Loading...
HomeMy WebLinkAboutFloor PlansSOIL TEST PIT DATA NOT TO SCALE EL. 102.9 EL. 102.2 EL. 100.4 EL. 99.3 EL. 98.2 EL. 98.0 EL. 97.7 EL. 93.2 TEST PIT TP-1 GRD. EL. 103.2 SHGW EL. 98.2 FILL B LOAMY SAND 10YR 7/6 C1 FS W SILT 2.5Y 7/2 C2 COARSE SAND 10YR 6/4 v_ �7 C3 FINE SAND (POCKETS OF SILT) 10YR 5/6 4" 12" 34" EL. 97.9 EL. 97.0 47" 60" 62" 66" 120" TEST PIT TP-2 GRD. EL. 102.5 SHGW EL. - SILT EL. 102.2 55" EL. 101.6 66" EL. 99.7 EL. 98.1 EL. 97.5 EL. 92.9 TEST PIT TP-3 GRD. EL. 102.9 SHGW EL. -- FILL B LOAMY SAND 10YR 7/6 C1 COARSE SAND 10YR 6/4 v v_ C2 FINE SAND 2.5Y 6/4 ON SI TE SOIL EVALUATION DATE: NOVEMBER 17, 2021 TEST BY: BSC GROUP, INC. WITNESSED BY- BRUCE MURPHY LICENSED SOIL EVALUATOR: TODD MACDONALD PERCOLATION RATE: < 2 MINS./INCH SOIL CLASS: CLASS 1 L.T.A.R.: 0.74 GPD/S.F. 8" LEGEND / / PROPOSED 1,500 UNSUITABLE _ V WEEPING FROM N / GALLON SEPTIC TANK 16" MATERIALS = PIT FACE � INV. IN=102.25 (TO BE REMOVED) QP INV. OUT=102.00 OBSERVED % QP PERCOLATION - GROUNDWATER �2fL, PROPOSED 1,000 " TEST RANGE ��0 / 2� GALLON PUMP CHAMBER 38 `L9 INV. IN=101.80 ' -Is- 53 58" / ���0 INV. OUT=101.55 N16 120" CONCRETE BOUND FOUND AND HELD 1,000 GALLON PUMP CHAMBER H-20 NOT TO SCALE 9'-0" NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 _ LOADING. 3. ALL PIPE CONNECTIONS REQUIRE NEOPRENE BOOTS. 4. THE TANK SHALL BE MADE WATERPROOF AT THE FACTORY. 5. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK 5'-3" I - - C COVER. 6. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 7. PUMP CHAMBER SHALL BE SHOREY PRECAST OR 1 APPROVED EQUAL. 8. PUMP CONTROLS SHALL BE SJE VER11CALMAST PUMP SWITCH BY SJE RHOMBUS OR APPROVED EQUAL. PLAN VIEW 24" DIA. COVER, TYP. /RAISE (2) TO WITHIN 6" OF FINISHED GRADE USING PRECAST CONC. RISERS 6" MAX • a ..,Al EL.=101.95 INLET TEE EMERGENCY STORAGE 551 GALLON 6'-0" K7 ALARM ON 4'-9" 5" � PUMP ON 5" 5" PUMP OFF EL. = 97.70 15"6 . W, CROSS-SECTION VIEW PUMP CALCULATIONS DESIGN FLOW TO CHAMBER = 330 GPD REQUIRED EMERGENCY STORAGE = 330 GALLONS EMERGENCY STORAGE PROVIDED = 551 GALLONS NUMBER OF DAILY DOSING CYCLES = 3-4 PER DAY DEPTH ASSOCIATED WITH CYCLE = 5 INCHES 34.00 SF X 0.417 FT X 7.48 GAL/CF = 106 GAL/CYCLE DESIGN TOTAL DYNAMIC HEAD = 15 FT DESIGN FLOWRATE (GPM) = 27 GPM THE PUMP SHALL BE A MYERS SRM4 OR APPROVED EQUAL, CAPABLE OF PASSING 2-INCH SOLIDS, AND DELIVERING 27 GPM AT 15 FT OF TOTAL DYNAMIC HEAD. �- 2" PVC CONDUIT TO CONTROLS -� 1.5" PVC DISCHARGE PIPE 1/4" WEEP HOLE a QUICK DISCONNECT COUPLING H6- MYERS SRM4 SEWAGE PUMP BOT: 97.2 6" MIN. 3/4" TO 1-1/2" CRUSHED STONE 1,500 GALLON SEPTIC TANK (H-20) NOT TO SCALE NOTES: MIN. 20" DIA. COVER, TYP. RAISE (2) TO WITHIN 6" OF FINISHED 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. GRADE USING SEWER BRICK AND 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING MORTAR AS NECESSARY H-20 LOADING. PROP. 6 \ OUTLET DIST. BOX INV. IN=104.02 INV. OUT=103.91 PROPOSED 15'X30' LEACHING FIELD