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HomeMy WebLinkAboutEngineered Plan - 2016. . ' _ - _ . . NOTES: RECORD LOCUS INFORMATION 1. TANK SHALL BE PRECAST CONCRETE. . . I . . . . . 2. GREASE TRAP SHALL WITHSTAND HS -20 LOADING. ONNECTIONS .A.. .. N1 ND CONCRETE ,JOINTS SHALL 8E. CURRENT OWNER: Mr. DAVID DEMPSEY . 3. ALL PIPE C 1I II I I I . ..� 1 . . .. . �.. ..I I�. II I. :I . . .. .. � I .II. SI I. I. I. WATERTIGHT. TITLE REFERENCE: DEED BOOK 13075, PAGE 209 24" DIA. COVER (TYP.) .. PLAN REFERENCE: PLAN BOOK 371, PAGE 67 . .. .. . I ... .1. I. .-. . I... .. I. I. . .I . I . I .. .�. .. .. . . . .. I . . ..� � . � . I . . I I .. � I. ­. . I. 4. INLET AND OUTLET TEES TO BE SCH. 40 PVC AND TEES TO . . . . . . .�..� .. I .. . . . 1. 1. . � I I. . I .. . .. . . BE ACCESSIBLE :UNDER MANHOLE COVER. RAISE (2) TO WITHIN 6" OF FINISHED, . ' . 5. MANHOLES SHALL BE BROUGHT TO FINISHED GRADE. GRADE USING SEWER .BRICK AND .. .. . . - MORTAR AS NECESSARY .. I . . . . ASSESSORS MAP: 30 . PARCEL: 224 . 6. GREASE TRAP SHALL MEET ALL REQUIREMENTS OF LOCAL .: . . . AND. STATE HEALTH AND BUILDING CODES. - 6" MAX . �- .I . ..** . ..T-Ij..rI .. �j . l0. V.%... I . IIT . 6F. '- I9 . I � 3i,iI�II�� 1 ,e ._ Z I S 1. ,. ..I. . .. .!I.*. ., I I �,. ,. - -I I . I.. ,. . . ­.. . -* . ..4. . I. **. .. ..4.. ..�. .-.. .;,I TeeI 7. INLET AND OUTLET TEES TO BE PROPERLY SUPPORTED WITH ON NG DI TRICT: 62 . SETBACKS: FRONT 30' . �. ..� . . I I . . . . I . .I . . I 1 .1 . I..� . . . . I I. . I... .. �� . I . � ..�. ... .�.. .I. I .... . ..I.. . ..� . .. .... . . �..... . .. .I .. . II. . .1.1.�. .. . . . . . ... I CORROSION RESISTANT HANGERS, STRAPS OR OTHER DEVICE. i1.. . I. I .I � .1,. . . .. . I .. � . .. :. I .� .. I 1.� 1 � I. . � I. .� .� . . . g» I REAR 20' . . . . . . . ..� . . I .. ... .� . . � .I . . .. I .I .. . . ... �. . . .. .I . � . . .I. ... . .. .. I . .. .. . . 1i.i I 1 I' .,1 . '... .. . ..I. . ...­. . I. �. . II �..-. . �. ... I . .­ � .� .�. .. . . . . .I. . . .. .I . . ... I I . . .,.. II �. . 1. ... . ..� ..1 I . II I I� I . . . . .�I .� . .. ... .I ... ... �.I . . I ... . 1�. � ..I. . . I. . .... 1 . � I . MINIMUM LOT SIZE: 20,000 S.F. 17-o" CAST IRON . ZONE II DISTRICT: NONE INLET TEE SHALL . . . . . . EXTEND T0. MID . . DEPTH OF TANK .. I. FEMA FLOOD OZONE: "X" . I � P . . . � I . . [ tO'-o» 5-4 3/4 uQUID LEVEL ..:-`"~-�-� AQUIFER PROTECTION . j---.