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Engineered Plan - 2013ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. m O 00 n 0 z z a" U 32.2 In R�0,j A 0 2.03 REAR HOUSE _ - - /--/2A53_.2 32,48 x 33 1 WATER SERVICE IHORS"� 32.26 r 1 32,7 \ _52.8 I 33.2 MAY ENCROACH 32,5 X32, AFOOT OR �- ' i R\ 12,x, 32 09MORE ON LOCUS x 33.5} 32.9 4.Q `30 PROPERTY 32 N 84'2411�i E 32,7- 33.2 x 3�0�� 00. KEEP LEACHING x 32,1 \ 120.00 � i 32.9 ��'• 13' OFF 'LOT 1_ �� 1 ,�'� 32'9 w LINE AS SHOWN 'G 32.5 _ ?_3�� 32.8 S`T x 32.2 \ ���-�z,$ Ji ON p � x 32.6 � 4 � 32, x 319 �. DRIVE 0 .� 2.9 x �, 3 2.9 3 8 32.4 .. �. ::::....... 1 1 x 32.5 31.3 1 U'ISE S?;e, 3 ,0 30,9 ST O 1 11 121 i N�• 1 Crawl 14 i gasernent 1 , X � N /F ........... 40'-7" 1 ................. 3110130,93 ........... pverhon 1 �hoJ 32,7 0 AN AGN OS N o �3 0, 5 1.. s , y 1�� � 13'', U: x 30.8 11 Deck , c0 1 Exist. Wd ,�'x2 31.9 ' 31,5 __ - 1` 25-11"-,� RESE%'S�$ 13' m1 30,3 \ �T5 J�X11 { 31, i,13 ::iJ�.':••0-ter ,/v a� FZJ�' 29,8 30.8 s �. `'� �t�SE��' TH 1 x 31.8 1k 0,7 X •:.'29. - j.2''�'ine �-'� �1.2 30,21 303 28.8 x..28,9 , 29.6 x 30,3 x N jF x 307 x 30,7 31.0 I CAMP 28 L O T 11 30,3 X 30 20, 6 / 6± S. F. X _---X X306'co 26.2X X•-k-�'0,� o --� X -`- 26----,a w o - �s X X„ 0.0 SSI"-• LIN 144.43' S 84'2411" W N /F NEVES : NOTE FENCE NOT NEAR LOT LINE BENCH MARK --TOP & CENTER OF CONC. BOUND= 32.03 ASSIGNED BENCH MARK -TOP, BACK, CENTER SEPTIC TANK=31.24 ASSIGNED I T 1 LEGS TESTHOLE HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G-- GAS LINE MARKINGS x 9.5 X8,7 EXISTING & -PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR -- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) N /F CAMP JOB NO. Y13-11 NOTES Powers.dwg _ 1. LOCUS IS A.M. 46, PARCEL 58. FB28/45 S813/7 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.. 7. INLET TEE TO PROJECT DOWN IV% OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -'BOX. FOR ECUAL 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. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON TANK, 1 ON D -BOX, 2 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, ''OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 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 •s\ Horse Pond �t Road � 0 0 NOT TO SCALE LOCATION MAP IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND (FILL ANY EXISTING CESSPOOL/LEACHPIT. 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 5 .AND LOCAL REGULATIONS. 0 31 2 TEST HOLE DATE: March 28, 2013 6" EVEN OUT EXISTING PERFORMED BY: Ron Cadillac, Soil Evaluator GRADE IN LEACH AREA. WITNESSED BY: Amy Von Hone, RS, CHO 9" PERC RATE: 42'-00"/inch (B layer) SOIL SURVEY(1993): Carver coarse sand 26"a GEOLOGIC MAP(1986): Harwich ou`twash plain deposits 27" Invert .34.12± CExist.op Found. 13 HI -CAP. INFILTRATORS Invert 29.83 WITHOUT STONE Existing Invert 29.55 Use Gas Baffle 29,83 Proposed Top=Peaston-e=26:$ r--- `- j--) Existing S=1 /8"/ft S=1 /8"/ft L,/� 3" Max. � Inspection Port 1000 Gal. i min: l�T ■ Septic Tank i ---------- 132" 2$.5 Invert 29.72 Invert 29.42 8,3' Bottom A layer 10yr 3/2 sandy loam E layer1Oyr 4/2 loamy sand B layer 10yr 6/8 loamy sand C layer 10yr 6/8 coarse sand no water 30.4 28.9 20.2 6 Stone or Compact Proposed Proposed Bottom TH1=20.2 DESIGN :DATA < CD BEDROOMS: 4 LEACH AREA GARBAGE GRINDER: No USE 13 'HIGH CAPACITY INFILTRATORS_ IN!_ TWO_ROWS,__ _REQUIRED CAPACITY: - -- --- --AS -440--GPD------ - SHOVYN. USE 6 IN A 37'-6" X 2'-10" X 11" TRENCH EXISTING SEPTIC TANK: 1000 GAL, AND 7 IN A 43'-9" X 2'-10" X 11" TRENCH. EFFECTIVE TRENCH LEACHING AREA: 633 SF 7.79 SF/LF X.6.25'/UNIT=48.69 S.F/UNIT 13 UNITS X 48.69 SF/UNIT-633 SF(EFFECTIVE) DESIGN CAPACITY: 468 GPD FLOOR PLAN S [(633 SF) X .74 GPD/SF] Yarmouth Health Department V71D N }nee Date zo'..,1' - ,fir: -T 11666 MAR 2? 2013 HEALTH DEPT. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE IIS FLOOR NOT TO SCALE 2ND FLOOR DNRM KIT. SUNRM LIVRM OPEN TO BELOW BATH BDRM I BDRM I DEN ONE FINISHED ROOM IN BASEMENT SITE PLAN FOR JOHN J. 8c CHRISTINE J. POWERS LOT 11, 12 HORSE POND ROAD, W. YARMOUTH, MA MARCH 28, 2013 SCALE: 1"=20' RONALD J..CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775--9700 PAGE 1 OF 1 ©2013 BY R.J, CADILLAC