The URL can be used to link to this page

Home My WebLink About330 Route 6A Store 3LEGEND 15 EXISTING CONTOUR !t EXISTING +14.12 EXISTING SPOT ELEVA111ON DECIDUOUS TREE -� FINISH GRADE CONTO�IR ELEV. ELEV. ELEV. ELEV. 440.5' 41.6' TEST HOLE LOGS 0. 37,5' 0" 4 40_3' o" -- O" - _ q A A A LS LS DAVID FLA" E"RTY. R.S.ENGINEER: _ LS LS 10YR 4/2 39.5' 12„ 1OYR 4/2 0.6' nC, W, NESS: AMY_ VON Jr: E. R.S., C.H.O. t2 1OYR 4/2 36.5' 11„ 1OYR 4/2 39.4. 12" �i1 DATE: DECEMBER 14. 2006 B B Q ' -- PERC. RATE --` m,N/INCH B B LS LS �y _ ---�-- LS 21.1 FINISH GRADE SPOT E TEV. 1 BELLE OF THE WEST ROAD %1 `{,1 Q CLASS 1 SOILS P# t 0YR 5/8 10YR 5/8 38. 10YR 5/8 37.3' 44„ 10YR 5/8 37.9' Lh HCP SYMBOL MAP 132 PARCEL 2 PROPOSED B.T. CONC. PAVEMENT QV/ � 35' 34.6 42 36.8 f{ SHRUB n/f PAULINE HARDY (FOR EMERGENCY ACCESS) ` 0 O MANHOLE ho HYDRANT - - -' PROPOSED o Cl C C PERC C ® _ _ FIRE ACCESS GATE 4oo POLE LIGHT CATCH BASIN (W/ KNOX LOCK BOX) / MS / PROPOSED CATCH BASIN % �. LIMITED ACCESS' 1OYR 6/6 FL.S FMS c SHORT POST LIGHT m LEACHING GALLEY / R.M ELEV. 37.8 j AREA FS SINGLE POST SIGN (WITH COVER TO GRADE) i 0�-0 5�,� NV. OUT 34.4 �, 58* 32.7' CP CESSPOOL (APPROX.) BENCHMARK C -C) UTILITY POLE TH-1 SOIL TEST ® PROPOSED GAS METER w r EXISTING WATER MAIN G r EXISTING GAS MAIN : EXISTING BURIED ELECTRIC 14¢.36' - _- _, i / � "" / _' ,/ ; \ PERC UNIT 7 55 UNIT 8 FF -41.0 __ G. , �' \ FF -41.0 ! �_, , � / / ' / �'' '== -_ _ 120" C2 FS 2.5Y 7 3 / 27_5' 150" 2.5Y 7/4 "YARMOUTH 120 27.8 2.SY 'i j 4 SOME FILL AT HEAD OF HOLE (OLD FND,., 30.5 120" 2.5Y 74 / SCALE: 1" = 2,000'± LOCUS MAP 31.6 ASSESSOR'S MAP 123 PCL. 21 LOCUS IS IN F. E. M.A. ZONE C r7 AND U.G. FIBER OPTIC CABLE / / / °> --`� 0 r EXISTING U.G. OXYGEN PIPING / / 3 ° / M M T EXISTING U.G. TELEPHONE M 3 RM ELEV. CATCH BASIN/ '� S " M \ � � INV. IN = 34NO GROUNDWATER ENCOUNTEREG NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING .0 / SB. NV. OUT = .0 82.3 �M - - - - - GREASE TRAP ENCLOSE SLEEVE / o VENT „ PROPOSED WATER 1,000 GAL FUTURE W/CEMENT UNIT 6 METER VAULT ON EACH END ( / `� ® ,®��., f / ¢ S .r� H2O GREASE TRAP ----- 4"SDR 35 PVC FF -41.0 Kw c PROPOSED t•5�^ e PVC / I ®/ ¢ .; .L LEACH PIT I WATER .-- PARKING CALCOLATIONS: `� p ' I ; t+ "1 RIM ELEV.=39.0 FROM FUTURE "tr~ M a >_® _ ,. - i TER INV. IN=33.6 3 13AY SINK I 1 4':---SERVICEI REQUIRED: / yr w hi INV. OUT =33.6 & DISHWASHER DWELLING UNITS yI• i - _ _ 1000 GRE:F: AP ,� H-20 8 UNITS (2 SPACES/UIJIT)= 16 SPACES r EWER TO SEPTIC TANK y s -\ A / I PROPOSEDSEWER -_LINE SLEEVE RETAIL / p ` I I LEACH PIT EXISTING TANK GAS 2,488 SF 1 210 SF fF 12 SPACES ^� I v 1 RIM ELEV=40.2 i2" ( / ) 36 / I I / INV. UT 3.6 O INV. UT=33.6 45±' VERIFY AT WATER SERVICE .:KOSSINGS PROVIDED: " I • ! IN FIELD NOT TO / / / / 1 y 1' ! PROPOSED 6' CRUSHED STONE OR MECHANICAL DWELLING UNITS - 16 SPACES / / X " f "� I � 1 BAFFLE COMPACTION. (15.221 [z]) RETAIL = 12 SPADES / UNIT 5 1 LEACH PIT xI rr RIM ELEV.