Loading...
HomeMy WebLinkAboutBLD-17-005751ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. NOTES JOB No. Y16-26 Stead.dwg NOT il GHA DRIVE 1. LOCUS IS A.M. 151, PARCEL 20. F831/24 SB14/19 2. ELEVATIONS SHOWN ARE ASSIGNED AND BASED 1998 DCE PLAN BENCHMARK. n 3. LOCUS IS 1N FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014: `� - - - - -� - - - 18.93 1+?-??-� 17.88 4. ALL PIPES TO BE 4 SCH 40, AND PITCHED AT 1 /4 PER FOOT. (UNLESS NOTED) ®23,57 x 21,9 2 x 19�J T61 o 22,16 1 1914. 18.77 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. m �x 22.9 S 89'47'50" E 118,90 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". z / 22,88 r, 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW T N a / 2�' 85 59 -- I / 18.8 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. ��• op 20.3 / 39 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 NOTE: THIS IS A SITE PLAN SURVEY 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. c' 9.0 AND NOT A PROPERTY SURVEY. 23.5 a 19.43 11; IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, A 5' ERROR OF CLOSURE HAS BEEN T - J PUT ALONG GEORGE BRAY RD. 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 - - 24 0 �\ I IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). EEN MARK --MAG NAIL IN `� 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, ENT 23.57 ASSIGNED I LOT 3 A �' AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. I x�9000 �. �".I 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. W I 4 Q I \ h I Q I I TEST HOLE DATE: November 2, 2016 9 C _BENCH MARK --TOP & CENTER OF ALTER GRADES AS PERFORMED BY: Ron Cadillac, Soil Evaluator I x 2'.4 22 CONC. BOUND= 21.9 ASSIGNED WITNESSED BY: Philip Renaud, inspector 27.3 x 22. I I (FROM DOWN,CAPE 1 1. SEPTIC PLAN) SHOWN PERC RATE: <2"/inch (B layer) 127.9 x 24,7 I SOIL SURVEY(1993): Carver coarse sand 0 x 23.2 (�_ 33.9 GEOLOGIC MAP(1986): Harwich outwash plan deposits I � 23.5.'• "�2 Top Foundation TWO 500 GALLON DRY WELLS �' (`Invert 30.77 SET8' APART ExistingI 25.05 5 C Use Gas Baffle Invert 30.27 I _ 0 Proposed Top Conc.=31.0 To Peastone=31.0 I c=Retalnin9 Wall 0,3 66I \ �1' S1/4�ft � S=1/8"/ft p 6" Min. 24.2 Existing S=1/$ /ft _'30 x31.1 I 26,652-.14 1000 Gal. I min. I 32.4 31 9...:'::' "::: PJB -- c o N /� I I Septic Tank ---------- 24 cn- 30.84 ^ -, , n 0 I .. • -, , 1 32 e % N 26.8 BOYO ; 4' 2s.1e - I r. 33.1 x 32.8 32.6 .;;: 0 Invert 30.44 Invert 30.18 5.1' ' Bottom 36.3' a�. O� 27.0 o I " Z ::33,2 �\(j S� ��' 6 Stone or Compact Proposed Proposed 6 W cw PROPOSED ADDITION - 10' i- 33'�--9, san�e'- 3 5.4 `:.\�O'I 9 2 353 SF --1ST FLOOR ONLY 1 I I I (DI 9 CoLOtn I .27 x 1 �_ N DESIGN DATA CD Bottom TH 2=19.5 329' 3 AZ 2.5' DEEP IMPERVIOUS I •..:: LEACH AREA x 36.6 C ^6.7 „'/� I I I I I I I I 0 I x 38.2 35.95 \ 38,0 W x 3 37 7 - 6 -44 3 \ 3712 SONE \G� C✓ N Vol 38 x \,/38.. tx EXISTING FLOOR PLANS BASEMENT HAS ONE LARGE FINISHED TV ROOM 1ST FLOOR 2ND FLOOR DNRM I LIVRM BDRM BDRM BDRM Im rKITCH DEN A OPEN BATI] BELOW ' 00 ...'