Loading...
HomeMy WebLinkAbout6011T 201 INC. I'D 1'GXIN, P.E.. SE {3009 SYSTEM PROFILE 1,500 GALLON SEPTIC TANK (H -20I NOT TO SCALE NOT TO SCALE 4" $CH. 40 PVC L-10.5 FT. S=0.027 D -BOX SEPTIC TANK N4IE: MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING BF�FIMARK: fIMATED DRILL HOLE IN kSpNAL MGIi CONCREFE BOUND )UNDWATER EL 2520 N(; ID r � w c� a a 0 m O m ,.g S EX. SEPTI TANK AND \ PUMP CHAT BER TO BE PUMPED )RY. FILLED W/CLEAN SAF CRUSHED AND ABANDONI ) IN PLACE Nor ��'� MICHAEL P. L.AVIGNA ASSESSORS MAP 1280iy \• ��•• C OAK TREE TO BE VISTA PRUNED f-m� 1� N 1 4" SCH. 40 PVC L-60± FT. S-0.015 - FIRST PIPE LENGTH TO BE SET LEVET. FOR NIN. 2' FINISH GRADE EL=42.5± 4" SCH. 40 PVC W H 1 5.1' SEPARATION J i EST. HIGH GROUNDWATER LOT 3 4,050± S.F. WETLAND 83.675± S.F. UPLAND 87,725± S.F. TOTAL I T } '�•�� .\ '"� JCC) PARCEL 13 ' %4RA�E ADD�T10 t \`�4 �•: W�SECOND �TDPYJ\ L \•� Cbp s'� ryh • • -BEDROOMJCL r L \ 5r- f�Aj PRECAST Com`=TE LEACHING 01 \\ \\� . `�;� +MBER•) 7 ! e� \\� v TAS T'J E'� REY�•��.�� `` biFFf%S /, �j'r`' �Q---• \ \ �^ � ``�•\ti t � y� /r wA. TOP OF COASTAL BAMK (TYP•) IL mak Fl i as \ \ \ �• '" • 0• _ \ •. NCF d 2159.0 X 10.63 / 3 A2 GARAGE 4G cJ 1 / Ems. \ ��1 �� t \\ \� \L I ! - `l\ \ WF#11 A \` { t.50 N \ / ,L,yOr �\ \� \\\ `'.. ` \�� fhb ••• f PATIO ]illi. r % t PROPOSED OTP-17 I ��•i\t o I DWELLING BS ?O � � S I � � S�� � POOL \ k .� 'i i• �'` � J � � I_ �.�\ "\ \ s r D -Box - ryN DRIVEWAY.CBF y ' 9yF J9x. /. W -- `rW. \ `PROPOSED U8 \ �% ^.. ASEPTIC. TANK ;X _ / \ INVASIVE SPECIES SHALL BE PROVIDE NF Y �� ^ �.�. / r \ REMOVED AND TREATED AS \ �� . 7 " _i \� ,/�- / fir\ \3/4' WATT 2 / /; COTTAG / ` ; \ i \�S NEEDED . I x ;r - I SHED TO BE � / SFLT RELOCATED / � STAKID �✓ FENCE NEW UNDERGOUND GTRICAL SERVICE_�- g BY OWNER �� . _ i �_ REMOVED I _ INVASNE SPECIES TO BE E AREA / SHALL • 6T / /! EB TMREPLANTED TENNIS COURT xl X J i 11 I % �i !� •' /i ,a ' J d SOBS\L. FINE %ASSLS /moi ti j SORS 28 IiAP 1 o `AP 75 `12.3' L, •, ' - '`� / 1" j J r I �, x , , / / ,_ •.!' % - �- 500 GALLON CONCRE 1 , (• / I \ ��ll // J ���/' ^� \ \� NOT TO SCALE NOTES 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 3. ALL PIPE CONNECTIONS /ND CONCRETE :ONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHAD 3E LOCATED WITHIN 12" OF TANK WAL _ AND ACCESSIF : FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDE )UC CEMENT. 11'-C" 10'-p• f -1 f 4'-9" 6'-2" - C� C- 6* MINIMUM PLAN VI TL'V 3/4" TO 1 -1/2 - CRUSHED STONE - MIN. 20' DIA. COVER, TYP. RAISE (2) TO WITHIN 6" OF FINISHED GRADE USING SEWER BRICK AND MORTAR AS NECESSARY �CHEDULE OF ELEVATIONS 6'-0' P OF FOUNDATION 45.501 A (MATCH EXISTING) INVERT AT BUILDING 40.80 B INVERT AT SEPTIC TANK (IN) !!gm C INVERT AT SEPTIC TANK (OUT) 40.27 D INVERT AT DIST. BOX (IN) 39.37 E INVERT AT DIST. BOX (OUT) 39.20 F E MATIONS AT LEACHING FACILITY: 186 CRANBERRY LANE IN 4 INV. AT LEACHING CHAMBERS 39.00 G (BRKOUT 39.83) E ITOM OF LEACHING CHAMBERS 37.00 H E 1MATED SEASONAL HIGH GROUNDWATER 31.90 J GEN :RAL NOTES 1. TF" PLAN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SE GE DISPOSAL FACILITIES AND THE NEW BUILDING. 