Loading...
HomeMy WebLinkAbout1060 Route 28 septic plan/permitGEND - — — - 104 - — — - ww— G—G— E. —UGE&T UGE&T— S S S TP #3 PH #s _1!� ca-) O BM I MAP 50 LOT 99 N/F LANDS OF WILLIAM A. & EFFIE L. BANKS MAP 50 ROOD ZONE C BK. 872, PG. 2 LOT 98 APPROX. LIMIT JOSEPH M. & AUDREY J. FERNS OF FLOOD ZONE APPROX. LOCAT/ON OF EXIST. BK. 23523 PG. 95 J, 010- L PUMP CHAMBER MAP 50 j ER PLAN REF. 117 LOT 97 I _ _-12 ~--- -- --- - N/F LANDS OF ANTHONY PINO OID ZONE BK. 22415 PG. 161 - -- — \ FLOOD ZONE B `05� - 011 12 - ,�+ INSTALLED VALVE ' I I , I I , , I I I ry O// I i ; iglirT ■ I I I I, I I, 1 CB MAP 50 I I GRTgi LOT 100 N/F LANDS OF CATHY LEE ZOGRAFOS, TRUSTEE D.P.C. REALTY TRUST / �" AP ROX. LO TION OF E 15T. LOIN BENT LAIC TION OF FORCE I PT REF. J Jam` CB •T/ 5) AKp% ° INSTALLED LOW DIFFERENTIAL VENT APPROX. LOCATION OF EXIST. �- LEACH FIELD jPER PLAN REF. /1J -,INSTALLED SOIL C SORPTION AREA (TYP.) INSTALLED HIGH ,rk DIFFERENTIAL VENT 1 UNKNOWN ° TERMINUS INSTALLED INSPECTION PORT (TYP. OF 12) BK. 24499, PG. 41 I, , ; ' 4' PVC APPRDX. LOCA770N F 1M=J3SMH RIM--13.31 i \ ' 1\ \ �\ '" ' INSTALLED LOW 171 EXIST. 2, 000-CAL GREASE ' ° I INSTALLED 2 DIA. P \ \,o DIFFERENTIAL VENT ` TRAP jPER PLAN REF. 1J \ II I FORCE MAIN \ , i� PARCEL ll INSTALLED \ \ \\ CB I II I N/FLANDS OF DISTRIBUTION BOX #2A '' \ \ \ \ �' � 5i \ \ (dD) MAP 50 I' I I I I McDONALD'S CORPORATION ` ', BK. 6994, PG. 293 PARCEL I 1 // `� LOT 102 I N/F LANDS OF // N/F LANDS OF I I i I I McDONALD'S CORPORATION _ ROUTE 28 REALTY TRUST BK. 1636, PG. 132-` 5g 5g, - DOC. NO. 791786 II LJCTION RECORD NOTE: I F INSTALLED P // INFORMATION SHOWN ON THIS PLAN BASED UPON I I I 4, (ROOF DISTRIBUTION BOX #1 'S PERFORMED BY CONTROL POINT ASSOCIATES, INC. I Id1f MAP 50 ° ; I i LOT 101 '�, ' INSTALLED / II � DISTRIBUTION BOX #2B 1 `• CB ` I P . \ GRT=1q ; ` o GR7=10. II C V/NG TIES G A B :ORNER - C 72.1'± 364± ;ORNER - D 937± 63.6'± :ORNER - E 69.8'± 78.8'± :ORNER - F 39.5'± 59.9'± ATED INSPECTIONS ON DATEINSP. COMMENT FION 12/03/20 12/09/20 & 12/10/20 12/09/20 HATER go 0 APPROX.. LOCO t £ IST. 6, 00' -GAL S8P7C TAN jPER fi N REF. j1J INSTALLED 3,000—GAL + SEPTIC TANK RIM= I SM AJ r'I , MANHOLE a 1 a, n' f m 3P o` ZN O 1P S S , a SMH ,/61 dz ° \---- UNKNOWN 7 ° pyT - r r r av ay Cw Qy B E C A=007002'S7" L=926.08' CHB=S250 57' CHD=325 87' I � CB '\` I I GRT=11.79, PH *y__77 N a III a a I I ` n II DMH `. RIM=11.51 ARW) %? D� 12' RCP �- C8 GRT 11.28 MH �-87 RIM=12.02 FTS STATE HIGHWAY 1ROUTE 28 (PUBLIC - 80' WIDE - LAYOUT #2669) (ASPHALT ROADWAY) I ■ ■ SYSTEM IN YARMOUTH, MA" RED BY NASHOBA ENGINEERING UGH 4/2/16. -AURANT, ROUTE 28, SOUTH I WITH SEWAGE DISPOSAL SYSTEM 3H 10/10/89. 