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HomeMy WebLinkAbout24 Hedge Row Site PlanNOTE: 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 j 1a.9 1 N /F / 115 PORTION OF EXISTING CARR / STRUCTURE TO BE / REMOVED_ DISCONNECT EXISTING WATER ------- ( 10.7 SERVICE WHICH MAY BE \38 4.8 `\ IN THIS AREA \ 4.5 �OA\p\ \\ SCO \ 9 q\ a+\ y9\ h 11.5 2.6'1 70 s So�Io <�Acy�N c 1100 �q< cR44Frs 9gNS �i S/ , � \ 180.6 W�oONc &o NF yFR S.B./D.H. ` 10.8 �0� ®'68 FND & HELD ^1p.15 S 4.1'f •• h 10.R \70 r/ \ •ro ':.:.. 10 8 � Fl "��. � c n 0/06 1.3'1 C)10�p s� PAL s.: ^�Qo �.��Q7 o.} o�a Y�V1.1 '9Tj �, ��• rya 4 AW 4p0 1"'1 PROPOSED SIL ll. TURAL WORK LIMIT 1 ROSA RUGOSA 1 9a LAWN V....f. . V.,:., ( �9 LAWN •:�::•i:•a•r. �' •9l, 103 k\ 0 +• a sr 9.9 BENCH MARK--N.E. CORNER OF CONC. 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. •� ]oz �. 78 0 70 _ ""'�•'-'� '� �� X9.6 n SOIL SURVEY(1993): JOB NO. Y08-33 0 TEST HOLE DATE: NOTES F Cambal3.dwg 2008 11" 1. LOCUS IS A.M. 22, PARCEL 8. Soil Evaluator 12" 2. ELEVATIONS SHOWN ARE BASED UPON EAGLE SURVEYING, INC. PLAN OF LOCUS DATED 9/10/99.3. LEACH AREA Invert 8.57 LEACH FIELD 48 LOCUS IS IN FLOOD ZONES Al2(EL 12), V15(EL 16), AND B ON FIRM DATED JULY 2, 1992. NOTE: FLOOD LINES SHOWN ARE SCALED4. Use Gas Baffle ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Ze C Proposed 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.LOCATIONS Invert 8.20 H-20 FROM FIRM. GROUND 6. COMPONENTS TO BE AASHTO H -1D, UNLESS NOTED. H-20 ELEVATIONS DIFFER. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Proposed S=1 /8"/ft 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Invert 8.82 1500 Gal. NONE D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOBAY Proposed 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE so" DESIGN CAPACITY: COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 1 ON LEACHING. F 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. DO 5' REMOVAL DOWN 24"d_ TO 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOAMY MEDIUM FINE SAND. 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 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 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14 ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS n SOIL SURVEY(1993): Y Carver coarse sand 0 TEST HOLE DATE: November 26, 2008 11" PERFORMED BY R Cadillac Soil Evaluator 12" RAISE GRADE 5" OVER PROPOSED WITNESSED BY: Philip Renould, Inspector SEPTIC TANK, AS SHOWN. PERC RATE: <2'-00"/inch (C to er) \ L4 \ \ o \ \ \ ii raw it I cn'r �` r/l 0 a 10.7 \1\ JL5 m \ / 1 f 0. 1 0 BENCH MARK--S.E. CORNER OF \ \ CONC. SKIRT= 10.69 NGVD \ r ^ if (.. 