2. AL _ :ONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AIL YARMOUTH BOARD OF HEALTH REGULATIONS, 3. TI E : ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PI C DSED LEACHING FACILITY. 4. E) � NG UTIUTIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DIE NOT GUARANTEE THEIR ACCURA:Y OR THAT ALL SUBSURFACE STRUCTURES ARE SF 0 V. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF L TUTIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CCv' RUCTION. IF ANY DISCREPANCIS ARE DISCOVERED OR FIELD CHANGES RE ]L RED, THE CONTRACTOR SHALL NCTIFY THE ENGINEER IMMEDIATELY. S. TH: ONTRACTOR SHALL BE RESPONSIBE FOR PROPERLY COORDINATING THE PF )r YSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY CC 1' 1NIES, AND SHALL COMPLETE THEPROPOSED WORK WITHOUT ANY INTERUPTIONS IN S! ?VICE 6. CO I' 'ACTOR IS REQUIRED TO NOTIFY D6 -SAFE. PER MASS STATUTE CHAPTER 82, SE T xH 40 (1-885-344-7233) A MINIIUM OF 72 HOURS PRIOR TO THE START OF CO FS RUCTION. 7. THIS SYSTEM IS NOT DESIGNED FOR THEUSE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THC PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). 1�`o / - " .1 4" PERFORATED PVC I I ! o m 12.4 XI } , , / / / / 1 W/SCREWTO N/ TO EXTENDAL DOWN ARADE-\ tiD rrr/ / f� wrro3 'L \ND ;, X - --X X I l ` lI 1 �I , / 1 AL I'', f BORDErnrrc VEGETATED %� S88'23'17'W � ? I I I I � � � WETLANDS 5' DIA. KN OC'<OUT TMP.) i 7, HDPE 40.59 s i IrO,WF 02 1-1/2' TAPER RISER - r ACCESS COVER T WITHIN 3 INCHES 0 FINISH GRADE 1/,/, 1-36' COVER \ 1 ' l ' � t'I � II , 00 00 0 0 00 M= -4-1C to •' N�- z 0 0 0 o0 00 0oE] MM 00 34" 24" o [ 0 0 0 OO 00 =MM OO OD EFFECTIVE O [= O 00 --�, . J l '� 1\�\ 00 OO 0[OO ( OO I DEPTH • 2,6M O [ZI O OAC] 1 00 00 000 00 00 BOU +05 ' FRONT VIEW SIDE VIEW LOAM AND SEED ALL DISTURBED AREAS 2" LAYER OF 1/8' TO 1/2' DOUBLE WASHED STONE ABOVE CROWN OF PIPE - 3/4' TO 1-1/2' DOUBLE WASHED STONE TO CROWN OF PIPE NOTES. 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE 2. CHAMBERS SHALL BE 500 GALLON LEACHMC DRYWELL, MANUFACTURED BY S4)REY OR APPROVED EQUAL 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WAS4ED STONE WN.RE SPECIFIED. 4 rollins Pond � a ' Z LOCUS v A LOCUS MAP NOT TO SCALE BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM UPGRADE 186 CRANBERRY LANE IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUN;Y) SITE PLAN NOVEMBER 8, 2013 NO. DATE DESC. 1 11/18/'3 ADDMONAL BENCHMARK PREPARED FOR: THE GRE/1• ROOM COMPANY, INC. 16i WATER STREET NEWBI RYPORT, MA 01950 i . �: B,�� GROUP 9, j 349 RoutE 28, Unit D W. Yarmo Tth, Massachusetts 02673 508 778 8919 © 2013 BSC :roup, Inc. SCALE: 1 " 30- 0 15 30 60 FM FILE: P:\prA49791 DO\Civil\-Drawings\4979800-SP.dwg DWG. NO: 538: -03 SHEET 1 (IF 1 .. __