� . IL �.I ... I� � . 1 . I... .. . .. ... . �.. .. ..�. I .. I... -.I. ..... �I .. � ..I I I.I . .I . .I . . I. IC. .. .I . I ..I. /.. . . ... .I 1.� I I I 1..I .. \I... .. I I. ).I I .I .�� .. . ��. . .. . � .I.. I .II I ...,.. .�.I�� �. . I. ... . � . . �� . I .. . . �I.. I . . .. . TI. I... � IC . I . .. . 7..� . I .� �.� - .I . 5. .. . II. .�) . ..I I... . I.� .S.I . . E.I. �I . .. I .. AI ..� I II. I I..I . T�.� .. ... . ..- I... .S .. .I. . I. .�. . 1 �. �.�. I I .� .I I. . I C. I. I .. . I. .I . .r ..... ._..� - -I.. .nI I . II�.1 .. . . 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I�.: .�. :..-,1 j..I i��'I:�IvI�ii11!i)�����IiI��I�IiI�I�iIII!� I 1, 1 1I1-. .� . j .I . .I .I 6" s" r UP #37/77 OVERLAY DISTRICT: NONE I - BENCHMARK . // " �----� OVERLAY DISTRICT: R.O.A.D. . J.. • .A . , • :• • •. l TOP OF STONE .. . - ` "`~ �� . UP 37 78 ; . BOUND. ELEVATION % # / OVERLAY DISTRICT: G.I.Z. . . 22.57 N.G.V.D. { . . . . . PLAN VIEW 6" MINIMUM OUTLET TEE I f '- '-``^�-�_ °° . . 3/4" To 1-1/2" CROSS-SECTION VIEW SHALL EXTEND N , - . I !/ T . . . 80 06 c j CRUSHED STONE TO WITHIN 12 '_ ! 2o913w ;i OF TANK FLOOR . ��� . 99 /. M`��~ . ABS.£ wjpTH I . . . .. .. .. . i .. . - - 0 _ 20 `-� --__� f l . 5,000 GALLON LOW PROFILE GREASE TRAP ,H .. . N78.,EDGE OF PAV NOT TO SCALE . t.� _``i: _ �_--- ' 0 51 {�/ CQ_ �� £HENT . J '`" ' .-- \ 434 4 NC SIDE ____. . EXIST WATER & `�•,. ---.,, GRASS ~: `�. .- ""- -.� GAS LINES . � i '"`1, _.»_ '~~- `�''` { SSS-....._ .........,� ..., J `� _ EXISTING REAR BATHROOMS) ®10 GPD SYSTEM B N/F p0,,e%'-{ , �_. _.::t'£,, ,,, __ .. PHILIP J. CHAGNON .� ;; -�;. '`i`'T VENT II2.5s . p ,,,,, ..�. ,,_.. ,. ...._ ---." ' I �y FLOW RATES: ASSESSORS MAP 30 _ _ Y r TN n // / = �� . 2S. RESTAURANT 75 SEATS _ _ / . X 10 GPD/SEAT = 750 GPD PARCEL 225'/-� �ti� /� ```` . _ LAMP ' �-� ` GRASS . . . . ../ .V.. .. .10 -.. �.F..9../-1� .I. *. _z F(_/ 6 / / ___.. ` i . 746 S.F. RETAIL STORE i - PROPOSED .._..' i /iri-_ 1 `_wry`. I ? _"`` '__ i . X 50 GPD/1000 = 38 GPD - 5,000 GALLON '~ // i �./ / --.� _.� .. . . 1 18,I�. -. , _ I DESIGN FLOW RATE 788 GPD 2 GREASE TRAP l /'/ /R' '_ . ```. /' i� "`,, '�'" - --- . / j SIZE SEPTIC TANK £$ e2 - .---i-iEXIST/ '' - ' .