2ED FOR McDONALUS USA, LLC BY )8-12. )UTH, MA - SITE I.D. 020-0108" Y BOHLER. DATED MAY 4, 2020; APPLICANT: MCDONALD'S CORPORATION 110 N CARPENTER ST CHICAGO, IL 60607 OWNER: MCDONALD'S CORPORATION 110 N CARPENTER ST CHI' :AGO, IL 60607 PA`: EL: MP 1 50, LOT 101 LC' SIZE: 1.25 ACRES 10c- ROUTE 28 TC _ N OF YARMOUTH BA"ASTABLE COUNTY MF,SACHUSETTS T APPROX. LIMIT OF ROOD ZONE 20 10 5 0 20 1 "= 20' Br ids Le un LOCATION MAP SCALE: V=1,000' PLAN REFERENCE: DENNIS MASSACHUSETTS USGS QUADRANGLE FLOW COMPUTATIONS: BUILDING USE: RESTAURANT, FAST FOOD DESIGN PARAMETERS: 4,460 S.F. FAST FOOD RESTAURANT, 92 SEATS DESIGN FLOW: 20 GPD PER SEAT TOTAL DAILY FLOW: 92 SEATS X 20 GPD PER 1 SEAT = 1,840 GPD GARBAGE GRINDER: NO MINIMUM SEPTIC TANK: 1ST COMPARTMENT = 1,840 GPD X 200% = 3,680 GAL. 2ND COMPARTMENT = 1,840 GPD X 100% = 1,840 GAL. - EXISTING 6,000-GALLON SEPTIC TANK AS 1ST COMPARTMENT, INSTALLED 3,000-GALLON SEPTIC TANK AS 2ND COMPARTMENT NITROGEN LOADING LIMITATIONS: N/A (SYSTEM UPGRADE) SOIL ABSORPTION SYSTEM: 1. PERCOLATION RATE: <2 MIN/INCH 2. SOIL CLASS: 1 3. TITLE 5 LONG TERM ACCEPTANCE RATE (LTAR): 0.74 GPD/S.F. 4. TOTAL AREA REQUIRED (TITLE V): 2,486 SF 5. TOTAL AREA REQUIRED (LOCAL CODE): N/A 6. LEACHING SYSTEM USED: TRENCHES 7. TOTAL AREA PROP.: (12 TRENCHES - 35' LONG X 2' WIDE X 2' DEEP) 2,520 SF 8. TOTAL ALLOWABLE FLOW (DESIGN FLOW PROVIDED): 1,864.8 GPD PUMP CHAMBER SYSTEM: USE EXISTING 3,000-GALLON PUMP CHAMBER (APPROX. INSIDE DIMENSIONS 13.00' FT LONG X 7.00 FT WIDE X 5.25 FT HIGH TO INVERT) 'CONTRACTOR TO CONFIRM INTERIOR DIMENSIONS OF EXISTING PUMP CHAMBER PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENGINEER OF RECORD EMERGENCY STORAGE PROVIDED: 3.43 FT X 13.00 FT X 7.00 FT = 312.1 CF 312.1 CF X 7.48 GAL/CF = 2,335 GALLONS 2,335 GALLONS > 1,840 GPD 30.5 HOURS OF STORAGE PROVIDED TM COMPLIANCE CHECK DATE TOWN YARMOU' CONSTRUCTION CHECK DATE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT CONSTRUCTION CHECK DATE LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PROJECT No.: SITE I.D. PERMITTING SERVICES W202015 TRANSPORTATION SERVICES THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN 0 0 _0 0 AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES CAD I.D. #: © BOHLER W202015-CVL-CRP-1.dwg z 0 a U m w 0 w 0 w 0 AA s ST NIEW H f it c 15476 CONNE o. 26177' RHODE IS LA L( NSE No. 9616 VAIN. LICENSE No. J2553 0 D Z W it O W H xa zO oa N 0 ® �o U W (L J 0 W0 Z 0 W o LL 0 w W J �o _� Z w O a F- a I- Q O U) U L) 0 Z w m o U O �F- T W LU �a � 0 w LL �a W ,�—L mV 0W a zm J � J z as �V) 0z za a -' a m W w U m O a W I- Q 0 cn J O w W w n- (L D a a Z Z a (� J N d z w a 0 J 2 z STREET ADDRESS 1060 ROUTE 28 W O It a STATE H MA STATUS DATE BY COUNTY DRAWN BY: 12/28/20 MKB BARNSTABLE PLAN CHECKED - PLAN DESCRIPTION AS -BUILT SEPTIC SYSTEM SHEET NO. CONSTRUCTION 1 RECORD PLAN OF 1