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HomeMy WebLinkAboutEngineered Plan - 2016ALWAYS ROBERT DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. STEAD JOB NO. Y16-26 7 AI/1\A IIOIVC VA0AA/111TLJ0/lDT AIA OTT1NGHAM DRIVE � � 1. NOTES Stead.dwg LOCUS IS A.M. 151, PARCEL 20. FB31/24 SB14/19 � a 2. ELEVATIONS SHOWN ARE ASSIGNED AND BASED 1998 DCE PLAN BENCHMARK. M 21'49 ' - - - - �� - - - 18,93 3. LOCUS 1S IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. x - 2 21.9 1 / -1-8- j 17.88 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) o ° 23'57 22,16 1 19.04 18.77 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. m 9 18,90 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 22 22.88 S 89'47'50" E 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Z / 85 59 18,8 8. IF TWO OR MORE, LINES, WATER TEST D -BOX FOR EQUAL FLOW a / D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. �o12��p' x 20.3 19 / g 9 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 NC SC [ NOTE: THIS IS A SITE PLAN SURVEY 10. �9'0 STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 23.5 o 19.43 AND NOT A PROPERTY SURVEY. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, x A 5' ERROR OF CLOSURE HAS BEEN CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 19.6 PUT ALONG GEORGE BRAY RD. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 24 0 IS TO BE CLEAN GRANULAR SAND MEETING O. ' MESPECIFICATIONS OF 310 CMR 15.255 3 BENCH MARK --MAG NAIL IN DEPTH (inches) ELEV.(feet) PAVEMENT = 23.57 ASSIGNED I LO T 3 A I 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, 0 33 2 CSI 20,2 AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 1 x 4 201 000± S. F. 1 0 2x 4 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 5" \ 'U CD <I 9 0 TEST HOLE DATE: November 2, 2016 a 0 PERFORMED BY: Ron Cadillac, Soil Evaluator 34" 00 22 BENCH MARK --TOP & CENTER OF ALTER GRADES AS WITNESSED BY: PhilipRenaud, Inspector 40" x 2x427 3 CONC.'"BOUN D= 21.9 ASSIGNED SHOWN PERC RATE: <2"layer) 27 Inch B 1 9 x 22 C.)122.2 1 (FROM DOWN CAPE 1998 SEPTIC PLAN) ( O x 24.7 SOIL SURVEY(1993): Carver coarse sand 23,2 I I ( 22.90 33.9 GEOLOGIC MAP(1986): Harwich outwash plain deposits 23.50 Top Foundation Invert 30.77 TWO 500 GALLON DRY WELLS Existing SET 8 APART 1 I 25,05 25,0 Use Gas Baffle Invert 30.27 120" 1 Proposed Top Conc.=31.0 0.3 1 \ S-1 IA" /f+ p Top Peastone=31.0 137" A layer 10yr 3/2 loamy sand B layer 10yr 6/8 loamy sand C1 layer 10yr 6/6 loamy fine sand C2 layer 10yr 6/6 sandy loam 32.8 29.9 23.2 21.8 ___ no water 1 c-Retaimn9 all 6 6, \ _ - ` r -------moi S=1 8 ft 24.2 ___----�-{ Existing / 7 S=1/8"/ft f6" Min. 26.65 26,14 1 1000 Gal. 1 min. 31.9 43.1 3 1 i Septic Tank - TEST HOLE 2 130.80 1 W-o v F,O 6 I L__________J---------- 24 FROM 1998 DCE PLAN Cu Nt 32.4 P� c, N /F ' I D.A. OJALA, SE --A. VON HONE, RS, CHO 1 0 32 ••.2 ' Q ) 26J5 BOYD j 4, DEPTH (inches) ELEV.