --- OVERHEAD ELECTRIC WIRES (IF SHOWN) EXIST. & PROP. ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR Permit valid for REPAIR OF SEPTIC SYSTEM �.8 PROPOSED CONTOUR ONLY, due to State and Local septic variances. 9J UTILITY POLE (IF SHOWN) Board of Health review and approval is required for any future additions/renovations/alterations to ® EXISTING DRAINAGE CATCH BASIN sewage facilities and/or structures/dwelling, - x - FENCE (IF SHOWN, NOT ALL SHOWN) Yarmouth Health Department 0 TREE (IF SHOWN, NOT ALL SHOWN) APPROVED REV. 6/1/20 --REMOVE 6" X 8" X 8 1/2" TRIANGLE FRO ILE G 2 1 &j % 2p% Na D to RONALD . RONALD JAMES 'A JAMES CADILLAC " " CADILLAC #1 0 # 35779 �O OF t0� QFa187ER !qN ESS yl S'[NITARIP� l I 3U i� aFRO HEALTH AGENT APPROVAL r/-\[Vlr-L./-\ /A. OF_f\UL7 LOTS76 & 789 19 BREWSTER ROAD, W. YARMOUTH, MA FEBRUARY 4, 2020 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE(508) 775-9700 SAGE 1 OF 1 "C2020 BY R.J. CADILLAC