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HomeMy WebLinkAboutEngineered Plan - 2017i 17-07 ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. I JOB NO. NOTES Donoghue.dwgdwg NOT TO FB33/14 SB14/30 SCALE BENCH MARK --SPIKE SET DOWN 1" 1. LOCUS IS A.M. 66, PARCEL 27. IN GROUND= 24.50 ASSIGNED 2. ELEVATIONS SHOWN ARE ASSIGNED. N /F 3. -LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM -DATED .JULY 16, ,2014. 0 Kaycee's 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Way OF GREENE 5. MUNICIPAL WATER. IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. mBENCH MARK--N.W. CORNER OF 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 3 d 'oCONC. BULKHEAD=26.16 ASSIGNED 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". � o LID (AT WHITE PAINT SPOT) 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW M N 3320" W I D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 81 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. J4,40 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING EL 138.36 i 24,21 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 24,53 11. IF UNSUITABLE -SOILS, OR .SOILS .DIFFERING FROM THE SOIL LOG ARE FOUND, 1 t .:`'•F -i'/ "'•• + 24,46 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. NO GRADE SHOTS :,SNFOT':12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IN REAR OF LOT 25.13 ® t 4 ;50 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 + 24,94 t 2 / �+ 24.73 t 13. PUMP AND FILL ANY EXISTING CESLUSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, 1 AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) S 25 5 `. + 25.' 0 t 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATION 0 . 10' + 24.41 t I TEST HOLE DATE: June 29, 2017 5" 124;7 REDUCE GRADE BY 6" PERFORMED BY: Ron Cadillac, Soil Evaluator OV ; '` 4 + 25.5 ► + 25.81 ;� WHERE SHOWN WITNESSED BY: PERC RATE: Amy Von Hone, RS, CHO 8" <2'-00"/inch (B layer) °' t + 24t�4 i SOIL SURVEY(1993): Carver coarse sand 22"� 24" w Invert 23.58 GEOLOGIC MAP(1986): Harwich outwash plain deposits �,`. \ 26.861 5 0 - Top Found. Existing PVC g 19 ADS ARC 36HC ,' �V i� ,' ��� ��• N i I Invert 23.44 Invert 22.79 CHAMBERS o i N/F r;, 0 4`.\ �`�\ �� �� C � TH 1 '' :ao 1 x i0' R626 Existing PVC U eProposed Gas Baffle Invert 22.33 Top Units=22.7 � `� T.O.Y. '- ``.\ �' J ei :: �`\ .�� �- 4 t ! 24,4 I S=1/4"/ft 9 min. cover Proposed. Filter Cloth O��'�p �� :.. + 26.55 ; Proposed S=1 /8"/ft+ 3" Max. S=1 /$"/ft Inspection Port Invert 23.04 1500 Gal. min. "^" �C:) ° Proposed Septic Tank . A/0 layer 10yr 3/3 sandy loam E layer 10yr 5 2 loamy sand 24.8 B layer 10yr 5/8 loamy sand 23.5 C layer 2.5y 6/6 coarse sand + 53� +, 6. ► 10.75 120 no water 15.5 02 + 24.87 26- t i Invert 22.26 21.36 \� 25.76 1 1 ! invert 22.50 Proposed 5 8' Bottom LOT 7 \ X44 �v / 25.45 � ' 6 Stone or compact Proposed ` i 1 21 ® 2 �' t i- 5'-�-- 20' t-- 26' --t t n' �-- 4 --� Bottom TH1=15.5 �- c i Light i j I i 1 l I I Q I 7' ! .J �. i 1 25,47 Pole ,,, t < 19, 04 25.6,)"' QI DESIGN DATA `� + 24474,11 O BEDROOMS: 3 i a i 24.86 GARBAGE, GRINDER: No LEACH AREA t i REQUIRED .CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 15D0 GAL. USE 19 ADS ARC 36HC CHAMBERS IN tI EFFECTIVE LEACHING AREA: 456 SF ODD SHAPED 8'-8" BY 35' BY 10.75" DEEP 24 ,7 , ! 4.80 SF/LF X 5'/UNIT=24 S.F/UNIT LEACH BED, AS SHOWN. t 98 54' tt + 2 ,24 I 19 UNITS X 24 SF/UNIT=456 SF(EFFECTIVE) St813320 E F A p�0 23,89 DESIGN CAPACITY: 337 GPD on i5 \ �' % 24.07 [(456 SF) X .74 GPD/SF] EXIST. FLOOR PLAN --- ®3.83 NOT TO SCALE ,� UTILITY ----- 23.94 DEN BATH - BATH 4.03 KIT. BDRM YC EE)S 2� �4--"24.15 -BATH + 24.24 GAR. rLVRM BDRM BDRM Q Yarmouth Health Department -APPWD aurae Date Z� a t. � /' SITE PLAN JUN 30`x'17 FOR HEALTH DEPT THIS PLAN IS A VALID COPY ONLY IF 1T BEARS rr fft� RIGI A T N SIGNATURE. JOHN KEVIN & KATHLEEN ANN DONOGHUE, TRE. 7P/- C � 7 - 5W? OF F 4 LOT 379 56 KAYCEE'S WAY, W. YARMOUTH, MA LEGEND o���H MgSsgc�G O�,�j� o MgSsgc'yG JUNE 30 2017 SCALE: 1 �'-20' TH 1 TEST HOLE LOCATION, NUMBER RONALD s RONALD N W WATER LINE MARKINGS o JAMES �, a JAMES CADILLAC CADILLAC N E OVERHEAD ELECTRIC WIRES (IF SHOWN) # 1060 -13 #135779 9.5 x25,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ctsT?1k t ° ss\°tee " RONALD J. CADILLAC, PLS, RS, P.C. EXISTING CONTOUR NAy-\P'N ""/ ` q4O suR4 B® o �I�t PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN PROPOSED CONTOUR UTILITY POLE (IF SHOWN) P.O. BOX 258 ® EXISTING DRAINAGE CATCH BASIN i WEST YARMOUTH, MA 02673 x - FENCE (IF SHOWN, NOT ALL SHOWN) -DATE (508) 775-9700 PAGE 1 OF 1 HEALTH AGENT APPROVAL ©2017 BY R.J. CADILLAC