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HomeMy WebLinkAbout83-1848 - Site Plan002NOTE: THIS IS A SITE PLAN SURVEY AND NOT A COMPLETE PROPERTY LINE SURVEY BY THIS OFFICE. LOT LINES SHOWN ARE COMPILED FROM AVAILABLE DEEDS AND PLANS OF RECORD AND BOUNDS FOUND IN THE GROUND. *ANGULAR RELATIONSHIP OF NORTH AND WEST LOT LINES TAKEN FROM PLAN OF LAND IN WEST YARMOUTH BELONGING TO FRANK H. WALKER DATED MAY 1923--P.B.10, PG.131 l 10.9 N /F / 115 PORTION OF EXISTING CARR / STRUCTURE TO BE / REMOVED_ l DISCONNECT EXISTING WATER ( 1G SERVICE WHICH MAY BE g 4.8 \ IN THIS AREA 1.3'1 70 3 so</p <eApH�,y c 6,00044. pq�4% 9qs%NS lye? s \1018 0.6 /CONIC TO�ehFR S.B./D.H. lo.a eO�Oyrs ® .66 FND & HELD ^1015 4.1'1 10 J 10'�1L 9\` 1C 10.5 ® 1• �v I , v BENCH MARK--N.E. CORNER OF CONIC. SKIRT= 10.62 NGVD NOTE BURRIED ELECTRIC & PHONE LINES ARE CLOSE TO EDGE OF RE- MOVAL. WE HAVE NO OBJECTION TO REDUCING REMOVAL TO 3' ON THIS END FOR SAFETY, IF NEEDED. TALK WITH HEALTH AGENT. NOTE: FLOOD LINES SHOWN ARE SCALED LOCATIONS FROM FIRM. GROUND ELEVATIONS DIFFER. 0 TEST HOLE DATE: November 26, 2008 11" RAISE GRADE 5 OVER PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator SEPTIC TANK, AS SHOWN. WITNESSED BY: Philip Renauld, Inspector / 1 PERC DATE'• ' 33�104c 4 o \1G,a1 10.7 � BENCH MARK--S.E. CORNER OF \ o pQ\ CONIC. SKIRT= 10.69 NGVD \ / o o I \ 4., p,\ � � . � ��5 � ��'�/ � a o 9.9 � � 164 \ O� 10.2 /, 9.7 110.1. 1�� 1..G 6 \ \ ' En .IJP / 11.9p 11.9 ia4 AWN ; w 3 0'7 r { 9.a © toy 9! �\ \ 1p0 ©9.6 I 9.7 `" 11 / 2 / �, " / : C.B. ISC 1 //,, \ FND C.B./DISC �� 9., 10.1 10.0 9 4 af\ ; �. �. x 9.9 y9\ 8 a 0.1 PROPOSED SILT FENCE 6 HTURAL WORK LIMIT o o / ROSA RUGOSA o.8 \a t.�n.., 5:•.. � LAWN 9.94 97 yG ti 114 ' c <:::::.:::\vim LAWN i� G 10.3��1-6-9T.12--G---"O , :. •::..'•:•.' ;•:::•:. � v P \ i � �^ / .114 / 1y...�.\•::::.� .9 ®10,2 '•` "I/S 11� `V k'. �'�':: � s \�, . `` •�� ••� :'.:.,...;,.. '' yo �� �`:;.,.;.:......:..::.. ..: :':: ; :..:...:.:.. TOTAL A R E o SF ,��\ ,> do ::.tll -471000±S:F I �. 0 �..v: \x.9.7 S.B./CENTER ... FIND \:::......: �� .'CQ � r �.'' 11.8 / ;;:. a z\o2, \ oe� ; PARCEL 1 , /:;'. 4::::;;�, MACCUSPIE i ` �ci•ii '.:: ,�•i:.ii: a` FG.9/2 yr 9,9 ".� 10,4 �......... •::.�:.� >. ?J I 111 / - V , �..... •. :k?i?iii\ J � � / ; 11 ,7 10.2 LAWN 4 •• if ��;::. ':\, a:�:: is z, . • � , ,�o ... '. ........... O 71.3 5T HOLE LOCATION, NUMBER OPOSED WATER SERVICE �••: ,TER LINE MARKINGS DERGROUND ELECTRIC WIRES (SHOWN ONLY WHERE MARKED) •• \ i'i'•, / DERGROUND PHONE WIRES (IF SHOWN) S LINE MARKINGS / (STING & PROPOSED ELEVATIONS ('X' MARKS POINT) (STING CONTOUR OPOSED CONTOUR `�.:•:'•:.";�;' :%;:;� ISTING LIGHT POLE ILITY POLE (IF SHOWN) 'ISTING DRAINAGE CATCH BASIN NCE (IF SHOWN, NOT ALL SHOWN) EE (IF SHOWN, NOT ALL SHOWN) ACHING VENTED =MOVE PORTION STRUCTURE, MOVE APARTMENT, MOVE LEACHING )P FOUNDATION & SLAB ELEVATIONS 1 3.6 TOP SLAB AT OR ABOVE GRADE ON AT LEAST ONE SIDE, BENCH MARK -TOP & CENTER DISC CONIC. BOUND= 12.03 NGVD ,'FROM EAGLE SURVEYING, INC. PLAN) 12.0 minimum JOB NO. YOS-33 <2 -00 /Inch (C layer) Carver coarse sand 0 NOTES Combal3.dwg GEOLOGIC MAP(1986): 1. LOCUS IS A.M. 22, PARCEL 8. 