The URL can be used to link to this page

Home My WebLink About2021 Sign Off Transmittal - 2nd FL Loft24' - 6' 2-T, 10'-91 2436 2436 2436 4! - 7" T 0 � REFRIG. , M M DINING ROOM & BEDROOM 2436 2436 KITCHEN 50 14' 611'2- - 9-7„ � 2' -11 - — �o 0 OVEN&RANGED CEILING HT. T-8" 2436 SINK � HOT WATER V° HEATER _ 2666 -117 /2"—'�L--i U-91 0' G - 2436 2666 a 2666 HALL B HROOM i i - - - i 2428 o N f7 2436 .f i 2436 4! - a' 1T i- 4^ LIVING ROOM UNDERSIDE OF STORAGE PEAK OF ROOF STUCTURE ABOVE. / PEAK @ 9'-4" AFF 2666 CEILING 21034 HEIGHT 8'-10" 21034 DOUBLE SLOPED o STUD, TYP. - ENCLOSED PORCH CEILING N io 21034I CEILING 21034 HEIGHT T-2" 21034 21034 2666 21034 21034 EXISTING FLOOR PLAN l 1" ) SCALE: �./4" = 1'-0" I SKYLIGHT SCALE: 1/8" = 1'-0" SHIP'S LADDER UP TO WIDOW'S WALE' t II, I Second Floor Plan SCALE: 1/8" _ T-0"10 -- TIMBER COLUMN, TYP. GUARDRAIL, TYP. 002- 2 a, 003/ 1 DECK 1 002 First Floor Plan SCALE: 1/8" = 1'-0" EXISTING CESSPOOL 70 BE PUMPED, FILLED WITH SAND AND ABANDONED. WORK LIMIT(TYP.)— FUTURE AD n 1 � t�E�FFFV 2 PROPOSED S.A.S. � 6 ROWS OF 5 Arc36 HC HD UN ON SAND WITH STONE BETWEEN VENT— INSPECTION PORT. 9907 h. OVERGROWN CRANBERRY BOG (WATER SURFACE OF BOG, EL.=86.9) 86.90 87,66 z_ 88.42 x 88.93 88.98 88.55 89.06 92.14 9251 96.60 x - t 94.91 SPIKE 96.32 x S )2o462g _ +9595 67_ F t 6+91 .*� .4r,y�0 ,,� . ®• x 97112•--"- 97.04. 96.82I EXISTING.-� 97.43"HOUSE(17) PROVIDE NEW Ix LO F 96 9+ SEWER O�UTLEI � I 97 04 PORCH J /nn ^x 9 /� ;s[--' h f f r 99.62 _ 9763 O /10 � O +�9B..//$" / ( ° x 100,08 O �5/ �e c 100.62 x 5 PROPOSED SEPTIC TANK / (o I O :n v 3.� SLEEVE. SEWER AT WATER SERVICE CROSSING 999 7T T - 5 1 </`6J�i T it BENCHMARK loo oa (V 1 MAG NAIL SET 0000 PLAN REFERENCE: PLAN BK 83 PG 45 BUILDING LOCATION TAKEN FROM REFERENCE PLAN AND VERIFIED BY INSTRUMENT SURVEY PARCEL , R , • HEALTH r;'—�PT I PLAfU REVISION 5/17/21 1) r�OVE PROPOSED TANK LOCATION 2) ELIMINATE VARIANCE 1 3) 1 CREASE VARIANCE 4 OWNER OF RECORD McNAMARA, BRENDAN F 230 RANCHO SANTA FE RD 54 ENCINITAS, CA 92024 5, ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 6, THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.AS. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3), 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL PROPOSED SEPTIC SYSTEM UPGRADE PLAN 7 TRENTON STREET, SOUTH YARMOUTH, MA Prepared for: Brendan McNamara, 230 Rancho Santa Fe Rd, Encinitas, CA 92024 Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1"=20' P.T.M. 331-20 12 West Crossfieid Road, Forestdole, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 2/27/21 P.T.M. 1 Of 2 -- 55,--- EXISTING CONTOUR LOCUS x 50 98 EXISTING SPOT GRADE A,' ---- EXISTING WATER SERVICE "'� ao:ono se N G— EXISTING WATER SERVICE aimmm St OVERHEAD WIRES 4 ® TEST PIT a BENCHMARK o m _<._ WETLAND SYMBOL LEGEND Lewis a o St L m Ralway BWMs red 5Om°tz 2 Bay a Pok st ro a LOCUS MAP r NOT TO SCALE GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL �.. BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS KITCHEN OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE BED RM LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED. BELOW: -310 CMR 15 405(1)(a)&(b) LOCAL UPGRADE APPROVAL ENT.: HALL LOFT/ BATH 1)--A ao is ,ee, sejptc�e te 5;QePF&Pef:-} 19- <,�-tea,-a-S' sese �aek. 2) A 3 variance S.A.S. to property line (side), .for a 7' setback. BED RM. q 3) A 3" variance. S.A.S. to property line (front), for a 7' setback, 4) A 2' variance, septic tank to cellar wall, for an 8' setback. LIVING RM 5) A 3' variance, SAS, to cellar wall, for a 17' setback. �Jy, h 6) A 2'. variance to the maximum cover requirement of 3' over the S.A.S. for up to 5' of cover over the S.A.S. PORCH 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. FIRST FLOOR SECOND FLOOR 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN FLOOR PLAN } ENGINEER BEFORE CONSTRUCTION CONTINUES. HEALTH r;'—�PT I PLAfU REVISION 5/17/21 1) r�OVE PROPOSED TANK LOCATION 2) ELIMINATE VARIANCE 1 3) 1 CREASE VARIANCE 4 OWNER OF RECORD McNAMARA, BRENDAN F 230 RANCHO SANTA FE RD 54 ENCINITAS, CA 92024 5, ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 6, THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.AS. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3), 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL PROPOSED SEPTIC SYSTEM UPGRADE PLAN 7 TRENTON STREET, SOUTH YARMOUTH, MA Prepared for: Brendan McNamara, 230 Rancho Santa Fe Rd, Encinitas, CA 92024 Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1"=20' P.T.M. 331-20 12 West Crossfieid Road, Forestdole, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 2/27/21 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=95.03 FOR A DISTANCE OF 15' AROUND THE SEPTIC.. TANK PERIMETER of THE S.A.S. INSTALL. RISERS & COVERS OVER INLET & PROPOSED D -BOX PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & WATERTIGHT INSTALL 1 INSPECTION PORT(MIN.) CHARCOAL VENT FF EL=97.8± COVER SET TO 6 OF GRADE AT END OF S.A.S. (CONNECT ALL ROWS) ti TOP EL=96.9± a' /EXISTING F.G. EL.=96.6± F.G. EL.=9810 t0 99.6± HOUSE(17) F.G. EL.=97.4± F.G. EL.=98.0± I f `0 0 70 F=96.9+ MAINTAIN 2%'. GRADE (MIN.) OVER S.A.S. MCb(varies)( L 17' XI0.0M N'IAIXI- 0 5=19 (MIN.) L= 12' L= 8' INSPECTION PORT a 0 4"SCH40 PVc ®s=1% (MIN.) ONE MIN. A)' 9' TOP OF TANK -95.85 4"SCH40 PVC ® SCH4 (MIN.) (MIN.) TD 4"SCH40 PVC PORCH 1O' 6 .75" TO =32.3' a4" LIQUID LEVEL ° 10INVERT GAS BAFFLE INV.=94.87 PROPOSED IN =94.70 6 ROWS OF 5 UNI S AT 5.0'/UNIT) = 25.0' /�✓ BOTT. of TANK=91.31 INV.=95.00 D -BOX SYSTEMSOIL1 j 10, i PROPOSED 1500 GALLON SEPTIC TANK IN =94.60 INFILTRATOR IM1530 GALLON PLASTIC TANK / INV.=95.25 ADS BIAXIAL GEOGRID / BX114GG OR EQUAL PLACED 5"1 to 6" ABOVE FILTER FABRIC / CONNECT TO EXISTING SEWER EXTENDGEOGRID FOR 2' ON ALL SIDES OF UNITS / AT HOUSE, INV. =9 6.1 (VERIFY) ESTABLISH VEGETATIVE COVER NOTE: STONE BETWEEN. CHAMBERS IS CLEAN NATIVE BACKFILLIJ, �� PROPOSED S.A.S. FOR AIR MOVEMENT & STRUCTURE F)LACE 1"to 3/4" f DOUBLE WASHED STONE 6 ROWS OF 5 Arc36 HC HD UNITS NOTES: TWF,EN CHAMBERS TO TOP OF UNITS ON SAND WITH STONE BETWEEN 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE,;: .o. .,,., INVERTS, PRIOR TO INSTALLATION. BREAKOUT=TOP y;.