- l / . I . . .. _ _ _ i SIGN FLOW IS LESS THAN At ; �l�l NG 6pfk45,'-.__�; i .. . NOTE IF DE .` _ _, ff I 1000 GPD THEN A 200% TANK "tel FIE�O S �EgCN`''T�-. . . . _ IS REQUIRED. ! - 1��5 YSTEM . �NG l lr . EXISTING 7,000 /�_,�, _ `` ```` INsr `q» ' l . GALLON SEPTIC . jam; &. ~�; AW ED 200 `� ; . 788 GPD X 200% = 1,576 GAL MIN. TANK TO REMAIN ; 0 / -�� 0 1 'I � . . . rs 1+~ USE 2,000 GALLON TANK // 789f S.F. _/ - ._ � ( 34, 1" . � SSESSORS :' ; STONE, . , . SOIL ABSORPTION AREA 1 1 �sY PARCEL 223 (Y, 6" C.I. FROM o a ��- . . . . BUILDING TO -1 c y�P . 788 GPD +- 0.74GPD/S.F. = 1,065S.F. Ci BITUMINOUS PARKIN PROPOSED j 45'L X 24'W LEACHING FIELD GREASE .TRAP LAMP 2 ! . = 1,080 S.F. I v L I .. .. j 1,080 S.F. X 0.74GPD/SF = 799 GPD)` . ' ` + ( 1 ;� tz EXISTING CB'S AND PROPOSED HANDICAPPED EXISTING . l LEACHING BASINS 799 GPD PROVIDED > 788 GPD REQUIRED ENCLOSED RESTAURANT ..,Q� . ACCESSIBLE BATHROOMS / PORCH &U . T.O.F EL.=19.41 STONE `` .- o) , . . ,500 GAL. . .. n . 2 ... SEPTIC TANK �. o N i N-__.`�- 2 . . ' EXIST-/ *`` . ? . N/F .. i . . . . . . 0 I GRgSSNG ``"� � . EETHEMIOS J. BENTAS . . ..., . " s / . c Pq . le-_ . . . ASSESSORS MAP 30 tt STONE NG PARCEL 223 J . t 1 SYST . N F 3 ' EXISTING `fir _ k 27 Q'' 2 . - 4.. .. . .-II.-t.I-I� _ 4. -- .-.II.- -. �-�_-_��-I.'- -I-I� . ANN M. SCHOFIELD , 0 a t RETAIL STORE . '-_� ;,� -. _. ; . . ASSESSORS MAP 30.E , 746± S.F. - . __ � • 1 I 0 w . EXISTING FRONT X25 GPD SYSTEM A PARCEL 226 Jr7 �. `_`'` w`' .I. I .. 9..�.I I ..?� I LI-I .. -. .II- . I 1,..�..-I-�.1. . �. ,.�. ,,I. ...1 , ..1�� II ,. . , ..1 �I .. .. .._ ...,SI �. 7..�.I .. 1 7.S�.. ..... �/ .�-..I,� �1 .. - � . 1J.1, :,� .., _. j�..-:R--.c-� I ;/.1. . .: I --/, I - C. -1..�__1.j.J. 'A� _ � 1,I .. . :_�.-f _" / �I _ ,,-:.I .., ,I... 0 ,,.... . :�I _. _., ..1 I1 -, I:.S SLAB / , ;-�` ; .I.7.� . k�I� ..�.I-.�.I _-_.. ,..I ..� .. . i�1. l-�l,I.�it.l.lAI_i�.� '..l� . i'-_l_..lz7 li.IZ.. I l��.2l-I. l_ J FLOW RATES: / i `.. :' j RESTAURANX 25 GPD/SEAT = 1,875 GPD (�` Iv ..I s. 7, `\ jam\ -//- / / ``�- � EXISTING INVERT ELEVATIONS- =... . I :, ;. _,. I - ...I II �I. , { ._•- -- _ t7 lit \ . DESIGN FLOW RATE 1,875 GPD � � . SIZE SEPTIC TANK - . . . .. . t S7/23'/i„ . e _` -' �0 �'��-w __ _ TOP OF FOUNDATION . 