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Home My WebLink AboutEngineer Plans - 2019FRONT YARD 30' SIDE YARD 20' REAR YARD 20' LOT COVERAGE 25% N N/F ARDEN �R y PA/V q �c�ST Ty E �/Tcy 0CT08 ER 2015 BENCH MARK --TOP & CENTER OF CONIC, BOUND=11.51 NAVD88 N/F ARDEN LEGEND " 1 TEST HOLE LOCATION, NUMBER -W- WATER LINE MARKINGS ---E- OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR -8- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN - FENCE (IF SHOWN, NOT ALL SHOWN) REV. 12/29/20 --FENCE & LIGHT POLE ADDED REV. 11/04/20 --WORK LIMIT & SWALE REV. 10/29/20 --GARDEN & LANDSCAPING ADDED REV. 10/14/20 --BUYER, HOUSE, WETLAND LINE, GRADES N/F SNOWDEN 5 SOT 1 B UPLAND- 40,025tS. F. WETLAND=15,380±S.F. TOTAL AREA=55,405tS. F. ABANDONED BOG 4 ,A� 0.1 i Proposed 14'8 0 0 Proposed 5.4' 5' TESTDOLE DATE: Feb. 11, 2016 & March 27, 2019 12" JOB NO. Y20-13 PERFORMED BY: Ron Cadillac, Soil Evaluator 4/2 NOTES McCarthy2.dwg WITNESSED BY: Amy Von Hone & Philip Renaud layer 2.5y 1. LOCUS IS A.M. 132, PARCEL 74.3. 1 FB 34/23 SB 14/5+56 <2'-00"/inch (C2 layer--TH 2) observed water 22.0 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM4 & VERTCON. Eastchop loamy sand 24" und. SDW252 Zone A 3. LOCUS IS IN FLOOD ZONES AE(EL 12); AND HOUSE IS X(OUTSIDE 0,2% RISK) ON FIRM DATED JULY 16, 2014, PROPOSED TOP FOUNDATION IS 2' ABOVE HIGH POINT IN ROAD 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) zLOCUS AVERAGE NATURAL GRADE AT STREET SIDE OF FOUNDATION=18.0 2--500 GALLON DRY WELLS 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. cr H-20 330 GPD teptic 6. COMPONENTS TO BE AASHTO H-10, ONLESS NOTED. h. MAXIMUMI BUILDING HEIGHT= 18 + 35 =53 Proposed Top Conc.=17.8 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". A 13' x 25' Top Peastone/Filter Cloth BOTTOM: 25' X 13'=325 SF 8. IF TWO OR MORE LINES, WATER TESTiD-BOX FOR EQUAL FLOW ROTE SIDE: (25' + 13')2 X 2'=152 SF 70 1500 Gal. D -BOX EXIT PIPES TO BE LEVEL FOR'FIRST TWO FEET. 6 128" 353 PD 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO N S COVERS: BUILD UP COVERS TO 6" BELOW GRADE -2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCALE • a38 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1 8 TO 1 2" PEA STONE ON TOP. / / / LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 9s' ± CONTACT THE BOARD OF HEALTH, OR R.J, CADILLAC. 12, IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 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) ELEV.(feet) 14 ALL CONSTRUCTION TO MEET TITLE SAND LOCAL REGULATIONS 1 o4pR �Jei�� I151 wETLA UPLAND ,�;,.m, i� OR �o 4/4#', 04� MIXED HYDRANGEA, HOSTA, PERENNIALS a. �` X11% j `)00 r it /' LAWN �8 x 137 J tea' NP�M\P� o?h2d1 SWA 12 ~. �'. 12.2 �, "-- - a WA �m 2' P RENNIALS s 1-7 • 13: �- - _y �,S'� ° ��'i - ROC / ,HOSTA, PERENNIALS 1 1071 LAWN 16 x 15,a-- I & ROCK GARDEN PLANTS -- - I I / / 15.--"1 i g4 _7 2- _ a �� Pro ROP. 8 r 1 - i BLOCK x 1�.9 / / --PROVIDE SWALE 4' OFF P• r 14j4 PATIO 1 / OT LINE TO KEEP RUN DOWNSPOUTS + 179 ;.. • • ' " Deck " U I LAWN / TO PROP. DRY WELL �� q•; 225ts.t. Innn j ' N OFF ON PROPERTY USE 4' DEEP PIT / 1 10- T - / W/2' OF STONE ( TO PR PLACE IN SAND `�� '- + <<,.i ��// � � 1s`'"' `•' / BELOW SILTY CLAY / 10 PROPOSED + t RUN DOWNSPOUTS `(( .• 3 BEDROOM DWELLING �;., 10 OP. DRY WELL GARAGE +,., ( li - - -USE 4' DEEP PIT 1890±SF (Shaded) W/2' OF STONE ....... , // / PLACE, IN SAND BENCH MARK --TOP OF SPIKE SET 1g DOWN 1"-19.36 NAVD88 :, ..L 65tsA // ELOW SILTY CLAY (NEAR WELL PIPE) 70v s., . ....3a •.