(feet) X 32,8 32,6 _ . / 26.8 , 28.18 0 31 r- 40 1x 33.1 " -56. � 27 0 " 0 1 Invert 30.44 Invert 30.18 5.1 Bottom Z 36.3 ate': 5�0 �' I 6 Stone or compact Proposed Proposed 6 6' 2 m , E x. g PROPOSED ADDITION ; 10' 1- 33' --� � N �-9, Son2 oyer 1 x 35,4 �N�� ') 0 2 353 SF --1ST FLOOR ONLY I I I I I I Q Cooml' Loam 27 1 `'w N0 m Bottom TH 2=19.5 30" 32 9' 2.5' DEEP . IMPERVIOUS DESIGN DATA 33,L ��=� .3ox 29.9 BARRIER --55 L.F. OF LEACH AREA 36,640 MIL BARRIER BEDROOMS: 4 6,7 �o :: 6 a- \ 20.3' GARBAGE GRINDER: No -__-, USE 2-500 GALLON DRY WELLS SET 8' 33.9 X3'6 °° TOP BARRIER=TOP APART WITH ' 4' OF STONE ALL AROUND TO I 3 4 REQUIRED CAPACITY: 440 GPD `� \21. , , , PEASTONE=31.O,GRADE MAKE A 13 X 33 X 2 DEEP LEACH AREA. x 34.7 4' EXISTING SEPTIC TANK: 1000 GAL. ,%� �� a'- ABOVE BARRIER=31.4 MIN g'- BOTTOM LEACHING AREA: 429 SF 5' REMOVAL WITH BARRIER 114" 35.95 x 38,2 "�� '�,� x 29 x 28.3 SIDE LEACHING AREA: 184 SF DO PARTIAL REMOVAL OF OLD SYSTEMS 144" A layer 10yr 3/2 sandy loam B layer 10yr 6/8 loamy sand C1 layer 2.5y 7/4 Med. Fine Sand w/ Tr. Silt -- - C2 layer 10yr 7/2 Silt loam 31.0 22.0 19.5 o „� w�.C, 38.0 35,29 x 3 z, �; \ 2,0 o [(13' + 33') 2' X 2'] CLOGGED STONE AND TO ALLOW BARRIER. W \ � o DESIGN CAPACITY: 453 GPD C1 LAYER CAN BE USED IN REMOVAL, IF TEST HOLE 5 \ . 3 37,73 x 3 "��' �N �� i x 31.C� [(429 SF + 184 SF) X .74 GPD/SF] AVAILABLE. FROM 1984 C.R. SHORT PLAN cd 3 Q' :�• -- BOB CANNING WITNESS --SCALED LOCATION ` `..'<' ''3ti':::'::. x 28.1 i DEPTH (inches) ELEV.(feet) 3712' So A .......... •• MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 0 3s s s o� ; •��:;`•PROP. LOT COVERAGE X 38. 5 ��05.4 I \ %x � I 'I. is?:11 29,6 " \w o EXIST. HOUSE W/WINDOW 975 SF 1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. 6 Ls( x 38�I " 39'0 '. �2 EXIST. PORCH STEPS 151 SF ✓ TH 5 A �+1 E / 35.3 moi. TH �l ' - _ 1 Y` : H 2 PROP. ADDITION 353 SF \ x 30.3 PROP. DECK/STEP 75 SF \,/38103,37 .:::.o. TOTAL LOT COVERAGE 1554 SF N 84 1s� 1• w EXISTING FLOOR PLANS � 1554SF/20000 SF= 7.8% BASEMENT HAS ONE LARGE FINISHED TV ROOM x 40.9 Ao x 38 3 x 37.3 x 35.9 Ms 52" 1 ST FLOOR 2ND FLOOR BENCH MARK --FLAGGED SPIKE N/IF SET DOWN 1"=35.29 ASSIGNED 11 17 N /F :; ; DNRM LIVRM BATH KITCH DEN (15 1/2. OF LIGHT POLE AND 6' OFF RANGE LINE HOUSE) FARR, SITE PLAN 126 135" FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS Topsoil loamy sand Sandy Subsoil loamy sand Clean Med. Sand Very Fine 26'4 Tight Sand no water 25.6 36.4' 32.6 AN L E TA�ND SIGNATURE. ROBERT & CONSTANCE STEAD 7 AI/1\A IIOIVC VA0AA/111TLJ0/lDT AIA VOFA S LOT 3A, N TTI N GH A , •(N MqS IN OF MqS LEGEND T°RONALD °y��°�� RONALD �J� NOVEMBER 22, 2016 SCALE: 1"=20' ' o JAMES , o JAMES -4 TH 1 TEST HOLE LOCATION, NUMBER " CADILLAC 'n " CADILLAC N W WATER LINE MARKINGS # 1060 a of 35779�� UE UNDERGROUND ELECTRIC WIRES (IF SHOWN) FaTe�e �q '�Fss\° oQ ` Sq INV AR�PN �asURVE� RONALD J. CADILLAC, PLS, RS, P.C. G GAS LINE MARKINGS 9.5 x 3p,Q EXISTI., & PROP. ELEVATIONS ('X' MARKS POINT) �`12 PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN �-6-� EXISTING CONTOUR 8® PROPOSED CONTOUR x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE(508) 775-9700 PAGE 1 OF 1 ©2016 BY R.J. CADILLAC