.....'..• ....'''::'" 33. aP �3 � 3.6 33.9 x 34.7 \� ,-�� \�� 4 21.4' • 35.29 x 3 2,� ' y 2.0 � ; i ` `cam 3 x 3 31 . C� 40.9 5.4 TH 5 H 2 35.3 TH �-� '•'• \ 03.37' N 84 X11' W x 38 3 x 37.3 x 35.9 BENCH MARK --FLAGGED SPIKE N /F SET DOWN 1"=35.29 ASSIGNED LIEB (15 1/2' OF UGIT POLE AND W OFF RANGE UNE H(XUSE) LEGEND 6t TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS WJE UNDERGROUND ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS 9.5X 32,Q EXISTI. & PROP. ELEVATIONS ('X' MARKS POINT) �--6 --- EXISTING CONTOUR g---- PROPOSED CONTOUR x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 5' U 34-C 40" 120' 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 110 wutur 33.2 32.8 29.9 23.2 21.8 TEST HOLE 2 FROM 1998 DCE PLAN D.A. OJALA, SE --A. VON HONE, RS, CHO DEPTH (inches) ELEV.(feet) 0 A layer 10yr 3/2 31.5 6" sandy loam 31.0 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 30' 0ARRIER--55 L.F. OF BEDROOMS: 4 40 MIL BARRIER GARBAGE GRINDER: No USE 2-500 GALLON DRY WELLS SET 8' - TOP BARRIEP=TOP REQUIRED CAPACITY: 440 GPD APART WITH V OF STONE ALL AROUND TO PEASTONE=�l.0,GRADE MAKE A 13' X 33' X 2' DEEP LEACH AREA. ABOVE BARRIER=31.4 MIN EXISTING SEPTIC TANK: 1000 GAL. BOTTOM LEACHING AREA: 429 SF 5' REMOVAL WITH BARRIER (13' X 33') _ = SIDE LEACHING AREA: 184 SF DO PARTIAL REMOVAL OF OLD SYSTEMS, [(13' + 33') 2' X 2'] CLOGGED STONE AND TO ALLOW BARRIER. DESIGN CAPACITY: 453 GPD C1 LAYER CAN BE USED IN REMOVAL, IF [(429 SF + 184 SF) X .74 GPD/SF] AVAILABLE. PROP. LOT COVERAGE MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: EXIST. HOUSE W/WINDOW 975 SF 1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. EXIST. PORCH/STEPS 151 SF PROP. ADDITION 353 SF PROP. DECK/STEP 75 SF TOTAL LOT COVERAGE 1554 SF 1554SF/20000 SF= 7.8% N /F FARR THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN 0 AL RED STA AND SIGNATURE. Yarmouth Health Department ` PPRQD , ij a �� //. 1N CF I/q ss�^ i8me RONALD yes Date o JP -I. ES �, JAMES �, CACILLA.0 " CADILLAC 1 C60 13,5T79 c o� ``GrS-EafSS t C \O Q' 1y, TpR► q DSUR\j O .>,IIJ�1i ti � HEALTH AGENT APPROVAL DATE SITE PLAN FOR 29.0 114" 22.0 144" no water 19.5 TEST HOLE 5 FROM 1984 C.R. SHORT PLAN BOB CANNING WITNESS --SCALED LOCATION DEPTH (inches) ELEV.(feet) 0 36.9 Topsoil loamy sand 36.4' 6 Sandy Subsoil loamy sand Clean Med. Sand Very Fine Tight Sand 52" 32.6 126" 26.4 135" no water -- ROBERT & CONSTANCE STEAD LOT 3A9 7 NOTTINGHAM DRIVE, YARMOUTHPORT, MA NOVEMBER 22, 2016 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 @ 2016 BY R.J. CADILLAC / 1508) 775-9700 PAGE 1 OF 1 ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. i JOB NO. Y16-26 NOTES Stead.dwg NO 1INGHAM DRIVE 1. LOCUS IS A.M. 151, PARCEL 20. F831/24 SB14/19 EL a' 2. ELEVATIONS SHOWN ARE ASSIGNED AND BASED 1998 DICE PLAN BENCHMARK. TT C / 3. LOCUS IS 1N FLOOD .ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014 � "'x-49- 18.93 3-}•1 2014- 23.57 21.9 x 2 x 19 X16- T 17.88 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Yo /-22.16 1 19.04 18,77 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 0 I 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. in / 22 88 .9 S 89'47'50" E I 18.90 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 85 59' tg,g 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. - ��' o0 20.3 14 8,9 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. '� h= COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON TANK, 1 OND BOX, 2 ON LEACHING �2 : � NOTE: THIS IS A SITE PLAN SURVEY 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. I o 19.43 �9'� AND NOT A PROPERTY SURVEY. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND 4 6�A 23.5 A 5' ERROR OF CLOSURE HAS BEEN ' x19.6 I PUT ALONG GEORGE BRAY RD. 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 BENCH MARK --MAG NAIL IN 24 p I IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). PAVEMENT = 23.57 ASSIGNED , LOT 3A r 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, I x �' 20.2 AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 01 000± S. F. I 0 12 x 4 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. �I I '9.0 TEST HOLE DATE: November 2, 2016 Ui I PERFORMED BY: Ron Cadillac, Soil Evaluator ..BENCH MARK --TOP &CENTER OF ALTER GRADES AS I, I x 2 ,4 22 WITNESSED BY: Philip Renaud, inspector x 27.3 CONC. BOUND= 21.9 ASSIGNED I27 9 22, X122,2 I (FROM DOWN CAPE 1998 SEPTIC PLAN) SHOWN PERC RATE: <2"/inch (B layer) x 24,7 I SOIL SURVEY(1993): Carver coarse sand x 23.2 ( 22.90 33 g GEOLOGIC MAP(1986): Harwich outwash plain deposits 1 23.50 Top foundation I 2� ` I Invert 30.77 TWO 500 GALLON DRY WELLS 1 Existing SET 8' APART I 25,05 25.0 Use Gas Baffle Invert 30.27 I Top Conc.=31.0 0.3 I 1 „ Proposed Top Peastone=31.0 I c �-Retamin9 Wall S_ 1 /4 /ft r--------��, >- x 31,1 1 x 24.2 i `-'- }-{ Existing I S=1/8"/ft S=1/8"/ft r/ 6" Min. I w 30 \\ 26,65 431, 26,14 3 1000 Gal. min. _ I .::: ' L Septic Tank 1 Q I 30,8$ N W 32 �y / 32.4 \ - 31 9 ..:: ' Q �� 6 N/F I ---------- 24» i„ ��T P o �. --J o x 32.8 32.6 J X6.75 OD N 26.8 BOYD 4P 28.18 _ °`_2 1 33,1 36.3' a:.. O� 27.0 `� oa I Invert 30.44 Invert 30.18 5.1 Z .. 5� N { 6 Stone or compact Proposed Proposed 6 Bottom .. , I ��\SASE 2 PROPOSED ADDITION _ 10' 1- 33' -; ►�?'