22 2. ELEVATIONS SHOWN ARE BASED UPON EAGLE SURVEYING, INC. PLAN OF LOCUS DATED 9/10/99. 12" 3. LOCUS IS IN FLOOD ZONES Al2(EL 12), V15(EL 16), AND B ON FIRM DATED JULY 2, 1992. LEACH AREA 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)5. ZROUTE MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. REQUIRED CAPACITY: 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. Use Gas Baffle 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". LEACHING FIELD. USE 2-19' LONG 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 300 SF Invert 8.20 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOBAY 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE Proposed COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 1 ON LEACHING. LOCATION MAP 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. S=1 /8"/ft 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, DESIGN CAPACITY: Invert 8.82 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. so 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING 102" Proposed 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 122" 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 TEST HOLE DATE: November 26, 2008 11" RAISE GRADE 5 OVER PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator SEPTIC TANK, AS SHOWN. WITNESSED BY: Philip Renauld, Inspector / 1 PERC DATE'• ' 33�104c 4 o \1G,a1 10.7 � BENCH MARK--S.E. CORNER OF \ o pQ\ CONIC. SKIRT= 10.69 NGVD \ / o o I \ 4., p,\ � � . � ��5 � ��'�/ � a o 9.9 � � 164 \ O� 10.2 /, 9.7 110.1. 1�� 1..G 6 \ \ ' En .IJP / 11.9p 11.9 ia4 AWN ; w 3 0'7 r { 9.a © toy 9! �\ \ 1p0 ©9.6 I 9.7 `" 11 / 2 / �, " / : C.B. ISC 1 //,, \ FND C.B./DISC �� 9., 10.1 10.0 9 4 af\ ; �. �. x 9.9 y9\ 8 a 0.1 PROPOSED SILT FENCE 6 HTURAL WORK LIMIT o o / ROSA RUGOSA o.8 \a t.�n.., 5:•.. � LAWN 9.94 97 yG ti 114 ' c <:::::.:::\vim LAWN i� G 10.3��1-6-9T.12--G---"O , :. •::..'•:•.' ;•:::•:. � v P \ i � �^ / .114 / 1y...�.\•::::.� .9 ®10,2 '•` "I/S 11� `V k'. �'�':: � s \�, . `` •�� ••� :'.:.,...;,.. '' yo �� �`:;.,.;.:......:..::.. ..: :':: ; :..:...:.:.. TOTAL A R E o SF ,��\ ,> do ::.tll -471000±S:F I �. 0 �..v: \x.9.7 S.B./CENTER ... FIND \:::......: �� .'CQ � r �.'' 11.8 / ;;:. a z\o2, \ oe� ; PARCEL 1 , /:;'. 4::::;;�, MACCUSPIE i ` �ci•ii '.:: ,�•i:.ii: a` FG.9/2 yr 9,9 ".� 10,4 �......... •::.�:.� >. ?J I 111 / - V , �..... •. :k?i?iii\ J � � / ; 11 ,7 10.2 LAWN 4 •• if ��;::. ':\, a:�:: is z, . • � , ,�o ... '. ........... O 71.3 5T HOLE LOCATION, NUMBER OPOSED WATER SERVICE �••: ,TER LINE MARKINGS DERGROUND ELECTRIC WIRES (SHOWN ONLY WHERE MARKED) •• \ i'i'•, / DERGROUND PHONE WIRES (IF SHOWN) S LINE MARKINGS / (STING & PROPOSED ELEVATIONS ('X' MARKS POINT) (STING CONTOUR OPOSED CONTOUR `�.:•:'•:.";�;' :%;:;� ISTING LIGHT POLE ILITY POLE (IF SHOWN) 'ISTING DRAINAGE CATCH BASIN NCE (IF SHOWN, NOT ALL SHOWN) EE (IF SHOWN, NOT ALL SHOWN) ACHING VENTED =MOVE PORTION STRUCTURE, MOVE APARTMENT, MOVE LEACHING )P FOUNDATION & SLAB ELEVATIONS 1 3.6 TOP SLAB AT OR ABOVE GRADE ON AT LEAST ONE SIDE, BENCH MARK -TOP & CENTER DISC CONIC. BOUND= 12.03 NGVD ,'FROM EAGLE SURVEYING, INC. PLAN) 12.0 minimum SOIL SURVEY(1993): <2 -00 /Inch (C layer) Carver coarse sand 0 Prop. Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits 22 2 12" LEACH AREA Invert 9.02 GARBAGE GRINDER: Invert 8.57 LEACH FIELD 48"� REQUIRED CAPACITY: 220 GPD USE A 12' X 25' X 6" DEEP Use Gas Baffle SEPTIC TANK: 12' X 25' LEACHING FIELD. USE 2-19' LONG Crawl Proposed H-10 300 SF Invert 8.20 H-20 60" S=1/4"/ft Use 6" cover H-20 Proposed 8.6 Top Peastone/filter cloth PITCHED AT 1/16" PER FOOT. Proposed S=1 /8"/ft CAP ENDS. Inspection Port Screened DESIGN CAPACITY: Invert 8.82 1500 Gal. so [(30 SF) X .74 GPD/SF] �' Vent _L 102" Proposed Septic Tank --------- - 6„ 122" A layer 10yr 3/3 sandy loam B layer 10yr 4/6 sandy loam C1 layer 10yr 6/6 loamy med. fine sand C2 layer 2.5y 6/4 medium fine sand Observedwater I T I Invert 8.37 Invert 8.20 7.6 6" Stone or Compact ProposedProposed I 5 Bottom I I 10'--;-20'� ;n';-0'-1 EI. 2.6 NGVD TEST HOLE 2 < 1.0' Adjustment is DESIGN DATA m Provided DEPTH (inches) ELEV.(feet) MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY COVER OVER SEPTIC TANK BY 3". (6" PROVIDED). 310CMR 15.228(1). 2. VARY REMOVAL BY 2' (3' PROVIDED) AT END, IF NEEDED. 310CMR 15.255 (5). THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. G) �>/DcJ HEALTH AGENT APPROVAL DATE 120" SITE PLAN FOR A layer 10yr 3/3 sandy loam B layer 10yr 5/8 loamy sand C1 layer 2.5y 6/6 loamy med. fine sand C2 layer 2.5y 6/4 medium fine sand --------------- See TH 1 10.0 8.0 5.0 We] BARBARA J. CAMBAL TRUST 24 HEDGE ROW, W. YARMOUTH, MA DECEMBER 10, 2008 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 ©2008 BY R.J. CADILLAC PAGE 1 OF 1 0 Observed Water=1.6 TH 1 BEDROOMS: 2 12" LEACH AREA GARBAGE GRINDER: No REQUIRED CAPACITY: 220 GPD USE A 12' X 25' X 6" DEEP SEPTIC TANK: 1500 GAL. LEACHING FIELD. USE 2-19' LONG BOTTOM LEACHING AREA: 300 SF PERFORATED PIPES SET 6' APART 24„ [(12' X 25')] AND 3' FROM -THE-EDGES AND _ SIDE LEACHING AREA: 0 SF PITCHED AT 1/16" PER FOOT. NONE CAP ENDS. DESIGN CAPACITY: 222 GPD 5' REMOVAL --IF NEEDED so [(30 SF) X .74 GPD/SF] DO 5' REMOVAL DOWN 24"t TO LOAMY MEDIUM FINE SAND. MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY COVER OVER SEPTIC TANK BY 3". (6" PROVIDED). 310CMR 15.228(1). 2. VARY REMOVAL BY 2' (3' PROVIDED) AT END, IF NEEDED. 310CMR 15.255 (5). THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. G) �>/DcJ HEALTH AGENT APPROVAL DATE 120" SITE PLAN FOR A layer 10yr 3/3 sandy loam B layer 10yr 5/8 loamy sand C1 layer 2.5y 6/6 loamy med. fine sand C2 layer 2.5y 6/4 medium fine sand --------------- See TH 1 10.0 8.0 5.0 We] BARBARA J. CAMBAL TRUST 24 HEDGE ROW, W. YARMOUTH, MA DECEMBER 10, 2008 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 ©2008 BY R.J. CADILLAC PAGE 1 OF 1