„, "' ' "'`� TOP ELEV.=95.03 2) SEPTIC TANK & D -BOX SHALL BE SET LEVEL AND INV. ELEV'-94.60 L 6" TRUE TO GRADE ON A MECHANICALLY COMPACTED S.A.S. LAYOUT SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM. ELEV.--93.70 310 CMR 15:221(2). 2.83' PLACE APPROVED 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE' ESTIMATED FILTER FABRIC 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE-. HIGH GROUNDWATER 'EFFECTIVE WIDTH=17.0 OVER STONE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.. EXISTING SUITABLE .63,5" 5) SEPTIC TANK SHOULD NEVER BE EMPTY AT TIMES ADJUSTED G.W., EL=88.5 - .MATERIAL OF ANTICIPATED FLOODING. 'I USE 6 ROWS OF 5 -ADS Arc 36 HC HD UNITS WITH NO Ib' SEPTIC SYSTEM PROFILEBETWEEN EACH ROW TYPICAL SECTION 33.8" ' DESIGN CRITERIA SOIL LOG SOIL TEXTURAL0 BEDROOMS: 00 5: 2CLBAEDS 62021 TOP VIEW ODMS WITNESS: MALLORY LAN DATE: JANUARY , J� SOIL EVALUATOR: 'CHRtS McENTEE PE, 5E-14092 GLER HEALTH AGENT 60" DESIGN PERCOLATION RATE: <2 MIN/IN T I END CAP END CAP VIEW SIDE VIEW ELEV. DEPTH FRONT DAILY FLOW: 220 GPD 99.3 0' END CAP DESIGN FLOW: 330 GPD ASANDY (LOAM REAR/TOP VIEW GARBAGE GRINDER: NO-S.A.S.. IS NOT DESIGNED FOR GARBAGE GRINDER 98.5 10YR /3 70" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW LEACHING AREA REQUIRED' (330 GPD) = 445.9 SF B TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LOAMY SAND DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 74 GPD/SF 10YR 5/6 4640 TRUEMAN BLVD PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 96.5 C 3a Ems. HILLIARD, OHIO 43026 Are 36 HC DETAIL /u 11 lyrA\ INFILTRATOR IM1530 GALLON PLASTIC TANK ' PERO O CED DwxecE 5Y9reMS. ING. .UNITS MUST BE STAMPED HD PROPOSED D -BOX: 1 INLET, 5 OUTLET (MINIMUM), H-20 RATED.. MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 6 ROWS OF 5 -ADS Arc 36 HC HD UNITS WITH NO 1OYR $/a STONE AND NO SEPARATION BETWEEN EACH ROW 86.5 ADJ. dW _ 7 TRENTON STREET, SOUTH YARMOUTH, MA BOTTOM AREA: (GENERAL ,USE APPROVAL FOR 4.80 SF/LF OF UNIT) 89.1 silk. n;w« 22". Prepared for: Brendan McNamara, 230 Rancho Santa Fe Rd, Encinitas, CA 92024 (Arc36 Units) 30 UNITS x 5.0 LF x 4.80 SF/LF = 720.0 SF PERC RATE 2 MIN/I�("C HORIZON) Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA = 720.0 SF No GROUNDWATER EB, ELEDRTEED WATER SURFACE OF BOG, Engineering Works, Inc. N.T.S. P.T.M. 331-20- 'DESIGN FLOW PROVIDED: 0.74 GPD/SF(72C.0 SF) = 532.8 GPD *WATER LEVEL IN BMONITORING, EL. -86.5 72 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. NOMINAL BOTTOM AREA = 17'. x 25' = 425 SF 400 SF MIN, RECOMMENDED INDEX WELL MIW 29 WAT R LEVEL 8.7 JAN 2021 ZONE A ADJUSTMENT = .0', EST. HIGH GW -88.5 (508) 477-5313 2/27/21 P.T.M. 2 of 2