=41.4 SEPTIC PROFILE / FF -420 30' SEWER p INV. IN=33.6 PROPOSED CATCH BASIN c1 ° ' I CLEANOUT/ I 1 RIM ELEV. = 42.0 /// a (TYP.) / 1 , r INV. OUT=33.6 TOP FNDN. VARIES 40.00 MIN.) INV. OUT = 39.0 // W / .p Ijl ' "� / ' ' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SU't„0 1 ACCESS COVER (WATERnGHT) TO ACCESS COVERS TO GRADE ' I'r { //%� WITHIN 6' OF FIN. GRADE Q Ti -2 ; Ir'{ 39.1' MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER S'STEN 40.0' UNIT 1=41.1' RUN PIPE LEVEL 2" DOUBLE WASHED PFJSTONE 2' DOUBLE �.-_ x ��'.y.. ?:> FOR FIRST 2' WASHED J� 3 �....:.;,� / UNIT 2=40.8 PEASTONE 3' MAX. i n S\ 3 P UNIT #3=40.1' 3241 MAIN STREET / / o - UNIT 4/ 40 42_ _r UNIT #4=39.9 � 2,500 CAL 1.500 6.77' MAP 123 PARCEL 20 / / O FF -43.0 3 9' I UNIT ###5=39.0' 37.02' COMP. GAL GAS uv n/f DENISE MACDONALD, TR. & / !n ca 4 �� 42 - UNIT #6=37.8 COMP. BAFFIE JOHN MACDONALD, TR / / 2 ,,�1 n - - ti 42 �J$J� _ 36.54' D!1 0 UNIT 7=38.2' TM_3 ! UNIT 8=37.6' PROPosED / , �$ - i GUY ! 4,000 GAL \� ENCAS$D_SE1pLEf�,, fr- 3 SWAR DUAL COMP. COMPACTION. RUSHED (15.221 [2],ECHANICAL ALINE W/N 10OF p�+ UNIT 3 / H2O SEPTIC TANK WATER SERVICE TM_ Ir¢� FF=45.5 , ,42 (TYP. Q a a a E `" ! / EXISTING BUILDING 188 (2-5% SLOPE) x UNIT #1=162' (2_5 X SLOPE) ( 1 X SLOPE) UNIT #2=149' (2-5x SLOPE) / UNIT 2 / Q FOUNDATION- UNIT #3=124' (2_5X SLOPE) - SEPTIC TANK 23' D' BOX < FF -46.5 s "Zoo ; o co UNIT #4=116' (2.5x SLOPE) UNIT #5=80' (2.az SLOPE) DEPTH OF FLOW = 4' \ ,42' UNIT #6=33' (2_5 X SLOPE) TEE SIZES: UNIT #7=45' (2_5 X SLOPE) INLET DEPTH = 10" UNIT #8=22' (2.5.X SLOPE) - OUTLET DEPTH - 14" XISTING TIMBER RETAINING WALL UNIT 1 EXISTING _ _46' - G H FF -47.5 i DUM.STER-��... `� / SEWER x4�p r i" x�� 3 CL_ANOUT I ) (TYP.) y \ TURE I SEE PAVEMENT SECTION C GR E 'J ' I LeSARON CAST IRON LA0910 - - - H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG AP i r VALVE BOX TO , SLEEVE TO ALLOW MOVEMENT \ ! f GRADE AT EA. END. MAP 12 / ` '7 PARCEL 211\ _ I / '-' POURED CONCRETE DONUT ps y `. ` �' , , i.SCU.FT.t �f't 330 MAIN STREET /jam {;�`jj� lip 44,851 SF �, f _' - - - •r /i / / / �! / SL BR- iI/ EXISTING F DWELLING Y Si KTLAc �I1 I 4.0"0 PVC DOORS,IL&/7 mI SLAB EL=56. EL-47.9'�- - DOORSILL �6 / 4'PVC AT 2% MIN. SERVICES / v 56.3' PO RRCH CLEANOUT DETAIL ( / 4 ! i/-20 FOR USE IN EXISTING I UTIJZE PLASTIC CO PAVED R N LAWN AREAS - , -52-- 4- / RETAIL I / ®' STORE / 334 MAIN STREET \ 2.488 SF I / MAP 123 PARCEL 22 n/f ALBERT PAINO PLASTIC COVER T"REA:ED