97 j f ]C.1. llR1 0 1 r� ll.0 X1164 I P: i 9� I N.N I 11.90 ]i96 3 � {r 9.8 ©''a.5 / / ,' C.B./DISC r' l I / //0' .' FND & HELD m n / ,l�so �� 9. o� a- in, � � �� .11.7 H X160 UP mJ\/ 9.6 ,� 9.8 10.1 t•- -18T/ ©1a� o Q G .11.4 G-/1_75 / _-- G - -• 0 7 / F�iSr/-1 Y i19 "pyo 11C TOTAL ARE f SF"o -471000±SAF :.•;:'4..,,:.. �fl // i S.B./CENTER LEGEND } TH 1 TEST HOLE LOCATION, NUMBER -�'W- PROPOSED WATER SERVICE ' -W- WATER LINE MARKINGS -E- UNDERGROUND ELECTRIC WIRES (SHOWN ONLY WHERE MA T UNDERGROUND PHONE WIRES (IF SHOWN) -G GAS LINE MARKINGS 9.5 x11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) FEB 2 5 1 EXISTING CONTOUR HEALTH DEPT-. _g PROPOSED CONTOUR c EXISTING LIGHT POLE UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN BYLAWS MUST CO'1. TO ALL 7G5'1 BvuWs ar;o RE U I s x - FENCE (IF SHOWN, NOT ALL SHOWN) ,/ TREE (IF SHOWN, NOT ALL SHOWN) �'/ 7 �7 " Y TN ATI:R DEPT DATE EV. 2/05/09 --LEACHING VENTED :EV. 1/22/09 --REMOVE PORTION STRUCTURE, MOVE APARTMENT, MOVE LEACHING ;EV. 1/21/09 --TOP FOUNDATION & SLAB ELEVATIONS c::•'.R1:•ri:i•r: i� t� / FND r 00, e �a 10,8PARCEL 1 N/F MACCUSPIE / 0V 1.1 / / 7 \ \ 102 / v \ LAWN / \ / Q� 103 T \ / II �° \ 10.4 L _.,!'!0 113 13C TOP SLAB AT OR ABOVE GRADE ON AT LEAST ONE SIDE, BENCH MARK -TOP & CENTER DISC CONC. BOUND= 12.03 NGVD FROM EAGLE SURVEYING, INC. PLAN) 12.0 minlmum SOIL SURVEY(1993): Y Carver coarse sand D Prop. Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits 22" BEDROOMS: 2 12" Invert 9.02 LEACH AREA Invert 8.57 LEACH FIELD 48 No Use Gas Baffle 12' X 25' USE A 12' X 25' X 6" DEEP C Proposed H-10 1500 GAL. Invert 8.20 H-20 60" 4 S=1/4"/ft Use 6" cover H-20 Proposed 8.6 Top Peastone/filter cloth [(12' X 25')] Proposed S=1 /8"/ft Inspection Port Screened 0 SF Invert 8.82 1500 Gal. NONE \ ' Vent 102" Proposed Septic Tank - 6 so" A layer 10yr 3/3 sandy loam B layer 10yr 4/6 sandy loam Cl layer 10yr 6/6 loamy med. fine sand C2 layer 2.5y 6/4 medium fine sand Observed woter T 122 1 ' 1 I I Invert 8.37 Invert 8.207'6 6" Stone Or Compact Proposed Pro osed I 5' Bottom I P I I 1 1 I I 10' i --20'� ;�' �0'-i EI. 2.6 NGVD TEST HOLE 2 � 1.0' Adjustment is DEPTHinches cD Provided DEPTH(inches) ELEV.(feet) DESIGN DATA D 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 24" BOTTOM LEACHING AREA: 300 SF PERFORATED PIPES SET 6' APART [(12' X 25')] AND 3' FROM THE EDGES AND SIDE LEACHING AREA: 0 SF PITCHED AT 1/16" PER FOOT. NONE CAP ENDS. so" DESIGN CAPACITY: 222 GPD 5' REMOVAL --IF NEEDED [(30 SF) X .74 GPD/SF] DO 5' REMOVAL DOWN 24"d_ 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. HEALTH AGENT APPROVAL DATE 120" SITE PLAN FOR A layer 10yr 3/3 sandy loam B layer 10yr 5/8 loamy sand Cl layer 2.5y 6/5 loamy med. fine sand C2 layer 2.5y 6/4 medium fine sand --------------- See TH 1 10.0 8.0 5.0 M 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 1