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HomeMy WebLinkAboutEngineer Plan�._S N/ SEPTIC SYSTEM DESIGN APR TC N YAR Ai UT i GENEVA M SMiTHUN, TR. TOWN OF N/F ASSESSORS MAP 39 PAULA MURRAY ASSESSORS MAP 39 PARCEL 31? tTOTAL MOTEL OCCUPANTS 69 UNITS 04 PER UNIT = 276 TOTAL HEALTH DEPT. b. ASSESSORS MAP 39 PARCEL 328 / PARCEL 330 \ I/ ASSUMING 50% WOULD' USE THE MOTEL ROOMS 138 (50%) { WITH 8,930 GPD AVAILABLE 05 GPD/ PERSON 1,786 GUESTS =s�PjH of r gSsgcy S8T23'40"E 173.77' C TOTAL OCCUPANCY PER DAY - 1,924 PARK PATRONS LOT 3 In n o KIERAN J. fH. 481 f� m ' N N/F SYSTEM1 4,930 GRID CAPACITYann0 GPD CAPACITY Poo. 48735N/F}, 1 =� ro A4ARIA GAGElRO SYSTEM2OONN/FSTANCE=ATRCC(A��i NULTY, TR, r = \\ ASSESSORS MAP 31 TOTAL 8.930 GPD CAPACITY SSRFctsPACONST N LIFE niSE5S()ieS MAP 39 S87'2a' 4E"E 100.00 �Pr{ = " PARCEL 94 �NAt nNa S ESTATE S� CEL 329 �_ g�1�1 DEED 23067%76 SYSTEM #1: 8.930 GPD * 55.21% = 4.930 GPD ASSESSORS o0 3?Spb `ll�` � ` ms PLAN Q PLAN 198/115 SYSTEM #2: 8,930 GPD * 44.79% = 4,000 GPD \ll\l ..PARCEL• 65 ^o'• F �- 181 18 -�-'" --- -'".. .-,� ' MAP 31 2 PROPOSED TANK SIZING CALCU_ oTL. IONS WOODED �3joy. ; ko E u r ?: ~" 01111 �ll!\\e r \ SYSTEM - /:� !_t %A'106 \ 7 _ 1 ll\� c^ \ 2/3 OF VOLUME: 2,640 GPD TRALEft l�\l\lUSE 8,000 GAL o`"\�\���® \ 2,640 GPD * 300% - 7,920 GAL. - USE 5,500 GAL. PUMP CHAMBERr� lv 1 s TRAILER 11 j \i� 1/3 OF VOLUME: 1,320 GPD Tt rn * = -USE 4,000 GAL TANK r \l\\ 1,320 GPD 300% 3.960 GAL. N/F USE 2,000 GAL. PUMP CHAMBER DOUGLAS GRAHAM f� L@'�d� \ \7 e c ASSESSORS MAP 341 101 PARCEL •-- -:: M DEED 25O�aJ162 ; / r N/F..i 00F i o� FLOWRIDER FLAN 198E11w , DINT LLC r 1l DRAINAGE \ \ - THE P ` BASIN T SYSTEM # ASSESSORS MAP 3; EXISTING 4,000 GPD PARCEL 77 LEACHING SYSTEM 17>1 l O REMAIN t �` \ JJ 1 \. I .FiiNG\\l \ LEACHING PIT FOR 19 1 %\ \ ' FILTER BACKWASH 263 J 4,000 GALLON 4,0 !i L o 1 �4 SEPTIC TANK 1 �� ✓i c�k0p5 PETER FOSS I(IN)=93.40 ;° rr � 1� ASSESSORS fi931 r 1 I(OUT)=9319 t 111111 sc �" PARCEL s2 L f. 1 P` \Z� llECSS ��ri� DEED 11693/165 N F - ,,. Z8"XS"X4 TEE E,_ I, 1 v o PLAN 4"X2" REDUCER V HOLIDAY VACATION n, t ....� ASSCONDOMINIUM ESSORS MAP 31 i lvJti9 111�\l1` ; PARCEL 78 ( i } EXISTING INDIVIDUAL t i LEACHING PITS FOR ( 9MOTEL ROOMS TO 1 -- - ---- -- REMAIN _i A % = r✓" ✓ - P �j SYSTEM #1 4 _ til}.r v�av:: =o%"=` PWR 11�til� �111�111�1 S n- EXISTING 4,930 GPD J A E LEACHING SYSTEM 1 i TO REMAINSCH. 40 ` 1 IN )4.50 _ l j » scH. 40 PVC RST SECONDPROfi ��� § ��� LEAD `G 4 INV.=95.00 STOR CKS 2,000 GALLON `TiTAiLEti FUTURE EEXPANSION AAREA c i,�1�111ii1���1t S I J PITS CONTRACTOR TO WITH R F PUMP CHAMBER RTtP7L°;Ai. iT11Ei�11`�� i VERIFY PIPE ! ® GVERH i(IN)=93.05 TURF '> � 3'X2' DUCT j11 1 � - DIAMETER. ADJUST KOUT)=92.80 m BANK 3'X2' DUCT BANK IN FIELD IF 4-4"PW 1-2" PWR It1111 i 13.5' s GPD % NECESSARY 5 1 I 1 2" WATER 505 v0 c, � � SERVICE " '�y�1 , r v 1 D I INV.