> -9 C2 �a ° 9 x 2 353 SF --1ST, FLOOR ONLY Sa Yer I x 35.4 N '� i I i I I I 9' CovMy Loom Silt .27 1 =a, N° DESIGN DATA Bottom TH 2=19.5 1 32 9' o a 2.5 DEEP IMPERVIOUS 33, �� 29.9 BARRIER --55 L.F. OF LEACH AREA oR. 40 MIL BARRIER BEDROOMS: 4 • 36.6 a_Q 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 PEASTONE=31.0, GRADE REQUIRED CAPACITY: 0 GPD MAKE A 13' X 33' X 2' DEEP LEACH AREA. x 34.7 ,� -'x \�'` = /� 1.4' ABOVE BARRIER=31.4 MIN EXISTING SEPTIC TANK: 10 1000 GAL. BOTTOM LEACHING AREA: 429 SF 5' REMOVAL WITH BARRIER r (13' X 33') O I 35.95 38.2 x 28,3 y�,, 29. SIDE LEACHING AREA: 184 SF DO PARTIAL REMOVAL OF OLD SYSTEMS, \ 38.0 • 35.29 3 2,�y, a 2.0 I + � I o_ I [(13' + 33') 2' X 2'] CLOGGED STONE AND TO ALLOW BARRIER. \ 0 I I DESIGN CAPACITY: 453 GPD C1 LAYER CAN BE USED IN REMOVAL, IF 37.73 x 3\ ��`� i `� j AVAILABLE. 31,y [(429 5F + 184 SF) X .74 GPD/SF] ... I i . ::.... ::•:...... x 28.1 3712 `� :........ '-0, 29.6 P X 38. 5 6'05.4 I 1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. / 39,0 i I • '' � EXIST. HOUSE W/WINDOW 975 SF r 3861 TH 5,2 1 EXIST. PORCH/STEPS 151 SF `� t: H 2 \ o x 35.3 TH �i '-�-- PROP. ADDITION 353 SF R :?:�: 30,3 PROP. DECK/STEP 75 SF EXISTING FLOOR PLANS 11 BASEMENT HAS ONE LARGE FINISHED TV ROOM 40.9 1 ST FLOOR 2ND FLOOR DNRM LIVRM BDRM BDRM BDRM KITCH DEN A OPEN BATH BELOW N 84°1�3�W x 38 3 x 37.3 x 35.9 BENCH MARK --FLAGGED SPIKE N /F SET DOWN 1"=35.29 ASSIGNED LIEB (15 1/7 OF LIGHT POLE AND 6' OFF RANGE UNE H(XUSE) LEGEND •• TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS -UE UNDERGROUND ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS 9.5 x 32,Q EXIST]. & PROP. ELEVATIONS ('X' MARKS POINT) ,,-6-- EXISTING CONTOUR g-- PROPOSED CONTOUR x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) Yarmouth Health Department PP VED r me Date TOTAL LOT COVERAGE 1554 SF 0 1554SF/20000 SF= 7.8% r I N /F FARR SI TE PLAN FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN OEGINAL RED .STAM-R AN,D SIGNATURE. ZN OF 41S RONALD o JAMES CADILLAC # 1060 � o �G I s S Sq NI TAV0 I �jH OF MfISs�( RONALD JAMES CADILLAC fP # 35779 Ir el 0A, S\040 SUR'4 HEALTH AGENT APPROVAL ro_1 TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 A layer 10yr 3/2 33.2 5" loamy sand 32.8 fl� B layer 10yr 6/8 v loamy sand 34" � 40" 29.9 C1 layer 10yr 6/6 loamy fine sand C2 layer 10yr 6/6 sandy loam 120" 23.2 137" no water 21'8 TEST HOLE 2 FROM 1998 DCE PLAN D.A. OJALA, SE --A. VON HONE, RS, CHO DEPTH (inches) ELEV.(feet) 31.5 C A layer 10yr 3/2 6" sandy loam 31.0 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 30, W7 114" 22.0 144" no water 19.5 TEST HOLE 5 FROM 1984 C.R. SHORT PLAN BOB CANNING WITNESS --SCALED LOCATION DEPTH (inches) ELEV.(feet) 0 36.9 Topsoil 6" loamy sand 36.4' Sandy Subsoil . loamy sand Clean Med. Sand Very Fine Tight Sand 52' 126" 135' no water 32.6 26.4 25.6 ROBERT 8c CONSTANCE STEAD LOT 3A9 7 NOTTINGHAM DRIVE, YARMOUTHPORT, MA NOVEMBER 22, 2016 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2016 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1