INV. IN=103.85 INV. END=103.70 BOT OF FIELD=103.20 FOUNDATION DRAINS REQUIRED PROPOSED 15'X30' RESERVE AREA `\ N/F N STEVEN SILVERMAN ' MAP 112 � � �. �3 PARCEL 25.2 >9,19>+ S.F. 1 '� DEED 25538 - 332 N 1� � PLAN 553 - 21� !r BARN s25'01 W 45.10' N 47.25'01" W 89.90 (PLAN BOOK 553 - 21) �`� 1 �� NIF f COMMON WEALTH OF DISTRIBUTION BOX DETAIL H - 2 0 MASSACHUSETTS ssF NOT TO SCALE MAP 112 REMOVABLE PARCEL 17 r' `COVER DEED 3498 - 92 ��O• J CONC. RISER 4" --- BOTTOM ON LEVEL STABLE BASE SECTION VIEW 6" MINIMUM 3/4" TO 1-1/2" CRUSHED STONE Imo---- 24" - I PLAN VIEW NOTES: 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6 MAX SHALL BE WATERTIGHT. TYPICAL SYSTEM PROFILE- 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM NOT TO SCALE TANK COVER. 6" 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. EL.=105.33 ' •i TOP FOUNDATION 11'- 0" T 10'-0" 10" - i r EL.=104.6 4" SCH.F40 PVC 3" 4'-1" : ' S=0.02 - LIQUID 6'-0" ----- 4'-g" LOCATE DEPTH o s - - - INLET TEE ZABEL 6,-2" UNDER COVER EFFLUENT g" FILTER 6" : ; 1=102.60 1=102.11 e ZABEL 1=101.95 • A •: 1=102.36 FILTER -J 6" MINIMUM PLAN VIEW 3/4" TO 1-1/2" CROSS-SECTION VIEW CRUSHED STONE BOT:97.6 ;x NOTE: SEPTIC TANK MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED 4" SCH. 40 PVC I =R+ FT. PUMP CHAMBER (6) 5" DIA. KNOCKOUTS TYP. FIRST PIPE LENGTH TO BE SET LEVEL FOR MIN. 2' a1g(j aul 3 01A0HddV 1u'"ll-1 da(t 411PaH 41now-1eA *gull 1a%,p/sa.#numils .w/Pue sall4l3eJ 33FAw .�• of loJbai st Irsualsaalic�suo�lg.�ouaa�sumuppe aanlnJ no�dda pus Nalna-J ylleaH Jn Pass saau n aeldas Isao t Pus a$ -PIS of anP 'A -IN .40 HIVd3M JnJ P!Isn 1!WA m� ,y O C� -y► •�l 1 ' / - 6-CULTEC C-100HD CHAMBERS TOP OF STONE=102.24 TOP OF CHAMB.=101.74 n I(IN)=101.20(TOP INLET) CB GUTTER INLET BOT OF STONE=100.20 6" OUTLET PIPE RIM=103.25 I(OUT)=101.42 6'S LOT 2�Q. 7, 339t S.F. LEACHING FIELD NOT TO SCALE 4" PERF. PVC W/SCREW CAP TO WITHIN 3 INCHES OF FINISHED GRADE EXTEND DOWN TO NATURAL SUBGRADE 4" PERF. SCH. 40 PVC S=0.005 FT/FT (TYP.) 12" MIN. COVER 36" MAX. COVER 3/4" TO 1-1 /2" DOUBLE WASHED STONE CONTAINING NO FINES MIN. 2% SLOPE OVER LEACHING FIELD 4" PVC END CAP (ALL LATERALS) 6" NOTE GEOTEXTILE FABRIC MAY BE SUBSTITUTED FOR 2" PEASTONE LAYER 2" MIN. OF 1/8" TO 1/2" DOUBLE WASHED STONE 5' OVERDIG TO BOTTOM OF "Cl" HORIZON (APPROX. EL. 100.4) CROSS-SECTION DESIGN CALCULATIONS 2E513N FLOW 3 BEDROOMS 0 110 GPD/BEDROOM = 330 GPD REQUIRED SEPTIC TANK 330 GPD X 200% = 660 GALLONS USE 1,500 GALLON SEPTIC TANK 5aL OF REQUIRED LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL. RATE: 0.74 GPD SF 330 GPD + 0.74 GPD/SF = 445.9 SF 2ZF- OF LEACHING FACILITY PROVIDED USE A 450 SQ. FT. LEACHING FIELD (15'x30') BOTTOM/EFFECTIVE LEACHING AREA = 450 S.F. 450 S.F. X 0.74 GPD/S.F. = 333 GPD (INSTALLED CAPACITY) 333 GPD > 330 GPD (3 GPD RESERVE CAPACITY PROVIDED) VARIANCES REQUESTED NONE { N. TOWN OF YARMOUTH TO ALLOW THE TOP OF FOUNDATION TO BE 1' ABOVE THE HIGH 'DINT IN THE ROAD IN LIEU OF 2'. A 1' VARIANCE GENERAL NOTES: IS REOUESTED. 