CAP TO LAWN/MULCH TO GRADE r GRADE (TYP.) DOORSILL ! ,qq , / ,N Nu�CH 1 \- =56.5'/ : ` IS:N+D ai II jT-O�P FND. / .. \ HOUSE TYP. 1V I I I / \ I \ X77. LQ \ 144.040 �n �� REMOVE FENCE BENCHMARK: `_WrRFS rn 1 / CENTER CATCH BASIN 0 / ELEVATION: 55.99 11 'I 0_ Scele:1 "= 20' \ Rp 0 10 20 30 40 50 FEET i DCE #06-295 J 3 0 4 4' MAIN ' I I I I BSMNT FUR. 4'SDR 35 PVC AT 2% MIN. FROM LOT -INE TO HOUSE WITH C.EANOUT OUTSIDE FOUNDATION WALL (TYP.) SEE CLEANOUT DETAIL SEWER CONNECTION PROFILE NOT TO SCALE: NOTES 1. DATUM IS APPROXIMATE NGVD 2. MUNICIPAL WATER IS EXISTING & AVA.LABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-20 37.00' r7 0O�C7� 0 36.00' ooaa = C70C7O oaoa o 000a g 2' oaoo E] 0 ED 0 3/4" TO 1 1/2" DOUBLE WASHED STONE ( X SLOPE) - 37'MAX. LEACHING FACILITY NOTES 1. DATUM IS APPROXIMATE NGVD 2. MUNICIPAL WATER IS EXISTING & AVA.LABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC, 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BELOW AND AROUND THE LEACHING FACILITY. 12. SEPTIC TANK SHALL BE DUAL COMPARTMENT WITH 2,500 GALLONS IN THE PRIMARY COMPARTMENT AND 1,500 GALLONS IN THE SECONDARY COMPARTMENT. LOT AREA: 44.18:: Sr OR 1.03 ACRES REFERENCES REFERENCE- S9 'E199 PG 12 YARI,!3u7ri ASS_SSCR'S MAP 123 PCL. 21 OWNER OF RECORD ARES & PENN' SULLIVAN 674 S IUCKET ROAD ,UUTn ✓E%%I 61., 52660 ZI6 i8199 PO 12 ADDRESS: '330 MAIN STREET, YARMOUTHPORT, MA 02675 SEPTIC DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: B_ BEDROOMS ® 110 GPD = 880 GPD FIRST FLOOR: 2,488 SF SUPERMARKET ® 97GPD/1,000 SF= 242 GPD BASEMENT: 208 SF SUPERMARKET ® 97GPD/1,000 SF= 21 GPD 1,381 SF RETAIL STORAGE ® 50GPD/1,000 SF= 70 GPD USE A 1,213 GPD DESIGN FLOW SEPTIC TANK:1.213 GPD (2) = 2 426 USE A 4,000 GAL. 2 COMPARTMENT SEPTIC TANK 6.56' 2,500 GAL. + 1,500 GAL. COMPARTMENTS LEACHING: SIDES: 2 (16.5+79.47) 2_L741 = 284.07 GPD BOTTOM 16.5X79.47 (.74) = 970.33 GPD BOTTOM TH-1 EL. 27.5' TOTAL: _ 1,311.3 S.F. 1,254 GPD USE (9) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2' STONE AT ENDS AND 4' AT SIDES 1. - ._„ DANIEL �o DANIELAGNF o DANIEL 9� t A. OJALA a s A. NOJALA No.CIVIL OJALA 1 140.40980 140 098 i S sksk0"' �0(zl(� _' DATE DANIEL A. OJAL r PE PERMIT SET NOT FOR CONSTRUCTION MA IAPPROVED DATE BOARD OF HEALTH SEPTIC & UTILITIES SITE PLAN SULLIVAN VILLAGE STORE 330 MAIN STREET YARMOUTHPORT, MA PREPARED FOR CHARLES SULLIVAN SCALE: 1 " = 20' DATE: JULY 20, 2007 REVISED: 10-21-08 (SPR COMMENTS) PERMIT SET - NOT FOR CONSTRUCTION off 508-362-4541 - fox 508 362-9660 t down cope engineering, in c. DAMCL i Cl VIL ENGINEERS �U OJALA CIVIL I LAND SURVEYORS i �+ No. 46602 X939 Main Street - YARMOUTHPORT, MASS. PAGE: 3 OF 4 lC 7-% a 06-295 SITE II.DWG (ARG)