=94.00"�`��t`tt}44��t }} MOTELua v} T.O.W. RETAINING j§Ntvx� m� C 98.83 s 1�� t' i I ' w LEACHI C/ UNITS i c WALL t FITS �N c 98.83 T2lRP FacAL 512 � 8 �slNcss LLC I 11 1 11 4, I .mss ,> �� � ASESSCiR MAF 31 2.5 -IN FM r \ 4 c j MOTEL PARCEL 2G j S 1� i(• UNITS T.QW. / r 4" SCH. 40 PVC I °a 9 l ♦ L 2£2 98.83' J, \ 286, F. D r t1i1 1, 19 w' ° - - - _ z" WATER Q 1 f \ ( t �'r - _ _ JvENT ! w. sERVICE ` X41 �iilllil�) r o 2 d r s. !1 X11 1 Il�l,i, z r �l ` _ SHE 2,000 GALLON,, 8,000 GALLON J S86'10'10"W 124.96' i _. - - � '' SETTLING TANK _ ) le o T.0 W , SLOPED 2 -COMPARTMENT (i1� w I(IN)=92.50 i LAZY RIVE:? / 1 " UMIT OF REG �- ST P SIGN I(OUT)=92.25 EXISTING 8,230 GPD 99.33 ENTRANCE' SEPTIC TANK / l(IN)=93.68 Ir - , LEACHING SYSTEM > q r- - _ TO BE_REMOVED a � 5,500 GALLON I(OUT)=93.43 j o / .n CONCRE3E, PUMP CHAMBER i i i' V I - __ un T.O.W. Q (wI(IN)=92.98 _ I ! w } ' r - - j NC 99.83 e'a \I(OUT)=92.73 a v Al RETAINING / AR77FICIAL TRASH �1 Iw _ ___ s a w )STOCRi4i�3E FE i 2OJ ( I WAS TiiRF C 'o La Sia? i 7 PAINTED __ _"Ln V ?I / r ` �1 ll y CABANA \ N83'29'2 ° d t } # a p z T.O.W. t CONCRETE � � � ��� _ � TVP. \ � 100.33 Ee { LLC i F 3 I I 2" WATER (R IAL t C. a 1 Q -171 \ LLC LJ 69 ' SERVICE T.O.W.® TOR r N/F / i ._. _.-. , MOTEL POOL T.O.W. en 100.33 M T"k1 FiO° S LLG\ t : [[[ I UNITS 98.67 � � 2 Llad3E7 44iL"\a % EC C E 4 ROt TE 28 c � OiiNCR E o h SAO AP 31 6 FOOL ;, 3295.3, PAGE 18 l I s PA 79 AREA � t .;:SSOR5 31 � " - ,.. � 61 12t S.F. j PARCEL 81 8"X8"X4" TEE € = .1f2`t ,. 1000 -GALLON N/F , I 2" WATER -.`T 4"X2" REDUCER w w CO�RI�. w SETTLING TANK FOR � N/F &CC HC DNG _. X0.86 tS.F. - L w SERVICE w FILTER BACKWASH 3 9 S 11 ' 9� TOWN OF YAR o t EXISTINGINDIVIDUA t WAY A4t3 0 v 3H ` I \ o LEACHING PITS FOR t' o ASSESSORS h \ �1 HEO 3 A7 .. E? PARCEL £ " r. L� GRAVEL � (. _ � ' � 4985 ROUTE 2 s on MOTEL ROOMS 500 -GALLON r I e _ DED 32 3; { yj� N LEACHING PIT FOR r« 4»� I UFEC 22059 1 AGE z .... REMAIN S� RETAINING FILTER BACKWASH CONCz'E II t PLAN 140, l } C ORS IM 1 _ l I WALL 3'X2' DUCT BANK PUMP / \ � 1\! W I PARCEL, 80 r, 0 3'X2' DUCT BANK 2--$" COMM 83 HOUSE 1 1 00 2' 4fs3t S.F I f a 1 N i o < 3-4" PWR 4-4" F TOF-97.2 i t / i 1- 2-112 PWR / a MOTEL o`' o z 2- 2" P&R ( CONCRETE j I t OTEL - I M I s ED _ TE SPLASH , z U 81T.`x n T� 4 zE z z [[ PAD/ELEVATED f cn ( UN4TS r' i:'WTW s i ( PLAY s o0 / I 3'X2' DUCT BANK I t r i E { w P' AND COMM 0 0 STRUCTURE / 7 p i e, 1 STORY WATER MAIN MAP 35 t r � a PARCEL 84 1 1) i fir;5 ` APART EN mon CE/o LGP 26266 _ t J 2°X2' \ l � 0STORY OFFICE]DUCT 2X2' DUCT BANK PPARTME SANK 2-4" COMM, <q � J t iEdDOC R POOL FORMER MOVIE } t 1 N I 2 OR,: FORMER DONUT OV i ( SATY S 1 y THEATRE LEACHING 0£` 7 ^..: .L ; : w. .� SHOP LEACHING SYSTEM REMOVED ARTIFTCIAi. ;( 1 ( P I s `c SYSTEM REMOVED TURF 40.83' 0 N 47'308W i t 0'- i i n N86.47 '30 -W 47'30"W 12 ONC BL ALL , PLA, fTED 40. [ � N86'47-Y8-»kVM, 140.33' N83'23'54"W R®UTE 2g _ /� /� /� 515 S83 23'54"E LQ M.9// V STREET PURL/C--UAR/ABLEWjDTH EMS S 1 /22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER INFLATABLE PARK 492, 4989 512, 518, 526, & 532 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEPTIC DESIGN PLAN MARCH 16, 2021 REVISIONS: NO. DATE DPS(- -1 04/09-/22 COVERS/EFFLUENT FILTERS YarmoatL Health Department APPROVED S7Z-VA-e� f•1 -I RS -' Name Date PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 BSC GROUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2022 BSC Group, Inc. SCALE: 1" = 40' 0 20 40 80 FaT FILE: Projects-YAR\4859205\C\D\4859205-SP.dwg DWG.:5474-0SHEET 1 OF 2 JOB. NO. 4-8592.05