• zj% 1 OFF LOT u a REVEGET tE WITH PERENNIALS LA �7' AND GROUND COVERS TO 6' l x 20.9 23"Maple BENCH MARK --TOP & CENTER 10 2 CONC. BOUND=20.30 NAVD88 x 21. 3 x 21.3 C �o = 17,R 19x3 •::•'.•' 19x2 / I ,c =149.38' r NYi�Sr 32.72' A= 60.47' Fenqe Light oe '6• S� 0"'W ` 20 +. j 9 1 V)� 0.7Q.1i t x 18,7 ----�. �E �E 'T�T�4 HIGH POINT IN ROAD=20,0 N/F SNOWDEN I I FRONT PORCH MUST BE ON PIERS '_ PROVIDE SWALE TO KEEP RUNOFF ON PROPERTY,, FOUNDATION DESIGN BY OTHERS 14.5 silty clay loom r, 11.8-Sa----ndTH--- 1- 4 - _ 2A11 N/F SNOWDEN A layer 10yr 3/3 loam B layer 10yr 4/4 loam C1 layer 10yr 4/2 silty clay loam C2 layer 2.5y 6/3 medium sand observed water 16.8 15.8 8.8 18.3 24"TEST HOLE 2 Invert 16.80 1- DEPTH (inches) ELEV.(feet) Invert 17.21 6" Proposed 14'8 0 0 Proposed 5.4' 5' TESTDOLE DATE: Feb. 11, 2016 & March 27, 2019 12" loam PERFORMED BY: Ron Cadillac, Soil Evaluator 4/2 r- 1 2- i High GW=9.8 WITNESSED BY: Amy Von Hone & Philip Renaud layer 2.5y HGW=9.4 PERC RATE: <2'-00"/inch (C2 layer--TH 2) observed water 22.0 1' USGS Adjust. February 2016 SOIL SURVEY(1993): Eastchop loamy sand 24" und. SDW252 Zone A GEOLOGIC MAP(1986): Harwich outwash plain deposits TH 3=8.9 Test Hole 1=8.8 BEDROOMS: 3 92 Invert 17.45 2--500 GALLON DRY WELLS 60" LEACH AREA Use Gas Baffle H-20 330 GPD teptic H-10 !Proposed Invert 17.04 1500 PAL, /ft 9" min. Cover Proposed Top Conc.=17.8 96 477 SIT 4' OF STONE ALL AROUND, TO MAKE A 13' x 25' Top Peastone/Filter Cloth BOTTOM: 25' X 13'=325 SF Proposed S_'1 /4"/ft S=1 /4"/ft -17r / s" Max. SIDE: (25' + 13')2 X 2'=152 SF 70 1500 Gal. "'d 128" 353 PD Septic Tank _ _ „ A layer 10yr 3/3 loam B layer 10yr 4/4 loam C1 layer 10yr 4/2 silty clay loam C2 layer 2.5y 6/3 medium sand observed water 16.8 15.8 8.8 18.3 24"TEST HOLE 2 Invert 16.80 1- DEPTH (inches) ELEV.(feet) Invert 17.21 6" Proposed 14'8 0 Stone or compact Proposed 5.4' 5' layer 10yr 4/4 loam Bottom 12" 4/2 r- 1 2- i High GW=9.8 C2 layer 2.5y HGW=9.4 medium sand observed water N 0.5' USGS Adjust. 1' USGS Adjust. February 2016 DESIGN DATA < March 2019 (D AlW 247 Zone A SDW252 Zone A 34" TH 3=8.9 Test Hole 1=8.8 BEDROOMS: 3 GARBAGE GRINDER: No LEACH AREA 60" REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 PAL, USE TWO 500 GALLON DRY WELLS WITH APPROX. 140) LEACHING AREA: 477 SIT 4' OF STONE ALL AROUND, TO MAKE A 13' x 25' 78 BOTTOM: 25' X 13'=325 SF BY 2' DEEP LEACH AREA. 122„ SIDE: (25' + 13')2 X 2'=152 SF DESIGN CAPACITY: 353 PD 5' REMOVAL „ [(477 SF) X .74 GPD/SF] 128 CALL RJ CADILLAC FOR INSPECTION OF SEPTIC SYSTEM WHILE COVID19 RULES APPLY. RUNOFF NOT TO BE INCREASED TO ADJACENT PROPERTIES, ROADWAY, OR WETLAND. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGI ED STAMP D SIGNATURE. RONALD JAMES CADILLAC # 1060 RONALD JAMES CADILLAC ,# 35779 HEALTH AGENT APPROVAL DATE A layer 10yr 3/3 loam B layer 10yr 4/4 loam C1 layer 10yr 4/2 loam C2 layer 2.5y 6/3 medium sand observed water 19.0 18.0 16.2 14.0 8.8 83 DO 5 ALL AROUND AND UNDER REMOVAL 78 DOWN 5' TO 8 1/2' TO MEDIUM SAND. TEST HOLE 3 DEPTH (inches) ELEV.(feet) 0 10" 32" 100" 134" Yarmouth Health Department OVED za--M148" Name bate A layer 10yr 3/4 loam B layer 10yr 5/8 loam C1 layer 10yr 5/4 silty clay C2 layer 10ry 6/6 medium sand observed water SITE PLAN FOR PAUL J. & LINDA R. MCCARTHY LOT 1131 65 WINTER STREET, YARMOUTHPORT, MA MAY 24, 2019 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 C)2020 BY R.J. CADILLAC PAGE 1 OF 1