19.41' A NOTES IF DESIGN FLOW IS GREATER THAN 20N£ `� _t A �- ; EXISTING 6 INVERT AT BUILDING (GREASE) 17.51 B 1,000 GPD THEN A (2) COMPARTMENT .. . -I e2 /''y4 Sy k .``"" - -/ t PROPOSED 6" INVERT . AT GREASE TANK (IN) 17.31' C TANK. IS REQUIRED WITH THE FIRST S/p . ,---' ' . AT 200% AND THE SECOND AT ioo eN�AC �£N `` TE 8 RES t'/ PROPOSED 4" INVERT AT GREASE TANK OU17.06' D . T _� £ 14 / . .. . ( ) , 1,875 GPD X 300% 5,625 GAL 1so.00f`-_ �' EXISTING 4" INVERT AT SEPTIC TANK 16.89 E EXISTING 7,000 GALLON TANK . . -.� ... SIZE GREASE TRAP _ ..--- 75 SEATS X 15 GPD/SEAT = 1,125 GAL. N/F N :i r A � � J k, i J: ! ; t .. ; :'I )Dcartment EXISTING 1.500 GALLON GREASE TRAP _. NOTE: EXISTING INVERTS FIELD VERIFIED ON APRIL 29, .2016 . DOHERTY P. STACEY `> I € I 1 4' V TO BE REMOVED AND REPLACED WITH . ASSESSORS MAP 30 . 20N£ . 5000 GALLON GREASE TRAP , . PARCEL 222 i R£ 82 . . -� . 1 S/p£N�A` IVa w t Date SOIL ABSORPTION AREA : . . i . . . 1875 GPD -o- 0.74GPD/S.F. = 2,533S.F.. . . . EXISTING 60'L X 45'W LEACHING FIELD . ... . . I . . . = 2,700 S.F: Mgs, ���N OF 2,700 S.F. X 0.74GPD/SF = 1,998 GPD . . .. �� y . - �o BRIAN G. . . . . . I o. YERGATIAN -. 1,998 GPD PROVIDED > 1875 GPD REQUIRED . i i U CIVIL y . • `0 9 No.46206 Q Q . . . . . �p,� FG/STe �.. . Ess/ONAL ENG\ . .. . . . . . ". - . S t . �j . . . 1. . . J � OPS �L5.. : 3 CV w v U Q� . 0 H 0 H 2 28 ... L❑CUS w. . 0 F_ W Ld . .. H C PW4 Q CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE . STRUCTURE AS DETERMINED BY ` : INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. . . SOF . 1.a 29I . . use PROFESSIONALLAND SURVEYOR . DATE PROPOSED :1 G.REASE.TRAP . , . .. REPLACEMENT . . I #4.1 . . 1 15 ROUTE 28 .. . IN WEST YARMOUTH . MASSACHUSETTS (BARNSTABLE COUNTY) I. "KELTIC KITCHEN" MAY 5, 2016 . REVISIONS: NO. DATE DESC. . G3�C�GD�IGD . . -- MAY. 0 5 20116 , - HF.ALTN DEPT. PREPARED FOR: Mr. DAVID DEMPSEY . .KELTIC KITCHEN . 415 ROUTE 28 . WEST YARMOUTH, MA 02673 j 'w", :: lJ�- .. 13sc - . -1 I . . . . . 349 Main Street, Rt. 28, Unit D W: Yarmouth Massachusetts .02673 . 1. . 508 778 8919 © 2016 The BSC Group, Inc.1. . SCALE: 1 " = 20' 0 . 2.5 5 10 ups 0. 10 20 40 n PROJ. MGR.: C. FIELD FIELD: C. FIELD / K. HEALY CALC./DESIGN: K. HEALY DRAWN: K. HEALY . CHECK: C. FIELD FILE: 816 4-G REAS E -TRAP -LAYOUT. DWG DWG. N0: 5269-04 SHEET 1 OF 1 JOB. NO: 4-8164.00