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION SEWAGE DISPOSAL SYSTEM AND ASSOCIATED SITE WORK. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF FINISH GRADE EL. INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY 105.4 DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY 5.0' SEPARATION EL. 98.2 EST. HIGH GROUNDWATER 5� N/F �1� �w COMMONWEALTH OF MASSACHUSETTS 4�6 �MAP 112 PARCEL 17 �� �g" DEED 3498 - 92 I?o �Q0�1 LINER 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. I=1o7 CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 AT (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). LOCUS a CO O y CRCs S ST R,p LOCUS MAP NOT TO SCALE j%A OF BRIAN 4. YERGAT1AN a VIL 2M F fONAL� 6/1 /23 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER RECEIVED JUN 01 2E, I[EALTfi SEPTIC SYSTEM °EST DESIGN PLAN 33 & 37 RAILROAD AVENUE IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JUNE 1, 2023 REVISIONS: NO. DATE DESC. PREPARED FOR: JEFF STEWART 91 HUNTER ROAD UXBRIDGE, MA 01569 a.'61DUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2023 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 FEET FILE: Projects-YAR\5029201 \C\D\5029201 - SP.dwg D WG.: D WG SHEET 1 OF 2 JOB. NO:5-0292.01 CONCRETE BLOCK GUTTER INLET SCALE: NONE FINISHED I g STANDARD FRAME GRADE �& GRATE 8" OUTLET PIPE INVERT TO BE CONSTRUCTED OF CONCRETE MASONRY 3000 PSI CONCRETE OR PRECAST CONCRETE B SECTIONAL PLATES------Z SECTION A —A STANDARD FRAME & FRAME SET IN FULL GRATE NEENAH R-3433 MORTAR BED OR EQUIVALENT 6" f C C--I ao 8" OUTLET PITCH 1 "/FT. :ems?:..• ..K': 6" CONC. BASE 6" CRUSHED STONE.—:,:,r�.�,�,.;crr..,,;.;;; SECTION B—B SECTION C—C CULTEC C100H D STORM WATER CHAMBERS SCALE: NONE MODEL 100RHD STARTER SMALL RIB LARGE RIB MODEL 100EHD MIDDLE/END SMALL RIB LARGE RIB MAXIMUM PIPE SIZE IN END WALL: 10" [250 mm] HOPE 10" [250 mm] PVC 36.0" 1 12.5" [318mm] CULTEC CONTACTOR 10OHD CHAMBER STORAGE = 1,866 CF/FT [0.173 m'/m] INSTALLED LENGTH ADJUSTMENT = 0.5' [0.15 m] 96.0" [2438mm] INSTALLED LENGTH = 90.0" [2286mm] 45.0" [1144mm] 45.0" [1144mm] SMALL RIB LARGE RIB MEo0Wi��E0o0o0o0oao0INEIN EEC SIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD (ACCOMMODATES CULTEC HVLV SFCx2 FEED CONNECTOR OR STORM PIPE) MAX. PIPE: 6" [150 mm] HDPE 6" [150 mm] PVC C CR�S S ST R,Q ��ckS LOCUS MAP NOT TO SCALE �,jH OF 44Ss9cyG } BPI AN G. ru'„ o YERGATIAN yv' U IVIL 206.109� .� \ 9d� S T FSS/0NAL 6/1 /23 BRIAN G, YERGATIAN DATE PROFESSIONAL ENGINEER SEPTIC SYSTEM DESIGN PLAN 33 & 37 RAILROAD AVENUE W YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JUNE 1, 2023 REVISIONS: NO. DATE DESC. PREPARED FOR: JEFF STEWART 91 HUNTER ROAD UXBRIDGE, MA 01569 BSC ROU�P 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2022 BSC Group, Inc. SCALE: AS NOTED FILE: Projects— YAR\5029201 \C\D\5029201 —SP.dwg DWG.: DWG SHEET 2 OF 2 JOB. NO:5-0292.01